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WS-16-2583 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-267578 Permit Number: WS-9-16-2583 Scheduled Inspection Date: November 08,2016 Permit Type: Windows/Shutters Inspector: bu j'M' ,rvv'C D 100 Inspection Type: Final Owner: FUNDORA,ADOLFO CLAUDIO Work Classification: Window/Door Replacement Job Address:1330 NE 105 Street 103 Miami Shores, FL Phone Number (305)915-5348 Project: <NONE> Parcel Number 1122320580030 Contractor: HAMMOCK GENERAL CONSTRUCTION, INC. Phone: (305)298-5150 Building Department Comments 6 WINDOWS REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS Falsen Inspector Comments Passed Failed Correction - , Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 07,2016 For Inspections please call: (305)762-4949 Page 4 of 29 P�/�t � fi5 Miami Shores Village M Pt# 78 grin 3 M1 hu#tell 10050 N.E.2nd Avenue NE f f f 5 rft �? � ReplaceM , " Miami Shores,FL 33138-0000 ROVED h� Phone: (305)795-2204 -. tie Date-91291-201& Expiration: 03/28/2017 Project Address Parcel Number Applicant 1330 NE 105 Street Number: 103 1122320580030 ADOLFO CLAUDIO FUNDORA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ADOLFO CLAUDIO FUNDORA 1330 NE 105 Street (305)915-5348 MIAMI SHORES FL 33138- 1330 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,000.00 HAMMOCK GENERAL CONSTRUCTIO (305)298-5150 (305)298-5150 Total Sq Feet: 0 Type of Work:6 WINDOWS REPLACEMENT Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Structural Fees Due Am]$80.00 Pay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-9-16-61393 DBPR Fee 09/29/2016 Credit Card $268.00 $0.00 DCA Fee Education Surcharge Permit Fee Plan Review Fee(Engineer)Scanning Fee Technology Fee Total: $2 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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an oning. Futhermore,I authorize the above-named contractor to do the work stated. September 29,2016 Authori%eSignature: ner / Applicant / Contractor / Agent Date Buildingepartment Copy September 29,2016 1 q 2Gj Miami hoVillage S res L� � 2016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201Q BUILDING Master Permit No. w-s " 2593 PERMIT APPLICATION Sub Permit No. M/BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTO n� DRAWINGS JOBADDRESS: 1 '5'50 6 G S ' s-rlrc�{- 0 City: Miami Shores County: Miami Dade zip: 331 Is fs Folio/Parcel#: it-7-7,32,-(0!1- 00i0 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: 4% V�Load: Construction Type: cis Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ko 11 A f1j'a Ing Phone#: 3057" 'l 1 s" S 3 £S Address: I S3 O f416 105-tkn I*_t'ru-t- f i 4- t 03 City: t4 (all e 6 00 ids State: -F(.. Zip: 5 3 l 3 '0 Tenant/Lessee Name: - " Phone#: Email: AOW14; . •GuuAWat (� �: t . tOv✓t cJ CONTRACTOR:Company Name: (;Ck_ &fAivak WAS(yVC^-A IAft Phone#:305-M-5 1►!''V Address: rl 5157 5L*J '70 & City: 6yr State: Zip: ��:�?✓ � Qualifier Name: JA<'tt rJ A Mn1e9"A.— Phone#: 3®"Z`11(—9-I State Certification or Registration#: 1527 077 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition [;?"'Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W I N(b I-J 20 121 &e-e- aA'T— (0 Die e`n I'✓1 I C Specify color of color thru tile: r,� �^ �1 Submittal Fee SO Permit Fee$ o ' W _ CCF$ 1 2—V CO/CC$ J� Scanning Fee$ r 7_ • 00 Radon Fee$ 2 . 40 CD�BPPR$ 2 Notary$ Technology Fee$ ' fob Training/Education Fee$ ( � T� Double Fee$ Structural Reviews$ v Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t1l A Signatur OWNER or AGENT �d k CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this )`-1 day of &QJ-PI� be V 20 t b by ��day of�tf L4 9PI0—�— ,20 L �) by :PQ who is personally known to hLSO(1 AMNIO who is personally known to me or who has produced 4Wm Li as me or who has produced as identification and who di identification and who did ak oat BROOKE L.LOWY NOTARY PUBLIC: ,.;°"!�e� BROOKE L.LOWY NOTARY PUBLIC: ° MY COMMISSION#FF954617 _' n W COMMISSION#FF964617 EXPIRES:JAN 26,2020 EXPIRES:JAN 26,2020 Bonded through 1st State Insurance Bonded through let State Insura Sime g Sign- LZW L VU Seal: Seal: APPROVED BY 041UAY Plans Examiner Zoning &VA Structural Review Clerk (Revised02/24/2014) .Ban omm Miami shores Village wool Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. �� COPY OF QUALIFIER'S STATE LICENCES B._ COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COIIAPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ❑oa0000000a0000000a000000000000ta0000©000❑ooa0000000a0000000a00000a000c0000noccoo©oonooeo0sa BUSINESS NAME: UA8ftftW(/k BUSINESS ADDRESS: Oil-L CITY EVLLA STATE 4--L ZIP, 73333 i BUSINESS PHONE: _. FAX NUMBER( CELL PHONESy�) *z%K` )� QUALIFIER'S NAME: 0 t3/l QUALIFIER'S LIC NUMBER 1 x'7`7 STATE 4OF-FLORIDA ®EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION " CONSTRUCTION INDUSTRY' LICENSING BOARD (��) 487-1395 1 BLAIR STONE ROAD TALLAHASSEE FL 32399-0753 HAMMOCK,JASON HAMMOCK GENERAL CONSTRUCTION, INC. 17850 SW 70TH PLACE FORT LAUDERDALE FL 33331 Congratulations! With this license you become one of the nearly one mill on Floridians licensed by the Department of Business and y� STATE OF FLORIDA Professional Regulation. Our professionals and businesses range from architecLs to yacht brokem,from bow to barbeque DiEPARTM NT,OF BUSINESS AND restaurants,wW tey hkeep'Florida"s economy strong. ESSI E vt19:ATlt} 1 Every day we work to improve the way we do business in order CGC152=7 # �� 07104/2016 to serve you better. For information about our services,please log onto www.mynoridalicense.com. There you can find more CERTIFIED GENFJMCONTRACTOR information about our divisions and the regulations that impact HAMMOCK,JASON you,subscribe to department newsletters and learn more about HAMMOCK GENERALCON CTION, INC. the Department's initiatives. Our mission at the Department is:license Efficiently,Regulate Fairly:We constantly wive to aerve you.better so thaitcan IS CERTIFIED unci v Me provisions of Ch.499 F3, serve your customers. Thank you for doing business in}per Florida; � � iota OW7040z V38 and co l nus on yVA new tom? DETACH HERE RICK SCOTT GOVERNOR KEN @A WSOK SECRETARY STATE OFF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION t zft CONSTRUCTION INDUSTRY LICENSING BOARD <; ,* , CGC1522077 ` The GENERAL CONTRACTOR Named below IS CERTIFIED Under the pr • of Ctoptar 489 FS. Expiration date: AUG 31, 2015 HAMMOCK, JASON HAMMOCK GENERAL CONSTRUCTION, INC. 17850 SW 70TH PLACE FORT LAUDERDALE FL 33331 . O ® � 0 .�1^M1 Av Ac+ Mr ^I uoCM ON/i A\A/ CCr14F 11An7nAnnn17')A BROWARD COU 4TY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave.,Rm. f-100, Ft. Lauderdale, FL 33301-1395—954-831-4000 VAUD OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 ®BA.HAMMOCK GENERAL CONSTRUCTION INC Receipt#:GENER Ll CONTRACTOR (CERTIF#D Business Name: Business Type:GENERAL CONTRACTOR) Owner Name:JASON HAMMOCK Business Opened:03/17/2014 ft9jneS$L0Caftfx17850 SW 70 PL $ nty/Cf9UReg-CGC1522077 SOUTHWEST RANCHES Exemption Com; Bu si PtNX e: Rooms Seats Employees Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid to 27.00 0.00 0.0Q 0.04! 0.00 27.00 `r THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX REMPT This tax is tem far the pnWSge of dotng bust ms vAdIiA 13rowwd County and is non-regulatory in nature.You must meet aft County andfor Municipa6'ty pfanning WHEN VALIDATED and zoning requirements. This Business Tars Receipt must be transferred when the business is sold, business name has changed or you have moved.the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JASON HA"OCK Receipt *ICP-15-00021155 17850 SW 70 PL Paid 08/26/2016 27.00 SOUTHWEST RANCHES, FL 33331 } 2016 - 2017 .�....._...._. .-. miaow►wes.sem...�+�!w.aawa^.�4R_a../�.,II..AA..�I..._ d:el.�.Rs�A.p:.9,C::�'?.0.i..'�..1k.'f�F..�!!�.�"._A!��.1^k�.'1�T_...__....-. _ ..,:-::-r.:....,..... • CERTIRCATE OF LIABUTY INSURMCE DATE(MM1DDIYYYY) 0 S'/,I 1210'C' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER IDN�-CT �1)1--Ii'- Fja('j 0 FAX &Dulr'll sht-)rc tPAHfC'NEo JC.Nol;(6, E-MAIL A SS* Pa41 City 71 INS ERS AFFORDING COVERAGE .-NAICD INSURER A: LIDv,;!s --4 London INSURED INSURER B: INSURER SW 706 M--' INSURER D; SIN P FL "I I INSURERS: INSU9911 E; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOLSUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE I C N M E OO O COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S ' ME TA AG MIS RENTED CLAINISAIADE r1c."UR 1�REE �Urr.n�e� A1FD EXP An one rson) s PERSONAL&ADV INJURY GEN'L AGGREGATE L;AT APPLIES PER GENERAL AGGREGATE POLICY P RO- L�)C JECT, PRODUCTS-COMPIOP AGG S , E OTHER. AUTOMOBILE LIABILITY C2,,TLNED SINGLE LIMIT ANYAUTr) BODILY INJURY(Per person) ALL O'NNED SCHEDULED BODILY INJURY(Per i=dentl AUTOS AUTOS NON-OVi-NED PROPERTY DAMAGE HIREC,AUTOS AUTOS IP-L,t;ud,ntJ UMBRELLA LtAB EACH OCCURRENCE EXCESS UAB CLAIMS-MADE AGGREGATE _J QFQ RrTFNJjQNS WORKERS COMPENSATION PER STATLO AND EMPLOYERS!LIABILITY YIN ANY PROPRIETOR'PARTNE:R,E;<FC'JTI\,E 7 -E.L.EACH ACCIDENT OFFICERNIEMBER EXCLUDED` NiA (Mandatory in NH) E,L DISEASE-EA EMPLOYEE 33 11 yes,desct,hvurd., E L DISEASE-POLICY LIMITS MSCRIPT ION OF OPERATIONS bei.v DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule.may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF fINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION C TE OF ELECMM TO BE EXEM U FLORM C0XP3MTW LAW CONSTRUCT 1W Ike Y EXEMPTIM This certifies that the individual listed below has elected to be exempt f m Florida Worrizers CoMensation law. EFFECTIVE DATE: 4/18/2016 EXPIRATION DATE: 4/18/2018 PERSON: HAMMOCK JASON R FEft 464740144 BUSMSS AND.ACCRESS: HAMMOCK GENERAL CONSTRUCTIQN INC. 17850 SW 70TH PLACE SOUTHWEST RANCHES FL 33331 SCOPES OF BUSINESS OR TRADE: LICENSEi3 GENERAL GOF`lMCTOR43ROJECT CONTRACTOR MANAGERC0 Pursuant to Chapter 440.05(14),F.S..an offerer of a corpora who elaets exemption ttom this chaptat by filft a ate of election under Oft section may not recover benefift or compensation under this chapter.Pursuant to Chapter 440.0.5(12).F.S..Certificates of election to be exempt..apply only within the scope of the buss or trade listed on the notice of election to be exempt Pursuant to Chapter 44MOX131 F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subet to revocation if,at any gme altar the along of the notice or the issuance of the certificate, the perm neared can tips noece or cerwha?S na wago masts tk9 d thissechmfor klumm ria avocate.The depa*mt shall novel e a DFS-F2-DING-252 CERTWiC-ATE OF ELECTM TO BE EXEMPT REKSED M13 MESTiC3NV(850)413.1609 17850 SW 70th Place Southwest Ranches, FL 33331 305-298-5150 *954-448-6738 Jason@HammockGC.com H AM M oC K Chris@HammockGC.com GENERAL CONSTRUCTION,INC Date: State of (7� q County of p191 C* Before me this day personally appeared N 51 IA2evl/vw aA--" ,who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: too- bT . Sworn to (or affirmed)and subscribed before me this ILA day of 20_6 by n C I�- Peronally known OR Produced identification Type of identification Produced BROOKE L.LOWY ►�� MY COMMISSION#FF954617 EXPIRES:JAN 26,2020 Bonded through 1st State Insurance Print, Type or Stamp Name of Notary �4 A ' s`i ,.,, a,,,» Miami shores Village ov Building Department LOR113A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature- State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of By who is personally known to me or has produced l) ( Q/1 as identification. Not BROOKE L.LOWY : MY COMMISSION#FF954617 SEAL: EXPIRES:JAN 26,2020 Bonded through let State Insurance Miami shores Village 4 Building epartment p®.. FRO111�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel_ (305)795.2204 �� ®Rl��° Fax: (305)756.8972 S P 201 BY 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). Acknowledgement: V.." �1 ti116 .3�� ti u� Jalie Owner Signature Date Print Name National Consulting Engineers, Inc. Certificate of Authorization # 8755 7255 SW 126th Street Pinecrest, FL 33156 Phone: (305) 321-7041 Fag: (305) 238-2362 Structural Calculations for Wind Calculations At 0000 . . 0000 0000.0 1330 NE 105st 000 ' .. .. 0000.. 0000 0000.. Miami Shores, FL. 33138 •••:•• ;,•,,; 0000 00 . :Soo*: 0000 : 0000 0 000. Project Number NC16-138 • 0000.. 0000 0000. 0000 0000 0 0000.. :00:9: September 7,2p16 """ 000000 . . :0*00: .. . 00.0 00 0 cr.:.l t"; �.�_. Y Mohamed W. Fahmy, Ph.D., P.E. Florida Registration Number 54794 Total Number of Pages:2 Not Including This Page and the Table of Content Page To the best of my knowledge, I performed, reviewed and checked all the structural calculations including computer generated calculations NATIONAL CONSULTING ENGINEERS, INC. Project: 1330 ne105st miami shores FL,33138 Structural Design And FEM Analysis Certificate of Authorization#8755 7255 S.W. 126th Street SUBJECT: Wind Calculations SHEET N`: Pinecrest, FL.33156 1 Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY: Mohamed W Fahmy,PhD,PE#54794 NC16-138 19/11/2016 Mohamed Code: FBC 2014 Wind Calculations: ASCE7-10 Risk Category 2 Exposure C Wind Speed (mph) 176 Height of Structure(h) (ft) 30 (Kz)from Table 30.3-1 0.98 Kd 1 Kzt 1 qZ=0.00256*KZ*K t*Kd*V2 (Ib/ft2) (30.3-1) 77.71 Working qz(psf)= qz*.6 46.63 Window in Zone 5 Width (ft) 3.1 0000 Height(ft) 3.2 . • . .. 0000 0000 . Tribuary Area Use(ft) 9.92 .. .. • Tribuary Area Used (ft) 10 9.0.0• 0 0%. 0000 • Zone 5 0'0000 9 • 9 0000 . Gcp(-ve) -1.40 0000 6..:06 . Ccpi(+ve) 1.00 • • 0000.. 000. 00 000 00 00 Ccpi 0.1809009.. 0000 0000 . use q (psf)= qi (psf)= Working qz(psf) 000000 -ve wind pressure(psf)= q*(GCp(-ve))-qi*(Gcpi) -73.67 0 0 0000.. +ve wind pressure(psf) =q*(GCp(+ve))+qi*(Gcpi) 55.02 .•. • Use Window from Lawson Industries NOA#14-0908.02)with Allowable-ve Design Pressures (psf) -93 Status OK •� • Allowable+ve Design Pressures (psf) 93 Status OK Window in Zone 4 Width (ft) 3.1 Height(ft) 3.2 Tribuary Area Used (ft) 10 Zone 4 Gcp(-ve) -1.10 Ccpi(+ve) 1.00 Ccpi 0.18 use q (psf)= qi (psf)= Working qz(psf) -ve wind pressure(psf)= q*(GCp(-ve))-qi*(Gcpi) -59.68 +ve wind pressure(psf)=q*(GCp(+ve))+qi*(Gcpi) 55.02 Use Window from Lawson Industries NOA#14-0908.02)with Glass Type 7 Allowable-ve Design Pressures (psf) -80 Status OK Allowable+ve Design Pressures (psf) 80 Status OK NATIONAL CONSULTING ENGINEERS, INC. Project: 1330 ne105st miami shores FL,33138 Structural Design And FEM Analysis Certificate of Authorization#8755 7255 S.W. 126th Street SUBJECT: Wind Calculations SHEET N': Pinecrest, FL.33156 2 Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY: Mohamed W Fahmy, PhD, PE#54794 NC16-138 19/1/2016 Mohamed Sliding Door in Zone 4 Width of one Leaf(ft) 8 Height of Door(ft) 4 Tribuary Area Use(ft) 32.00 Zone 4 Gcp(-ve) -0.96 Ccpi(+ve) 0.95 Ccpi 0.18 use q (psf)= qi (psf) = Working qz(psf) -ve wind pressure(psf) = q*(GCp(-ve))-qi*(Gcpi) -53.16 +ve wind pressure(psf) =q*(GCp(+ve)) +qi*(Gcpi) 52.69 Use Door from Lawson Industries NOA#14-0908.02)with Type B Allowable-ve Design Pressures (psf) -65 Status OK Allowable+ve Design Pressures (psf) 65 Status OK oboe . • .... .... . ...... •••0 0000 . •••• • 0000 •• • • • 0000 • •• •••• 0000•• 0000 0000 •• •• •••• 0000 • 0000•• • • 0000•• • • • • • ••• 0000 • es 0 Soo* •• e T � 3r �,-4c, MlAM1DDADE lYIIAMI DADS COUNTY o 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(7W 315-2599 NOTICE OF ACCEPTANCE (NOA) w,N.v.mlamlaaae.govreeonomy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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 thea jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. e e e . . ....0 ...... DESCRIPTION: Series"SH 7700(Flange Frame)"Aluminum Single Hung Wiw&vit-L.M.I.e e 00 APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 SidgM.Plting Flat ttoprame Goes: • Impact Window",sheets 01 through 05 of 05,dated 05/27/09,with revision"B"dafedd8/'i 1/14,.prepared by�.... manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Mia1� ao& Couenty Paoduct e e e Control Revision stamp with the Notice of Acceptance number and Expiration 4§*t,ei0y the MJ§rpl-Dade.0':0,,.0, • County Product Control Section. eeee ' ecce eeeeee MISSILE IMPACT RATING:Large and Small Missile Impact Resistant :00:0: • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo=oity'-state,." series, and following statement: "Miami-Dade County Product Control Approved:,e�}nle;s otherAiig noted;••••; herein. 'e 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 Off cial. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.10 MIAMbbADECOUNTY Expiration Date: December 27,2016 Approval Date: November 06,2014 to 3flC` Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-cinder pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J.Sotos, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI-09-2530A and HETI-09 2530B, dated 03/02/09, signed and sealed by Candido F. Font,P.E. (Submitted under pervious NOA No. 09-0706.09) ...• 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2Q1-240 *•••• •••••• 2) Cyclic Wind Pressure Loading per FBC,TAS'203-94 : .". 0 3) Uniform Static Air Pressure Test,Loading�6r WC TASr M-94 :.... along with marked-up drawings and installation diagram of an�Vnum$inglp hung;"": fin window,prepared by Hurricane Engineering&Testing,Inc,.all Xest Rdp8Ar.No.'s..... HET148-2003 C,HETI-08-2004 A,HETI-08-2060 A,HF} "1---206Q-B,% 09:66 HETI-08-2061 A,HETI-08 2061 B,HETI-08-2062 A,HETI-V8-2062'B,- HE TI-08 ;HETI-08 2063A,HETI-08-2063B,HETI-08-2064A and 1WTV482064I1. ; dated 03/15/08, signed and sealed by Candido F.Font,P.E. :00 00' . (Submitted under NOA No. 08-0825.17) ' ' 0 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 •' ' 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by L4.is Antonio Figueredo,P.E. (Submitted under previous NOA No. 01-1009.01) Jaime D.Ga es on,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their "Saflex CP — Saflex and Saflex 11P Composite (jlass•jnterla)tn with" PET Core"dated 06/19/14,expiring on 12/11/18. " ' ' •• • ...... .... ...... F. STATEMENTS •�•�•• 1. Statement letter of conformance to and complying with FB•G•5t:•Edition•(�L•014),••;••• issued by manufacturer,dated 09/02/14,signed and sealed by TlWq J. Sof6S;P'.E. 2. Department of State Certification of LAWSON INDUSTRIES, MC. as a for profit•066:9 corporation, active and organized under the laws of the tate•qf Florida,.dated...... 04/11/14 and filed at the Secretary of State. • 3. Statement letter of conformance, complying with FBC 2010,•dated-01/2511i?;signed i • and sealed by Thomas J. Sotos,P.E. " (Submitted under previous NOA No.12-012Z]6) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NDA No. 11-0705.09) Jaime D.Gascon,P.E. Product Control Section.Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09-2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08 2004 A,HETI-08 2060 A,HE,T"8-2060 B,HETI-08-2061 A, HET"8-2061 2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08 2063A, HETI-08-2063B,HETI-08-2064A and HETI-08 2064B,issued by Hurricane Engineering&Testing,Inc.,dated 03/15/08, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL--2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 01-0406.08) .••• . . .... 0000.0 G. OTHERS •••••• •••• •••••• 0.0.00 . . 1. Notice of Acceptance No. 12-01.27.1.6, issued to Lawson In4W;ies, Ing. for their:"•': Series "SH-7700 (Flange Frame) Aluminum Single Huni.'WiAdow •I•rrIVI.I.",••••• 0000.. approved on 03/29/12 and expiring on 12/27/16. 0 00. 0000 ease** 0000 00 .. 0000.. 0 . • . . . . 0000.. .0000. . . .0000. 00 0 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014. E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 48• 53.125• 831¢5• INSTALLATION ANCHORS WINDOW FLANGE FRAME WIDTH WINGOV F FSE WIDTH INSTp1�q�IDH ANCHORS, WINDOW FLANGE FRAME WIDTH tq W 4 MAIC AT FRAME HEAD INSTALLATION ANCHORS, • • • W OAR.AT FRAME HEAD --{ 3/4' IG 'q (ra FRAME JAMBS CSEE SHEET N) A PER 1 MAX 3/4' (A) I- N�PER FRAME S�ILLD • • • 1N4IG OL.• �1 • • • CC)AZ* JAMBS(SE SHEET 64)SIUL A 1 MAX.QC I^ 6• Q C 0 CL7 FRAME JANDS(SEE SHEET 04) •• • • 6• • • 1D C1 • • t0 to (q 6-_p-__ALL__-C )_. 6• _ • ; • 6 ALL CORNERS M 41 T M it 10 1/4 =_____ - f )o' Q • i i� /1�• a•• •• R 9 --°j//� J� p $i' z MAX ABOVE { 0 ••• Rr 'r « D•• • � v _____{�_ o�_ z 10 3/16' _ 4 MEETAO RAILS �} �� an • • •11• • •. • p v ---ba D.1..0.\ 1 z D rre • s==slbs=• - __• o z B u A N GMGO .L(!,Yid •• .�AT DID i 11 18 1 �gf Wl4 1� w =((48 t l 1 y. HI To- 11 iir-N ' 1 AT AT w •I s i 6'NEETO(G '� $ 6'NEEnTCING cN RADS i i --9MAX BELOW 71! 10 ��MEET � ( js 0 -o'{1 ( V• 1� C• o /til {I o o z Ll NAX 6.MAX 0 Cc EXT.b INT.FALSE COLONIAL C' W 4 E� WDTIH T. COLONIAL 8¢,�8. MUNTINS ARE APPLIED V/ EXT.8 INFALSE ARE S2a¢5' b" MUTTONS T. WIDTH WINDOW B APPLIED V/ 47A00• W/SILICON£AND V/SILICONE AND ARE WD(DDV BUCK UCK VINDN BULK YlOTH t1. AVAOa1BLE AS OPTIONAL E4 AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION (� i• •INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF B) (LIMITED TO!AADS ON SHELT 4 OF 8) General Notes: (LTMPPED TO(AADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME A � l $ 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s3a2s `�I ll OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS, WONDDW FLANGE FRAME WIDTH tt VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. W 4 MAX AT FRAME HEAD W NONE PER FRAME SRI -1 13 3/4• --- $ .) (sLHITTERs NOT REQUIRED) (C)FRAME JAMBS 1.SHEET N) A rMAX 110.1 T 2. WOOD BUCKS SHAW.BE INSTAL LICD AND ANCHORED SO THAT THE BUILDING - \ RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6• AT $ OF 2014 F.L.C. & TO BE REVIEWED BY BUILDING OFFICIAL.. CORNERS 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UN1T3. ANCHORS ON ALL WINDOW SIZES I Max. D.L.O. Width Vs s OARED TO EXCEED THEM MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED 4. c9 -1148 11/1. z m g 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE B 9 5re� -=lug/f === 2 S m ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND X BONE VIt o $$ `� TO HE REVIEWED BY BUILDING OFFICIAL. B p z R m 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE !AMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET#3), AND FOR USE WITH DOUBLE GLAZE �AT t of y LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). g $q 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. wlar .. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. n S 1 i1 MAX 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEEP 3. EE / bs 9.) EXT. & INT. FALSE COLONIAL MUNTIN3 ARE OPTIONAL&AND ARE APPLIED W/ SILICONE ' 91411�>Y,BELOW = o`e�t 10.) WOOD DUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHOREDMEETING j c `p5•'"� (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL& NOTES) ,! (� WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, RODUCTREVISED �, a a SECTION 11.3.3.3. 6• awplyftwllhOhoNlm(do l Lu c-1 ,. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNIT8. 0g0Ln�.(Q/_(�]Q 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED �" _i� Lf WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.S INT.FALSE COLONIAL THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MIVTINS ARE APPLIED Y/ 52-25• 'y- BUT E+ � %3 V/SILICONE AND ARE TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL VDiDOV BUCK WIDTH .11a6ilT3ndo l9v u,Conirol� . •"" +� 13. SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION ✓°rcl; 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 6) .m PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. q . . ... . . . ... . . ... . . . . ... 1/4' TAPCON W/ 1 1/4' ALL W000 BUCKS ENGINEERED SEPARATELY .14 SHS.V/1 1/4' MIN. EMBEDMENT INTO CDNC. MIN.EMBEDMENT INTO WOOD. LAt TEDD .PT.V1100 BUCKS & TO BE REVIEWED BY BLDG.OFFICIAL (TYP.) (SEF•ELEVAVUN AT SHEW 91 • • •• (SEE ELEVATION AT SHEET ffi1 _ 4 "�"P• - $ FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON WD. Fq$MVt.�uSTSNER SPANS) • • •• • MUST SUSTAIN IMPOSED LOADS • • • • • • S I �S E •• p D HIN. • • 23 TRIG COMPOUID • • a • m_�m Q x •• t2 • • • RIOT D ')/4'TAPCON V/1 1/4' 4j to 'S o n 18 T IB -. IDL EMBEDMENT INTO CONC. O ry1 n� �� v'-y ° (SEE ELEVATI9PI AT SHEET 41 ny 'v.' .:�•° A ° ♦ e.° .s EMHE•INIENT,° a e: - aFOR MAX FASTENER SPACING D �v e: OCL V) A z h ZO MIN. • ••• • i 12 1 1/4:MI Z p A ... ' BED •• -- - - B W .04 .+ Oy -— - - °�•:. 1 1/0'MIN. n' pOH EXTERIOR GRADE i ( q _ I,! .;•a°. EDGE DISTANCE "' 02 O PERIMETER CAULKING i e O SILICONE ADHESIVE EXT.GRADE EXTERIOR `••'e. `+4 g ' �ODB(G COMPOUND CAULK EXTERIOR PERIMETER CAULKING #8 -LAMINATED GLASS VIWDIIV FRAME WIDTH— 11 4 xq 1'MIN. Y74 S,FLS,W/1 1/4' 1'HIM. 0 6 3 DISI' MIN.EMBEDMENT INTO WOOD. DISTAD WINDOW INSTALLATION NOTES: V, C INTERIOR MEE ELEVATION AT SHEET#1 I p L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED V/AN EXT. RSA TD,3 18 FOR MAX FASTENER SPACING) GRAD CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE W a EXTERIOR EXT.GRADE EXT. GRADE BY WINDOW INSTALLER (TYP.) y CAULK CAULK 2. THE EXPOSED EXT.PERIMETER(IF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ® �U_l TENTT BY OTHERS (TYP.) h at � EEE •4 WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 9 B O MASONRY 13 LESS THAN 1/8',SHIMS ARE NOT REQUIRED. y A .ANCHORS NOTE: SS j ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WODD, OR 1T e T I 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR t9 QUANTITIES REQUIRED) s ► $ ei 8 fl 1 3 S 18 i 21 O 811k 14EXTERIOR GRADE 4K METER PERIMETER CAULKING p 1/4' MAX. tt . „J;�;. :, s: SHIM '' TYP m 'RODUCTRRVISBDN G GO';��. .............. ... .... a e: e, aunplylug(vlOtthaNlodda ^� t .°•a lull .° Aing Coft if..� a d` ,O7° a •�. o...a: e: 0ovianceNo °'T �. �m1 o i:�',:_c ;L\;:;.•d} ° d:° p'.A. ••d: r Ai�atD t'. °. '.^ a'• EXT. GRADE CAULK Ian PmduttContto ..�s WOOD BY Hlfp( •'a,'/�jy ~tittEil'(t E+ A . + ... w . . ..+ .. .. . • . .. •w • S 914 S.M.S.V/1 1/4• MIN.EMBEDMENT INTO VOID). 4 11 <SEE ELEVATION AT MEET ql +• ++ +ww •+• • +w 26 O 23 FOR MAX FASTENER SPACING) w i•�KNL IiiAO" + • •SLIC@E OPTIONS" NR09 FINS.Hs,;::,,•�,:+��.•..^,�,.•:•� C...yw•�y#..• Sa l RE • DOW CORNING 89 NOT BY LAVSONSEs, • • 6 __ '+�-+-- M,KoO 4141 tO0 OOQts a '� w FBAppNGE o .. y SONEE- --- !___________________________ 3 TREKCG SPECTRUM : 25 21 Ma GLZOYDEPTH EXT.GRADE BACK BEDDING 70 BE APPLIED�x" + 09 - MATED 9m MAGCO OS ON -TYPE 2 ex ex !" • zo mo 1Y®1 N.189 08�8@IION DbT6¢ IAi@UI8 DIteCRU9TON • • • •+ • 3 y O 1 1/8'ANNEALED W.ASS -- .nr�� SAFLFIfEPSAFE : Z Z p E DOW PLASTIC INTH3uAYER -- en•s6wru• WEATH • • • • •• • LOCK LATCH AND SWEEP OPTIONS xa o 3 I/8•ANNEALED GLASS o34O BY 11ftERs(rrP 1 1/4•MIN. 1. DOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE DO 1 LAMINATED MAN COMPOSITION-TYPE 5 - -_ - LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. o rrml meBB DBeCB�II@i DETAIL latm9Are nH8CR�7fON 2. DOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a I ve•ANNEALED GLas3 =_ -- wN»YAh» »»»,»,»»,.»�:n FOR USE ON ALL WINDOWS. a E eD90•PLASi1c B9TF.RLAYER �-_.� �„ M�'°'«aa«a4a w4 EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. C 3 1 1/8'AIWEALED GLASS n3a• •:ra'•-� EXT.GRAM PERIMETERCAULKING KOT BY 'LAVSOH INDUSTRIEs• �1 O LAMINATED SS COMPOSITION-TYPE 4 *. C1 - (TDYP.)rurouED Br GfHERs )") 19'8311 Bl.AeB DSSCRBT[ON OBdD. 1AIINVATB DB89DID77@7 O JAMB I 1/8'ANNEALED GLASS _ c STUCCO OVER KETAL LATH NAILED TO N BUTACITE PVe EXTERIOR GRADE PLWGOD SHEATHING t1 E OA90'PLASTIC INTERLAYER _ - B).,•�T. TO BE SPECIFIED BY ARCHITECT IN GA W a 3 1/8•ANNEALED GLASS p3(p• (EXTERM FINISH BY OTHERS) NOT BY LAVSGN INDUSTRIES,INC O WOOD FRAME INSTALLATION DETAIL (' LAMINATED GLASS coaPlTSYrtoN -TYPE e 1 �N � H'BN 8Id8.9 DBTAB. W01787'B ItBN ALUMINUM MULLION I 1/8'NFA7-sTRFSSGIIEHEO GLASS gUTACt7E PVB SEE MULLION APPROVALS FOR q 12 X 3/4'S.D.S. SEE MULLION APPROVALS FOR 90• E ODPLASTIC MrSILA ER - T, MULLION TYPE,SIZE AND MAX FLAT HEAD,PHILLIPS MULLION TYPE.S18 AND MAX. 3 Ler HEAT-STREISHTEIED GLASS - a9a• DESIGN PRESSURE UMRATIONS. (SEE ELEVATION AND DESIGN PRESSURE UARATIONS. (ALUM.0.078'MIN.THICK) DP TABLES FOR QUANTITY INTERIOR NOTE:THE LONER PRESSURES OF SINGLE NOTE:THE LOWER PRESSURES OF BINDLE '' AND FASTENER SPACING) 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN 444 11 2O HUNG WINDOW OR MULL SHALL GOVERN SHIM e q 1Z S.O.S.x i )/a'L y� •>\' INTERIOR .S: SEE ELEV.FOR SPACNO � -- z7 'SU mm OPTIU9S•• S DOW CORNING 899 l N SCKNEE-MUREKEAD WM 4 Deo TRENCO SPECTRUM a NOPE: GLAZING DEPTH 1.ALL STEEL IN CONTACT VATH 8 $ ALUM.TO DE PAINTED OR PLATED. INSULATED LAMINA 91199 COMPOMON TYPE 8 - - - - 2.METAL STRUCTURES: A)STEEL:Fy 38 KSI MGN. :& 7. m 1TAI GLASS DESC61P'08M »�'� 4tONA79i D1S84RiPIION -_-- ,� r (STEEL 18 GA MIN.THICK-0.048') j a g t t/e'NEAT-SiREtSJiTElED GLASS - __ -1 WINOOV/FRAME 8 ALUM NUM 6063-75 ION. g MO e GM PLASTIC INTERLATER �4✓� 4/4• BUTACITE PVB EXTERIOR PERIMETER (ALUM.0.078'MIN.THICK) � 0Q 3 1/e•HEAT-STRENG MMI)GLASS -- = BY' 2 SEALANT EXTERIOR 4/ 4 1/4•INSULATED AIR SPACE EXTERIOR GRAS ® E 1 PERIMETER CAULKING S LB•ANNEALED GLASS L+t3 IIZFI FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL a H3.4,,+/�. n INSULATED IAMATfi G CO POSITIO E 7 � U-•a•�•'J r Irn1 GIAee DBSCFUP!GOM �� L130TlATe DBACB@TtON N O G 1 1/8•ANNEALED GLASS _..- 1 PBODUCFRBVISBD t U o E OM'PLASTIC IMTERI.ATFR - .V4• SARIX PVB AA aKnPlyhlgtTiih the P101kle •SGLUTIA• 3 1/e'ANNEALED GLASS -_�'I• Dr A RmaiNO Vp• � •� :'.�` 4 1/4.INSULATm AIR SPACE --. ••�'��'•• g g1O - r a ANNEALED UM CON9U GLAZING DETAILS AND OPTIONSDETAILS AND OPTIONS / t . .. a I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CA PA CITY(PS F)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY IPSF)-EQUAL LITE WINDOWS +/-Pressures(psf) +/-Preswres04 to to a WINDOW Jamb Glass Type Glass Type Glass Type WIN •J+mb • gsT*vGlad ype ass Type Glass Type Glass Type Glass Type o WIDTH HEIGHT Anchors 4 8 8 \�\ \� WIDTH MEI*HT4 Atichots •2• • • 3. • 4 6 8 1 19.125 50.625 60.0 80.0 80,01O 19.125 '.-21- 60.0 80.0 80.0 80.0 h 26.5 50.625 60.0 80.0 80.0I 26,5 •28 1• 00400.0• 80A• • 60.0 80.0 80.0 80.0 37 50.625 6 60.0 80.0 80.0 37 26 80,0 80.0 60.0 80.0 80.0 80.0 �a CJ 42. 50.626 60.0 80.0 80.0 4 o tO R 48 50.625 60.0 60.0 80.0 \, • 42 26 80.0 80.0 60.0 80.0 80.0 80.0 0 F y \ \ 53.125 50.825 60.0 80.0 80.0 48 28 • • 80. .0 60.0 80.0 80.0 80.0 \ g y o Y 19.125 59 60.0 80.0 80.0 53.125 28 • • • 480,8 0 0 8s.0. 60.0 80.0 80.0 00.0 a z $ 26.6 59 60.0 80.0 80.0 19.125 38.3 • • 60.0 80.0 80.0 80.0 80.0 z o 37 69 8 60.0 80.0 80.0 26.5 38.375 0 0 0 400.8 0 0 80.0 60.0 80.0 80.0 80.0 s a o 42 59 60.0 80.0 80.0 37 38, 4 851. 69.0 80.0 80.0 80.0 c 48 58 80.080.0 80.0 �,� 42 38.375 89.0 80.0 80.0 80.0 00.0 80.0 ty, 53.125 58 60.0 80.0 80.0 AM 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 a 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 80.0 80.0 80.0 80.0 37 63 8 60.0 80.0 80.0 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 () 42 83 60.0 80.0 80.0 rr- 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 63 60.0 80.0 80.0 / % 42 50.625 8 80.0 80.0 60.0 80.0 80.0 80.0 63.125 63 80.0 80.0 80.0 48 50,625 80.0 80.0 80.0 80.0 80.0 80.0 ® a 19.125 74.26 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 c 26.6 74.25 60.0 80.0 80.0 g 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 60.0 80.0 60.0 a m 42 74.26 60.0 80.0 80.0 28.5 59 80.0 80.0 00.0 80.0 80.0 80.0 w 37 59 80,0 80.0 60.0 80.0 80.0 80.0 19.125 78 60.0 80.0 80.0 r 6 26.5 78 80.0 80.0 80.0 /%ice 42 59 80.0 80.0 60.0 80.0 80.0 60.0 e �/ 48 59 80.0 80.0 00.0 37 78 80.0 80.0 80.0 53125 59 851.0 80.0 80.0 V] a 42 78 58.0 79.0 79.0 DESIGN LOAD CAPACITY(PS 1`9-VIEW WINDOWS W/4H VENTS r,, 19.126 63 80.0 80.0 60.0 80.0 80.0 80.0 1 �� , 26.5 63 80.0 80.0 60.0 80.0 80.0 60.0 1� I'# +/-Pressures(per � % 37 63 6 80.0 80.0 60.0 89.0 80.0 80.0 WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.0 60.0 89.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - 80.0 a 19.125 59 60.0 80.0 80.0 63.125 63 80.0 80.0 - - 80.0 26.5 59 60.0 80.0 80,0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80,0 9 S 37 59 6 60.0 80.0 80.0 j/ 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 4 r/.. 37 74.25 80.0 80.0 80.0 42 59 60.0 80.0 80.0 42 74.25 8 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 8D•0 a s 53.125 59 60.0 80.0 80.0 63.125 74.25 74.0 7-/.0 80.0 19.125 63 60.0 80.0 80.0 r r j 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 z z m 28.5 76 80.0 80.0 60.0 80.0 89.0 80.0 26.5 63 60.0 80.0 80.0 i .: �d °t 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 - 80.0 6 42 78 79.0 79.0 79.0 42 63 60.0 80.0 80.0 qg 78 71.0 71.0 71.0 48 63 60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS ``��94ceTttHr �rrrr 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITS ` �.•""""•. 4r. 26.5 74.25 60.0 80.0 80.0 37 74.25 8 60.0 80.0 80.0 RODUCTMIS9D oomplyisg.HWIOn Florida 42 74.25 60.0 80.0 80.0 n8dingCada 53.125 74.25 60.0 80.0 80.0 plmrcoNo t/p. 19.125 78 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 n�vnif)nde Product Coniml '� 37 78 6 60.0 80.0 80.0 42 78 1 59.0 79.0 1 79.0 r'ArPr,ret t. {. t Q ,APPROVED CONFIGURATIONS - EQUAL LITE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O • • IW&# PAIIT # RFQD. DS$CRIPTION REMARKS O O -4� FRAMF_ TOP CORbac 1 • y-78111 y1 FRAME HEAD 6063-T6 ALUMINUM 0� 94 ea • • •• -7 2 IN•FRAME SILL 6063-T6 ALUMINUM 10 A a --•062 I • • • i' o6z • •• •3•• L-4803 •@• FIN FRAME JAMB 6063-T6 ALUMINUM S90 �i 0 2.285 4 L-7704 1 FRAME FIXED MEETING RAltl 6063-T6 ALUMINUM m p N a u I•o7e— f 5 L-7705 I VENT MEETING (TDP) RAIL 6063-T6 ALUMINUM o i-- .8 4 000 : j, • 6 ••1 • NT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3 a 4504 - Z Z • • •. 17 • _ 707 • 2 • VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM c • • 68 • y-7i08 AS REQ'D, LAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM �y a v o 2b51 FRAME ucen •• • W 9 FS-06 AS RE ' . FRAME ASSEMBLY SCREWS #8 X 3/4' Pit PHIL[ W 4S Q 10 FS-040 AS READ. IN SCREWS #14 X 1 1/4' F H/PHIL. c FRAME SILL FRAME JAMB It L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 L-7702 L-7703(,m-T6 ALosaRw) A a O (SM-16 ALa1m1w) O I-—tzso� FRAME 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x,230' 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' U o 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 6I —L441 F $ 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' AWS 49 ts 2.437 16 L-7711 AS REQ'A GLAZING HEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 1 �11N p 2.643 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) lam' s� 19L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) nae �� s� A62 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balnnce Systems N r 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM i ---2713 �� 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REQlD.j GLAZING SILICONE SEE GLAZING @ SHT. 3 O 24 x 2 LaZled Glass SEE GLAZING DETAILS VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL GkME`Sl Z 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON L-7705 L-7706 L-7707 6063-"mmimm) O eoa3-a6 AIUYIRUH 7 FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON S( ) 27 IN 2 FRAME SILL FOAM GASKET SELF ADHESIVE o a 28 HC-026-1 1 SCREEN FRAME 6 MESH L-7730 1 PRODUCT LABEL y VENT TOP CORNER 3p x x x x 06z-- 2862 P oc2 4163 g ~ 31 SM-5504 AS REQ'D, JOINT SEALANT SM-5504 g g R .062 32 x AS REWD.PERIMETER ACRYLIC CAULK OSI P13LYSEAMSEAL q3 aR z x m VENT.ANB RAIL pR —0711-1 IE35 VENT TOP RAR q GLAZING BEAD GLAZING BEAD GLAZING BEAD tjf11°r7 A77 777 VENT SPRING LATCH L-7708 L-7711 L-4204 �1aa r�p7 —.062 (eo63-16 A1Aaaeull) (eoa3-T6 A4u1RRua 1 l aoe3-m Awlmtux r�••�,, H•.• ••- 8 9 PROD 11CfRRVI98D O J'.•�: nycomplytugaNNowplotlda w .�9 mo I BuBdlag(bdo '• `� r r. Ac C, No L013 .391 F n�late h ats VENT BOTTOM CORNER �fl•11i 6PmductContrui'-�, 9 o'dt��.• �`' '`i x.773 .773-� -I .698 466 FRAME & SASH CORNER DETAILS ` a (8089-Te AIAIxINU11) MIAMI- MIAMI—DADE COUNTY,FLORIDA 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) v►�.vw.minmidade.gov/economy Lawson Industries,Inc. 8501 NW 9Ws Street Medley,FL 33166 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 this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SDG-9200"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LAI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15/15,signed and sealed by Thomas J. Soto,P.E.,bearing the Miami bounty Product Control Section Revision stamp with the Notice of Acceptance number Cid F%piratioirdatb by the*6 Miami—Dade County Product Control Section. : . •....4 0000 4000.• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ..,;4 ft 0 LABELING: Each unit shall bear a permanent label with the manufacturer's Jrama jor logy 4city% state;0 4 0 0 series, and following statement: "Miami—Dade County Product Control Approved"dHless otlterWiSe noted 6 4 herein. 00000. 0000 0000. RENEWAL of this NOA shall be considered after a renewal application has begq 4Z$and there. been , no change in the applicable building code negatively affecting the performance oflhis product.. o. 0460:9 444... TERMINATION of this NOA will occur after the expiration date or if there hal bees[$reviston or changl in the materials,use,and/or manufacture of the product or process. Misuse of this*AOA as an.8d$dwement of any product,for sales, advertising or any other purposes shall automatically terminate this MIA.'Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12—.1204.12 and consists of this page 1 and evidence pages Irl,E-2,E-3 and FA,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.02 aMhAMW)MADEC=0UN Expiration Date: February 13,2018 q Approval Date: May 07,2015 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD 9200 Aluminum Sliding Glass Door (LMI)",sheets 01 through 14 of 14,prepared by manufacture,dated 09/25/12,with the latest revision`B",dated 04/15/15,signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and 14ETI-12-4064, dated 09/24/12,all signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204-12) 2. 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 Sliding Glass Door, prepared by Hurricane Engineering&Testing, Inc.,Test Raporiks No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated l Of20/j-: , HEW-447-330,7-,---:- dated EW•44.3307-,••••- dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI1113330, dat@dA1116/12, •. HETI-12-4052, dated 07/10/12, HETI-12-4054 and -12-489r, dated" 09/24/12,all signed and sealed by Rafael E.Droz-Seda,P.E. .... .• ;••••; (Submitted under previous NOA No. 12--1204.12) •••• .. .•... 3. Test reports on: 1) Uniform Static Air Pressure Test,Loadingrpor F13C,TdkSW 94•• •• 2) Large Missile Impact Test per FBC,TAS NW 94 "" •'•••• 3) Cyclic Wind Pressure Loading per FBC,JANIJ3 94 • along with marked-up drawings and installation diagram Qf an.AlumbMff Sliding•••, Glass Door, prepared by Hurricane Engineering & Testing?Ac; Test-R4port N©." HETI-12-4041,dated 10/12/12, signed and sealed by Rafael E.Droz-Sec3ito P.C . (Submitted under previous NOA No. 12--1204.12) 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 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering& Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292,dated 10/20/11,both signed and sealed by Rafael E.Droz-Seda,P.E. 1 (Submitted under previous NOA No. 12-1204.12) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.144908,02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11 3313, dated 10/20/11,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. I2-1204.12) 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) Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum.Sliding Glass Door, prepared by Fenestration Testing Laboratgy,•Igc., 'lest••Reports•••:• No.'s FTL-3078, dated 01/10/02, signed and sealed by*Luis) Fig4er0% P.E.; 0 FTL-3525 and FM-3572, dated 09/09/02, both signed 4j.*FV;led by*foseph C�.6 Chan, P. E.; FTL--3424, dated 04/18/02, FTL-3425, dated.x4/29/02,.yTL-342 ,•••• dated 04/26/02, FTL--3492, dated 06/20/02, vm-34931-•ided (Z/24/02 and.... FTL-3516,dated 07/12/02,all signed and sealed by James G'Vbrt,P.4?••• 64:669 .. .. (Submitted under previous NOA No. 02-1126.04) 66.. 0966..•�6 6�� •. . . . . 0000.. C. CALCULATIONS 9 006•• 1. Anchor verification calculations and structural analysis,6•oomplying+6vith FBG,,**** prepared by manufacture,dated 04/28/15,signed and sealed by Thomas J.bvto:P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-2 Lawson 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 PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company (MA) for their"Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical CowAjj4y (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14;e.qWing ou..... 05/21/16. 0 e • 6. Technical data sheet of flexible vinyl compound FPVC 726?'--P5'(Whitt)0& FPVC••.•• 7200-75(Black),published by Team Plastics.Inc./Bayshore'Veu%y1•Compounds,Inca. ... . .... . Gee* ..... F. STATEMENTS *Geese 0000 0.00•• 1. Statement letter of conformance to and complying with IRB6.6% Ed1*e w e(2014�,- issued by manufacturer,dated 09/02/14,signed and sealed by.1fh0f*s J. Sotos,P.E. •. 2. Statement letters of no financial interest, independence, cont'ormance arW•ooiuplyiri'•'' with FBC 2010,issued by manufacture,dated 12/03/12,sign 4a:id sealed py.Thornr••• J. Soto,P.E. 0 e (Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11 3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-1040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12--4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 12-1204.12) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTmm) 4. - Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11 3274, HETI-11-3275, HETI-11 3291, HETI-11-3292, HETI-11-3307, HETI-11-3313,HETI-11-3314,HETI-11-3329, HETI-11-3330, HETI---12-4040,HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12--4053 , HETI-12-4054, HETI 124064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No.12-1204.12) 5. Proposal issued by Product Control,dated 03/30/12,signed by Jaime D.-Gascon,P. E. 6. (Submitted under previous NOA No.12-1204.12) 7. Proposal issued by Product Control,dated 03/13/08,signed by Ishaq Chandai P E. (Submitted under previous NOA No. 11-0518.03) •000*• 080000 8. Laboratory compliance letters issued by Fenestration Testing rab8r&ory, Iaic.p€or Test •' Reports No.'s FTL-3078,dated 01/10/02,signed and sealed hylpiq Figueredv,P.E. ---o:- (Submitted under previous NOA No. 02-1126.04) ""'• ' 9. Laboratory compliance letters issued by Fenestration Testing Isaf ooatory,Fo.,ter Tesj•••°• Reports No.'s FM-3525 and FTL-3572, dated 09/09/02, bgtb.Aped and•saled bX°,° Joseph C..Chan,P.E. 000000 (Submitted under previous NOA No. 02-1126.04) :00:0: •• 10. Laboratory compliance letters issued by Fenestration Testing tabordtory, bmq-Ier Test'°°°' Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, date 04729/02,•VTI,3426:••••; dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 061WO$ and FTL-3516,dated 07/12/02,all signed and sealed by James G. Worth,P.E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12--1204.12, issued to Lawson Industries, Inc. for their Series "SGD 9200 Aluminum Sliding Glass Door-L.M.I.'; approved on 01/31/13 and expiring on 02/13/18. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SE�IE .: SGD-9200 _ SEE SEE BELOW SEE BELOW sEE - NG,E/5. jj'NpTE pPo /[[[ NOTE IF5, NWOTE i rI r-vv F LLY- 1I i i1I-°v .Y I Pi�1t v �' F "a•T'• • 1fr4 A-rtT—'BLIV•ING GLASS DOOR (F • General bteS: •••A. .mr�nn I osh� + Z0i% j r 4- T 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE .'.' O � i If •_ 0• "I 1 T REQUIREMENTS OF THE 6th EDITION (2014) FLORIDA BUILDING CODE INCLUDING c IJ oI 1 „p ,� i �� n �� • mi HIGH VELD ANE NE VELOCITY (HVEPL) AND ASTM 1300-04. 1 °d •� o� •4 •• • :HIJ'4ODf CT ANT. SHUTTERS NOT REQUIRED r t rcn i r y • eq 6FOOD BUCN9 9HAI64BE INSTALLED AND ANCHORED SO THAT THE BUILDING z X-LP or RP-X 20/2T - XX or 4D/3T - XXXX or 4D/2T • • V 91M TMDSUPgPJMPOSEO ADS IN ACCORDANCE WITH THE REQUIREMENTS qQ z XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP • • OF 1014 F.QQ C!&�Q�s [tI BY BUILDING OFFICIAL a"d m= c •• 9J ANCHdR9 SAOI A80V$Ak�PER TEST UNITS. ANCHORS ON ALL DOOR m s a SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND CS c 2D/2T - RPAS TABULATED ON SHEETS 2, 6, & 8 of 14. 1 O 2T - RP 2D/2T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE POCKET SHOWN (�P�OPPOSITE) 4D/3T ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO (LET POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF m ANCHORS INTO WOOD ONLY. (1 SEE MOW 40/2T 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS Zx NOTE g5. 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS p 2, 6, & 8). O 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, ® m 1 1 SEE BELOW & 11 OF 14. F r AA✓✓✓��NOTE#6. 8.) EXT.s�INET.E.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND TO BE APPLIED o 4D/2T LP/RP,1 0 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND o =D _9� a'S ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE O a^ 4= 0. C%2 i ANCHORED IN COMPLIANCE WITH THE FEC 6th EDITION (2014) CHAPTER 24. C .0 � LE4D/ SHOWN 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FILED � g CD PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. I I (RIGHT POCKET OPPOSM 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED A 3D/3T - XXX or PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE CJ D 2T LP LP-XXXX or RP-XXX NOTES: ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MUL WON Tn 1)REFER TO SHEETS 8 OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS &NOTES SEE SHEETS g 3. 4. 6. 7, 9, 10, 2)REFER TO SHEETS 9, 10& 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. o FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) n 3D/3T 3)REFER TO SHEETS 9 OF 14 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS n s o pgI FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 4)PANEL STACK CONFIGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER REVERSIBLE. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 5)FOR POgKET WALLS SEE GENERALN 3D/3T - LP NOTES #15& 16. I6.) POCKET WALLS ARE NOT PART OF THIS APPROVAL ry \ RIGHT POCKET SHOWN 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE n • (LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS s: z Al �j LARGE MISSILE IMPACT "�� "� % DOORS GLAZED LATH LAMINATED GLASS RATED FOR g o 4- "S 4= -1:1 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. d 4i g:lacatthf �J�oa. .........." 41, `%A,O °'r''s Ars O.y� u. 6:."' o 0 2D/2T - XO'Ci 20/2T�- -1 3D/2T - OXO 4D/2T - OXXO -;�j ua it G:ZO 2 DOOR 3 & 4 DOOR �IQIE$i NOTES: PRODUCI'RBVISfiD 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR Bid* tltOnFl+ O • FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. No L �rry� ••.... • 2) REFER TO SHEETS 3& 4 OF 14 2)REFER TO SHEETS 6&7 OF 14 ,,��h0e FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3)REFER TO SHEETS 6 OF 14 BY _ A FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. at'toluot Cun� , . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8' MAX. NOMINAL DOOR SIZES DOOR WIDTH WIDTH HEIGHT GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' • • • •► • •• '' a FT./IN. Fr./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) • •• 0 i • 11 144"•i• • CLUSTER OF4 ANCHORS as -4 o 5/0 4�rnVAPON:eee • TYP. • • • AT STILE ENDS M 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 q�nq�s % fl£AD/ 6" MAX. TYP. M%, S {NO STEEL) tai/2'�Ge a Doo •• • • W / smaller than 60'to A /6" HEAD/SILL c V O A (N06STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 ( \ CORNERS 3 V Ba • 8/0 6/8 58.7 85.0 58.7 70.0 56.7 78.8 58.7 68.8 ••• • • • • • • \ z di bl (WITH STEEL) • ••• • • • •• • I _ 8/0 i i i i•• i i edea C'J o 8/0 56.7 65.0 56.7 65.0 X X X X (WITH STEEL) •• • • .7/1.6"�a•�.S DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D'VADTH FF./N. Frr./iN.HT EXT. (+) INT. (-) EXf..(+) INT.(-) EXT. (+) INT. (-) EXT. (+) INT. (-) ?,. o a 0 / W W (NOSSTEEL) 6/8 76.7 95.0 85.0 65.0 76.7 B5.0 75.0 75.0 -4D C) M W M Q d (N06STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 0, g 0 a 0 c ►� zo a ( 8/0 )SIM6/8 F76.7 85.0 70.0 70.0 76. 7 78.8 68.8 68.8 STEEL REINFORCING p p ( SEE CHA �/0 8/0 65STEEL) .0 65.0 65.0 65.0 X X X X RT AT LEFT OI NOTES: %% %� 1) REFER TO SHEETS 3& 4 OF 14 rn $ $ g 1i FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. 6 G 4, 2) REFER TO SHEETS 3 OF 14 D.L.OPG. � q FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 0 a 50" MAX. PANEL WIDTH MM s MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH a n R 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION r a E a APPROVED CONFIGURATIONS 8/0 X 8/0 - 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR. TESTED UNIT (FOR PANEL STACK CONFIGURATIONS MISSILE IMPACT AND REQUIRE NO SHUTTERS GURATIONS SEE SHEET 1.) BULB VINYL 17 BULB VINYL 17 BULB VINYL. 17 lb /18'HEAT STREN'0 GLASS 3/18'HEAT S1REN'D CUSS 3/18'HEAT MEND GLASS T STREN'D CLASS 8£ 8 0 090 INTERLAYER 090 PVB INTERLAYER 090 SvM HP VB SAFLEX d 4 1, ai d DuPont SentryGiaes by. DuPont Butaaite by: Clear or Color Glass Interlayerr Color Gloss Interiayer WW E3. DuPont DeNemaure k Co., Ine. W E.I.DuPont DeNemaurs @Co.,Inc. by:SohNo.Inc. Aio, Inc. C 3/16'HEAT STREWO GLASS t' 3/18'HEAT STREN'0 GLASS 3/18'HEAT STREN'D GLASS 'HEAT STREN'0 GLASS `eT6p1eea4ee$pdrs m m m aQt• p ids; °B SILICONE f SILICONE g N SILICONE 5CONE %() .•'�jOOe �L. d60i, SCHNEE-MOREHEAD 5731 5CHNEE-MOREIIEAD 5731 SCHNEE-MOREHEAD 5731HNEE-MOREHEAO 3731 �N'� o� ap DOW CORNING 898 e0 DOW CORNING 899 'y DOW CORNING 899 apW CORNING 898 m"0�.%y m •LL�'e a \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 \ EMCO SPECTRUM 2 '$ ,?) a O 'A M an 9L .40 -3 W i`Ola cd 2- 0.rb'tn'su ap: o camPi�1�v%h iLe�Flmlde ftcoft 8-02 �A No v.0 SII GLA83 TYPE 'A' -GLASS TYPE 'B' nna11� GLASS TYPE 'C' GLA39 TYPE 'DBY' GLAZING DETAILS RoduaControt Ca . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... TYPICAL ANCHORS IN PAIRS 4SYELEV.FOR SPACING TYPICAL ANCHORS W PAIRS ��' 1° Min. FA ELEV.FOR SPA"G • •TYPICAL•ANCHORS D44PAIRS •• STRUCTURE 1B/ -Edge Dist. • • • • • • SW FOR EtMCING WOOD BUCK . . . • • . • . m 1 3/4' ° ° • • • • • • Mr••' /3/4 :'4 :e•. •sa •• • 1 yMIN. w� r o O 113 F3 '•�:�:`•' - - -a . . ••' - - �� to • • • • • •• • • UkTAt.8'fRUG'1'LR1B ATTAL•H1D•,NT DSCItt c � • • • • • • • • NOT& W x yp N 16 *a.= •• • • • • ••3 4�Min. 1•ALL ALUM.TOLD P I�4TE�D ORRPLATED. °D d b 6� o A 1° Min. 2 Ami FB KSi Mao. Q Is � TYPICAL PARS Edge Oist. y O Edge Dist. Y0 ELEV.FOR SPACING TYPICAL ANCHORS IN PAW ) GA.e 7 ( 12 MIN.THICK o O.tOb7 P SEE ELEV.FOR SPACING' B)ALU1fINUM:80b3-Tb MIN. p� . (ALUM.O.D78•Mao.THICK) I. (EE 4 TES FOR SPACING) 10 29Y Wood Buck Substrate or MWA-ME COUNTY FFii7S I I I Wood Stru tura w/(SG) � 17 1 1 4' Specific 0 ty-.BS min.(TYP.) APPWD MUWON �' ( .II •) SEE SEPARATE NCA !� K r 7/16'-LAMINATED GLASS B x �4 O NOTES: 1) REFER TO SHEET 2 OF 14 to 714' N FOR GLAZING OPTIONS AND DP CHARTS. O p 2) REFER TO SHEET 4 OF 14 A N FOR HORIZONTAL CROSS-SECTION DETAILS. '1 = 0. O I I- 3) REFER TO SHEET 2 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. CS Oy MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND � w WU FOR MAX.ANCHOR SPACINGS. _ TRANSFER TFIEII TO THE BUILDING STRUCTURE. Q _j TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING o o R a ANCHOR TYPE CHART IN CONC, or MASONRY' min. s o_ I I r h wANCHOR OPIYONR READ-813iL IAMB Bm6admen Itdyo Dist.Conorate N $ II I_ O ELCO ULTRACAN 1/4' 1/4° 1 3/4' 1' 2.83 I w LO BUILDER 1/4' - 1 3/4' 4° 3.2 Kai BUIlm - 3/1W 1 3/4' 3° 3.2 2L $ a 3 3 II II w ANCHOR TYPE CHART Hi P.)C T900D BUCK 1niII. q $ I I ( 17 I I 1/16"or 1/It• in '" CHOR oPaTONs�sAD-Sv Mm Rao Edge a:Tread N I I I ADHERED TO SILL <Li1 w SILL RISERELCO ULTRACON 1/4' 1/4' 1 f/4' 1' 55 SO s 8 z z I 1O I I r I s WITH SILICONE �y BUILDEX 1/4' 1/4' 1 1/4' 1' b5 so FULL LENGTH OF UNIT N SALS. (Into 2X) /12 12 1 1/4' 1' .35 SG ep r i/4' DRILLFLEX SELFDRILLING SCREWS 8 e INTO METAL STRUCTURES 4 41 w ad ® 21 STEEL : 12 GA. MIN. (Fy = 36'KSI MIN.) O�L8114'.Ildfdfpf ALUMINUM 1/8'1111(. MIN. (8083-1'5 MW.) 0ea +I -, i; �eeee 14 19 N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,,�� '. u °v 2 r�i N INTO DROVED MULLIONS (NO SHIM SPACE) 'Gtjryt, 'j p p�;n A: w ]]rPICAL EDGE DISTANCE „y _, N ¢,Q (1/47 WTO CONCRETE AND MASONRY= 1' MIN. (ELCO ULTRACON) ZS-n . ., -• .' (1/47 INTO CONCRETE AND MASONRY= a°MW. (DW euaDEx) . .� av •` •-' •• •'<ZO 4•.�i PROD=RBVISBD (3/16' INTO CONCRETE AND MASONRY = 3"MW. (D'W SUILDEX) �i C9��Cr Ma1�L3 4' °4. V. MIN as oompbftwX11 a•Florwa INTO WOOD STRUCTURE= 1'MIN. ��i • �� ( ,Z .•1/4• TAPCON or APPROVED EQUAL BY EDR aE40diAgODdoE_V/t 3/4'MIN EMBED.INTO U Ksi Conc.B NoQ2 WTO METAL SIRUCRIRE = 3/4°MUV. pFRGM CDRNERS 6 SEE ELEVATION AT SHEET 2�°a SEALANT$: ejf pilus 1Non-Metaina' IYPfC2 OF 114 FO ASPACU ' FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILLGrout.of Mkbnum S Kai RS SEE ELEV.FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT'. Plodact Contra . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... -TYPICAL ANCHORS IN PAIRS ^ SEE ELEV.FOR SPACING • • • • • •• 4 y ►-� • • • • • • • • • • •• O O v TYPICAL ANCHORS IN PA • • •• • • • • • • Q KtS SEE ELEV.FOR SPACING • • • • 1/4' MAX. 1/4" MAX. m o A SHIM SHIM •• • • • +• ••• •• 3�'� cn a $ • • • • • • • • • z r7 c d °.•Y. • ••• • • • • •• •• 2 p I~ METS arBeUCPImc ATfACIDdENT DETAn. •• • • • • • ••• •♦ Ctl - C7 i NOTE: z z o " i• ''ALUSTEEL TOLD CONTACT INT D OR PLATED. � 6 • AL 2. METAL STRUCTURES: METAL ( STEEL: Fyy= 36 KSI MIN. STRUCTURE (STEEL 12 GA. MIN.THICK = 0.105') g (B ALUMINUM 8063-T5 MIN. Yt :.•�' (ALUM.0.078'MIN.THICK) Fffi3 O O �i O R 0 E NOTES: 1) REFER TO SHEET 2 OF 14 02 +CE �•aWD•) FOR GLAZING OPTIONS AND DP CHARTS.I TYPICAL AN a 2) REFER TO SHEET 3 OF 14 p SYPrXAL FOR EE ELEWV FOR SPACI G 3) REFER TO SHEEET CROSS-SECTION 14TION DETAILS. PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 © O FOR MAX.ANCHOR SPACINGS. SHIM TYPICAL ANCHORS IN PAIRS !o 1/4" SHIM SEE Elly FOR SPAC NO 18 11 D.L. OPG. l i 8 - 3 •.•w 10} a .� � � � � 2 Fi o s 4 2BY� BUCK 16 8 WOOD E I I �• u 17 \\` •'Q EY.'i:.8004 0 8 10 5•,• J..••:lA dpi • • �Bim 1 1/4' 3 .—-'—— SCREENS OPTL— —— ,1' 0 ®• (UN,Ems,) D.L OPG. W R� NOT REOD.ON 6 /7/4' " �8/0%8 8 SIZ SEE ON SHEET 2 OF 14 PANEL WIDTH (WN.ELIBEGJ /BY P.T. TNtODUCT RBY136D • � y,�-- EXTERIOR WOOD BUCK acaubftwith lhoFloridaC. 2D/2T — XO (Shown) DOOR WITH ei°d 906.02 1 ,x p \ 2D/2T — OX (Reversed) °I,� Tkoa,l>:Lc a • . ... . . . .•. • • • • • • • • • • 196 1/4" MAX. 13" MAX. TYP. • • DOQR WID=H CLUSTIM OF •• + "" 41 AT HEAD/SILL• • • • • i • :AT`TA w� • _ 6" MAX. TYP. o A2 • • • • • • �6" HEAD/SILL CORNERS m$ •j :t • • • • • • a, -D, ••• • "� a w o a r^oa I c; � D 012 q O OXXO 0 7/ • • • • • • • 0 18.OTUL 4 46: • • •• • G z° R * 0 • ED • i•� i . • 'o3sa 4 .. C1 j� D U �� • E � • • ••f/•• j� � � � C OXO rnorna APPROVED CONFIGURATIONS d p ® a (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z 0 Sfln REINFORCING O „ BULB NMYL n B2 Q AS REGD. , t I w ig6 3/16'HEAT STREN'D GLASS X X O I 080 PA INTERLAYER 0 E q DUPONT BUTACITE Inr A W E.I.DuPont DeNemoure&Co.Inc. / 00 3/18'HEAT STRENV GLASS z ul 44 3/4" MAX. JLOffi Z 5 SILICONE 50" MAX. D.L. OPG, 1) REFER TO SHEETS 6& 7 OF 14 SCMVCORNIN 899HEAD 6731 PANEL WIDTH v SCHDOW CORNING 899 FOR TYPICAL CROSS-SECTION DETAILS. O 3 a 03 c9 `�" 2 REFER TO SHEETS 6 OF 14 ^ \ TREMCO SPECTRUM 2 ) ut PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. to 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS ' TESTED UNIT LARGE MISSILE IMPACT GLA33 TYPE 'B' DOORS GLAZED WITH LAMINATED GLASS RATED FOR N DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. S GLASS TYPES 'A' OR 'H' E z z BULB VM-@ PANEL%70TH DOOR HEIGHT STANDARD SILL 2-1/4" RISER 3" RISER p 9 3/18'HEAT STREN'D CI,A55 NOMINAL 080 INTERLAYER Fr./W. FT'/IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8 c OuPont-SentryGloee by: E.I. d AI .1¢{ DuPont DeNemouro&Co.,Inc. 2/8 40.7 60.0 56.7 60.0 80.0 60.0 z m 3/16'HEAT srREN'D GLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 ° tY �y ptodda ,Ot�t�4c`T✓pp ,ooBOP to SILICONE BuBdiogCodo O ♦ ....... 4,, SCHNEE-MOREItEAO S73t 3/6 40.7 60.0 56.7 60.0 60.0 60.0 �,.�j'�j�t,OG. ♦♦,<O,.• t mm Dow CORNING 696 4/0 6/8 40.7 60.0 56.7 60.0 60.0 60.0 . 2 U. TREh(C0 SPECTRUM 2 C/J:N c p 8N J a a q0 4/6 40.7 60.0 1 56.7 60.060.0 60.0 ProdTtsl ou! U, 4/11 40.7 60.0 56.7 60.0 60.0 60.0 PANEL MAX. D.L.O.: •C2 S 2/6 40,7 60,0 56.7 60.0 60.0 60.03/0 X 6/8 = 32-3/4" X 74-3/4" i O' y•♦� ce 3/0 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 6/8 - 44-3/4" X 74-3/4" �' mm�i�[ ....... ��♦ GLASS TYPE 'A' 3/6 8/0 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" GLAZING DETAILS 4/0 40.7 F 60.0 56.7 60.0 60.0 60.0 A 4/0 X 8/0 = 44-3/4" X 80-3/4" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS - E ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS PAIRS METAL IISE SEE ELEV. S'iDIG FOR ACF STRUCTURE m 1" Min. • • M. C%WAGNO• f •• By Edge,Dist. • • • • • • • • •• • e a W000 BUCK ,• • .• • • • • • • • GAw.CMOCe.) J 2" M(N. .a, d • 0. •• • • • • • m 1 3/4 ; R• . 1 v=••• • • • d x M ti a L.MTA. 7YP.• (MW.EKBEO) e'P; L� 3 fiW 8.fvr �_ O O �d L � • •• Rohl VlGinw. � �� O - _ `:y,•• ••• • • • • •0 • MRPet.ca'.DG'+'1�XP1'ACHMEN'P DETAD c • • • • • •• • • N01B` o v • • • • • • • • • 1,ALLgy�EL IN CONW WITH W= 4 V' o ys x •• • • • • • •• 3 4• Min. ALUM,TO eE PArtiTEO OR PLATED. m a. Q 2 18 •y Vl 2.METAL STRUCTURES: 1" Min. TYPICAL ANCHORS IN PAIN E g@ Dist. AL)�S��TE�EL:Fy 36 KSI M[N. Edge Dist. yp.) ELEV.FOR SPACING Itmm ANCHORS IN PAM (SAEE1.12 GA MIN.TWCK-0.105' SEE ELEV.FOR SPACING B)ALUTANUM:9093-TS MIN. Q $ N (ALUM.0.078'MIN.THICK) 4 10 Woo2BY Wood t u e /(SO) to or MM-DUDE COUNTY y �It� Wood 5 lure v/(SC) 1 { 1 t 4 Speidlk:Q SAY-.0.M1 m(n.(Typ.) APPR•D SEPARATE MULLION �1 I (�•II��.) � SEE SEPARATE NOA PRODUCT REVISED •igmgg Buil • �Q 1 04 N9FTodda { 7/16'-LAMINATED GLASS = AwaPmnw �- 08. o N (,J�J { { � 3Z4' Min. � CQ { 1 { NOTES: 1) REFER TO SHEET 5 OF 14 Edge ist. O FOR GLAZING OPTIONS AND OP CHARTS. PmdudConUal I o d 2) REFER TO SHEET 7 OF 14 0 Q 8 IL { FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD SUCKS AND METAL STRUCTURES NOT 13Y LAWSON IND. 3) O O REFER TO SHEET 5 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Y = w x WFW FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. O w O W TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING g a ANCHOR TYPE CHART IN CONC. or MASONRY Tntn A o { IIuj ANCHOR OMONs HuD-s03.MHO Rn&adjnml RAP Diet.Conereteo { { 4 { O ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 2.89 Kai s Of 4 auum 1/4" - 1 3/4' 4'- 3.2 XM y. BUILDEX - 3/19• 1 3/4' 3' 3.2 Kai N ! { i ANCHOR TYPE CHART IN 2X WOOD BUCK min. 17 { 1/16* ILL or RISER/e' d w M N ANCHOR OPIYONS SAD-eR&n=Embedmen Edge Obt 2:Wood a 8 g { HEREO WITH �•f�/1 W ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .SS SG r { { {• S CLFAR SILICONE w fn Bun= 1/4' t/4' 1 1/4" 1' .5s sG z { 10 of uNir"s1u At* S.M.S.(Into 2X) ®12 g12 1 1/a• 1•114" DRILLFLEX SELF INTO METALS UCTURES14 TEEING SCRAl ;STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) \\ItTRlALUMINUM : 1/8"THK. MIN. (8083-75 MIN.) ,\ .l� pe14 19 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ��5,.•'`••°"' �1a2 fila, S IWO APPROVED MULLIONS (NO SHIM SPACE) p -13 1 � TYPICAL EDGE DISTANCE •% tq 6:.. (1/4") INTO CONCRETE AND MASONRY- 1"MIN. (ELCO ULTRACON)• '• • • (1/4') INTO CONCRETE AND MASONRY- 4' MIN. (ITW BUILDEX)T EACH END (3/18' INTO CONCRETE AND MASONRY- 3"MIN. ((TW BUILDEX) �� GJ�N►� MaL 361eDD. < 21 Mirk 1/4' 'TAPCON or APPROVED EQUAL BY EOR TYPICAL ANCHORS INTO WOOD STRUCTURE - 1'MIN. i��y'' • � p«� ( )• .4' .e ITP W/1 3/41 MIN.EMBED.INTO 3.2 Kat Cork.B 6' 2 PER CUP INTO METAL STRUCTURE = 3/4'MIN. •'• •• ♦ tC. R' 39 FROM CORNERS 6 SEE ELEVATION AT SHEET SEALANTS: SII 1\\\\\ S OF 14 FOR MAX.SPACDG A Non-ShNnk,Non-MetaftFRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Grout of UW=m S Kai TYPICAL ANCHORS IN PAIRS SEF ELEV.FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS IN PAIRS , /a. •-• SEE ELEV.FOR SPACINGEMBED. • PANE! DTH • • • ••• 1 WI 1/4' SHIM • • • • • • • • • • •• 1/4- SHIM ' �• MAX. • •• • • • • • • 40'o ra z n • • • • • • • • MAX. ;' goo h ,y1 x .L. OPG 9 8 I • DL! OPG. ••• • 7 •• • 3 rn o O C 3 as ;� s gom A cn 0 23 Z &� 1.1 9 8 S 10 .n: G SCREENS oPRGNAL ——— ——— -•�:••t`.'' .•�. ® m OPG O O EXTERIOR D.L OPG. ler p� o PANEL WIDTH WOOD BUCK 4D/2T — OXXO o 0 DOOR WIDTH m a g NOTES: 1) REFER TO SHEET 5 OF 14 (� FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 D7 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 1/4" SHIM FOR TYPICAL ANCHORS AND NOTES. 1t 4) REFER TO SHEET 5 OF 14 PANEL WIDTH n WOOD BUCK MAX. FOR MAX. ANCHOR SPACINGS. 1/4" SHIM n MAX z ~ 4 .L.O. s s D.L. OPG. 7 � • � 23 6 4 'd e'• PROI UCT RHVI.SI3D $ z x 18 ...' w lye G,dm Florida d8d ail 5 t! � Q+ Q+ U a•� _' AAIetAl edO PfadOd Conho � oer;,bat80o��e 17 e10s�o9..*• :(%pipe 30 a•'c7V 1L •.j n 1E7 (MDI.I/WED.) SCR PHONAL - �OPG. 't`. J'[� N O �'•,s D.L. C2 TYPICAL ANCHORS IN PAIRS E D •Z O SEE ELEV.FOR SPACING O EXTERIOR O " `,IJ O PANEL WIDTH �3/a" �Q:' (MIN.DAMO.' 3D/2TWOR WIDTH OXO ppO��b�i �.."`, `�•� a a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET & NON-POCKET MAX. WIDTH 191 1/4" i. m F i • •• a 13 1/4" MAX. EYP. • • • �t15TER OF - / • • • • • • • ♦ CHOIt •• 6^ MAX. TYP. POCKET WALL AT HEAD/SILL • • • • • • RT�fILE•ENOS m 7 9 1 0 T 0. a 3 •• • • • • •ig^ HEAD/SILL CORNERS SEE NOTE Q7. m im tr • • • • ••• ••• \ )- 7e 0aa ° �__ ===-=1 0 ffi POCKET WALL ° ° O SEE NOTE Q3. D Q B B I I m p 41 m 7 X-RP or LP-X ( ') Q •• • • Q • •• ••• •• p Q I cc i Asa _ .{ B • • • . . . . • B [11"0 z� � ELI +m a• a' r t x to C2 +� ^a •a o1 081',w a m Q Q B F1 i 1r a• "a �; o °'zd °vo XX or XX-RP or LP-XX or RP-XX-LP o' o o j �i I $pp F i Q Q F2 I Y I 1 • % O i It to 7/L6'ovERAu tAM. srEEL REwvaRgNc D-0 n'" Q 0 AS REOD. i a- a• a• mi POCKET WALL B B 64 B a B g m O I � SEE NOTE g3. B Q Q j I CZ ;r * ) X B3 Q X XXX or RP-XXX or LP-XXX NOTES• F I 14 x ' 48 3 4" MAX. 43 1/2- MAX. 49 1 8" MAX. 1) REFER TO FOR TYPICAL CROSS-SECTION DETAILS. 1 $ 001 �/ n t / D.L. OPG. / _ O� 2 TO 9 OF 14 d -0 4- T PANEL WIDTH PANEL WIDTH ) FOR TYPICAL.ANCSHORS AND NOTES. i n a• a• 4• a- "i 4 DOOR - THREE TRACK 3)FOR POCKET WALLS SFE GENERAL NOTES a s o •p "• .a -0 a, PANEL MAX. D.L.O.: #15& 16 AT SHEET 1 OF 14. "XXXX" TYPICAL ELEVATION a• a• ^� "� of 3/0 X 6/8 = 31-1/2" X 74-1/4" TESTED UNIT a r 4/0 X 6/8 = 43-1/2" X 74-1/4" a XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP DOORS GLAZED WITH LAMINATED GLASS RATED FOR H APPROVED CONFIGURATIONS 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPdC1TY-PSF(2 1/4"SILL) DP CAPACITY- PSF(6"BDJ.) LAMINATED GLASS 8 NOMBVAL DOOR SIZES GLASS TYPE'A' GLASS TYPE 'B' GIAS9 TYPE 'A' GLASS TYPE 'H' LARGE MISSILE IMPACT 8 z z BtnB 3/16'1 HEAT STREN'D GLASS �L3/18"HEAT STREMD GLASS Fr/IN HEIGHT EXT.(+) INT.(-) EXT. (+) INT. (-) EXT.(+) INT.(-) EXT.(+) BVL(-) RODUCFREVISW - w>eVlyingwnhlhoFlotid° ° 060 PVB inch yar 090 PVB INTERLAYER 8/0(20R) dlogCoNo �A.q Son_CP-Satlez&Sonex HP Dupont ButoeRe or (W/ 1 STEEL) 8/0 56.7 68.0 56.7 88.0 68.0 68.0 68.0 68.0 No V•I� a 41 . ei SO SOLlR1A,Inc.or 0. • DuPont-Sent ss w DuPont Butocte bY:E.I. .�DuPont DeNamo ra&Co.. Inc. 8/0(2DR) 8/0 58.7 88.0 56.7 88.0 68.0 �.0 68.0 88A ,,,,��to 6t°P p`. 1= DuPont DeNemoure&Co.Inc. 3 18"HFAT SIREN'D GLASS (W/2 STEEL z a° ZD) / ) («) (') 'Al0Productcomre • g ...........i y 3/18'HEAT STREN'D GLASS ♦ Q �'• t/ 12/0 ( ) 6/0 56.7 68.0 56.7 68,D - - 66.0 6&0 m SILICONE e8s i0 oow CORNING 69e (w/ 1 STEEL) tj' o •j, 4o Ln N (12/0 (STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ()68.0 )SDR) 68.0 ''u ►W' ^N z 16/0(40R) .; 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 80.0 (W/ 1 STEEL) GLASS TYPE 'A' GLASS TYPE 'B' nye 2( ) 8/0 53.3 68.0 53.3 88.0 68.0 68.0 6&0 68.0 A GLAZING DETAILS (0) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/"Dupont 0.090"SGP Laminate • . ..• . . . ... • • • • • • • • • • • • ••• • • • • ••• 1" Min. 1/4' TAPCUN or APPROVED EQUAL BY EDR TYPICAL ANCHORS IN PAIRS METAL Ede Dist. V/1 3/4'MIN EMBED.INTO 32 Ksl Cont. SEE ELEV.FOR SPACING � E �fORRS IN IPAIRS STRUCTURE 9 e 6'FROM CORNERS ti SEE ELEVATION AT • •eV• SHEET 6 IMF 14 FOR MAX SPACING. • • I1 39 • • 4t • • • • • p � ' _, e ° ! '1. • •. • •• •� • • ••• = m� Q mai z 1 4' �'�•,c•� °d.•. ° e •a 1J/4. °.d . S�4pdy •eA •• .'� 4• • • • tN Maa V! PS a (Mw.I .)'i1i "• •.,d 4• (ION.E48E0.) ,.•y. '° •.•d .e. •d\ •• • F Q O ° •.4 L .�'• Y1 6 d. ! o z a a' 4ror•�y�n `._ ..._. -�. '..1/4 MAX. — - - - --- al of Q d a •,y 4`�c GAP ME • 1 BY P.T. • • • • •• • • za q V' o 11 VOOD BUCK000 00 9 A7rAGHHWMJZTAU • • • • • • • • TYPICAL ANCHORS IN PAIRS NOPE: W�TH Q& O 18 O Oi 18 ' iB SEE ELEV.FOR SPACING Woad Buck SuDeWte 1 AL�UM�BE PAlMEO OR Z F PIATEO. �61j N 2.METAL STRUCTURES: O1 CLEAR SO_ICONE Wood Struodne w/(SO) TYPICAL ANCHORS IN PAIRS STEEL �}•MIN. 38 KSI MM. a 10 I i RING COMPOUND Speo%Io Graft-.SB min. SEE ELEV.fOR SPACING B 11 NUM:60637 TS MIN .1037 • I (ALUM.0.078'MIN.THICK) 17 4 MIAMI-RADE COUNTY - I (MDL IEM8E0.) �SEPARA EO NOAlak O d II I II I i I I !%-LAMINATED GLASS T�l � tf I I i I I FT _ E+ CQ Of I I' I I I CQ NOTES: 1) REFER TO SHEET 8 OF 14 R'i I I I I I I FOR TO OPTIONS AND DP CHARTS. Q O I I 2) REFER TO SHEETS 10 & fi OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. L7 a FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND In 3) REFER TO SHEET 8 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. FOR MAX.ANCHOR SPACINGS. ky TYPICAL ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING $ g I I I I I I I tn w ANCHOR TYPE CHART IN CONC. or MASONRY min M a o r ANCHOR OPTIONS BEAD-SM JAMB Rm Bd;e DI9L ConOrete N PRODUCT ftBVI3w ELCO ULTRACON 1/4" 1/4' 1 3/4' 1' a.BB Ksl ► � a, BUILOE% 1/4' - 1 3/4' 4' 32 gal >seomplyutgwBhOroFlolida g I I I I I I \ ��DuBdtogoodo O OHS Bt CHC - 3/18' 1 WO 3' 32 KW A w NO G ANCHOR TYPE CHART IN 2R WOOD SUCH m1n. 1 f8'BILL RISER i7 4W ANCHOR OFRIONB BEAD-8IIS,11 B lredmea Bop BbL Ea Rood Q •� ga • I I I ADHERED WITH V1 ELCO ULTRACON 1/4° 1/4' 1 1/4' 1' .5s SO s CLEAR SILICONE �' �Frddon JDHw si x FULL LENGTH W BUILDDC 1/4" 1/4' 11/4" 1' .55 50 I I I I I OF UNIT SILL ut"i I I I I I S.M.S.(into a%) .55 sfl 1/4" DRILLFLEX SELF DRILLING SCREWS 8 0 I I I1B I I I INTO METAL STRUCTURES d 41 r of O I 12 ® I I OO I STEEL : 12 GA. MIN. (Fy m 36 KSI MW.) ,�4MMTMnreeePJ I I ALUMINUM : 1/8'THK. MIN. (8083—TS MIN.) ♦♦..�` +i f1M y °FPR I B I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ♦ 0�,.•'°••••�,•.<a/.Fo, 1 I 21 I A70 SMS ��1� GLl••` CAULKING I I INTO APPROVED MULUONS (NO SHIM SPACE) ;q U.U. O 0 .!7 4:. .. TYPICAL EDGE DISTANCE :a` * W :4 e J (1/4') INTO CONCRETE AND MASONRY- 1'WN. (ELCO ULTRACON) :p ~ 0. IP'f d~*••.`a••'• '" •a •�.r:•-a*+• •«.s q. " ' J (1/4-) INTO CONCRETE AND MASONRY-4'MIN. (ITW BUIDEX) r- a 27 °•`�,� `v : ^i:i' ••=s A (3/18') INTO CONCRETE AND MASONRY- 3°MIN. (ITW BUILDEX) ♦♦♦ c (Mtn.�) -i',° .A a:°.a 1/4• TAPCON or APPROVED EQUAL BY EOR 4. TYPICAL ANCHORS INTO WOOD STRUCTURE 1"MIN. Id, J• v V/1 3/4•MIN EMBED.INTO 32 Ksl Ca a 6' 2 PER CUP INTO METAL STRUCTURE o 3/4"MIN. AdIJJ•• p� A .' o•�' FROM CORNERS 6 SEE ELEVATKN SNALAM& F TYPICAL ANCHORS M PAM OF 14 FOR MAX.SPACING, FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEE ELEV.FOR SPACING � SEALED WITH WHITE/ALUMINUM COLORED SEALANT. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ••• . . . . 0% WORD BUCKS NOT BY LAWSON INA '.••I MUST SUSTAIN IMPOSED LOADS 1/4y "-• ° " GAP < • • • MAX. :'• • • • • •• qq CLEAR SILICONE ADHESIVE �' e�.Y. • • • • • N S Q v'�. DING COHPOUND :.:'.•" • • • • • Cagy �.. • • • • °A :••.•: •• ••• • ••• 7n6'-HS_LAMINATED GLASS01 13 8 7 7 d: 0�1�N p 0 0 D SILICONE ADHESIVE ' '. HEODMG CumPOUND 13 •• •o#l*8f F4AI 4-S*S•W • 7 • 2 STEEL BARS REOD.ON ge ::•' N 7 • •FEs 91 L 7fR �F 44o"2 9 •CHART W PRESSURESIZES AS LISTED IN S 5Oz.FggATE ANggD• • R NST �7 �• SNOYFI SHEET 8 OF •.. •� 18 I q � O 16 I 2X T. q Liv >, 6 17 8 '. I U 19 17 4 •,.�'.::-,•_y- 16 '•'�-.i*"y ate:.d':''•., C y,.• t 4, ~ d� •� 1 STEEL BAR REQD.ON O SCREEN ODOR 1 PANEL SCREEN MOR PANEL O ,r: c• <. S12E5 AS LISPED D7 DP O a (OPTIONAL) CIPTIGNAL> D "•,�5=F`•' e,.,,•�rir CHART W/PRESSURES Li 02 < "`'°`�5 .•' Hp:.:.°O� ��wv':-�'. SHOWN ON SHEET 8 OF 14 - EXTERIOR EXTERIUR GPERIMETERCAIAKDJO DOOR WIDTH 042 1/27 (IAN.BMW (M.Fl1ODJ 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 x FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. Sg3 3) REFER TO SHEET 9 OF 14 t o WOOD BUCKS NOT BY LAWSON INA FOR TYPICAL ANCHORS AND NOTES. MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 ° - 7/16'-FLS°LAMINATED GLASS .e :• FOR MAX. ANCHOR SPACINGS. 29 1/4* . GAP CLEAR SILICONE ADHESIVE <" g$ MAX. e N $ BEDDING COMPWND 3 7 13 37 .� p 4 E 6 ,°, $ e s' .. 1. 812 X 2'FH./PHL-S.M.S.W/ •1 1/4'HIN.EMHEA INTO 2X P.T.WOOD BUCK(SEE SHEET d9 FIR FASTENER NOTES AND 6 1 ELEVATION AT SHEET B 8 FOR o: 6 FOR FASTENER SPACING I Q 41 x 2X T. ,,, E itt a t E L Z'�*" JRGv1S-- 18 �wmPh'I"B ftFloddn ♦Og ...........,••/'J°�v 012 v4' rL in D •17 ..BuBIUvB Zo10 In b' we o r O trli' cl 25 ,.b.:;ti..}.vq 18 �;atiTM;;H.:�:.Vii' •pnyo' •11J v0 0:0 ------ ---- rk� 1 yam: Cm .e •i-..� SCREEN DSR— 3 ,c,' + '• e. FO�� stir C2 (OPTIONAL) O EXTERIOR . '(P:MS .Ty^.�1f f.: ..a,?`?r9`. bJ` ��II�••91•• A b EXTERIOR GRADE—/ 'JE oilp , DIM WIDTH(967 PERIMETER CAULKING . (M.EYBEOJ (YRL EYBED.) A 2D/2T — XX . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DOM BUCK WIDTH(189 3/4') (WL EYBED. • • • • • • • • • • • ° �o q v ••• LL 111 3/M fPK/PH sil •: ••• 'd.• m �„� z a. 1 4» MAX. C SEETOPTMNAL INSTALLATION �; °� FOR POCKET WALLS to<n 0 g /SHIM DETAILS AT SHEET 12 OF 14) a• SEE GENERAL NOTES .-. O O °1I �.1•5& 16 AT gia� 4 A g MEET 1 OF 14. 1/4' TAPCON or APPROVED EQUAL By EOR •• • • • •• •• A. ; W/1 3/4'M.EMBED.INTO 3.2 Ksl Conc, NOTE: ° 6•FR@1 CORNERS 6 SEE ELEVATION AT CLEAR SD.ICONE ADHESIVE STEEL BARS REOD.AS • • • • • Z Z R A e.e" SHEET 8 OF 14 FOR MAX SPACING. BEDDING COMPOUND LISTED IN OP CHART W/ • ••• • • • •• �{•. I• c 4 .• p PRESSURES SHOWN ON • • • • • 1 18 I (EDDE,DISI.) a"d S 6 I�j O z O ° 13 SHEET 8 914 • • •-- •-•- • • _IL. k O Off"' •NIr 37 ------------- — 6--ie ---- —'----- 6 ----- S�jj p ------------------------------- -------------- -- ----- ------ i . --------------- CLEAR'Sg.TCONEADRESIVE'--__------ N ---BEDDING COMPIHIND l ------ jjjj I 18 7 1 • ....e a: 8 i --- FL �� d O � O .g 17 8 2s O I O q (712 p ta 7 ___ A ° 1 _ _ - _ ________________ ____ __ -__ Q C5 '. T _-�•-� —_— _-_SCREENS OPTIONAL 'e POCKET DEPTH o `e a EXTERIOR GRAVE EXTERIOR PERIMETER CAULKING TEST MM WIDTH(198 SM.) (MIN.I]18ED.) 4D/3T - XXXXP ) NOTES: 1 REFER TO SHEET 8 OF 14 • a TYPICAL AbVAORS IN PAIRSFOR GLAZING OPTIONS AND DP CHARTS. y B gi A a TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING 2) REFER TO SHEET 9 OF 14 9 3 ra E SEE ELEV.A FOR SPACING INPA 1/4" X. FOR VERTICAL CROSS-SECTION DETAILS. 1/4- MAX. ISHIM ---- ------ 3) REFER TO SHEEP 9 OF 14 Q FOR TYPICAL ANCHORS AND NOTES. p --------------------- ---------'--- 4) REFER TO SHEET 8 OF 14 $ SHIM FOR MAX. ANCHOR SPACINGS. z 8 x �< m • 03 '�rlatnis u)Je®s • ATTACHMENT �NOTE: 8O _ tL1.ALL STEEL IN CONTACT WITHvALUM. TO BE PAINTED OR PLATED. _—- �oN �1}'2. ETAL STRUCTURES• RSZSTRUASTEEL Vy 36 KSI MIN. 1 i �12GA. MIN.THICK - 0.105' PRODUCTREVIS13DZB)ALUMINUM: 6063-79 MIN. 30 wwmPlYhB WiU dw Flwi�(ALUM. 0.076'MM. THICK) ---- ___=== Co4o O 02- ------ •�• ____________ ___ ___ (MiK.AIBEDJ SCREEN DOOR PANEL A (OPTIONAL) M�1 sG Control' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . SGD-9200 HILL OF MATERIALS — 2 & 3 TRACK FRAME1 3/4" MIN. ITEM #1 PART $ QTY. DESCRIPTION RSMARK9 EMBED. .4M I L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM •14FES 01i ANCHOR WE*S • •• •• rC � •NO1ES*AT 6HEM 3,6. i 9• • • •4; 1,2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slide) 6063-T6 ALUMINUM •2.FOR MWEr WALLI SEE•GENERAL • ° •.• -0 •NO/ES X15•& 16 AT SHEEM 1 OF 14. • •�' �., 21 of 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR • •• ••• • ••• 11•,11 ra a w O 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICALAT ANCHORS 7.':^ INTERIOR o 0 u O 14 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM $ SEE ELEV. ' ° a' to A z Ag 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALL114INUM 8 e i,� •• i i ••FOR ;PAC INi•• 0.6. s Z�; a Cf) 6 L-9201 t PANEL LOCK STILE 6063-T6 ALUMINUM 17 • •• • • • • •• I 16 17 Q Z o 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM �y • • • • •• • $2 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM g Ch I 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM I z AIn N 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM w •� 5 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM ° mac'""e 16 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 31 17 1 j'9 w 28 '" STEEI.BAR RE .ON 17 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM t S2ES LISTED W/BP Baps 8 14 PWS-016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #QB6757DK EXTERIOR a•.o v. TYPICAL ANCHORS ARM V. IQ _ AT 8'O.C. 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) SEE SPACING Fl Ul e 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) FOR SPACING 1/4" MAX. 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. SHIM 1 3/4" MIN. p 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1. 1/2' EMBED. CSI od 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL EXTERIOR '0 m 20 FS-003 2 ROLLER ATTACHMENT SCREW 08 X 1/2' F,H./PHIL. POCKET DOOR HOOK p 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FUXUft Vt AtFPVC1Cemeesteon-Terra PlOft. 4. FPVD Mede Com 02nd Na 720678 $ $ 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. PRYgCAL ASTMNO. 25 AR-020 m INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) DmomemrAmdmn'A'.Iosm 75 D0240 Q � Speait@avld 1.41 D-M a 26 AR-021 • ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Tmm'I4SRm21h,PS 1540 D438uftw • s 27 AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) M%msElIW%EIw 240.0 ossa Madams®100%.0a>gedm,PS 7W.0 DQ8 r g 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES 4 KEEPER rm arh 7110 0745 n • •2. P WNIe:Compound No.7207-78 29 0 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PBYSICAL A8TMNO. N b 8 wd D=-*,Hmdmm'A'.10 sea 75 D4240 �5 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM Sp�owy 1.45 D-M 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM TemOe Ssangl pm 1540 D-98 1 DWmeb 0nnpdaa.% 3210 D438 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee-Morehead 5731 rMm�m@ 1 Elmpnm,PS1 7655.0 D 746 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 d d! r of 34 r x NEUTRAL CURE SILICONE Tremco Spectrem 2 5eaa;rr 35 HC-045 2 NYLON PLUG ( .480' HOLE > RIGID PVC ,`0oyeeL .�aarrrrPr8 36 HC-043 2X PANEL NYLON TOP GUIDE - RIGID PVC e, 37 V�+'r✓pe 37 FS-005 AS REQ D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS �°�i iv O.4Q jP. 38 FS-013 AS RE02T. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS al 39 LSM-5504 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. PRODUCTRBVISBD oa eomoyft with 1ho Fiodda "' �' 40 020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. DuOdingCado �b•.� •• - SCREEN PANEL ■ A N° ��S.op- 41 eiAO,�,�•••... �� 42 AS REQ'D. JOINT SEALANT Schnee-Morehead 550443 ■ PERIMETER CAULKING OSI POLYSEAMSEAL Pmduct °Ca l44 1 1PRODUCT LABEL ■ .. .. . • . .. .. . . . . . . . • . . . p -3.625 1.000 I .062 T- I ` ' • • � �1.000 F • • • • • • • • • • • •• m$ a • •• • • • n m o y `�a 1.594 O 3.500 •376 •• ••• • • c 0 .062 FRAME HEAD 1.218 000 * 6 •. • • • .. �9� W • • • • • Z�l • • • . • 10110 1.500 •• • • • •• • • �W= • • • • • • msa TWO TRACK HEAD �.687�1.594 --1 Q3 • • • • • 000 • .� AT SHEETS 8, & 9. 1 MULTI-SLIDE FRAME HEAD FRAME JAMB a ,PANEL TOP CORNER 090 r•12 1.687 FRAME TOP CORNER Tn r � 4.094 � El M .062 , 2.250 750 1.132 062 1.590 TWO TRACK FRAME �mAl c .559 T-� 150 4.154 1.619 � o FRAME SILL � b CQ INTERIOR INTERLOCK .890 Q q V41 1.619 L0 00 .062 ,150 1. 00 2.798 ffi 6 2.039 1.590 r i o .062 1.132 c PANEL BOTTOM CORNEv.094 8 ® 1.197 ® 1.687 Q N i PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK s $ 37 180 2.686 .844 2.280 s x .094 I FRAME BOTTOM CORNER 8{8 1.044 U62 1.6174 ai i ab 1.710 eeeNoonoillf", 616 000c °,A •� �y�4i 1.842 i� GLASS STOP t0 LOCK STILE© q;�✓`• a 6`��t -1.655-1um .531 .580 ASTRAGAL STILE PRODUCTRHVISBD `:�u _ .1 ,0, .�0&,Iwlb." tmid • C 524 3.000 O� .875 .070 a1.250 25 � � ad ••uoo► ©3 -•i 1.142 ® .124 Q i FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER 5.244 T 070 .4 a 0 1.000 ® 3) `� q v N 1,500 11.594OO .086 o A it 34 yq Cn FRAME HEAD Z 6 fe 0 .090 I s c .062 2.250 I �� W 500 FRAME TOP CORNER I` 5.748 I 1T®� m a FRAME SILL t2 `'1 14 6 a .500 I O a 1.000 —f THREE TRACK FRAME CQ XO 1.2150 � q .062 ® rn g N '$E INTERLOCK REINFORCING .376 .500 Fi R o r.2l,2 ASTRAGAL 18 5.094 g s a 1'600© ry 8i EE g �Log7 Coq] N 8 ff W REINFORCING $g 9 t3 .375 � 14 � s FRAME JAMB 1.250 p%%0115a11101", 500 27 •• •• • • • •i 7 e �.•• •.N INTERLOCK REINFORCING • • • • • • • �O, �i�y�+�� • • • • • • • • ••• me�9;�,• Is a•.�jy • •• • • • • ' J: .527 FRAME �o�rl pm Crams i 0 a ••• �' C ¢:B 2.094 PRODUCT REVISED ' 078 Nwmplylus`'� ti ftfWdo o ,fig °• .100 • ••• • ••• •• • BuA0 0� 0 •On , t9 s7o •• n ur*„• .953 •• • • • • • • • • • 3• 31 25 • •• • • • • • • • • ` A Packet "P” Hook "C"CLIP •• • • • • • Mlg� and 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lk MIAMI•DADE MIAirII RADE COUNTY,FLORIDA 9 PRODUCT CONTROL SECTION DEPARTiviENT OF REGULATORY AND ECONOi411C RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmiamidade. _0V-1C onamv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In.Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.I. f APPROVAL DOCUMENT: Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Produr Control Section. . 0000 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant000000 609906 LABELING: Each unit shall bear a permanent label with the manufacturer`s 1181M•Ar logo, city, state., 0 00000 series,and following statement: "Miami-Dade County Product Control Approved&",� ess oth11wi?eanoted' herein. .0 0 . 000.0• ease 00000 RENEWAL of this NOA shall be considered after a renewal application has beeneflWand tl4ere.ha%been,...e s no change in the applicable building code negatively affecting the performance of"a rfVuct. a .' TERMINATION of this NOA will occur after the exoiration date or if there hasbeen a'revisrahanae•e••• in the materials,use,and/or manufacture of the product or process.Misuse of thig N©%as anendorsemeng a.a e of any product,for sales, advertising or any other purposes shall automatically terminate this AIfIA . failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. !ne suomtttea documentation was reviewed by Jaime o.t=ascon,Y.E. b NOA No.14-0908.08 P7u i-E)Aoe COUNTY �,n=. Expiration Date: May 30,2017 is Approval Date: November 06,2014 A arc i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision`B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02—T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 3. Test report 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 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, preppred b j.flVicane..•••• Engineering & Testing, Inc., Test Report No. HETI-02--171$rd'atsd 8/27/02,.signed and sealed by Rafael E. Droz—Seda,P.E. •••;•• ••%•• •••• I (Submitted under previous NOA No. 02-0501.05) *0 0: 4. Test reporton: 1) Large Missile Impact Test per FBC,TAS 211-;"14. •• •••' 2) Cvclic Wind Pressure Loadine per FBC.TAS 2P3-94 .... ;• • along with marked—up drawings and installation diagram of ao idumihmAidinf..... glass door, prepared by Hurricane Engineering & Testing, ft•„Test Report No. • HETI-02-1718.dated 8/27/02,sinned and sealed by Rafael E'Drol Sedan ...... (Submitted under•previous NOA No. 02-0501.03) 00••; ••• •••• S. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TA'$,2'OZ-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717,dated 08/27/02,signed and sealed by Rafael E.Droz---Seda,P.E. (Submitted under previous NOA No. 02-0501.0.5_) Jaime D.Gascon,P.E.— Product .E.Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,20.17 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONThNUED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,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-1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P. E. (Submitted under previous NOA No. 95-121Z09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90-inch span mullion and a 45"inch high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.12-0127 07) 2. Glazing complies with ASTM E1300-04/09 D. .QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). ...... E. MATERIAL CERTIFICATIONS ...... ....:. 1. None. •••••• F. STATEMENTS 1. Statement letter of conformance to and complying with FBC %(Vtion(2eXO,,4ssueC:;: by manufacturer,dated 09/02/14, signed and sealed by Thoma,.T.Snios,P.E. ,• 2. Department of State Certification of LAWSON INDUSTRI S,'114C. aq%t%profi4•••:. corporation, active and organized under the laws of the $tay.of Flbrida, dated....; 04/11/14 and filed at the Secretary of State. " ' see:** ' 3. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer; dated 05/20/12; signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NOA No. 12-012 7.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.144908.08 Expiration Date: May 30,2017 Approval.Date: November 06,20%4 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coN7 NuFD) S. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI42-1716, HETI42-1717, HE T142-1718, dated 8/27/02 and HETI-02-TO71,dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted udder previous NOA No. 02-050.1.05) 7. Laboratory compliance letter for Test Reports No.'s FTI -1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NDA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement-L.M.I.", approved on 03/29/12 and expiring on 05/30/17. 0000 . . 6066 0600:0 0000.. 0000 600666 0000.. 666666 0000 .. 0 6 0000 0000.. 0000 0000. 0000.. 0000.. . . 666666 . 0000 00 Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No.14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y !° • • AND CAN BE USBD WITHmALL LAWSON'S MIAMI-DADE �5 r ANCHOR/CLIP ANCHOR/CLIP • • • • U•0 T'j ROVED PA AND NON-IMPACT PRODUCTS. O GLAZING _ HORIZONTAL MULUOIJ•• • • • • +o c zt PRODUCT • 0 • •• $FCTINGULAI�ALLQ�II�1M TUBE MULLIONS oa y ANCHOR/CLIP HORIZONTAL MULLION GLAZING • •• 000 11SING MtJlL�ION PROPERTIES ONLY 3 PRODUCT 3 `^o v o + N GENERAL NOTES: o^, A 0 $ 3, ••• : 1 TTi�S F�'2bpUC SS �& DESIGNED TO COMPLY WITH THE • • •R E S j1F Flo laA BUiLDINO CSE 2014 EDITION INCLUDING i R VERTICAL + N • • •HI yELt1i�TY HjIRRICANE SONE (HVHZ). z° Z VERTICAL II • • •2. L•Gl1QINts PFtdDU TS ylS�WITH THESE MUWONS MUST MEET THE o z o MULLION MULLION r. •• • •APPL LP FL0ORI0pA« G'CDE REQUIREMENTS I.E:WIND LOAD,WATER (L INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, o = a INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. � HANCHOR/CUP-) GLAZING GLAZING I GLAZING 3 W PRODUCT PRODUCT �(n PRODUCT 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 'g LOADS TO THE STRUCTURE. 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � 8.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ® a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF IN WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W2 W3 THAT COME INTO CONTACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE -SECTION 2003.8.4. WIDTH (W) = W1 + w2 + w3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET a �4 OF 10 FOR DETAILS AND NOTES. !� !CT REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS .VERTICAL U 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. w ~MULLION + �, • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS $ GLAZING GLAZING ozd a PRODUCT PRODUCT vai GLAZING GLAZING II z z PRODUCT PRODUCT oa 3 3a g VERTICAL , ANCHOR/CLI MULLION = ANCHOR/CLIP o W MULLION SPAN raoaucrRBvlsaD m wmpiyio8 wW10+eN[orida � r� W1 t W2 W1 + W2 Tiu0diu0Codo q Q o WIDTH (W) = WIDTH (W) o �= z AcceptnneoN 2 /�p.�8 " ,' TYPICAL MULLION ARRANGEMENTS v ,�inrni�alarn uctCbntiol� A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1690 .062 LSO •• � a .156 TYP. -- • • .0�2 • • • •• • O • • • m m q Laos aoeo 4)00 F. 17x2 • • ••• • r MQ z oar, ro awe a962 a000 .Us 2 X 4 TYPICAL • • • •• 1.732 2A62 $ I I • • • • • • 2,pp0 F _4.590 �I STD. TUBE • •• • • • • • a z 4 z • • • • • • c� p 2X MULLION CLIP MULU N • • • ad s 0. 1 o 8083-T6 .1BB�I 4062 �L1BB •• A51r • • I . 1 1S6r A78 NOTCH 'L' 6=0 Ik• F+•1188�1 1062 Z 1 ,L' OPTIONAL 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION MULLION 8003-TB 6083-TB 8683-T6 8083-T8 0083-TS (/� �$} Ixx: 2.070 int Ixx: 1.000 int Ixx: 0.950 Int Ixx: 0.370 int Ixx: 0.330 in! U y 0 ® 0 2000 Sxx: 1.035 Ina Sxx: 0.667 in3 Sxx: 0.633 ink Sxx: 0.370 0 Sxx: 0.330 ini 8 $ o ---dd (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) &M2C FRAMES ® E3 a STANDARD TUBULAR SHJ4PES ,WmAyim wRLQ1s1AAft R 8 i IYP.WALL-.125'ALL HuBdd a Ca II ALLOY-8083-T8 1000 Accc RmCe b 1.. 6 �qy I r .125 L.cpfr0 D 10 d Iso I TYPICAL Zd GLAZING PROMXT 13g .124 1000 aLM ada ro uct O0Afi1 [-I --� 1.000 2.000 2.000 128 2250 1 1 1 D� �Loo- 6.8m 3.000 I .125 4.000 7-- 2.000 4.500 a ggoyya 1 X MULLION CLIP 2.000 a000 .00 40 4ML g$$ 8683-Te LIU LIU 6 3 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD, TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION r TCH TYPICAL GLAZING PRODUCTS e663-Te 6083-To 6083-T6 11 Opnom 2 X 6 2 X 4 Ixx: 2.070 int Ixx: 0.950 Int Ixx: 0.330 int HORIZONTAL OR VERTICAL STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 Ina Sxx: 0.633 ini Sxx: 0.330 in� a a SEE WINDS'!OR DOOR APPROVAL FOR 8083-T8 8083-T8 FASTENERS SIZES AND SPACING 0 o Ixx: 8.280 int Ixx: 2.980 int z Sxx: 2.760 ink Sxx: 1.490 ink A � � CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a , FIX INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS As FouoWs. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 2.688' ST-FPSERAONE DESIGN LOAD REWiREO FOR PARiICULAFt OPEHN6 AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. °°d LLOTaI 3.688' STEP 2 a' PRODUCTS MEEnNc ABovE LOAD OPTIONAL 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 0 APPROVAL T25 MIN' 2X 6 L STEP 4 SPECIFY UMMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET U am USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ~� 1. ALL CLIPS AND ANGLES ARE TO FIT ,STELE WITH OESION RAYING MORE THIN DESIGN LOAD SPECIFIED .. SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHE8 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. ET 8063-TB INTO TUBE MULUONS, SEE OPTIONAL STEP 6 ON SUET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION - T ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • TUBE MULLUOKS TUBEMULLIONS TUBE MULLIONS Width MULL SPAN 1X2 1X3 1X4 2X4 2X8 N36 MULL SPAN 9X2 1X3 9X4 2X4 2X8 Width(w MULL'SPAjl.X 2 1X3 1X4 2X4 2X8 a 18 160.0 160.0 150.0 160.0 160.0 28.3 81.6 150.0 1 0 0 • 19.3 42.1 89.5 180.0 z 24 150.0 160.0 150.0 150.0 160.0 21.2 61.1 133.2 160!0 160.00 24• 0 0 0 •0 31.5 45.4 126.2 0 30 123.0 160.0 160.0 150.0 160.0 17,0 48.9 108.5 16(10 16 252 38.3 100.0 `g h 36 102.6 150.0 150.0 150.0 160.0 40.7 88.8 127.8• 45960 49• • • 21.0 30.3 84.1 �42 .9 160.0 150.0 160.0 150.0 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 �i c 48 38-318" 76.9 160.0 160.0 160,0 150.0 48 74.1/4" $0,8 88.8 96.8 180.0 48 120" 16.8 22.7 .1 $ .. m 64 88.3 137.6 150.0 160.0 150.0 64 272 68.2 85.2 •• •• 20.2 66.160 61.5 123.9 150.0 150.0 160.0 80 24.4 63.3 7 .7 14 • • • 18.2 60.666 65.9 112.6 150.0 160.0 150.0 BB 222 48.4 69.7 • 31.1 d8• i•• i• 16.5 45.9Z72 51.3 103.2 150.0 160.0 150.0 72 2DA 44.4 .9 078 47.3 85.3 150.0 160.0 1600 18.8 41.0 69.0 •110.9+ 76 • • •• 161 38.8 $d O ,. 18 89.3 1 .0 160.0 150.0 160..0 18 58.3 122.6 160.0 150.0 18 31.6 45.6 126.4 24 67.0 150.0 160.0 160.0 160.0 24 42.2 92.0 132.4 160.0 24 23.7 34.1 94.8 30 53.6 142.3 160.0 150.0 160.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 76.8 44.6 118.8 160.0 180.0 150.0 38 28.1 61.3 88.3 150.0 38 16.8 22.7 63.2 42 38.3 101.7 160.0 16MO 180.0 42 24.1 62.6 76.7 150.0 42 1945 64.2 �1 48 50618" 33.5 89.0 146A 150.0 150.0 84" 21.1 46.0 682 140.8 48 132" 17.1 47A 64 29.8 79.1 1292 ib0.0 160.0 64 18.8 40.9 58.8 1262 64 16.2 42.1 Zi 80 28.8 712 116.3 150.0 150.0 80 18.9 36.8 63.0 1127 80 37,9 ®~ o 86 24A 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 10 4 86 34,6 q 72 22.3 59.3 96.9 139.6 150.0 72 30.7 44.1 83.9 72 31.6 78 20.8 64.7 89.6 128.8 160.0 78 28.3 40.7 88.7 78 29.2 W 18 62.6 150.0 150.0 150.0 150.0 18 37.7 62.1 118.3 150.0 18 24.3 35.0 97.4 24 48.9 135.1 150.0 160.0 150.0 24 28.3 61.6 88.7 160.0 24 18.3 28.3 73.0 t+++ 30 37.5 108.1 160.0 160.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58.4 M 38 31.3 90.1 160.0 180.0 160.0 36 18.8 41.1 69.1 143.8 38 17.5 48.7 42 28.8 77.2 131.1 160.0 160.0 16,2 35.2 60.7 1232 42 15.0 41.7 48 67" 23.5 87.5 114.7 160.0 160.0 88 60.8 44.3 107.6 48 144" - 38.5 64 20.9 60.0 101.9 146.8 150.0 84 27.4 39.4 95.8 64 32.6 80 18.8 54.0 91.7 1321 160.0 80 24.6 35.5 88.3 W 29.2 68 17.1 49.1 83.4 120.1 160.0 88 22.4 32.3 78A 66 28.6 0 e a 12 16.6 45.0 78.6 110.1 160.0 72 20.6 29.6 71.9 72 24.3 , y 78 - 1.8 .8 101.8 150.0 78 3 78 22. 4 18 46.3 133.4 160.0 150.0 150.01,160 18 28.5 _67.7 83.1 160.0 18 31.0 88.1 A 24 34.8 100.0 160.0 160.0 160.024 19.9 4 .3 62.3 150.0 24 23,3 64.6 30 27.8 80.0 160,0 160.0 160.030 15.9 34.6 49.8 138.3 30 18.6 51.7 a 36 23.2 68.7 125.2 150.0 150.038 28.8 41.5 113.8 38 15.8 43.1 42 19.9 57.2 107,3 160.0 160.042 24.7 35.6 97A 42 - 36,9 48 83" 17A 60.0 93.9 135.1 150.048 108" 21.6 31.1 85.2 48 160" 32.3 64 15A 44.5 83.4 120.1 150.04 19.2 27.7 75.7 64 28.7 80 40.0 75.1 108.1 150.0 1 n15.77 24.9 68.1 60 26.8 p a 86 36.4 68.3 98.3 150.0 88 22.7 82.0 68 23.6 3 72 33.3 62.6 90.1 1 150.072 20.8 66.8 72 21.6 a 78 30.8 67.8 832 1 160.0 1 1 78 192 52.4 78 19.9 HoR1zCNral MuumN PRODUCT k� TYPICAL MUIUON ARRANGEMENTS VERTICAL i�� PROWCT .� $ .:�. MUU10N ARCHESEC OPAR SHO .' INSIDE RECTANGULAR SHAPE O �i _ h PRODUGLAZCT PRODUCTO �N a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED R Iq VERTICALLY OR HORIZONTALLY. O6"TamOcaao '� Cu¢dNG CLnz= INTERPOEEN WIDTHS ALLOWED ncczvlmrotQo - - PRODUCT PRODUCT (INTERPOLATION BETWEEN ) Ex u�nte 9 ^ •. 601 602 = Wi + W2 UgiamtT3ad6P+admtaoutrol��, " . ,o.racd5°'�xb� 'T WIDTH (W) MULUON SPAN 2 a . ... . . ... % .. .. % .. . . . . ••. . . . . . • . . . ... . . . . ... 1b90 woo .062 T LOBS 312 1.000 1500 68 • • 688 • X156 TYP. - 1� l L. • S •• • � �I$Tt • -�— • .125 �� z �H 3.000 •4.000]j 4490 •• • • 9.000• .IIS L7321.4053.000 34622 X 4 4LLT acw 3688 N STD. TUBE •• • •TYPICAL . • • ; y $ MULLIONWINDOW FydME • s • • • • Z z o d 2X MULLION CLIP t88r 102 ••• lto2 •• r • .•• a 0 0 2 X 6 1462 1°� STD. TUBE MULLION 1 X�3 NOTCH L. 60°0 TUBE 1 X 4 1 X 4 6083-Tg CUSTOM MULLION W $ 01�oNat h1ULU0N CUSTOM MULLKN STD TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION Sm-T6 ` 6063-T8 4 4 0c: 2.a 4 Ixx: 2.166 in* 4 Ixx: 4.709 in. Ixx: 4.709 In. Ixx: 2.168 in. 3 Ixx: 2.218 in. o I Sxx 2.355 Ina Sxx: 2.355 ink Sxx: 1.445 ink �• 1'445 m. 3 Illaaa---- Sxx: 1.479 in. ® 2'� (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) 14 0 o STANDARD TUBULAR SHAPES ,j TIP.WALL 0 .125'ALL F12 ALLOY=8083-T8TYPICALTG.AZING PR[IDUCT —'F0 L62S.125 2.250 44006400 . 4.0004500 iX MULLION CLIP 3.090 4400 3MULLIONS CONTAININ'L' 'L" TYPICAL GLAZING PRODUCTS OPTTIIONN& HORIZONTAL OR VERTICAL PRNTDI1crRBvlsm as cavpiytag wiip the Floddo m 0 o SEE WINDOW OR DOOR APPIWAL FOR 2 X 6 2 X 4 QuOding Coda _ FASTENERS SM AND SPACING STD. TUBE M ULL ZION STD. TUBE MULLION L nip • p x z a ® 6063-T6 Ixx:19.648 Ind Ixx: 7.649 in° ey dapmduelConlrol� A Sxx: 6.549 ire Sxx: 3.825 in3 a CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL -Lu INSTRUCTIONS: USING MULLION PROPERTIES ONLY leztttsrl, USE CHARTS AND GRAPHS AS FOLLOWS. EtrO 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT r. STEP 1 OEIERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE 9>e STEP 2 USE APPROVEO GL47JNG PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH 1 X 4 3.688' REQUIREMENTS. OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT w j APPROVAL NOTES: •: •• . 123 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM sHoa SPACING I. REFER TO THE GENERAL NOTES ON SHEETS ttt��N am USING CHARTS ON SHEEP 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1.ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING ING MORE THAN DESLOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR IS' SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. HORIZONTALLY. _ ANGL£ CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 MLO ANCHOR CHARTS I INTO TUBE MULLIONS. SEE OPTIONAL TEP ON SHEET 9,sELEcr ANCHOR TYPE WITH DESIGN RAT= 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLIONX83-is 1 2400 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS 9PECtnED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. � A . . ... . . . ... .. .. . • . .. .. . STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w. MULL SPAN 1X3 1 X 4 2X4 2X8 Width(W) MULLSPAN 1X3 1X4 2X4 2X6 Width-(w) MULL SPAN 1X3 1X4 2X4 2X6 18 1 60.0 160.0 150.0 150.0 18 160.0F150.0 150.0 196 • • •• 96.7 150.0 150.0 g j 24 160.0 150.0 150.0 150.0 24 139.8 150.0 506 0 24 0 0 • 0 0 ".0 71.8 116.8 160.0 o q $6 30 150.0 150.0 160.0 150.0 30 111.6 150.0 50.0 8 57.4 93.2 160.0 °w to 36 160.0 150.0 150.0 160.0 36 93.0 150.0 •15" J6•• • •• 2t.0 47.8 77.7 150.0 M e � S 42 150.0 150.0 150.0 150.0 42 79.7 150.0 160.0 42 18.9 41.0 66.6 150.048 38.318" 160.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 ONG64 150.0 150.0 160.0 160.0 64 62.0 150.0 1 0 •• ••• 31.9 51.8 133.160 150.0 160.0 150.0 150.0 60 56.8 160.0 060.0 0 00 0 • • • 28.7 46.6 119.8 z d o 66 150.0 160.0 150.0 150.0 66 50.7 110.1 160.0 1 0 • 26.1 42.4 108.9 Z q x 72 160.0 150.0 150.0 150.0 72 48.6 101.0 960.0 1bOW • • • • • • - 23.9 38.9 99.8 3 W= O 78 150.0 160.0 150.0 150.0 78 42.9 93.2 150.0 ft.0 • • • ••• • 22.1 35.9 92.1 a6 O o 18 150.0 150.0 150.0 150.0 18 128.4 160.0 150.0 150.0 18 33.1 71.9 116.8 150.0 � 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 63.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 rA I>. 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.6 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 65.0 119.5 150.0 150.0 42 30.8 50.0 128.6 48 605/8" 160.0 150.0 160.0 150.0 48 84" 48.2 104.6 180.0 160.0 48 132" 27.0 43.8 112.5 64 160.0 150.0 160.0 150.0 54 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 $ 60 160.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 80 21.6 36.0 90.0 ®~ ay c i 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 160.0 66 19.8 31.8 81.8 R 1E 72 135.3 150.0 160.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 76.0 0 78 124.9 160.0 160.0 150.0 78 29.6 64.4 104.6 160.0 78 16.6 26.9 69.2 a 18 150.0 150.0 160.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 69.9 150.0 24 150.0 150.0 150.0 160.0 24 64.5 140.1 150.0 160.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 61.6 112.1 180.0 150.0 30 15.3 33.2 54.0 138.6 �J 36 160.0 150.0 150.0 150.0 36 43.0 93A 150.0 160.0 38 27.7 45.0 115.5 y+ 42 150.0 150.0 160.0 150.0 42 36.9 80.1 130.1 160.0 42 23.7 38.5 99.0 48 67" 160.0 150.0 150.0 150.0 48 96 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 64 137.0 160.0 150.0 150.0 64 28.7 62.3 101.2 150.0 64 18.6 30.0 77.0 d 60 1 23.3 150.0 160.0 150.0 80 25.8 56.1 91.1 160.0 60 16.6 27.0 69.3 86 112.1 150.0 150.0 150.0 68 23.5 61.0 82.8 160.0 66 16.1 24.6 63.0 72 102.8 160.0 150.0 150.0 72 21.6 46.7 75.9 150.0 72 - 22-5 57.8 8 78 94.8 1 160.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 X 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 v 24 150.0 160.0 150.0 150.0 1 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 160.0 30 150.0 160.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 36 150.0 150.0 150.0 150.0 36 30.2 66.6 106.6 150.0 36 24.5 39.8 102.2 42 130.5 150.0 160.0 150.0 42 26.9 56.2 91.4 150.0 42 21.0 34.1 87.6 0 48 63" 114.2 160.0 160.0 160.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.8 64 101.5 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 x 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 $ 68 83.0 160.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 ' 72 76.1 142.4 150.0 160.0 72 15.1 32.8 63.3 134.8 72 19.9 51.1 a 78 70.2 131.4 150.0 160.0 78 30.3 49.2 124.4 78 18.4 47.2 NOMONTAL WAUON t111!111alITP clAziNG _ TYPICAL MULLION ARRANGEMENTS ' ,•,_VERTICAL .' PRODUCT �``. qp�{ppgg ✓ uuwoNARCHES TO BE WWRIBED o Iwut RECTANGULAR SHAPE y s e Z 66665555 $ t `a GLAZING GLAZING < NOTE. PRODUCTRBVISED PRODUCT PRODUCT �N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED a a wmplying will)the Floud) 3 VERTICALLY OR HORIZONTALLY. t3Pco�a ®7 o�� PRODUCT GRAZING BRw".. - lJ© PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) �+ ar_ W7 W2 WIDTH (W) = W1 + W2 Niai ilbadcma.t 6"lrol MULLION SPAN 2 A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . s/te'TAPOONs MIN, EDGE DIST. 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1_1/2'MIN.VSD IPBENETRATION 2-3/16" CONCRETE.1�OR v�y� EDGE DIST. 2 PER CUP(1 ON EACH MNG) I PER ANGLE 4" OLLOW BL � 5/I6"TAPCONS C Y` • • • 5/18'TAP�NS •• • • • 1-3/R'MAN.�IBEIl DRO WRAORY • 1-3/4"MIN.EMBED INTO MASONRY O 3/4" ••• • 4 PER•CLIP(24ON H V:m) •• 2 PER ANGLE y O MIN • • • • 'd I p°° '� x 't Mfg r ' 2%2%l�a' • • • •--------- 11X FLOATING CLP I 1 ALUM ANOL QiN. • • • • • •• I•I I I B•- aN 1 1 2 BY 1 I 1 By 4L—� 1 I 2 X 2%1/8" "C' I I VADOD BUCK I I I i a ------------- WOOD BUCK I' 1%FLOATING CUP 1 1 ALUM PNGLE 3/4" MIN. s/le'TAPCONS ANCHORS TYPE V (INTO BLOCKS Fa $jC EDGE DIST. 1-1/2'MIN.MOOD PENEttuTION 1 PER ANCHORS TYPE 'G' (INTO CONCRETES N ' 4 ANCHORS THRU IX BUCK ALL CLIPS AND ANGLES TO FIT SNUG R INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK I \z I 1 TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL MIN. EDGE DIST. E' c I t 1 1 2-3/16" CONCRETE OR N 4" HOLLOW BL 5/18'TAPCONS 5/1e'TAPCONS ^ 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MRN.EMBED INTO MASONRY M B 1 2 BY j j 2 X 2% 1 8" 2 PER CLIP(i ON EACH YANG) , I PER ANGLE f_________i WDOD BUCK 1 I ALUM mat I I 1 I .1 \Z .•1 I .•.\Z 1 I ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' g 2 ANCHORS INTO WOOD 1BY L—� I I 2 X 2 X j8' P r—� &DOD BUCK I IX FLOATING CLW I I ALUM ANG cgR2 5/16'TAPCONS 3/is'TAPOONS cV 1 1 1 1J LI i 1/4" MIN. 1-1/2"LN.WOOD PENETRATION 1-1/2'MIN.WDOD PENEIRATKIN \ I I 1 I I EDGE D 4 PER CLP(2 ON EACH WRQ) 2 PER ANGLE 1 I I 1 IG x 12 1 ANCHORS TYPE 'C' (INTO BLOCK) �z ANCHORS TYPE 'F' (INTO CONCRETE) ` 1 INTO CONCRETE OR1 BLOCKK pppgqq �1�=1i16tb6rr"?1 1 I I 1 �p7 .'•`- .;;of..:'� 1 1/4" MI ELGATDiG CLIP i i nwMz x t e' <^ ' ------------- IypOp g BY i I 1 'i t 1 PRODUCT RfiVISED — ��-' 1 1 1 I I 1 I =,C,laRr,,It hDFWde acd- .••^ ----- //�� //'��[�/"�Q tt Accopme ANCHORS TYPE gAn ALTERNATE 5.--. '�.. 4 ANCHORS INTO WOOD ANCHOR LOCATION Pro clCanlld I r: A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MIN. EDGE DIST. 5/I6'TAPCONS MIN. EDGE DIST. 2-3/16` WNCREiE OR • • • like q 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRYR 4" HOLLOW BL K 2 PER CUP l ON EACH YMG) 5/18'TAPCONS 4" G G0 • i�il 5 1� 5/15'TAPCONS 3 1 4 1-3/4'WN.EMBED INTO MASONRY • / • •1��/4B�O IM 1 1-3/4'WN.EMBED INTO MASONRY O Q MIN. I PER ANGLE • M14` 4 (2 ON \ O) 2 PER ANGLE y 00 M_ - - '1 z I., ..l t'• '•t I O K i•. O) N O 1 •.. ..-. , .. a •,.. a a r a .-• �• �.o �. �+• as _ +a+. as a' �v Ey, ." •. z � z I I CONCRETE OR I I 1 I CONCRETE OR I I g d _________ CONCRETE CEMENT BLOCK I I L_J, CEMEM BLOCK I I 2 X 2%1 B' (V I I CEMENT BLOCK R Ir '� FLOATING CLIP �I 1 ALUM 2 X 1 8• _ 2 7/16 FLOATING CUP 1 I 1 I ALUM AU [a \ 1 1 1 I 1 I \ I 1 1 1 1 1 W Z 1 1 1 i I I 1 MIN. I I 1 I I � p I I 1 I I I I I I I 1 I MULL 4 �• MIiLL p ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) W T 1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK o 1"W & 2"x4" MULL ~--------_1 ALTERNATE MULL 1 1 ANCHOR LOCATION MULL �z Ir---------1 FLOATING CLIP I ------------- 1 I I � I I N cE�LIENBLIX ;- S a I.1 5/15'TAPCONS • - .••' Z .: I"• .,, .�Y: •.•.•. 1-3/4'MIN.EMBED .•L ••••I ••.,'.h:..-1 M �.o, .' 6, .1...;.. INTO MASONRY- 2 ASONRY (1 ON EACH YANG) s/15'TAPCONS k a I #12 SM 1-3/4'MN.EMBED INTO MASONRY 3PER MOLE 4 PER CLIP(2 ON EACH YANG) d! I n I I 1 I I II i 1 n 1 U i ALL CUPS AND ANGLES TO FIT SNUG �•- ' .:-. ..:.p• ,:••A . , INTO TUBE MULLIONS TAPCONS MAY BE HEX OR FIAT HEAD r •!l • •.!.: ,• n PRODUCT REVISED •i .._� complying w1O11h5 Flvltda ,ti_ � .. •a'+•' ° CLIPS OR ANGLES CONNECTED DIREC Y TO MASONRY TO BE PROTECTED Ru5din5Codo TF _a •�8 : Z Acceplmlw • i M g I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR D I � I WATER-WHRE METHACRYLATE LACQUER. r•' � _ :/ .•- S/15'TAPCGNS 1-3/4'MIN.EMBED__"A rA It OClConOo INTO MASONRY- 1 PER ANGLE Q 0% MIN..EDGE DIST. 5/16"TAPCONS pl 2-3/16° CONCRETE OR 1-3/4-MIN,EMM INTO MASONRY 3-3/4" CLIP LENGTH 4" HOOLLOW SL K 4 TOTAL(2 ON EACH WING) MIN• gs ts I X 4 3.688' 2 X 4 31688' 2 X •5.1188'• 2 -7/16" i ii ii1. ALL CLIPS AND jW MIN. 20 2x6 M.II L @LIS To 01,T+ lLLIM4S;ZE 0 SNUG 114TO TUBE!M 2. WHERE A)jr • --- ---------- Li Li UONfISPE010*0 TS CL INTO TUBE ONIG ANCHOR IDIETAIL AT St 2 ZGY' AL. 14 SALS, Z' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/OWMEL— [TUSE MULLION WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I I WATER—WHITE METHACRYLATE LACQUER. 1>L) z ts MIN. EDGE DIST. R ------ -------- (ZN 2-3/16" CONCRETE OR I cf� 4 HOLLOW BLOCK jt2 F.H.S.. S. 2/SIDE I 1/8-THICK ALUM .TO=T TUBES MAY BE NOTCHED INTO MULLION I I TUBE MULLION AS SHOWN TO ALLOW INSTALLATION AS CUP ANGLE CAULX JOINT AFfER ASSEMBLY LOCATION OF SCREWS CONNECTING 2 ANGLES TO TUBES WHERE ANGLES 014 sms ARE NOT FIT SNUG INTO TUBE MULLIONS. SS HOLE Ir D.C.CWUNP. 5/8-(2) ------ ------ ---- < L- ------------j '& 's 5/18-TAPOONS JS 1-3/4-MN. PN Eum[INTO 4 AH�LE 2 PER ANGLE I ---- ------ ,I ' 11 -- --I __ ,L�58"2) 3. 3. M�MN E ------------- "is. S, ITULUO. THIS SCREW 2 X 2 CAN BE 12 Fli SMS U.AUr INSTALLED IN EITHER PER CLIP DIRECTION I A. " ID.C.MIN. I A 1-3/4:X 2:X i/8''1�1 26Y TUB) 'Y'U. OR TU 2! 3/4 OR(MT. ALUM ANOL 8•.40 CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE METAL TO METAL CONNECTION 41 - - :-; IT\ It, USE CHARTS FOR ANCHOR TYPE 'f' TO VERIFY CAPACITY OF CONNECTION -:77 PRODUCT Tt6VtSfZ.l) ;n complying wilb dip Floridn 3-34" ALL CUPS AND ANGLES TO FIT SNUG tfi! X,!11111,11I.P20 101. E3 MIN. INTO TUBE MULLIONS. 1 3/4- TAPCONS MAY BE HEX OR FLAT HEAD. / OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK . . ... . . • .•• • • • • • • • • • • ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE Width Mnion A B C D E F0 H I WKIM Man A B I C I D E F G H I Width M ion A B D E F H I uy� Oh span V VUtI. Sk Bk Bk Cmc Cmc. COM ML h Spee wi 1At. WL Bk Bk Conc VtB. Blk INk Bk cc= Cana Oom UK O 4 18 150 1® 150 160 150 150 160 150 150 18 91 150 150 150 150 150 •150 150 laa •1* •• rA 112 129 150 150 144 150 150 150 C 24 132 150 160 150 150 150 160 750 150 24 68 138 150 150 150 U -21" • • 84 97 148 150 10a 150 150 116 30 105 160 160 150 750 150 150 150 150 30 54 1W 125 150 150 t 1491 150• 150 150 3% 67 77 116 150 87 130 150 93 ro In e 36 88 150 150 150 160 i80 150 150 150 38 45 91 1D4 160 160 917 MB 150 4129 08 ••• 20 58 85 97 129 72 109 144 77 42 75 15D 150 150 150 150 150 160 160 42 39 78 89 134 150 100 160 150 107 42 24 48 65 83 111 62 93 t24 68 48 38M 88 132 150 160 180 150 1611 180 150 48 741/4 34 88 78 116 150 132 iW 83 48 120 21 42 48 73 97 b1 at 108 68 �.. 54 69 117 135 160 160 150 1W 160 160 64 30 60 70 105 139 78 117 150 83 64 19 37 43 66 88 48 72 96 61 4 90 53 105 121 160 150 135 150 ISTD 145 60 D 54 63 94 125 1- •• • 7 34 39 68 77 49 65 87 46 3 51 69 48 96 110 150 150 173 160 160 132 86 26 49 57 86 114 64 9a• iW7 •• 15 31 35 63 70 39 59 79 42 z 6 p Z 72 44 88 101 160 150 113 150 180 121 72 23 45 62 78 104 69 •88• ♦17 ey A • 014 28 32 49 65 38 54 72 39 o c z O Pz 78 41 81 93 140 160 1D4 150 180 111 78 21 42 48 72 98 81 13 28 45 80 33 b0 8T 36 122 a 18 133 750 150 150 150 150 150 180 150 18 SO 150 150 150 150 150 150 150 150 18 61 102 117 150 160 131 160 150 140 1 24 100 750 160 150 150 15D 160 160 150 24 GO 120 138 150 160 150 160 150 150 24 38 77 88 132 150 93 148 160 105 30 80 157 150 160 160 750 150 160 160 48 98 111 150 150 124 150 150 132 30 31 61 70 108 141 79 118 150 84 38 67 133 150 160 160 160 150 180 150 36 40 80 ffi 139 150 103 150 150 110 38 28 51 69 88 117 68 99 131 70Eq 42 57 114 131 150 150 147 150 160 150 42 34 69 79 119 150 88 133 150 94 42 22 44 50 76 101 68 85 112 60 48 50 6Na 60 IOD 115 1w 150 128 150 150 137 48 84 30 60 69 104 138 77 118 150 83 48 132 19 38 44 6a as 49 74 se 53 54 44 89 102 150 150 114 150 150 122 54 27 53 81 92 123 69 103 137 73 64 17 34 39 59 76 44 66 87 47 6G 40 60 92 138 150 103 150 150 110 60 24 46 55 83 111 62 93 124 68 60 16 31 35 53 70 39 59 79 42 88 38 73 83 128 150 93 140 150 100 66 22 44 50 76 101 58 85 112 60 ffi 14 28 32 48 64 38 54 72 38 ® (21 72 33 67 76 115 150 85 129 150 91 72 20 40 46 89 92 m 78 103 65 72 13 28 29 44 59 33 49 68 35 78 31 81 71 t08 141 79 118 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 48 61 32 O A 18 118 160 160 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 ISO 18 47 94 108 150 150 120 150 160 129 All yy 24 89 TSO 150 150 150 150 150 150 160 24 53 106 121 150 150 135 150 150 145 24 35 70 81 121 15D 90 136 150 Be o 30 71 142 160 150 160 150 150 150 150 30 42 64 97 146 150 108 150 150 116 30 28 68 as 97 129 72 109 144 77 a trl 36 59 118 138 180 150 150 160 150 150 38 35 70 81 121 150 90 138 750 96 38 23 47 64 81 108 60 90 120 64 CZ.1 42 51 101 116 160 150 130 150 160 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 65 48 67 44 89 102 160 150 114 160 160 172 48 88 28 53 61 91 121 68 102 135 72 46 144 18 35 40 61 81 45 68 90 48 ^ 64 39 79 81 135 150 101 150 150 lob 54 23 47 54 al 108 6D 90 120 64 54 16 31 38 64 72 4D 60 so 43 M 6G 35 71 82 123 150 81 137 150 97 90 21 42 48 73 97 54 81 108 68 80 14 28 32 49 65 38 54 72 39 yy 68 32 64 74 171 148 83 125 160 89 88 19 38 44 68 88 49 74 98 53 66 13 28 29 44 69 33 49 68 35 tHt 72 30 59 68rO2 138 78 114 150 81 72 78 35 40 61 81 45 88 90 48 72 12 23 27 40 84 30 45 60 32 78 27 55 63 125 70 105 140 75 78 18 32 37 56 74 42 63 83 45 7B 11 22 25 37 50 28 42 55 30 x<x22 16 107 150 150 150 150 150 160 160 18 62 125 143 150 .150 150 150 160 15D 18 45 90 103 150 150 115 150 150 123 24 so ISO 150 160 150 ISO 150 150 24 47 94 108 150 160 120 15D 150 129 24 34 07 77 118 150 W 130 150 93 @ 8 g 30 84 128 148 150 160 160 150 150 30 37 75 88 128 150 8a 745 150 103 D 54 ffi 90 124 69 104 138 74 r 39 53 107 123 150 137 150 150 147 36 31 62 72 Toa 143 70 121 150 86 38 22 45 62 78 103 58 87 115 62 42 48 92 105 150 118 160 150 128 42 27 53 61 92 123 69 103 137 73 42 18 38 44 67 88 49 74 99 63 c 48 63 40 80 ffi 150 103 15D 160 110 48 108 23 47 64 81 108 80 9D 120 84 48 160 17 34 39 5a 77 43 65 e7 48 o- 84 38 71 ffi 123 150 92 138 150 64 21 42 48 72 98 34 &4 107 57 64 15 30 34 52 39 58 77 41 so 32 84 74 111 147 BZ 124 I60 88 90 18 37 43 88 48 72 88 b1 80 13 D 31 47 ffi 35 ffi 69 37 % 29 69 87 101 134 75 113 180 80 99 77 34 39 59 78 44 68 a7 47 88 12 24 28 42 58 31 47 63 34 72 27 53 61 92 123 6B 103 137 73 72 16 31 38 54 72 40 60 80 43 72 11 22 28 39 52 29 43 58 31 78 26 48 67 85 113 63 95 127 68 78 14 Z9 33 60 68 37 58 74 40 76 10 21 24 38 48 D 40 53 28 ANCI1oR/cuP ANCHOR/CLIP [-HORIZONTAL MULLION ANCHOR CLIP NOTES: y .��" 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER d4T VERTICAL ZQ 'i'�- gm ICT �� 3 TO SHEETS 6, 7, 8, & 9.FOR DETAILS AND NOTES. MULLION 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE O 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN GLP21NG GLAZING THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. kp&y PRODUCT PRODUCT N GLAZING GLAZING d �':n •••••.�--y`• PROt% PRODUCT g a 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER "+ LOCATIONS AT HEAD, SILL OR JAMB ENDS. cHOR/c ANCHOR/CLP y 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTREVIS n as complying ulth Iha Florida Q tfidldin;;Co�lme�� ® V Acte Isacrs loo . Iu oI�?ql Z 01 Wt W2 HORIZONTAL MULLION TYPICAL MULLION CLIP ARRANGEMENTS 40WTildo Froduci conuol a