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WS-16-2586 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-267582 Permit Number: WS-9-16-2586 Scheduled Inspection Date: November 08,2016 Permit Type: Windows/Shutters Inspector: r GU'%\\'eYY'^O Inspection Type: Final Owner: MILLER,JOHNATHAN Work Classification: Window/Door Replacement Job Address:1330 NEI05 Street 203 Miami Shores, FL Phone Number (786)393-8750 Parcel Number 1122320580070 Project: <NONE> Contractor: HAMMOCK GENERAL CONSTRUCTION, INC. Phone: (305)298-5150 Building Department Comments 7 WINDOWS REPLACEMENT. Infractio Passed Comments INSPECTOR ENTS False 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 5 of 29 .4 :po it-Np W "X-'�- -2586 Miami Shores Village PefM#TYP W�ows/to 51 o 10050 N.E.2nd Avenue NE Otjc Cfas ificaffon 1jnC1��31t/if6+l o Replacelxl Miami Shores,FL 33138-0000I � Phone: (305)795-2204 Permit Statu ARPR0 Expiration: 0312 ! 1 � N Usu ©ata. 1"12Q16 Project Address Parcel Number Applicant 1330 NE 105 Street Number: 203 1122320580070 Miami Shores, FL Block: Lot: JOHNATHAN MILLER Owner Information Address Phone Cell JOHNATHAN MILLER 1330 NE 105 Street (786)393-8750 MIAMI SHORES FL 33138- 1330 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,000.00 HAMMOCK GENERAL CONSTRUCTIC (305)298-5150 (305)298-5150 ..__ _ _ _.. _., ,... Total Sq Feet: 0 Type of Work:7 WINDOWS REPLACEMENT. Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-9-16-61396 DBPR Fee $2.40 09/29/2016 Credit Card $268.00 $0.00 DCA Fee $2.40 Education Surcharge $1.40 Permit Fee $160.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $268.00 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 a oning. Futhermore,I authorize the above-named contractor to do the work stated. September 29, 2016 Author& a ignature:Owner / Applicant / Contractor / Agent Date Building epartment Copy September 29,2016 1 w S _ Miami Shores Village EP 2 0 2016 iso Building De� g artment p BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �T� rrFBC 201 y BUILDING Master Permit No. SVS PERMIT APPLICATION Sub Permit No. j B �( UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 P'J� !i :?® 3 City: Miami Shores r� County: Miami Dade Zi 3 Folio/Parcel#: 11 -b�l212-" aw4 "®�-7 Is the Building Historically Designated:Yes NO Occupancy Type:440b MF Load: Construction Type: C65 Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): TOha*,n 1 N)`fr Phone#: -7916-323-875'o Address:_ I33o Nc 10S S'Hzefi U(I',h- ?f3 City: Mlayni Sh00S State: t'L Zip: 33138 Tenant/Lessee Name: Phone#: Email: 1,Mi110041p, G nm*11-Com —� CONTRACTOR:Company Name: �0,ANiIYIOf/UC ��L�J12�( C0�5�/��a �N� Phone#: Address: )-71fem 15W 7y 'PL City: 'i er e State: fit. Zip: 33?✓v� Qualifier Name: aft)'% ` Phone#: 13615-211 Y rj1 6;0 State Certification or Registration#:. Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 11,00. Square/Linear Footage of Work: Type of work: ❑ Addition ZAIteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W 1 ND)jj Q-QD 1 N<e/1/tQ tv= v f e✓► I), Specify color of color thru tile: rr Submittal Fee$ Permit Fee$ ( VO - CCF zo CO/CC$ '92 Scanning Fee$ 0. rr,%— Radon Fee$22- (DB'PR$2 ' Notary$ Technology Fee$ •`, � Training/Education Fee$ Double Fee$ Structural Reviews$ CEJ•�_ Bond$ �^^--,, TOTAL FEE NOW DUE$ 21.r�C7 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person 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. y Signature � Signature r OWNER or NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this VI day of c.J•�J mQQY ,20 1, by u day of 2P010M 20 �l0 by �T� \ ,who is personallyknownto ��Py i n MMCF K— ,who is personally known to me or who has produced .U(1 Q 0 LI C��-e as me or who has produced as identification and who d' identification and who 14d take an oath.. r BROOKE L.LOWY err r�� BROOKE L.LOWY NOTARY PUBLIC: <� MY COMMISSION#FFOW7 NOTARY PUBLIC: a `tn MY COMMISSION#FF95461T EXPIRES:JAN 26,2020 EXPIRES:JAN 26,2020 Bonded through tst State Insurance Bonded through 1st State Imumocce Sign. Sign- ,Al . P ' L Seal: Seal: a��e APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 17850 SW 70th Place Southwest Ranches, FL 33331 305-298-5150 •954-448-6738 Jason@HammockGC.com HAMMOCK Chris@HammockGC.com GENERAL CONSTRUCTION,INC Date: L 10 State of �--I oyi o1y County of Before me this day personally appeared 0 n MM 0 CJA_ ,who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 1 20 Al VE I b� ST 01qI1A SfLd It 30ig 9 OAR-20,3 Sworn to (or affirmed)and subscribed before me this day of 300 IfM 13_, 2016,by Peronally known ✓ OR Produced identification Type of identification Produced BROOKE L.LOWY (980nded MY COMMISSION#FF954617 EXPIRES:JAN 26,2020 through 1st State Insurance Print, Type or Stamp Name of Notary ♦y1v�4 .... Miami Shores Village Building Department OR 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: zzOwner State of Florida County of Miami-Dade Q�(}�p�� The foregoing was acknowledge before me this 1 (-� day of R f . __ GQA, ,201-10—. By who is personally known to me or has produced Y1 as identification. No SEAL: BROOKE L.LOWY My COMMISSION*FF064017 WIRES:JAN 26,2020 FMiamVillage i hores << Building Department laa Mll 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �FNrestiNs, Tel: (305)795.2204 �Z0R1D� Fax: (305)756.8972 ` ' EP 2 2016 Inspec ' n re uirements or: 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: *ie& r 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 sees At . . 000969:6 .. . . .. 6 sees.. sees sees.. 133011E 105st ""sees" .. sees... ' •sees• : • • Miami Shores, FL. 33138 .. sees. ,.•• 00.00. s9 9s 9900 sees:• Project Number NC16-138 •••••• a • . . 0 0 sees.. .66.09 t� ! '00 0 sees 000660 September 7, 2016 '..' : P_ _ Mohamed W. Fahmy, Ph.D., P.E. Florida Registration Number 54794 _—4- 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 9/1!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/ft) (30.3-1) 77.71 Working qz(psf)= qz*.6 46.63 •000 Window in Zone 5 so:: go*: 0 Width (ft) 3.1 •• 0 0 .. Height(ft) 3.2 •••••• •••• •••• • 0000.. Tribuary Area Use (ft) 9.92 0000 0000 .. Tribuary Area Used (f2) 10 • 0000 . .. *sees Zone 5 0000 00:040 Gcp(-ve) -1.40 •• •• 0000, 0006 Ccpi(+ve) 1.00 •••••• • Ccpi 0.18 •••• • 0000.. use q (psf)=qi (psf)= Working qz(psf) -ve wind pressure (psf) = q*(GCp(-ve))-qi*(Gcpi) -73.67 .. +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:Floridian Conominium 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 INC16-096 11/25/2016 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 • ••000 ••9• • Allowable-ve Design Pressures (psf) -65 Status OK • • Allowable+ve Design Pressures (psf) 65 Status OK "'0 "" "" ' 00090000 9• . • ..•• . 0000 0 •• 0000 • • •09.0• ••90 •90• 00000: 0 • • •00.0• 9 00000 90.099 • • • • • 9 0 • 0.9• • •• 0 0000 • • • • '. V t 4 � MIAMI-.*. MIAXII—DADS COUNTY 0 PRODUCT CONTROL SECTION DEPAR"IENT OF REGULATOR)AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.gov/economy 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 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"SH 7700(Flange Frame)"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: 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`B"dated 037141/14,prepared by 64 manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Mianlli''- aide Coukr®duct ••• • Control Revision stamp with the Notice of Acceptance number and Expiration cjVg;T.X the Mianjtt-Dade • • County Product Control Section. .... .. . :6464: . . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• •• ••••• ...... .... ..... LA13ELING: Each unit shall bear a permanent label with the manufacturer's lama Zwe logos�j�'i state, •••• series, and following statement: "Miami-Dade County Product Control Approved;,.1gg1Vgs otherwise noted 0• •• herein. 0 ...... RENEWAL of this NOA shall be considered after a renewal application has beerC filq(t pnd there has been• • no change in the applicable building code negatively affecting the performance of this j roduct. .0;'. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or etange 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 Oficial. 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 M iDCOUNtYSE;g Expiration Date: December 27,2016 1st . Approval Date: November 06,2014 ° Page i i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted-finder 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 2534B, 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 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAM2:94 ., .. .. along with marked-up drawings and installation diagram of arr§Juanjnum:'Ng►1E00 hung9999•. fin window,prepared by Hurricane Engineering&Testing,Inc,311 Test Reg(n§Mo.'s•6••; HETI-08-2003 C,HETI-08-2004 A,HETI-08-2060 A,HE-T4-U-2060 B,. HETI-082061 A,HETI-08-2061 B,HETI-08-2062 A,HE?M;2061 By •• o•••• HETI-08 2063A,HETI-08-2063B,HETI-08-2064A and H19T 08 20541r O ••;••0 dated 03/15/08 signed and sealed b Candido F. Font P.E. •• •• 00000. 66.60 y .. .. 0096 9960.. (Submitted under NOA No. 08-0825.17) 9999.. .• 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-4 6 0000000 �M • 2) Uniform Static Air Pressure Test,Loading per MC TAS --% ��6 6• 3) Water Resistance Test,per FBC,TAS 202- 900:09 0 4) Large Missile Impact Test per FBC,TAS 201-94 6 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 FTL2986, dated 04/03/01 and 03/27/01, all signed and sealed by L>tis Antonio Figueredo,P.E. (Subinitted tinder previous NOA No. 01-1009.0X) Jaime D.Gascon). Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-1 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 E1300-04/09 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 SentryGlas®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 IIP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. . . .... ...... F. STATEMENTS 1. Statement letter of conformance to and complying with F$Q.�..Echttgls•2014),•••• • issued by manufacturer,dated 09/02/14,signed and sealed by Tac J. Sotos,P.E. . 2. Department of State Certification of LAWSON INDUSTRII�So INC. asp r for profit:•••• corporation, active and organized under the laws of the Sfald*of Fldridd, dated••:••• 04/11/14 and filed at the Secretary of State. •••••• "00004, •'•" 3. Statement letter of conformance, complying with FBC-2010,.d4"** 01/25XZesigned•••; • and sealed by Thomas J. Sotos,P. E. ...... (Submitted under previorts NOA No.12-0127.16) • 4. Statement letter of no financial interest, dated 05/28/09, signed'and gealed.D�?Nomas' • J. Sotos,P. E. •• (Submitted ruiner 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 fiill 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 NOA 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 SUBNIITTED 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-0$2003 C, HETI-08 2004 A,HETI-0$2060 A,HETI- 08-2060 B,HET"8 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. (Subinitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL2987 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) G. OTHERS "" • 1. Notice of Acceptance No. 124127.16, issued to Lawson Irk`dustries, Inc.`IN their V Series "SH-7700 (Flange Frame) Aluminum Single Hung,jYjidow �VI.I.",••• • approved on 03/29/12 and expiring on 12/27/16. •••:.. .0000• 6000 . 0• 00.90 60.00• 0000 ..... •• •• 0000 0000•• • 0000•• • 6 • • • • 9606•9 •• • Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014. E-3 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 18' G.S. 43.125' MTALLATION ANCHORS, VtNMW FLANGE FRAME WIDTH VINOtW FLAX%FRAME WIDTH UTALLATION ANtI•R.p WDIDOV FLANGE FRAME WIDTH Vj 3 W 4 MAX AT�pq�HEAD W 4 14AX ATE'RA)IE Fd1� iG O CW NOW PER FRAPIE SItL 13 3/4' W 4�TIAT FRAME HEAD • 1/t • • 08NDRE PWtdpl T B4) A '"I 13 3/4•I+-- Col .�I MAX.D.C. <B)NGNE PER FRAME SILL Pk17R • W FROM JAMS HA%•DLC• b• tLy FRAME JAMBS(SEE SHEET 84> /4 I rtri & F CC)FRAME JAMBS 6EE SHEET 84) • • • 6'• • • • POW y 6•( « 6' _ ., • • �ALL t�RNERS M� H 11.43 9/16' �� tD i l01/� °=====j��fi'`&IMAX ABOVE ((='- -- R ��//��!• • � s 3/e• MEETING RAILS i' ' i C O ri ti t0 3/t6• " •• *M�0 • f • M A ______�' _ _ __o�_ Z Z O 4 Max.¢ o.kWdt •• • • q ---61a 0.1.0.-� th ad S =148 It/14T § O Qg A� _DIG ppTT B e II II 2AT g PIT bp�. �_ v It ' ii fi• DD b 12 6•NEETING i . I •____/_'�• Y[• - � 8 1/Y V '•/ , c 10 3/4• MAX BELOW "__ �7/ Q tt o` 'I J - o MEETING RADS /'7 ' ' I x _____ � I, ,N / I S 4 N H D i. o ` ° ® C C a EXT.S INT.FALSE CDLORIAL C' EXT.&INT.FALSE t�LONIAL sates• NUNTINS ARE APPLIED W/ SE.i2S' aj MUNTINS ARE APPLIED V/ 47AW AV SILICONE AND ARE VINOW BUpt WIDTH VINODV BUCK MOTH WINDOW B110C V101H V/SILICONE AND ARE AVAILABLE AS IB'TIONAL. E1 AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN–E$UAL LITE RADIUS ELEVATION UN–EQUAL LITE ELEVATION •INCLUDES UN–EQUAL IM AND RADIUS HEAD (ULIITED TO LOADS ON BMW 4 OF 6) (LIMITED TO LOADS ON SHEEP 4 OF 6) I General Notes: (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME � lA �I 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS Swes• �1 OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION AMCHORs WINDOW FLANGE FRAME VIM VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT I3 IMPACT RESISTANT. W 4 MAX AT FRAME MEAD W NONE PER FRAME SDl — 13 3/4• (SHUTTERS NOT REQUIRED) ma FRAME JAMBS CSEE sltEEr e4) NAX ac. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUDGING A RESISTS THE SUPIERLMLP03ED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6 AT OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Max. D.L.O.WI tD V ► s = 48 1 t 1 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.CJ AND AS TABULATED � x� ON SHEET 4. I 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE e 3/B ___-=_ �f- }___ 8 8 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWS BY BUILDING OFFICIAL. < jl B 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS 11 TYPES TABULATED HEREIN (SEB SHEET #9)L AND FOR USE WITH DOUBLE GLAZE 7 AT Tt�iiG $d , •� LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET @3). L 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7. SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE NSHEET 3. W NB � 9}—� 9.) EXT. & IVT. COLONIAL MMINS ARE 0 &AND ARE APPLIED /SILICONE a „• �, sp�o 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED O MEETRfi� (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL& NOTES) i! t .• w Z••' � WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 1 s RODUCTRBVISID O O; SECTION 11.3.3.3. 6 MAX lye Wtd Lha Fled 'z w 11.) APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE MULLED UNITS. trmwNo MM 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI–DARE COUNTY APPROVED I C UB10 �� •c WINDOWS USING A MIAMI–DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.g DIT.FALSE COLONIAL / 4. BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNttxs ARE APPLIED v/ seJ25 ;;}''. 4, V/SILICONE AID ARE + TO THISENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL WINDOW BUdC WIDTHAIBD3adoPro ciCamroi'� 13. SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (TIM=TO LOADS ON SHEET 4 OF 6) d PAINTED OR PIATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A . • ..• . . . ••• • . • . . • . . . . . • ... . . . . ..• 1/4' TAPCUN W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY M S.M.S.V/1 1/4' MIN. EMBEDMENT INTO CONC. MIN.EMBEDMENT INTO VGOD. L TED GLASS .P7.WDOD BUCKS (SEE ELEVATION AT SHEET #1 & TO BE REVIEWED BY BLDG OFFICIAL (TYP.) (SEE ELEVATION SHEET 01 • • q •o '•;~•p. ii fIIR MAX.FAST P.T WOOD BACK NOT BY LAWSON IND. pp EPIRR�Af;/tCil• • • • • • • FOR MAX. FASTENER SPACING) MUST SUSTAIN IMPOSED LOADS • • LOEIE_0➢A£S E • �•• t' 1 1/EDGE D HDJ. • DDING• • • • • •' + • ••• •• o' '1/4'TAPaW W/1 1/4' M co 1 r4 '8 'v,.r y' a _ t8 12 1NTLIRIOR MM EMBEDMENT INTO CGMC. '••,a•.ti:°. o.o. 1 1 4•MDt. :.o ?. 1B ELEVATION AT SHEET m 'a AEMBEDMENT d. a FORE NAX FASTENER SPACING�1 c m • {.� ••41 • , .e., z • y -!i• '�•.. 2' 74 1 1/4'MI 1 • • • • • • 12 11/4:MIN. lei O O HED = _ 9 'TJ lei ^' o,•e. 1 1/8'MIN. EXTERIOR GRADE a ;:•a°• EDGE DISTANCE �i U PERIMETER CAULKING S d.(.:. ..d>. 16 1 1SILICONE ADHESIVE EXT.GRADE D a 8 D •2,.�•'., a O EXTERIOR O F a.•• a � gg BEDDING COMPOUND CAULK EXTERIOR GRAD ••a,..,�dy.,,, � d PERIMETER CAULKING ` LAMINATED GLASS WINDOW FRAME WIDTH Iy 4 1'MW. #14 S.MS W/1 1/4' 1•MIN. ® O pIST MIN.EMBEDMENT INTO WOOD, DIST WINDOW INSTALLATION NOTES: INTERIOR CSEE ELEVATION AT$HEFT Bt o FOR MAX.FASTENER SPACING) L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. R17A T1LS1 tg GRAD CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE H xx EXTERIOR EXT. GRADE EXT. GRADE BY WINDOW INSTALLER(TYP.) CAULK CAULK 2. THE EXPOSED EXT.PERIMETER�' THE WINDOW FRAME TO OI 1 4'MIN. BE SEALED W/ AN APPROVED EXTERIOR GRAD CAULK B EMBEDMENT BY OTHERS(TYP.) 1 4 B •WHEN THE 6AP BETWEEN THE WINDOW FRAME AND THE BUCK OR B O AI MASONRY IS LESS THAN 1/8%SHILLS ARE NOT REQUIRED. t ' ANCHORS NOTE: t � t7 ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, 6R B 1 1 1/4' TAPCONS or, APPROVED CONC.FASTENERS INTO CONC., t I ' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1a = CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR + N1 QUANTITIES REQUIRED) B 25 5 0 18 21 n F a z z m 28 g@pg B 4 28 B %a O it 1O 11 t4 lit i PERIMETER CAULKING 2 2 1/4' MAX. 4•:: SHIM ;� TYP c{ 'RODUCPRBVISDD '• civ O�G'•'• a` ``.:'•.�G d. d i:: ownplyl,,,wRNthe 1� *5da '41 A e EXT.GRADE 1 BY OR 2 BY J Ylilti tltt'' WOOD HACK A • • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • 0 000 • • • • • • • • • • 000 • • • • 000 8 814 SRS.V/1 1/4' MIN,EMBEDMENT INTO W= • • • • 24 11 (SEE ELEVATION AT MEET 81 • • • • • • • • • ••• 26 Y FOR MAX.FASTENER SPACING) 1 4.1Y1�. • I�TERT•OR : � 04 6 _ C SPACBI• •SRIC@7E IPTImNS', INTERIOR FINISH • __ (D O Q DOW CORNING a" NOT BY LAVSGN INDIISTR(ES, •• • tD y SCIVIEE-MOREHEAD 6731 ,.. ..,. s ;� '�':`... a:. ------------------------------ M aID lo 7REHICO SPECTRWI E i•''>•`+•.'�:.•.�'i'•:'. . • G LA EXT.GRADE BACKDESIGNS25 21 c GLAztN6 DEPTH .L •• RAKE • rj pOi p u/ .� • LAMINATED GLASS MP N - TYPE 2 OX 6X 5 INSI•ALLtR(MP.T• • `C • • $ ITBM meas DBSCRS2IGN nHT'eD. Iet@ieT93 _ p� 0 1 1/8•ANMEALEM GLASS -=- • - • Z 0 R .7 B ooTo•PlAsnc IxrE(UAYER -- _ BSA"`'SaunrEn- vEATNE�R�'PSAFE •• • ' •• •LOCK LATCH AND SWEEP) OPTIONS �� 3 I/B'ANNEALED GLASS 03w' NmSTURE BAAt2iE BY OTHERS(TYP t va HDL 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE c LAMINATED GLAZE COMPOSITION -TYPE 3 - LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. e TTBI[ mesa n86CR@IIOLI pare¢ wmTerB nIB4Wm9To1i 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a PC 1 vs,ANNEALED GLASS =_ •» , »�vnwwv „ FOR USE ON ALL WINDOWS. a 2 ODw•PLASTIC INTERLAYER __ Br'tUp0.AA PLUS i'Aa«a4a tat+ascc EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. y 3 I/8•ANNEALED GLASS u'.a:ua , U _r, ,y, !. ,r.<. '(•. ,�i•'•4 EXT, UNG PERIMETERCAULKC7 66 'LAWSON KDUSTR¢S•, LAMINA GLASS COMPOSITION -TYPE 4 C 1 - M (NPJ APPLffO BY OTHERS ® at vi I981f 61e89 OffiC8)PTTON DBrAd /e1m1eTB D16�7fON C 1 I/8'ANNEALED GLASS ___ __ STUCCO OVER METAL LATH NAKED TO _ BUTACITE PVB EXTERIOR GRADE PLW=91£AT"M p. B ODW PLASTIC Iffn APER _ e gy,,00Pp�. To ID:SPECIFIED BY ARCHITECT OR GSC. pppp 3 I/8'AN(EALED GLA S5 OaNa NOT B IDR FTNISN BY OTIES.0 (D t BY RTO INDUSTRIES.INC a' 1900D FRAME DV3TALLATJON DETAIL LAMINATED GLASS coMPosllTox - TYPE a N ITTGI 6G88 D�IIOM DBTBD. LAI@TAT6 DT•CB1P170M ALUMINUM MULLION t LAP NEAT-STRU0rtERED Q.ASS SEE MULLION APPROVALS FOR R 12 X 3/4•SAS. SEE MULLION APPROVALS FOR 2 OOw•PLASTIC INTERLAYER _ __� HUTAf37E PVB UUUJ0N TYPE,SIZE AND MAX. FLAT HEAD,PHILLIPS MULLION TYPE.SIZE AND MAX. 3 1/B•HEAT-STROO fENED GLASS 6ONn •DUPmiT• DESIGN PRESSURE LIMITATIONS. (SEE ELEVATHIN AND DESIGN PRESSURE LIMITATIONS. gx (ALUM.0.078'MIN.THICK) --__ AND FASTENER UFO SPRCING)Y INTERIOR NOTE:THE LOUVER PRESSURES OF SINGLE p NOTE:THE LOWER PRESSURES OF SINGLE 1/4' MAX HUNG WINDOW OR MULL SHALL GCVERN CCC 11 20 HUNG WINDOW OR MULL SHALL GOVERN SHIMp 12 SD.S.X T 1/4'L gD� gd INTERIOR .s SEE ELEV.FOR SPACING 23 �$ E 'sD.IcaNE OPTIONS" DIN CORNING e" SCHWE-2MRMAD 3731 4 TREKDO SPECTRUM B �. NOTE: Q GLA20NG DEPTH 1.ALL STEEL w CONTACT 1WTH 9 $ ry ALUM.TO BE PAINTED OR PLATED. WC INSULATED LAMINA GLASS COMPOSITION TYPE 6 - - 2.METAL STRUCTURES: m A)STEEL:Fy=36 KSI Mw. z z tOp[ Otess nTesce>e'oON '�• Te1mIAS4t UE9mt)P'oDN -- ,� - (STEEL 18 GA LIN.THICK-0.048-) d ui t 1/e•FFAT-STREH&INTENED MASS ___.1 WINDOW FRAME 8)ALUMINUM:8063-TS MIN B CAW PLASTIC INTERLAYER p Lr DUTACITEPTVB EXTERIOR � PERIMETER R EXTERIOR (ALUM.o.o7a'Mw.THICK) 3 IB'NEAT-STRENOOENED GLASS = EXTERIOR GRADE Q 4 U4'tNSLLATED AIR SPACE •�- PERIMETER CAULKING 3 1/B'ANNEALED GLASS FRAME MULLING DETAIL METAL STRUCTURE ATTACHME DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 PI'Blt GIAN 0118CWPSION DIR1Q. TefIO4eTB DBBCRIPM)l `V d G� I 1/e'ANNEALED GRASS ........ 1 I'ItODUCFRLWISBD 6 UW PLASTIC INTERLAYER p .vP SW=PVs Buaft a9mmPlyiug wWl UlO Fl071da 3 1/ AN(EAIED GLASS - --- >1P'SLL1rtN' 6• AaPCd No 4 UN-USULATED AIR SPACE 6 1/8•ANNEALED GLASS ry 67.0• C— _ .../• •/.'�.� GLAZING DETAILS AND OPTIONS ' a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • . • • • • DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS s +/-Pressures(Pst) • • • • • Ix 0 • 00 +/-Pressures 04 q WINDOW Jamb Glass Type Glass Type Glass Type • •1NIMDOIN• Jv;nb: arT jassType Glass Type Glass Type Glass Type Glass Type O WIDTH HEIGHT Anchors 4 6 6 �� H GHT Ancho113 • 2 • • 4 6 6 7 ,00 q 19.125 60.625 60.0 80.0 80.0 '16.125• 26 0 0 80.0 • 89.0 60.0 80.0 80.0 80.0 °cc y 26.5 50.625 60.0 80.0 80.0 c t6 U. 28.5 28 80.0 80.0 60.0 80.0 80.0 80.0 "e� 37 50.625 8 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 8D.0 c v z 42. 60.626 60.0 80.0 80.0 4 a ♦ 4 • • 80.0 80.0 60.0 8D.0 80.0 80.0 iR C 48 50.625 60.0 80.0 80.0 • • • • 80.0 60.0 80.0 80.0 80.0 53.125 50.825 80.0 80.0 80.0 • • • Bao 80.0 80.0 80.0 80.0 80.0 y 18.125 59 80.0 80.0 80.0 9.126, X68. 5 • • 0 • 80.0 60.0 80.0 80.0 80.0 Z yo o 237 59 6 60.0 80.0 80.0 5 • • • �{i • 80.0 60.0 80.0 80.0 80.0 0 a c 48 37 b9 60.0 80.0 80.0 42 59 60.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 as 48 59 60.0 80.0 80.0 j.� 42 38.376 4 80.0 80.0 80.0 80.0 80.0 80.0 53.125 59 80.0 80.0 80.0 ��/ 48 38.375 80.0 80.0 80.0 811.0 80.0 80.0 $ c 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 26.6 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 8 1 37 63 6 60.0 80.0 80.0 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 63 60.0 80.0 80.0 i 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 Z 48 63 60.0 80.0 80.0 % % 42 60.625 6 80.0 80.0 60.0 80.0 80.0 80.0 63.125 63 60.0 80.0 80.0 % '` ~ 48 50.825 80.0 80.0 60.0 80.0 80.0 80.0 a 19.125 74.25 60.0 80.0 80.0 53.125 50.825 80.0 80.0 80.0 80.0 80.0 80.0 e 26.5 74.25 80.0 80.0 80.0 g 19.125 59 80.0 80.0 80.0 80.0 80.0 80.0 37 74.25 60.0 80.0 80.0 a 4 42 74.25 60.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 A 37 59 •80.0 80.0 60.0 80.0 8D.0 80.0 ai o z 99.125 78 80.0 80.0 80.0 8 26.6 78 80.0 80.0 80.0 j%ij 42 59 80.0 80.0 80.0 60.0 80.0 80.0 8 48 59 80.0 80.0 - 80.0 37 78 80.0 80.0 80.0 42 78 59.0 78.0 79.0 53125 59 80.0 80.0 60.0 DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS ,• 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 A j% � 28.5 63 80.0 80.0 80.0 80.0 80.0 80.0 �Zi +I-Pressures(PSQ � 37 63 80.0 80.0 60.0 80.0 80.0 80.0 WINDOW Jamb Glass Type Glass Type Glass Type 42 63 6 80.0 80.0 60.0 80.0 so.o So.0 WIDTH HEIGHT Anchors 4 6 6 48 63 80.0 80.0 - - RAO g + 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 - - - Boo 26.5 59 80.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 � R 37 59 6 60.0 80.0 80.0 jJ 28.5 74.25 $0.0 60.0 60.0 8D.o $0.0 80.0 y f% 37 74.25 80.0 80.0 80.0 42 59 60.0 80.0 80.0 42 74.25 6 80.0 80.0 - 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - 80.0 1� 41 53.125 59 60.0 80.0 80.0 63.125 74.25 74.0 77.0 - 80.0 19.125 63 60.0 80.0 80.0 'j 19.125 78 80.0 80.0 60.0 80.0 80.0 80.028 5 78 80.0 80.0 80.080.0 80.0 80.026.5 63 60.0 80.0 80.0 i .: 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 - 80.0 B 42 78 78.0 78.0 79.0 42 63 60.0 80.0 80.0 48 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 gttauetnrtrB� 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE :ate:"'•""�;6'. 26.5 74.25 60.0 80.0 80.0 ' I%✓ �• \` RODUCTRRt!188D „ a O 37 74.25 8 60.0 80.0 80.0 ri o, oomplying�rltH1haMofide :n cu •a;.N,. 42 74.25 60.0 80.0 80.0 uiM(ngCodo w N 53.125 74.25 60.0 80.0 80.0 19.125 78 60.0 80.0 80.0 Ed 26.5 78 60.0 80.0 80.0 '' ,dladc Prodnci co�tr�n. /fy/ . 37 78 8 60.0 80.0 80.0 'djrra ii ; itt°0'' 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE a • • ••• • • • ••• . . . . . . . . . . FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 t 1 • ••• ••• 1TB)S # WT elft). DESCRUMON REMARKS O a 4o9a • $j$ O O ORIO •• L- 801 • 1 FIN FRAME HEAD 6063-T6 ALUMINUM 0 p 8 ase 3 *ml-m ••• to ••• •• 2 1802 •1 FIN FRAME SILL 6063-T6 ALUMINUM 00 A A @ •y0 .062 3 L-7803 2 FIN FRAM JAMB 6063-T6 ALUMINUM M 14 m n—Tzzes 4 L-7704 1 FRAME FIXED METING RAI 6063-T6 ALUMINUM N c .8'44 �'a7e-' • • • • •• 5 • -77 1 VENT METING (TOP) RAIL 6063-T6 ALUMINUM S+ n 4saa • • •b • L-7106 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3 -in • 7 • L-7707 2 VENT JAMB (SIDE> RAIL 6063-T6 ALUMINUM Z z° Bye L--. •• • • • •8 • i-7=Q7? AS REQ'A GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM x 0 ) S a. v (eoe3-mom"VU) 9 FS-006 AS REQ'D. FRAM ASSEMBLY SCREWS R8 X 3/4' PJB. PHILLIPS8 FRAME SILL FRAME JAMB 10 FS-040 AS READ. INSTALLATION SCREWS 514 X 1 1/4' F.K/PHIL. L-7702 L-7703(�3_yy �) 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB #3033 O (eoss-7°AUMM MM) O �42a° I EME Jerre 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' q 'a 13 PWS-005 AS REQ'D.FIN SEAL WEATHERSTRIP .187'x.350' U c 4441 14 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187')r.310' 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 60637T5 ALUMINUM c esa3 I8 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) soo A6z �� soo 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAM) p Asz 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 4 ( 0 -----z.ii3 qp 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REQ'D• GLAZING SILICONE SEE GLAZING @ SHT. 3 if, VENT INTERLOCK RAIL VENT BOTTOM RAIL _ O 24 x 2 Laminated Glass L-7705 L-7708 VENT JAMB RAIL ET'°1°"'! 2 SEE GLAZING DETAILS (O3-78 ALVIMAN) (wo-� ) L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON U5 © O (ea3-"AUR W FRAME BOTTOM CORNER 26 HC-058-1 2 IVENT SWEEP LATCH MOLDED NYLON A d —1.375 27 x 2 IFRAME SILL FOAM GASKET SELF ADHESIVE I � 28 HC-026-1 ) SCREEN FRAME & MESH @ Pv $$$ .� O 29 L-7730 I PRODUCT LABEL s s a� eon VENT TOP CORNER 30 x x x x t I EAe2 Ase U A 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 Asz 32 x� AS REQ'D.PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL g a ffiL ss Z m VEMf JAMB RAIL —lA7S�l 4238 VENT TIP RAMI VENT SPRING LATCH GLAZING BEADGLAZING BEAD GLAZING HEAD 41��g11l/PltrfF L-7639 L-7708 L-7711 L-4204 � A, —.062 (GM-16 Aw®MGM) <Goa3-16 AwiBNua) 8 PROD1JCfRHV18BD U••.;�,•N 0O v+•-, 8 C; / Aso 1 'm Gs ooaipiy(Byu1W 0 aPtaidB 0 W ::c _..__I_ .808 � Butlding CBdo l•1Q qp _ `� 2 -i:�.�.. 4013 •391 I 4•7/ AcccplrotcoNo tr/CQJ "�/y�7 r als VENT BOTTOM CORNER ' J ... .773 dioml &Pmd3clCGnl.--, ref C.i �� ass FRAME & SASH CORNER DETAILS f ( 8M-TG AwMmuM) A MIAMI•DADE 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) www.minmidad&zov/economy 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 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-Alumin!".sading ...... Glass Door(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09125/92, with tke latest revision`B", dated 04/15/15,signed and sealed by Thomas J.Soto,P.E.,bearing the b1huni DArEounty ••••:• Product Control Section Revision stamp with the Notice of Acceptance number and MIlration datb by theseed ; Miami-Dade County Product Control Section. • • • . •. •••.• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .. ..� O *see•• LABELING: Each unit shall bear a permanent label with the manufacturer's rMnC br logo,vitt', state,••••.. series, and following statement: "Miami-Dade County Product Control Approved:,'ui;MS otherwise noted •, herein. :...:. •••••• RENEWAL of this NOA shall be considered after a renewal application has beetlrUMind thein JVs been:.... no change in the applicable building code negatively affecting the performance of this product. '..'. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-.1204.12 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.02 MIAMIOAUE COUN Expiration Date: February 13,2018 q Approval Date: May 07,2015 Page 1 i 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 HETI-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 *000 2) Cyclic Wind Pressure Loading per FBC,TAS 2Q3-94 0.0..* • along with marked up drawings and installation diagram of tax Aluminum.Sliding Glass Door, prepared by Hurricane Engineering&Testing,hW.:ftst Reports ANO.'S••••:. HETI-11--3270, dated 05/16/11, HETI-11-3275, dated 10/200"f$•HETI-17 330% dated 10/03/11, HETI-I1-3314, dated 10/20/11, HETI41= ; dateW O1%I6/12, ' HETI-12-1052, dated 07/10112, HETI-12-4054 and HUL-12-40y$.. dated..-:'--• •• 09/24/12,all signed and sealed by Rafael E.Droz Seda,P.E. ••`••• •....' (Submitted under previous NOA No. 12-120412) •••••• •• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FAC,TA&202-94 •••••• 2) Large Missile Impact Test per FBC,TAS 2Qt-41 0• •••• 3) 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 Report No. HETI-12-4041,dated 10/12/12,signed and sealed by Rafael E.Droz---Sella,P. E. (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. ( . (Submitted under previous NOA No. 12-1204.12) -� 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--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. 12-1204.12) 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 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... 6) Forced Entry Test, Type "C" sliding door, Grade 10,.pQeFBC....• 2411.3.2.1,TAS 202-94 and per ASTM F§49104 • .• .' along with marked-up drawings and installation diagram of V TluminiW liding..... Glass Door, prepared by Fenestration Testing Laboratory,Ync., Test 'Reports.... No.'s FTL-3078, dated 01/10/02, signed and sealed by•j jy;>•Figugredo,*•P.E.; ••• FTL-3525 and FTL-3572, dated 09/09/02, both signed atbd•sealed by.IQ=ph C..;..• Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated-64,49/02,W&!34261- dated &!3426fdated 04/26/02, FTL-3492, dated 06/20/02, ITL-3493;—104d 06/2402 and •; FTI -3516,dated 07/12/02,all signed and sealed by James G..VorIh,P.FR...:. (Submitted under previous NOA No. 02-1126.04) •••••• .. . .... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture,dated 04/28/15,signed and sealed by Thomas J. Soto,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, Product Control Section Supervisor NOA No.14-090&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. 144916.10 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 Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75(Black),published by Team Plastics.Inc./Bayshore Vinyl Compounds,Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FEW.51:Editjon,(2014), • issued by manufacturer,dated 09/02/14,signed and sealed by'Fl4ar J. Sot*P'E. ....;. 2. Statement letters of no financial interest, independence, confdMMee and complying• • with FBC 2010,issued by manufacture,dated 12/03/12,signee d eealemy Thomas, •• • J. Soto,P.E. ..;..' (Submitted under previous NOA No. 12-1204.12) ..'..' •.• . 3. Laboratory compliance letters for Test Reports No.'s HETI-lf-". , dated 06116/11, .• HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/`20/11; HEjj;j ;3272,••• • dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11370$7 dated•10/20/11;...; HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-31 330- 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-124040, dated 10/12/12, HETI-124041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09/24/12, HETI-12-1054, dated 09/24/12, HETI-124064, dated 09/24/12, and HETI-124065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.Droz-Sella,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 (coNmum) 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, HETI11 3330, HETI-12--4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12--4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, 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 Chanda,P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc.,for Test Reports No.'s FTL-3078,dated 01/10/02,signed and sealed by Luis Figueredo,P.E. (Submitted under previous NDA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc.,for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, bo#h sipped and H&d by .... ...... Joseph C. Chan,P.E. •,•• ; •.• (Submitted under previous NOA No. 021 ... 126.04) • ...... •..•.• 10. Laboratory compliance letters issued by Fenestration Testing Dwct6tory, Inc.,-for Testa Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated*641.9/02,rTIV 426, ••• dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493 •;afed 06724R61 and••;•". FTL-3516,dated 07/12/02,all signed and sealed by James G..)yo;U P.E!•:::• ••• (Submitted under previous NOA No. 02-1126.04) 0 0• . . :009:6 . ••••.• G. OTHERS • 1. Notice of Acceptance No. 12-1204.12, issued to Lawson I Oustries, JiMs their' • Series"SGD 9200 Aluminum Sliding Glass Door-L.M.U. approved ori 01731/13 and expiring on 02113/18. Jaime D.Gascon, .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 SERIES: SGD-9200 SEE SEE BELOW SEE BELOW SEE BELOW NOTE/5. NOTE BTL NOTE$5 N'1Z S. { P� { •. � ••; :*IMPACE SLIDING GLASS DOOR F + i m • F + • • • • • • m q t o u + t ° ea + t o •//�/• o , •••Gesleral.lYAtes: M•o r' 11', z ,a G o a r` Q- O 7 T' ®p ep 4- a-T 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE O _ + K , + ti± + REQUIREMENTS OF THE 6th EDITION (2014) FLORIDA BUILDING CODE INCLUDING O 0.tjJ � 221 0 � -0 i"' •�D ^� ^# •�• �i• • HIGH VELOCITY HURRICANE ZONE VELOCITY (HVIL'L) AND ASRM 1300-04. •'fN!J[3 1lNlDUC'P11,®'•DdPACT RESISTANT. (SHUTTERS NOT REQUIRED) x C M t + t + t a• a• •� •� ; ; r2•)•WO D ijCK9 Be BE 1NSTAL[ED AND ANCHORBD SO THAT THE BUILDING zr a Xi7p or RP-'IX r 2D/2T - XX or r 4D/3T - XXXX or 4D/2T • v • • • • THB 9 �RIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS Q z e XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XX)W-4RP• • • 9OF9201.1 F.H.C. &•TO BE REVIEWED BY BUILDING OFFICIAL. EMU •• • • • 3J•ANSHORV*HOW*ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOORz SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND 2D/2T 2D/2T - RP AS TABULATED ON SHEETS 2. 6, & 8 of g14. o 2T - RP 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE POCKET SHOWN RIGHT POCKET SHOWN 40/37 ENGINEERED ON A SITE SPECIFIC HAMS, UNDER A SEPARATE APPROVAL AND TO (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) HE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF Kv ANCHORS INTO WOOD ONLY. 40/2T 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS vi SEE #S. 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS @ 2, 6, & 8). 11.. ---� 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 8, 7, 9, 10, a t F SEE BELOW & 11 OF 14.I,-- % 4.% NOTE y5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED o a /moo//, 4D/2T - LP/RP W/ SILICONE. •. u " % o / 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND r' z -0 a S ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO HE0. C .0 .• 0..0 % 40/37 - LP 10.) APPROVAL APPLIES TOO TWO TRACK AND THREE TRANCHORED IN COMPLIANCE WITH THE FBC 6th ACK DOORS ON )WITH I= CHAPTER 4. 11 •� .p •� �1+ (PoG9iFTPPOCKETSHOWN OCKET o PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. I r 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED 3D/3T - XXX or PRODUCTS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ul LP-XXX or RP-XXX NOTES: ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION 1)REFER TO SHEETS 8 OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. FOR GLAZING OPTIONS AND OP CHARTS. 4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS @ 3, 4. 8, 7, 9, 10, 2) REFER TO SHEETS 9, 10& 11 OF 14 LEFT POCKET SHOWN &11 OF 14. a �ITFOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSDHLAR MATERIALS3)REFER*TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 4)PANEL STACK COWGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14,REFER REVERSIBLE. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. b r c 5)FOR POCKET WALLS SEE NERAL 16.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. a 3D/3T - LP NOTES 815& 15. N RIGHT 3T - SHOWN 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE N i (LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR). 4 LAMINATED GLASS z z /%� LARGE MISSILE IMPACT �% j % %% %/ �/ j ODORS GLAZED WITH LAMINATED GLASS RATED FOR g o o-. 4- LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 4 S ; 1 00 ¢¢� ,,��0�••,,.,. ,•�✓ epi Ll O O 2D/2T - XO 2D/2T�- .X 30/2T 4D/2T - OXXO `.;j u+ °�%a? Ln 2. DOOR 3 & 4 DOOR �Sd NOTES .�LOIES: PRODUCT So g `� "• 1) REFER TO SHEETS 2 OF 14 FOR 1)REFER TO SHEETS 5 OF 14 FOR .,.gLYInB wiO+"Flmi�a 0�•O^ FOR GLAZING OPTIONS AND DP CFIARTS. GLAZING OPTIONS AND DP CHARTS. HuDtDgBC N/�• L �i�ti,(�•'••••• •, 2)REFER TO SHEETS 3& 4 OF 14 2)REFER TO SHEETS 6&7 OF 14 27.8 �i FOR TYPICAL CROSS-SECT(ON DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3)REFER TO SHEETS 6 OF 14 _ TS FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. oPtoduct Con+ , . ... . . . ... .. ... . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY,- PSF (STD. 2 1/4" SILL) 98 3/8" MAX, GLASS TYPE 'A' E 'B' GLASS TYPE C GLASS TYPE 'D' DOOR WIDTH ^ NOMINAL DOOR SIZES � • • • • yy ►-I WIDTH HEIGHT • • . • • • • •• eve W • • • . • • • • CLUSTER OF FT./IN. Ff./IN. EXT.(+) INT. (-) EXT. ) 10.X-) EXT.(+) INT. (-) EXT. (+) IM. (-) • • • OII �3 1 f' MAX. 4 ANCHORS 5/0 6 8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 • •• rLDlhnn Ar STILE ENDS (NO STEEL) / • • 10 1/2 O.C.�oi*e •� SILL I 6" MAX. TYP. 104 a 6/0 oma ter 9wn 60°to 'th. /A 6"`\ ORHEADNERSL a Ca T3 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 t m o v+ A ' g 8/0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 • i i i i• •• 2i (WRH STEEL) • • • • • •• • • 8/0 8/0 56,7 65.0 56.7 65.0 X X X X • • • • 000 •• _° N (WITH STEEL) 7/18° LAM. GLASS � c DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH i HEIGHT r FT. N. FT./IN. EXT.(+) INT. (-) EXf..(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT. (-) S J2 / w M W M (NOSTEEL)5/0 6/8 76.7 95.0 85.0 65.0 76.7 85.0 75.0 75.0 �� _ �0 p 0 d (N6/STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 $ a o (W8/0 ) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 i STEEL REINFGRCING o (WITHAS REQD. CQ /STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X $EE cHARr AT LEFT A Q rn NOTES: 4 1) REFER TO SHEETS 3 & 4 OF 14 J vl gg FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. 4- 2) REFER TO SHEETS 3 OF 14 D.L. OPG. a >• o FOR TYPICAL ANCHORS AND NOTES. 50" MAX O 50" MAX. PANEL WIDTH m • s MAX. D.L0.: LAMINATED GLASS PANEL WIDTH a 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION �+ i APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL-@ BULB VINYL 17 BULB VINYL t7 BULB VINYL-Q /16°HEAT STRENT GLASS 3/18°HEAT STREN'D GLASS 3/16'HEAT STREMD GLASS 3/18'HEAT STREN'D CLASS o 090 INTERLAYER 090 PO INTERLAYER 090 SAFLEX HP 090 PYB SAFL.EX d it i al li DuPont SentryGlaee b!• DuPont Butactta Cy: Clear or Color Glass Interioyer Clear or Color Glass Mtertayer I,t EI. DuPont DeNemours&Co.,Ins. W EI.O.Pad DoNaL &Co.,Inc. w by:Botallo,Inc. ,�.I by:SoWtio,Inc. A C t 1/11121/00 OT 3/16`HEAT STREN'D GLASS m 3/16'HEAT STREN'0 GLASS m 3/16'HEAT STREN'D GLASS m 3/16'HEAT STREN'0 GLASS ��0,11 �o9,r SILICONE g SILICONE g SILICONE SILICONE ,Q�05 `P/�rA� ;f SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAO 5731 ��'� $ p0 f7 DOW CORNING 699op O DOW CORNING 899 a0 O DOW CORNING 899 0D DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 \O TREMCO SPECTRUM 2 ," .i y, 0,;U p 0.p� e PRODUCT REVISED d I I 1 I I I I 1penCo as t� tlmPtmids8� ( ,•,g�� GTAS3 TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYP]+, 'D' J.R7 11nLH� ZING DETAILS AY adoProduclConuoI Ta . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PAIRS SEE ELEV,FOR SPACING r(SCAL ANCHORS IN PAIRS tea' ^ SEE III FOR•SPACLNO • • 11PICA1•ANCHORi IN PAIRS STRUCTURE y .4 i 1" Min. • • • • • • • • �•�'- 1 SPAc� $ b ley Edge Dist. • • • • • • • • • •• c • .a o:.° : WOOD DUCK • .•• • • • • • • td q v 31_9MIN. ra a ?TYP a° .a" /34• !.° i.��' 'i•'a •• •i ••• < � " + z (Yw./EL1ato. s: ° c\ awe w \ I-n-cto 0 Pf 0 .. A � � 000 --�'; .. 1 •• •i i i i•• �• • 1(41'17.6TAItL'747D.ATPACB]IENT DSC D c z c • • • • • • • • N04B: x O N 18 18 d• •• • • • • • • • 3 4" Min. 1.ALLUM IN CONTACT W T TO BE PAINTED CI!PLATED. �' ^•t O 1" Min. 2 S7EEL� Fy Um 38 K51 MIN. A 4 Q I \ TYPICAL ANCHORS IN PAIRS Edge Oist. q Edge Dist. yp.) EUN FOR SPACING TYPICAL ANCHORS 8i PAIRS ai ( 12 GA.YIN.THICK a 0.10s7 I SEE ELEV.FOR SPACING 8)AUlY1NUY:8083-T8 YIN. Q (ALUM.OA78"MIN.THICK) -,aTES TES FOR SPACING) V1 10 Woo20Y Wood Buck Substrate(SG) or MIM®-DADE COUNTY 66b333 I I I Wood Stru ura w 17 t 1/4• APPR'O MULLION q EMBEOJ SpeaRo GI.88 min.(Tm.I SEE SEPARATE NOA I .. ' 7/f8•-LAMINATED GLASS a NOTES: 1) REFER TO SHEET 2 OF 14 rn 3/4" Min. 0 FOR GLAZING OPTIONS AND DP CHARTS. Edge Dist. 2) REFER TO SHEET 4 OF 14 A tv ai FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD SUCKS AND METAL STRUCTURES NOT BY LAWSON IID. Ch 0y I I 3) REFER TO SHEET 2 OF f4 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND _ _ W FOR MAX. ANCHOR SPACING5. TRANSFER THEM TO THE BUILDING STRUCTURE. ri OpK w o TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING R g o a �sj i I < ANCHOR TYPE CHART IN CONC. or MASONRY (min.)A o WeDI orrlM MWII 8D1,IM 111mbodmeal III Blat.Conwato N $ 8 « O ELCO ULTRACON 1/4 1/4• 1 3/4' 1• 2.85 Ka a v y I N LL Bti1LDEX 1/4' - 1 3/4' 41 32 Ka N 81ALDEX 3/18' 1 3/4• 3• 3.2 Kai $ $ • i JS / w U, ANCHOR TYPE CHART IN ZX WOOD T>tiOCK min. 4 8 I I ( 17 I I 1/18•or 1 8' x in CHOR OPTIONS WAD-93%Jefb Bm BaBo Bloc B:saoa N SILL RISER w ELCO ULTRACON 1/4• 1/4' 1 1/s' 1• S5 SO s 10 II� I 5 LL ADHERED LIL 6THEOFL UNIT N 1A BUILDEK 1/4' 1/4" 1 1/4" 1° .86 SO sxs.(Int,ax) 1 112 g1a 1 1/a" 1• ss sc p �" DRILLFLt7t S DRILLING SCREWS � 8 0 Q INTO METAL STRUCTURES Q • ¢ k 21 STEEL : 12 GA. MIN. (Fy - 38'KSI MW.) eEslse s7 f a1a1j IB ALUMINUM M (6063-T5 C', (STEEL IN CONTACT WITH ALUMINUM 0 BE'PLATED OR PAINTED) �p��5••• '•'' `f♦°"d♦ a 2 r\iN� INTO APP MULLIONS (NO SHIM SPACE) ^[ t,,'=' O O j♦� •:;.1: .•-�w TYPICAL EDGE DISTANCE „�:aT Q.Q� a.'.c .: gv o h ��in "','" (1/4ry INTO CONCRETE AND MASONRY= 4'MIN. (ITW BUILDER) .� d •° •- 'e ZO 4•.�i PRODUCTRBWSBD (3/18' INTO CONCRETE AND MASONRY =3"MIN. (IIW BUILDEX) ♦i Gj�� (M K,3 p,) a 4"a 2•" Mlpk Bal ftytlg taRlt Ole Fie INTO WOOD STRUCTURE - 1'MIN. ♦4/ •��,�� ~I/4' TAPCON,E APPROVED EQUAL BY EDR BIBdIgg Codd T$ fit, . a r• W/13/4'MW EMBER INTO IO KA Conc.a 6' No Qat INTO METAL STRUCTURE = 3/4'MIN. 4 ' FRGM CORNERS c SEE ELEVATION AT SHEET .' A�41111111►1 Non-shriek Non-Maiaun• TYPICAL.F 14 FOR MAX IN SPFRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout.of Minimum B Ka SEE ELEV FOR SPACINGSEALED WITH WHITE/ALUMINUM COLORED SEALANT. ado Produet Contra . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . p3.625 RAM �1.000 I .082 • • • • 3 • •• 750 • • • • • • • •• • 1.000 062 • • • • • • • •• m •• •• FRAI.5941 E HEAD 3.500 .376 0 ^ O r.062 1.218 •• • ••• ms A gg L3r�• W 8 1.OL 1.500 I • • i • i �•• i msx q s c TWO TRACK HEAD 1.584 0 ' .687 • • • i ••• y AT SHEETS 8, &9. J MULTI-SLIDE FRAME HEAD ® FRAME JAMB w .12 1.887 PANEL TOP CORNER f�v 090 osa FRAME TOP CORNER p "`50 1.132 062 1.750 .062 1.590 TWO TRACK FRAME ` rAb .559 V 1 150 /� �' p 0 54 FRAME SILLO 1.619 O cQ p INTERIOR INTERLOCK 7 A 890 390 1.619 lED .062 150 1.2,41 a L 2.000 2.798 a 2.038 1.590 r � .0620 .062 1.132 c $ r < .8901^- .094 PANEL BOTTOM CORNER N r 4 1.197 PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK N $ 37 B p 180 2.686 .844 2.280 9 z z .094 FRAME BOTTOM CORNER 3 u 838 d et r d _L 1.044 ,062 1.617 L 1.710 to 1.842 �hbr°°` :�� •� GLASS STOP O LOCK STILE© 1.655 O9 •a°ye••O in .531 .580 ASTRAGAL STILE PRODUCTRBYISBD d:u 4: ¢=Z 'n wd6theFlaide ; �r, u 0.-0 a .070 I 524 .1 875 3.000 Nv .OZ '�i0��,°°... rL1.250 Q 1.142 ® 124 25r 1�wiiaml •ullr FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 196 1/4" MAX. 13" MAT(. TYP• • BOOR VADT41 CLUS W OF AT WAISI!_L • • • • • ••AT e•Ar9c oDS 6" MAX. TYP.EN op A2 • • •• • i i • 0 S• • 6 �HEAD/SILL CORNERS m v � q 8 0 0 Cal -m U •• • • • •• • •• ;s Tn / • • • • • • z e ti OXXO •i ts'••AgtpL.UTAA•cuss• • a o a Q • • • • • •• • 00 • • • 10 • • ♦ ♦ 1 Q q �' v N Cl • •//• E • •• Pell z N = ax ao C2 d d < � k OXO rn $ rnarn � d APPROVED CONFIGURATIONS V ® a (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) U , f1 04 !4 Q B aF STEEL REINFORCING V� 4�4�]i]i O AS REOD. BULB Vam 17 Q O L+ CQ 3/18•HEAT STREN'o GLASS B2 O X 6 X O ��ii W A90 PO INTERLAYER ° ° \\\ •��j A by El DuPont DeNenwure&Co.Inc. / Tn 3/16'HEAT STREN'D GLASS 44 3/4' MAX. NOTES: Z N SILICONE 1 REFER TO SHEETS 6 & 7 OF 14 50" MAX. D.L. OPG, ) 0 e SCF�AIEE-A/OREHEAD 8731 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. �V �CCp NIEC�b 2 `-" y. 2) REFER TO SHEETS 6 OF 14 m N s o PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES 1101- 13' o � 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS ' TESTED UNIT L_LARGE IMPACT o s GLA33 TYPE 'B' DOORS GLAZED W(TH LAMINATED GLASS RATED FOR N 8 DESIGN LOAD CAPACITY - PSF LARGE MiSSII E IMPACT AND REQUIRE NO SHUTTERS. GLASS TYPES 'A' OR 'B' 8 z z BULB Wm-6 PANEL WIDTH DOOR HEIGHT STANDARD SILL 2-1/4" RISER 3" RISER 3/18'HEAT STREN'D CLASS NOMINAL oeo INTERLAYER FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) s o3 DuPont-SentryGlass by.EL w DuPont DeNermura&Co.,Inc. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 AAAtltplp PRODUCT RBVISBD SAA pp z m 3/16'HEAT srREN o cuss 3/0 40.7 80.0 56.7 60.0 60.0 80.0 y ae oomplylaBb Tho PtoTida `�tJA 13��y°aaB, SILICONE BuDdlogCodo n �� 5..,••••`••,•.a♦p�prp SCHNEE-MORDMAO 5731 3/6 40.7 80.0 56.7 60.0 60.0 60.0 0 06 % �,. 00 DOW CORNING e66 6/8 40 . 2 0:�, ,• a b'.t>3%a N 4/0 .7 80.0 56.7 60.0 60.0 60.0 TREMCO SPECTRUM 2 �:k €� 0 r d0 4/6 40.7 60.0 56.7 60.0 60.0 60.0 ¢S a 4/11 40.7 60.0 56.7 60.0 60.0 60.0 .- PANEL MAX. D.L.O.: r•0. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 r0 3/0 X 6/8 32-3/4" X 74-3/4" O' • 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" ��, 8/0 GLASS TYPE 'A' 3/8 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4" GLAZING DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 60.0 3/0 X 8/0 = 32-3/4" X 90-3/4" a 4/0 X 8/0 = 44-3/4" X 90-3/4" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING TYPMN.ANCHORS A PAIRS TYPCAL ANCHORS IN PAIRSMETAL 1" Min, SEE ELS.FOR 9pACING • • SEE •FOR•S�ACINO STRUCTURE Igy dge.D st. • • • • • • • • • •• 1 •• ,"4 WOOD BUCK •. •" 0• • • • • m m v � '..E (Mw. t • • ,19/1.6" •'MJ. 'd •�a 14m 2 • •a• . U) A MNTYP. 3ela"1 3/4'am.) \ hh 0 wmis Q-'tOd w O $.... ., _ - • •• • • • • •• • .�•e1.STRUCTURE&TTAONMRNT DETAR c a} o Y' 1•, • • • • •• • °NOT& O z G s g • • • • • • • • 1.ALL S 84 CONTACT WfOf 1 4 (D 15 = •• • • • • • ••• • 3/4" Min. BE eE P O OR PLATED. °p 9 4 Q 18 �in 1" Min. TYPICAL ANCHORS IN PAM Loge Dist. 2.A)STEM Fy=METAL E38 KSI MM. 0 Edge Dist. Typ.) ELEV.FOR SPACING ELEV.AL ANCHORS 1�NG 8)�ALUMINUM;60BJ MIN. C-2 C-2 4' (ALUM.0.078'MIN.THICK) r7 10 2BY Wood Beek Substrate or I I I 17 I t 1 a• Woes Stm aro w/ O) MIAMI—OADE COUNTY miraino uu I sPeellk bas b .(ryp.) ®„ I MN•II�.) � SEE SEPARATE NOA I f I PRODUCT REVISED l� 1 II 7/16•-LAMINATED GLASS f BWA Floridare .L a ji � 3 4" Min. �� lri CV NOTES: 1) REFER TO SHEET 5 OF 14 Edge Dist. fY� 0 FOR GLAZING OPTIONS AND OP CHARTS. Plo"Costrol 1=1 t 2) REFER TO SHEET 7 OF 14 Qj$ c9 a WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 0 a p FOR HORIZONTAL CROSS-SECTION DETAILS. 0 O MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND w 3) REFER TO SHEET 5 OF 14 W TRANSFER THEM TO THE BUILDING STRUCTURE. _ � � FOR MAX.ANCHOR SPACINGS. Ix O I TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING oo Li a a I I a ANCHOR TYPR CHART IN CONC. or MASONRY min. N o q�4 ANCHOR OMON8 MUD-BOd u� sage DmL cone"te . 1. W K O: ELCO UURACON t/4• 1/4' 1 3/4' 1' 2.89 KWLn s • I I II d, O BU0.DE7R 1/4' - 1 3/4' 4• 3.2 Kai ry S A yT Cj N BUROEX - 3/18' 1 3/4' 3' J.2 IReI $ t Ri 4 �= ANCHOR TYPE CHART IN 2X WOOD HUCK min p 1/16"or 1/6" en VW1 in t/l ANCHOR OPTIONS SAD-STJ.JAI®Bmbe-sage Dist,2z Wood q a g8 I II III I ry St RISHEREDE WITH �tw/1 °1 ELCO ULTRACON 1/4' 1/4` 1 1/4• 1' .55 SO 9 8 Z i s I I S CLEAR SILICONE N RWII auaoFx 1/4' 1/4' 1 1/4" I' .95 SG z 8 10 NGTH 0£UNFULL IT SILL I I S.M.S.(Into 2X) B72 X12 1 1/4' 1' .m SG1/4- DRILLFLEX ME �1 I INTO METAL STRUCTURES DRILLING �rREws s 21 STEEL : 12 GA MIN. (Fy > 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-75 MIN.) 19 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ��05 •"•"'"°° /,�'e� i INTO ROVED MULLIONS (NO SHIM SPACE) ..q�c, n C 6.0:0x Lei ; w TYPICAL.EDGE DISTANCE •: 'Q • . ..• (1/4' WTO CONCRETE AND MASONRY- 1'MIN. (ELCO ULTRACON) :, `D O; '..' (1/4') INTO CONCRETE AND MASONRY- 4' MIN. (TOW SULDEX) z .•` ' a 1 WEEP EACH END (3/16' INTO CONCRETE AND MASONRY m 3"MIN. (TW BUILDEX) �� •'GJ�� t 3 a• •° 2•:.MIJ°k ••1/4• TAPCON or APPROVED EM14L BY EOR TYPICAL ANCHORS INTO WOOD STRUCTURE 1"MIN. fl i��y•' � C. (�a+•�) 4' a 7YP, V/1 3/4'MIN.EMBEL INTO 32 Ksl Com,@ 6• Cr 2 PER CUP INTO METAL STRUCTURE - 3/4'MIN. •• ` `' 31 •.. FROM CORNERS 6 SEE ELEVATION AT SHEET313ALANT31 It S OF 14 FDR MAX.SPACING d. Non-Shrh*.Non-MetollkTYPICAL ANCHORS M PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL crone of Minimum S Kal SEE ply.FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. C3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING • • PANE • • • •• 1 Eye, • • • • D wn TH • I- 1/4" SHIM • • • • • • • • • • •• m k S e 1-II• 0.11 1 4" SHIM MAX • •• • • • a rom,o ch pi z • MAX. L O ••• • • D.L z �+ OPG. z 3 1 1 w N A I I 6 ..� .{btS;1 A O •• • • •• • $ _ • 17 17 ._._ • . Z •Z Ry a 8 18 •• • • • N a •• 21 17 1.1 9 8 10 .e. � � •,� Q m s& 1 t/.' L " SCREENS QPIIONA Ci L. GPC. O O EXTERIOR D.L OPG. 18Y r� o PANEL WIDTH WOOD BUCK ea; 4D/2T — OXXO o � DOOR WIDTH a NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. A 2) REFER TO SHEET 6 OF 14 F%] FOR VERTICAL.CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 /4" SHIM FOR TYPICAL ANCHORS AND NOTES. 1 4) REFER TO SHEET 5 OF 14 PANEL WIDTH Imo' S MAS(. FOR MAX. ANCHOR SPACINGS. s WOOD SUCK za L.O. e n SHIM D.L OPG. e 7 x ] Q a 8 VMm I I 8 y.•ri to� N $ 3 $ $ d 01 n qg2s as g PRO'. ° UCT REVISED 18 8 a~'. n vv10116eFlo1Wa 8 ...... as Buad 3g Cob --- LJ ° ° a.'• lvifnail otkRoductCmaro � Lep§11.:a18pp�� lu 17 eeee (MIN. 0 1/EvlrcGJ SCREEN )PTIONAL .-.•1. , Y� O-4,-_ N O('2 TYPICAL ANCHORS IN Paws L'i D D.L. OPG. :i= In z In SEE ELEV.FOR SPACING O EXTERIOR O '4 ;V �•O: PANEL WIDTH SD'/2 OXO DOOR WIDTH ,IO,YNryo ••p4� A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET --, & NON-POCKET MAX. WIDTH 191 1/4- 1 L s %i'/j m rr A3 •• •• • • •• •• 6 .413 1/4- MAXl77yyr�' HED/�Q� 6MAX. TYP. POCKET WALL• • " •• SEE OTE J,UO� E /SILL CONERS Qs^a • • • to 1 1 POCKET WALL G 9 0 a= �! SEE NOTE 03. a Q Q Q 1 ; p ••••,/• ,• ••• • ii• ,/, D , I o zye P( ) X-RP or LPI_x ••• d *000i • • •• 93 It � D ••• / ••• I $ 0. i% m 1 a• a' r 1 0 a _ °1 n w a m a Q Q F1 Ir XX or XX-RP or LP-XX or RP-XX-LP 1 F-- F --� M a 00 G4 4 �] A. %/ % / O Q 7/16.OVERALL LAM.GLASS Q STEEL REWONgNG -0 -0 a" a Q As RECD. 1t 0 a- a• a• i t POCKET WALL Q Q 64 a I 0] C 1 `� •� •� t1 SEE NOTE®3. a a a j 1 to 02 (TYP,� X B3 a X Q X p X p I ; e 03 XXX or RP-XXX or LP-XXX U 1 IN 6 u 1 1Zi Y F o j 43 1/2" MAX. 1) REFER TO SHEETS 9, 10 & 11 OF 14 48 L i� i$ '�// PANEl4WIMAX. D.L OPG. PANEL49 1WIDTH2) REFE 0 SHEETS 9 OF. FOR TYPICAL 14 DETAILS. T- .O 4- -0 o- a-1 FOR TYPICAL ANCHORS AND NOTES. N s o IR i�m a• a• o-- a- i i 4 DOOR - THREE TRACK 3)FOR POCKET WALLS SEE GENERAL NOTES Y 1.J mr #15 & 16 AT SHEET 1 OF 14. Q ' L •� •D .0 :0 r PANEL MAX. D.L.O.: "XXXX" TYPICAL ELEVATION $4 a• a• .0 •0 3/0 X 6/8 = 31-1/2" X 74-1/4" TESTED UNIT • � � T4/0 X 6/8 - 43-1/2" X 74-1/4' R XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP DOORS GLAZED WITH LAMINATED GLASS RATED FOR N APPROVED CONFIGURATIONS 3/0 X 8/0 = 31-1/2" X 90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. R ' 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY-PSF(2 1/4"SILL) DP CAPACITY- PSF(8"SU) LAMINATED GLASS � � 8 NOMINAL DOOR SIZES GLA98 TYPE'A' GLA85 TYPE 'B' GLASB TYPE 'A' GLM TYPE'H' LARGE MISSILE IMPACT x z BULB t7 BULB VWYL 77 WIDTH HEIGHT 3/16•HEAT STREN'D MASS FT./IN. Fr.et. EXT.(+) INT.(-) EXT. (+) INT.(-) EXT.(+) INT. (-) EXT.(+) INT.(-) R01}ULTRBVLS� 3/18'MEAT STREN'D GLASS �Y�2wRLt�Fbrida 090 PVB Interlayer 090 PVB INTERLAYER 8/0(20R) dleg Coda 8 o O SoRex OP-Sallez&SoBex HP Dupant Hutacita or (W/ 1 STEEL} 8/0 56.7 66.0 58.7 88.0 88 0 68.0 68.0 68.0 No 8.0 4 i1 s a4 g by:SOLIiTU.Inc.or O: •)DuPont-Sent DuPont Butooite lry:E.I. ( q'lo-V'' ` r ,�pB1618TrprPr• DuPont DeNemoura&Co.Inc. EJ.DuPont DeNemoura&Ca, Inc. 8/0(2DR) 8/0 58.7 88.0 56.7 68.0 88 0 68.0 68.0 88.0 �p�� m 3 18•HEAT smEN'D ctAss (W/2 STtF1) (•) (•) Atom da Product Contra• ♦ g .• ••:;/'�i:�" ? 3/16-HEAT SREWD GLASS? / S9LCONE SWCONE 12/0(MR) - _ to 8/0 56.7 68.0 56.7 68.0 68.0 0&0 W eS ro DOW CORNING 899 m DOW CORNING 899 (W/ 1 STEEL) h 0 d;� j:•j, ao j..j 40 12/0 (30R) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 11 0 4 r z N (W/2 STEEL) (•) •) .; if o 16/0(40R) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 �y 1 (W/ 1 STEEL �1 ,��5'�• ..... •' P GLASS TYPE 'A' GLASS TYPE 'H' �/2:(74:R STEL)) 8/0 53.3 68.0 53.3 68.0 88.0 HSI 68.0 68.0 fa GLAZING DETAILS (•) 2dr/3dr DOORS MEET +76.7& -78.0 DP w/"Dupont 0.090'SIP Laminate ••• • ••• ••• • • •r• •• • •• •• • • • • • • • • • • • • • ••• • • • • ••• 1" Min. 1/41 TAPCDN o APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS METAL Edge Di91. V/1 3/4'MIN.EMBED.INTO 3.2 KsI Came SEE ELEV.FOR SPACING TYPICAL INP STRUCTURE 9 8 6'FROM CORNERS B SEE ELEVATION AT • • • • •• FOR SPACING SHEET 8 OF 14 FOR MAX SPACING. : • • • • • • •• • p ° • ••i • •. • • • m O v z ./-Q •d' a 1 3 4' • �.d •4. • d e ° • • •d, (A* • d.cn bj Itl (Mw.sad ,d.• a4 (MNL ., s: ,° ° •d �� }M a� ••• • 13htaillYCAbn how O S i Y /4 MAX GAF •• • • • ••I • � ;�„ � � `� __ • • • • • • • • y • • • • • •. • p Z Q F 11 WOODI By BUCK ••• • • ••• • • ••• ••• '"' a Fi N MP.TAI.BTRDL'±'±m2 ATTACNM6N'1'DSCADa Wp1 I TYPICAL ANCHORS W PAIRS N078: L7 z OI 18 O O 118 SEE ELEV.FOR SPACIMO I.ALLA TO DE PW y�p� O O 15 OR PLATED. �m CLEARD �COMPOUND Wood SWUwe a/(SG)e TYPICAL ANCHORS IN PAIRS 2•A)))STEEMETAL L:FyY-6 K5f MIN. a Spftmc Orovily=S8 min. SEE ELEV.FOR SPACING (VEE.12 GA MIN.THICK-0.105-) y 10 I j (TYP•) B)ALUMINUM•:6063-TS MIN. q OT FT IF (ALUM.0.078 MIN.THICK) $ MIAMI COUNTY 1 I I I ! 1 4 (M1iV.l EMBED.) SEE SEPARATE NOA V II I i i i 1 7/16'-LAMINATED GLASS _ � �°°°�tle O 88 II I II � 1 I I � cv NOTES: 1) REFER TO SHEET 8 OF 14 \ a to FOR GLAZING OPTIONS AND DP CHARTS. q 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT RY LAWSON IND. L9 a FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Tn 3) REFER TO SHEET 8 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. FOR MAX. ANCHOR SPACINGS. w TYPICAL ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING $ g w tn ANCHOR TYPE CHART IN CONC. or MASONRY mtn. a o �j ANCHOR 0MONB HEAD-BOJ,JAMB lml Rdge MaL Conocete q gi j j I I j j = w ELCo IR.TRAWN 1/4• 1/4' 1 3/4' 1• 2.88 Kel . _ate g (n PROmUmUPRBV[SBD BUILOEX 1/4' - 1 3/4' 4- 32 Kai ry n R 9 A q k 0 wBhKmFloride S 3 m BI� �, QOZ 811110EX - y16' 1 s/a' 3• s.z Kai A a I I N AwPk Z� ANCHOR TYPE CHART DV 2R WOOD BUCK min j I I I I I 1/B'SILL RISER M CHOR OPrIONS BEAD- JAI®EmDedNa Edge DIeL Bz Wood I I I g CLEAR SILICONE HERED WITH In ,B(A>fUCt 6l ELCO ULTRACQN 1/4- 1/4' 1 1/4- 1- .55 SG D z . W BUILOEK 1/4- 1/4' 1 1/4' 1- As SG 999 OF UNIT LENGTH (n I I I I I S.M.S.(Into 2x) 112 #12 1 1/4' I- .3g SG ppp r I I I I •1/4' DRILLFLEX SELF DRILLING SCREWS 3 0 INTO METAL STRUCTURES d • K o3 p I 12 ® I I O I STEEL : 12 GA. MIN. (Fy a 36 KSI MIN.) ♦♦♦♦teuueeepe ALUMINUM : 1/8'THK. MIN. (8083-T5 MIN.) ♦�♦♦ I I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � •' .��•:�i I 21 I B I I oto s1Js CAULKING 1 I TM INTO APPROVED MULLIONS (NO SHIM SPACE) ;' C4 TYPICAL EDGE DISTANCE :a: %Lq ,K W •'� �j (1/4') INTO CONCRETE AND MASONRY- 1" MIN. (ELCO ULTRACON) $ :p o ~ OJ Ir'f �� `•1' `� `.r:�^'^ ^�. 4. , ' a (1/4'INTO CONCRETE AND MASONRY- 4-MIN. (TIW BUD.DEX) " ' •'d °a. d•Q'A 21 °'��°�.�•"a'�: ••4:i" •°,..s,,• .A (3/18' INTO CONCRETE AND MASONRY- 3-MIN.(ITW BUILDEX) �^^ .r•i>1:;~•i. •i.e°' A y.s y J 1/4• TAPCON or APPROVED EBUAI.BY EOR INTO WOOD STRUCTURE - 1'MIN. �� •' �� '?,•<.i (MtN.3 )°• •, TYPICAL ANCHORS PIa / a < V/1 3/4'MIN.EMBED.INTO 32 Ksl Cone.B 6' 2 PER CUP INTO METAL STRUCTURE - 3/4'MIN. i�hJ•• U •A ° �•'-°•" FROM CORNERS 6 SEE ELEVATION AT SHEET [y TYPICAL ANCHORS 6 OF 14 FDR MAX SPACING, FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL a A PAM SEE ELEV.FOR-SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. . . ... . . . ... • • • • • • • • • • WOOD BUCKS NDT BY LAWSON INA MUST SUSTAIN IMPOSED LOADS • • 1/� Gpp• • .600 • • • • • M� • �`. •• 40 v z 'n CLEAR SILICONE ADHESIVE • • •• • • • ti'd• DING Cwmm • • • • • • • M w 4 7/!6•-H.S_LAMINATED GLASS '•°� CLEAR SILICONE ADHESIY e• W v � n BEDDING COMPOUND •• • • i • ••• '•• 6 $ t!] • 9 • • • 012 X 2'FJVPHL-S.M.S.W/ Z p •..'.•p i 2 STEEL BARS REOD 7 •• •••' • • P.T WOODS AK<SEE SWCXT 44 SIZES AS LISTED M DP o W x ',:6.• • • • • • FOR FASTENER NOTES AND -4/ Z pq O • •• • • • • • • ELEVATION AT SHEET D 8 FOR CHART PRESSURES o. U N r °• SHOWN SHEEP 8 OF 14 FOR FASTENER SPACING p 18 ON D... .°. n. 16 I 2X ca � B ' l� ca b . li H4 e I O n n 17 :`�: •:7y„ 'r'0 %'''r .s. t STEEL DAR RE4D.ON SCREEN DDDR PANEL SCREEN DOOR PANEL moi-"•,o- SIZES AS LISTED M DP ei r. C3 (OPTIONAL) SCREEN(OPTmNAt) O / O 7 t ;' 2 r"+�; ,as"ey ri t SHMNicSN SHEET 88 OF to 1- EXTERIOR z EXTERIOR ARADE J/ .) DOUR WIDTH U42 1/2h PERIMETER CAIAKIt4G .�.) A 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. $ 3) REFER TO SHEET 9 OF 14 A r o WOOD E=S NOT BY LAWSON INA FOR TYPICAL ANCHORS AND NOTES. MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 7/16-H.S.LAMINATED GLASS .° :' FOR MAX. ANCHOR SPACINGS. • r a ,§a ,y 1/4" GAP29 $ CLEAR SILICONE ADHESIVE AX. ai N o n D1ONa < nN e °6 3 S Lm"" 1 37 .a 2•FJ.L/ML-S.ILS.W/ l 1/4•MIN EMBER INTO 2X P.T.WOOD BUCK(SEE SHEET 09 _ g FOR FASTENER NOTES AND i I ELEVATION AT SHEET B 8 FOR .9 0 8 FOR FASTENER SPACING) d iH r ad d a - 2X J. �.�.•a. atttt{IPPPPlg ` s1818 ��rtyl "rW'taeFlm+m ��Ogs ,.... O 02 �?:k to to b;?r 1. r 25 8 •etU :°;',•fi: '�yq to N�::1,f� '�Y.•"�,'. •Ooalb' w O'�� .6 3 SCREEN II60R PANEL ,�;.•�•v es. .•y�� COPTIONAL) DO EXTERIOR •' EXTERMR GRADE •+••: �, _S:Fv:•. I,� PP,� i J/P PERIMETER CAULPCING t t/P P titt ..La .L 0 DDDR WIDTH(961) 2D/2T — XX a . ... . . ... % .. % .. . . . . . . . . . . DDDR BUCK WIDTH(199 3/4') I I/41 MDL EMBED a a-i •Y y1y, �. .'•., t• Q u • • • • • • V 2 t /B13�MIN.fl•®ED.0 .. .•• . 1/4' MAX. 2%P.T.VIDID]KICK °' FOR POCKET WALLS rA< V! O z $ SHIM DETTAIiLSS AT SHM 12 INSTALLATION 1 ~ m.. O n SEE GENERAL NOTES G O dl 1/4' TAPCON or APPROVED EQUAL BY E'OR SHE T 16 AT gip N Q ° V/l 3/4'NW.ENBELL INTO 3.2 K.1 Cont •• • • • •• ••• •• 9 SHEET 1 OF 14. 3 •" 6'FR@1 CORNERS 6 SEE ELEVATION AT NOTE: • • • • • • • • • w > SHEET 8 OF 14 FDR MAX SPACING. CLEAR SILICONE ADHESIVE STEEL BARS RiQD.AS•• • • Z d BEDDWG C13MPMJND LISTED IN OP CNARTN/• • • •PRESSURES SHOW • ;�+ p z p a e•e.D 13 Ora •� • ••• 000 ••• 31 18 I (EDGE Ow.) S 6 "y!. O 0 3 7 9 N 1 O .4 . a _L ___ _______________________ _______ ___ _� 18 ____ ____ 8 _______ _____ BEDDING CO)IPWND p� cQ ------ rgp .7 e 1 Ig D H 1 39 17 p b. N .,b . CD o e `s t7 -------- A cn .�• e.g Ta. -^�' ------------------ -- -- SCREENS OPTIONAL. : v4 E, EXTERIOR POCKET DEPTH X EXTERIOR GRADE 1 3/4• PERIMETER CA(D.ICING TEST BIM WIDTH 090 9/8') ® o 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 TYPICAL ANCHORS IN PAIRS FOR GLAZING OPTIONS AND DP CHARTS. TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING 2) REFER 70 SHEET 9 OF 14 ry $ 4 SEE ELEV.FOR SPACING 1/4" MAX. FOR VERTICAL CROSS-SECTION DETAILS. s o a 3) REFER TO SHEEP 9 OF 14 Q lii 1/4" MAX. SHIM ANCHORS $ SHIM ----------------------------------- 4) FOR TTYPICAL MEET 8 OF AND NOTES. N 14 FOR MAX. ANCHOR SPACINGS. a y >z z 9 g 18 7 iso � j 41 a ad 6,T4T 3 p®A � • METAL RTRUCTI=ATPACTDMENT D10TATI, �0��5•..........44,, 000 . e" NOTE: ?• O.� O d,'•.:"e ' i,• 1.ALL STEEL IN CONTACT WITH R' $ y:rij�N O J .;•' ALUM.TO IE PAINTED OR PLATED. _-_ mr8" •.P_ b� METAL 2 AL STRUCTUvE,& ___ ;UJ STRUCTURE A!�)E&ESL Fy 38 KSI MIN. se.• (STEEL 12 60. MIN.THICK -0.105' PRODUCTREVISBD ~' ~ liy��a /(�;•y n B)ALUMINUM : BOW-T5 MIN. es nplylDewrygftFlp)Ide ♦�' fO,� (ALUM. 0.078'MIN. THICK) _ _=====c=====_= IBuD Ca10 �i 3/4•• ------------------ 4e� IAll d (MIN.pTBEQ.) @ (OPTI NAL)AMEL MEM.M.,' Gi . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . SGD-9200 BILL OF MA'IERTATc - 2 & 3 TRACK FRAME 1 3/4" MIN. ITEM 1 PART 1 QTY. DESCRIPTION REMARBB • • • o •• EMBED. o y -; 41 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM o o ftRANgSEE A SH S BSy�& 9.12 L-9211 1 2 TRACK FRAME HEAD (Multi-Sllde) 6063-T6 ALUMINUM • • •• • &POCK Y! GENERAL IiV!ER101R •• NATES 115 6 d 4,AT W 1 OF 14. 2 L-9206 1 2 TRACK FRAME SAL 6063-TS ALUMINUM M 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS b INTERIOR t+qa O 4 L-9204 I X PANEL PANEL TOP RAA 6063-T5 ALUMINUM AT 8' ° .n m o to A a 5 $• ••o •*FOR SPACING 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM g • • • jl • o • �P 6 L-9201 i PANEL LOCK STILE 6063-T6 ALUMINUM t7 • j'^ • • •o ; 16 17 QQ 70 o• 0 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM • • b' ''' 31 c"d i d c • • • 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM t g ° � l 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM ^W O 10 L-9209 AS REQ'D, ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM w S A m C4 it L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM °' "'a 0 IS V� J 12 L-9208 1 3 TRACK FRAME SAL 6063-TS ALUMINUM at 17 t l w 6 ~ STEEL SWR RE ON 17 13 L-9213 2 3 TRACK FRAME JAMB 6063-75 ALUMINUM EXTERIOR i SIZES LISTED w/DP Bops IS 14 PWS-016 AS REQ'D, BOTTOM RAIL WTS'P ULTRAFAB #QB6757DK < 'c o, TYPICAL ANCHORS D ABOVE a V.d AT 8'O.C. d 15 PWS-009 AS REp D, PANEL TOP RAIL WTS'P 187'x.310' (7830-6001-1) ® SEE ELEV. 16 PWS-003 AS REDID. FIN SEAL WEATHERSTRIP .187'x.2I0' (7820-6001-9) FOR SPACING 1/4' MAX. F+ 17 VWS-004 AS REp'D. BULB VINYL (FPVC) 1/4' O.D. SHIM p 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 1 3/4' MIN, C EMBED. CV 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA, MVG, BUT. RAA EXTERIOR .4 � 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H✓PHIL. POCKET DOOR HOOK �j A 21 AR-008 2X PANEL PANEL 'Cl TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS }� � 22 FS-042 AS REOD 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.N./PHIL, 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-TS ALUMINUM Ftwdbte FPY6 Cam on-Tema tta Ino p 4. FPVD BIaot Com mt No.7200.73 R • 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. PHYSICAL ASMNO, N i o_ 25 AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) DuomuarHmd®m'A',10pm 75 D-224o Spzdfloam pl 1.45 D-792 q � 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Taus Sh g%PSI 1640 DaM i v 27 AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) uwmsmPmo,t6 340.o Dais v 64dvhs®100160mgedm,PSI 761.0 D408 43 • 28 HC-047 l MORTISE LOCK HARDWARE W/ HANDLES & KEEPER tmFPVCCWtdta a1.o D746 x compound No.7za7.7a $ 8 29 3t 1 x Panel 7/16' Lanlnated H.S. Glass See Glazing DetnOs YQYSICAL ASTMA'0. of I y 30 L-9022 0 ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM Daom*,Hvdmm•A'.IQ m 73 D4240 spmi&Gmwo IA] D•792 z 31 L-9215 1 POCKET JAMB HOOK 6063—T6 ALUMINUM TGwue SftwkPSI 1640 Da18 uttk m Emtppttm% 375.0 Da38 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee-Morehead 5731 MoWm@l0W/.EImpfta4PSI 765.0 D4M $ $ 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Doe Corning 899 30.0 D7a6 9 0 34 ■ It NEUTRAL CURE SILICONE Trenco Spectrerl 2 d a tr of 35 HC-045 2 NYLON p4:7E d6?ppp GRIGID PVC 36 HC-043 2X PANEL NYLON TOP GU� ' HOLE IDE > RIGID PVC eeeeQS•e'°i�� ?'!sP�;BT�pe 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' PJ-. PHILLIPSa O�f„to w ° 1s a O 0 38 FS-013 AS REQID. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS ;� n 39 FS-014 AS READ. INSTALLATION SCREWS 012 X 1 3/4' F.H./PHIL. PRODUCTRBVISBD It'' tun 40 PL 75.6020 AS REDID. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 21L. p� Y�tWRO1� Q ry �••��- ee 41 ■ - SCREEN PANEL ■ imPm!dtmtCO2�v.Oz 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee-Morehead 5504 43 ■ ■ PERIMETER CAULKING OSI POLYSEAMSEAL 11T 44 ■ 1 PRODUCT LABEL x Ci . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3.6251.000 082 I • • • • 3 • •• t� -1 1.000 50 • • • • • • • •• L 062 •• ® • p m a 90 00 0 000 0 4•-1.594 O 3.500 .376 o m a� � O ffi FRAME HEAD S A 0 3.650- 1.218 r. •• • LL • • ••• • • 062 • • w • •• • • • •• }}; 1.000 1.500 I • • i • i•• i s x TWO TRACK HEAD 1.594 Oy '+•687 • • • i :00 7 AT SHEETS 8, & 9. G� MULTI-SUDI FRAME HEAD ® FRAME JAMB ^ p PANEL TOP CORNERC7f .090-r 12 1.687 FRAME TOP CORNER � I �( .094 � t+ .062 1.750 0 2.2150, 132 062 1.590 TWO TRACK FRAME ®� .559 � I r� --ii ,50 4.154 @ 1.619 N p 7 FRAME SILL INTERIOR INTERLOCK 890 Tq.390 1,619 � O •e- 7 .062 150 1.2141 2.000 2.798 a 2.038 1'S� 062 1.132 .062JUL $901- •094 PANEL BOTTOM CORNER ry g g ® 1.197 ® 1.687 PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCKF. 37 $ 180 2.686 .844 2.280 ¢� Z e y z z 094 FRAME BOTTOM CORNER 3 0 86 8 1.044 ,062 1.617 d a ' a L 1.710 `�gaeuuehq� 616Fr ;` b,T�4,, 1.842 n �• •,.•... ♦ ef! ,o a pay N .o GLASS STOP LOCK STILE O 1.655 Q9 .531 .580 ASTRAGAL STILE SRIMSB'D .0. cr- 4 .875 3.000 •o2.070 .125 r ,, still p 1.142 ® .124 FIXED PANEL CUP ASTRAGAL RETAINER SILL RISER A .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 5.244 • • • • • •• T— .070 • • • • • • • • •• • pp �y Yp 1.000 ® • •37 •• • • • • • • m 1.500 • • • • • • • • ;;m y .. ... ... M; w x s 1.594 c 1° p �Q� A O.oss z 4 6 FRAME HEAD • ••• • • • • •• • Z c R o w Ca 090 I •• • • • • • ••• •• od 062 2.250 y � 500 FRAME TOP CORNER z T—I 5.748---- FRAME SILL 12 r4 .500 p q l.000THREE TRACK FRAME I ] aCQ o imo .062 H INTERLOCK REINFORCING .376 ZOO- .094 500 5.094 1.218 r 8 N ASTRAGAL REINFORCING N E 3 C g z z .375 688 O FRAME JAMB 13 1.250 d 4I s Cd O 0oseseeeou�i��i�� .500 INTERLOCK REINFORCING m� moo' •••,•� FRAME BOTTOM CORNER c ^r� O .527 ¢:a• 2.094 eV OTO: PROj7pCTRBVISBD • Z .079 es wmpiyk�8vIt�ft no ids •, .100 ANa�4' d/0S.0 2 .953 at .620 D 3/2018 ''i 1ef,..• Pocket "P' Hook 'C'CLIP O MimM uq 11 Q MIAM!'DADE MIAMI DADE COUNTY,FLORIDA A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) yrymmiamidade.aov/economy 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 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. 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 manufacture`,.signed and sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County Product Control S%atiion Revigion stamps.•, s with the Notice of Acceptance number and Expiration date by the Miami-Dade fbunty Proouit Control •• Section. 660:09 6666 Goes" MISSILE IMPACT RATING:Large and Small Missile Impact Resistant �,,,, 0 0 0600 a: LABELING: Each unit shall bear a permanent label with the manufacturer`s name•or logo, cid*state,...s. series, and following statement: "Miami-Dade County Product Control Approved';VM4ss othphed*,noted••••• 00 00 0000 Osseo. herein. RENEWAL of this NOA shall be considered after a renewal application has beep.'tiled and tkere Ips been,.,.:. no change in the applicable building code negatively affecting the performance of 4iis product. ;,.,O. o TERMINATION of this NOA will occur after the expiration date or if there has been;revisipre rrhange• • 0 in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an ehtlorSement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 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. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14---0908.08 h1fAMFDADE COON rY i`y f ,�� Expiration Date: May 30,2017 Approval Date: November 06,2014 Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's 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 •*00,9, along with marked-up drawings and installation diagram of 1204flch span'dhhninun? tube mullions with C4 x 4.5 steel channel reinforcement, Qg epgajed bye f;rricane• Engineering & Testing, Inc., Test Report No. HETI 02-1716,dated 8/27/02, signed, • and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NDA No. 02-0501.05) •••• • •• 99:06" 4. Test reporton: 1) Large Missile Impact Test per FBC,TAS 202'911. ." .. . .... ...... 2) Cyclic Wind Pressure Loading per FBC,T,4 �0�-94 •• along with marked-up drawings and installation diagram df dh�dumipum.sliding... glass door, prepared by Hurricane Engineering & Testing; Inc., Test:Report Nop•• • HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.13rozq-Sedut,*PyE, . • (Submitted under previous NOA No. 02-0501.05) " ' , 5. 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 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. 02-0501.05) —�J 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-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNuFw) 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. 9S-1212.09) 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 90-4nch 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. 9S-1.212.09) 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 . . 0000 0000.. D. QUALITY ASSURANCE • 0000.. 0000 0000 1. Miami-Dade Department of Regulatory and Economic Resourm;AER). .. .0090. 0000 . .. E. MATERIAL CERTIFICATIONS 000000 '00 •''" 99999. 9999 0000. 1. None. • 0000 0000 0000.. 9 000000 9 0 F. STATEMENTS 0696:6 99999. 1. Statement letter of conformance to and complying with FBC;'"$dilion(2014), issued,,...: by manufacturer,dated 09/02/14,signed and sealed by Thomas'l. Sotos,P.V . ' 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 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. 12-0127.07) f J 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-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 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'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, HETI-02-1716, HETI-02-1717, HE,TI42-1718, dated 8/27/02 and HETI 02 T071,dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-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, ItiV elbl their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel 4ein€orcement 0•L.M.I.",,•":' approved on 03/29/12 and expiring on 05/30/17. 0000.. • 0000.. 0000.9 0000 .0096. 0000 .. 9 9 0000 . ..0 000. 0000.. 0000 .6699 09 66 9996 996966 906699 9 . . . 6 6 96.969 .6.... 9 .. 0000 .96999 . . Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November Q6,2014 E-3 . . ... ... . . ... .. .. . .. .. . . . . . %:. . . . . . . . . ... . . . . ... THESEMULLIONS ARE RATED FOR LARGE MISSILE IMPACT y eND ��gjNN BE USED WITH ALL LAWSON'S MIAMI-DADE c ANCHOR/CLIP ANCHOR/CLIP ••• ••• ••• ••• NTV' %PROVED IMPACT AND NON-IMPACT PRODUCTS. c GLAZING HOI�ZTTAL JULIUON • • • k %ANGULAR ALUMINUM TUBE MULLIONS t° a • • • • • PRODUCT •• ••• •• ••• • • ••9SING MULLION PROPERTIES ONLY ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT q + a GENERAL NOTES: R • • •s ••. THI6•PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE :a 3 • • • • • REQUIREMENTS OF THE FLORIDA BUILDING OWE 2014 EDITION INCLUDING Z ! •+'a •• • • • • •HIGH•ELOCITY HURRICANE ZONE (HVHZ). _ $ Z„ VERTICAL VERTICAL U • • • ••• 2.ALL ING PRODUCTS USED WITH THESE MULUONS MUST MEET THE yg W a o MULLION MULLION a • • • • •♦PPFLORIDA BLDG. CODE REQUIREMENTS I E: WIND LOAD,WATER ro s a o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z h 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPUCATIONS, GLAZING GLAZING GLAZING d GLAZING g INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W PRODUCT PRODUCT PRODUCT vai PRODUCT $ 4.WOOD BUCKS 8Y OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER y LOADS TO THE STRUCTURE. 11 5.ANCHORS SNAIL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y ANCHOR/CLI B.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ts ARE NOT PART OF THIS APPROVAL. ar a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF y p WOOD ANCHORS ONLY. ("/,d a B. MATERIALS 04CLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, Wt W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA SLOG.CODE -SECTION 2003.8.4. WIDTH (W) = Wt + 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 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. B GLAZING ` " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS g .; PRODUCT ``�� 3 N 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS L VERTICAL g 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4 w° MULLION + a " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZING 0 2 PRODUCT PRODUCT Dvai GLAZING GLAZING II z z PRODUCT PRODUCT o� 3 a VERTICAL , CHOR/CLI MULLION ANCHOR/CLIP o • •'r. W1 W2 s W MULLION SPAN ;^ a► ;;g PRODUCT RRV136D recompfyiogwggtUeNlodtte ,Y� Wt + W2 Wt + W2 WIDTH (W) OuBdin Colo = 2 WIDTH (W} = 2 AccepmncoNo ' orvD �•� c_t TYPICAL MULLION ARRANGEMENTS ' - .•tinrul�'nUaT'ro MCanUo1 � A . . ... . . . ..• .. .. • . . .. .. . . . . .•. . . . . ... .962 • • Lsa9 • • •• q .156 TYP. rYMMCAL a2s• • • • • • in3.000 • • • • • • LSWLaos 4.000 4�0 as L732 7 •L5 rn o ss zCirN3=1 3262 3.000 .115 OJbVANDO • • • • • 2.000 L732 2062 STD. TUBE 'FRAME • • • • • •• • 2000 Z z° q 0 0 4500 MULLION • • •• • • d-11 2X MULLION CLIP • • od s a o 6063-T6 aeer L0o62 -1. AVT LEE x-1200 456 279 L189 F-1.062 1188 L�2 NOTCH 'L' 6200 OPTIONAL STO XTUBE 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W o U LIO CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION 8083-T8 6063-T6 6063-TS 600-TS 6063-TS Ixx: 2.070 lnt Ixx: 1.000 int Ixx: 0.950 int Ixx: 0.370 in4 Ixx: 0.330 int () o c I Sxx: 1.035 Ina Sxx: 0.667 Ina Sxx: 0.633 in3 Sxx: 0.370 ln3 Sxx: 0.330 int ® 8 (FLANGE8E) (FM FRAME) (FIANCE FRAME) '(FM FRAFAE) FRAME) chi a j STANDARD TUB"SHAPES oaeomply �YRklita111011t1e _ /� 4 ALLOY 6063-TOY ALL 2000 _L000-j .,25 �op'dmce I. q W a N txpi D a 20 .750 .j TYPICAL - GLAZING PRODUCT LIy ata L� ai� ada c9ducl Cbntto (♦ L000 2000 2200 3.25 2a'.SO 4200 1 .I 4900 3.900 �, 3.25 2000 4.590 I e o a IX MULLION CLIP 2200 3200 4,000 aaDO L g ��-Te 1 X L L MULLIONS CONTAINING STD, BE MULLION STD. TUBE MULLION STD. TUBE MULLION L' L' TYPICAL GLAZING PRODUCTS 6003-TS 6063-TS 8083-To O 2 X 6 2 X 4 Ixx: 2.070 int Ixx: 0.950 int Ixx: 0.330 int HORIZONTAL OR VERTICAL STD, TUBE MULLFON STD. TUBE MULLION Sxx: 1.035 tn3 Sxx: 0.633 in3 Sxx: 0.330 in3 " a e a SEE WOaD0Y/OR DOOR APPROVAL FOR Bpg.T-T8 8083-78 FASTENERS SIZES AND SPACING 0 o Ixx: 8.280 int I%%: 2.980 int gg � Sxx: 2.760 in3 Sxx: 1.490 in3 S 4 ,L' \ .L' CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS ? ' FIX "L° INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1.688' STEP 1 ERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. v STEP 2 USE APPROVED GLAZING PRODUCTS MEEDNG ABOVE LOAD NOTCH 3,688' REWpRtXtENTgOPTIONAL 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: APPROVAL a2s MIN. 2 X 6 5.688' STEP-4 SPECIFY Lmmum swM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET V 2200 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. L t. ALL CUPS AND ANGLES ARE TO FIT T��Ym DEIGN RATING MORE THAN DESIGN LOAD sPEctnEO SNUG INTO TUBE MULLIONS. IN STEP t AVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USNO ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE VAIN DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �» -2000----� 600 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED N STEP t ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TUSF MULLIONS TUBE WXL10N8 TUBE MULLIONS Width MULLSPAN 1X2 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X2 1X8 10X4 2164 0.X6 Width( •IV4ULL'SPAN 1X2 1X3 1X4 2X4 2X8 E z � 18 150.0 150.0 150.0 160.0 160.0 28.3 .5 15 0 0. 1 0 8 18.3 42.1 69.6 150.0 o g 24 160.0 169.0 150.0 160.0 150.0 24 212 8`1.1• '".2 166.0 •150.0 •24 • 31.5 45.4 128.2 o q &1 30 123.0 160.0 150.0 150.0 150.0 30 17.0 .5 • db 0 •30 • • 25.2 36.3 100.8 t°' y 38 102.5 150.0 150.0 150.0 150.0 38 40.7 88.8 127.8 150.0 21.0 30.3 84.1 M w 42 87.9 150.0 150.0 160.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.8 72.1 48 38 318" 78.9 160.0 150.0 150.0 150.0 46 74-164" 30.8 88.8 95.8 1500 46 120" 15.8 22.7 83.1 orc.. q 64 68.3 137.8 160.0 960.0 150.0 V72 27.2 8S. M50.0• • 64•• 20.2 68.1360 61.5 123.9 160.0 150.0 150.0 24A 1 18.2 50.5 zz 6065.9 112.6 160.0 150.0 150.0 222 • 4 68.} •131.1• • 68.5 45.8 72 51.3 1032 150.0 150.0 150.0 20.49 4 1 0 16.1 42.1 47.3 85.3 159.0 150.0 160.0 18.8 41.0 59.0 110.9 _ 38,8 a O o 18 89.3 150.0 160.0 150.0 150.0 18 58.3 122.6 150.0 160.0 18 31.6 45.5 126.4 24 67.0 150.0 160.0 150.0 160.0 24 42.2 82.0 132.4 150.0 24 23.7 34.1 94.8 30 53.6 142.3 160.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 1910 27.3 75.8 W 30 44,6 118.6 160.0 150.0 150.0 36 28.1 61.3 88.3 150.0 38 16.8 22.7 63.2 42 36.3 101.7 160.0 160.0 150.0 42 24.1 52.6 75.7 150.0 42 19.6 64.2 kS 48 605!8" 33.5 89.0 145A 160.0 150.0 48 84" 21.1 46.0 662 140.8 48 132" 17.1 47A 54 29.8 78.1 129.2 160.0 150.0 64 18.8 40.9 58.8 1252 64 15.2 42.1 60 26.8 71.2 116.3 150.0 150.0 so 16.9 36.8 63.0 112.7 60 37.9 ~ a o 1 Be 24A 64.7 105.7 150.0 150.0 88 15.3 33.4 48.1 102.4 66 34.5 g 72 22.3 59.3 96.8 139.5 150.0 72 30.7 44.1 93.9 72 31.8 C Q 78 20.8 64.7 89.5 128.8 150.0 78 28.3 40.7 88.7 78 29.2 % 18 62.6 160,0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 7i-.O- 30 3.0 30 37.6 108.1 150.0 150.0 150.0 30 22.6 48.3 71.0 150.0 30 21.0 68A 36 31.3 90.1 160.0 160.0 160.0 36 18.8 41.1 69.1 143.8 36 17.5 48.7 a 42 28.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 E 48 57" 23.5 67.5 114.7 150.0 160.0 48 961, - 30.8 44.3 107.8 48 744" - 36.5 z 64 20.9 60.0 101.8 146.8 160.0 54 27.4 39A 95.6 64 32.5 00 18.8 64.0 91.7 132.1 150.0 00 24.6 35.5 86.3 80 28.2 66 17.1 49.1 83.4 120.1 160.0 86 22.4 32.3 78.4 66 26.6 3 72 15.6 45.0 76.6 110.1 160.0 72 20.5 29.6 71.9 72 24.3 �, o 7 41.0 70.6 101.8 150.0 78 19.0 27.3 68.3 78 22.5 4 8 18 48.3 133.4 160.0 150.0 150.0 18 28.5 67.7 83.1 150.0 18 31.0 86.1 24 34.8 100.0 160.0 150.0 150.0 24 19.8 43.3 62.3 150.0 24 23.3 64.6 30 27.8 80.0 160.0 160.0 160.0 30 16.9 34.6 49.8 136.3 30 18.6 51.7 38 232 68.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 42 18.9 57.2 107.3 150.0 150.0 42 24.7 $5.6 87.4 42 36.9 48 63" 17A 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 46 160" 32.3 64 15A 44.5 83,4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 60 40.0 76.1 108.1 150.0 17.3 24.8 68.1 00 25.8 60 38.4 68.3 98.3 150.0 88 15.7 22.7 62.0 80 23.5 72 33.3 62.6 90.1 160 0 72 20.8 66.8 72 21.6 a (' 78 30.8 67.8 83.2 150.0 7818.2 62.4 78 19.9 HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS VERTICAL .;:��PRODUCT \� 3 .v m MULLION ARCBE HES TO Io-DRCTANNGU SHAPEGLAZ NOTE: W N PRODUCT rao°�"nucT �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTRBViR9D a * N a us cwnplyinB wltbUwlzlOPlQtl 3 VERTICALLY OR HORIZONTALLY. i3tdlainpCoao . PRODUCT PRODS (INTERPOLATION BETWEEN WIDTHS ALLOWED) A��ePeNo " Ex nptwe 9p � Ry_ ...0.: a W7 WZ [WIDTH (W) = Wt + W2 4�emiT�doProductOontrol 'a '.: .=t'. I MULUON SPAN I 2 A • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... L690 125 L000 ,o62r .698 .312 LOW 1.500 • • •• .6M p z • • .156 TYP. - • • • • • .r-�j �2S .125 �b C z • • • • • • • M 00 pj 3'� •• • •• • wdl 1.405 4AD0 .115 L732 Q 003 U 4.000 3.000 3000 3062 0'D 0 o 2 X 4 4,0003625 300D 2.696 m p wa STD. TUBE • • • •• ••• • 3do y MULLION WINDOTYPICAW • • • • • i m WMWW FRAIAE •• • • • • Zo p Z h*-4.500 • • •• C G 0 2X 8083-7Te CLIP .18e� '0: i •• � I_ �1A99 'e� a 2 X 6 1 X 3 L1B8 L062 1062 STD. TUBE MULLION I X 3 c NOTCH 'L' 6•� 1 X 4 1 X 4 6083-78 CUSTOM MULLION IL OPTIONAL oPnotuAL MULLION CUSTOM MULLION STD. TUBE MULLION 1 X 3 L8083-78 CUSTOM MULLION �-Te soe3—re 4 4 6083-T6 2.1 4 LXX: 2.168 int LXX: 2.218 Ino z Ixx: 4.709 in. Ixx: 4.709 In. Ila: 2.168 in, a 3 3 3 Sxx: 1.445 in. Sxx: 1.479 in3 a I Sxx: 2.355 tn. Sxx: 2.355 in. Sxx: 1.445 in. y a h---EA00 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®N p� �T •)2 a ® STANDARD TUBULAR SHAPES ,j ArypLL WALL 0 .125'ALL FC05.4 ALLOY- 6083-T8 .750 1TYPICAL GLAZING PRAT—T 2�0so ,04.000'� 6.000 004500 iX MULLION CLIP 3000 4.= 3625 8083-78MULLIONS CONTAININTYPICAL GLAZING PRODUCTS a NOTCH ANAzt HORIZONTAL OR VERTICAL PRODUCTREVISED as tavplying wlt1t Ula Florida m ,� 0 SEE WINDOW OR WOR APPROVAL FOR 2 X 6 2 X 4 BuOdingCod0FASTENERS SIZES AND SPACING `ia STA. TUBE MULUON SM. TUBE MULLION �o �• z 6083-TS 8083-TB Ixx:19.648 in! Ixx: 7.649 int tB4yt adol'ro ucct otrol� A Sxx: 6.549 in3 Sxx: 3.825 in3 a �° CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL 'Lu INSTRUCTIONS: USING MULLION PROPERTIES ONLY eaealSrTaTra L X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT .. 'c STEP 1 DETERMINE DESIGN LOAD REQU RED FOR PAR11CUlAR OPENING. r ie Fr 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE '-, .,•,��, STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. s1 NOTCH 1 X 4 3.688' REQt1IREMENTs. 0 :• „� OPTIONAL 2 X 4 3.688' T APPROVAL p USE OVAL CONNECTION TO MULLION AS PER PRODUCTNOTES w1 02`'MIN. 2 X 6 5.688' STEP 4 SPECIFY MAmuu SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ci P.A00 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. " 1. ALL CUPS AND ANGLES ARE TO FITSTEP S WITH oEsa4 RAnNc MORE THAN DESIGN LOAD sPECFIEo 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. HORIZONTALLY. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 13W-TO INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHED 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2Ao9 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED 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 1X4 2X4 2XS Width(w) MULLSPAN 1X3 •1X49 2X4• 2X6 WI(Rh w ULLSPAN 1X3 1X4 2X4 2X6 i 18 160.0 150.0 150.0 150.0 18 150.0 0. 0. 0 44.0 95.7 150.0 150.0 g z 24 160.0 150.0 150.0 150.0 24 139.6 160.0• 150.0• 160® .24 • 33.0 71.8 118.8 150.0 e e q 30 150.0 150.0 160.0 150.0 30 911.8 0 150 • • 26.4 57.4 93.2 150.0 tO a y 36 160.0 160.0 150.0 150.0 38 93.0 160.0 160.0 150.0 22.0 47.8 77.7 160.0 ao S 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 vii c v V 48 38.3/8" 160.0 150.0 150.0 160.0 48 74.1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 54 160.0 150.0 150.0 150.0 64 62.0 ot V0.06 Mo • 64•0 31.9 51.8 133.1 °' n 80 150.0 150.0 160.0 150.0 60 66.8 124.2 •6500 0 28 7 48 8 119 8 ?7 z O 86 150.0 160.0 150.0 160.0 66 50.7 110 SO 90.0 68 • 28.1 42.4 108.9 Q q EEI 72 160.0 150.0 150.0 150.0 72 46.6 601.0 0.0 50 7 23.9 38.9 99.8 $ 8 160.0 150.0 150.0 150.0 78 42.9 93.2 150.0 160.0 8 22.1 35.9 92.1 d 18 160.0 150.0 160.0 150.0 18 128.4 160.0 160.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 160.0 150.0 24 96.3 150.0 160.0 150.0 24 24.8 53.9 87.6 160.0 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 W a 36 150.0 160.0 160.0 1 150.0 36 64.2 139.6 150.0 150.0 36 16.5 36.9 58.4 150.0 42 150.0 160.0 150.0 150.0 42 66.0 119.5 160.0 160.0 42 30.8 50.0 128.6 48 60.8/8" 150.0 160.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 b a 54 160.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 Fi 80 160.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 80 21.6 36.0 90.0 ®~ �y o 66 147.7 150.0 150.0 150.0 86 35.0 76.1 123.6 160.0 66 19.6 31.8 81.8 q 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 78 124.9 150.0 160.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 H a 18 160.0 150.0 160.0 150.0 18 86.0 150.0 160.0 160.0 18 25.5 66.4 89.9 150.0 24 160.0 150.0 160.0 160.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 160.0 150.0 150.0 30 61.6 112.1 160.0 180.0 30 15.3 33.2 64.0 138.6 N 36 160.0 150.0 160.0 150.0 36 43.0 93.4 160.0 160.0 38 27.7 45.0 115.5 a 42 160.0 150.0 150.0 150.0 42 36.9 80.1 130.1 160.0 42 23.7 38.5 99.0 48 57" 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 64 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 160.0 64 16.5 30.0 77.0 60 123.3 160.0 160.0 160.0 80 25.8 58.1 91.1 150.0 60 16.6 27.0 69.3 68 112.1 150.0 150.0 150.0 66 23.5 61.0 82.8 150.0 66 16.1 24.6 63.0 v o a 72 102.6 150.0 150.0 150.0 72 21.6 46.7 75.9 150.0 72 - 22.5 57.8 g 78 94.8 150.0 160.0 150.0 78 19.9 43.1 70. WO.0 7 20.8 53.3 I$t3 O 18 150.0 150.0 150.0 150.0 18 60.4 131.2 160.0 180.0 18 22.6 49.0 79.6 150.0 r m 8 24 160.0 150.0 150.0 150.0 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 36 150.0 150.0 150.0 150.0L42 30.2 65.6 106.6 150.0 38 24.5 39.6 102.2 42 130.6 150.0 150.0 150.0 25.9 56.2 91.4 150.0 42 21.0 34.1 67.6 48 63" 114.2 150.0 160.0 150.0 108" 22.7 49.2 79.9 160.0 48 160" 18.4 29.8 78.8 64 101.5 150.0 150.0 150.0 20.1 43.7 71.1 150.0 64 16.3 26.5 88.160 91.3 150.0 150.0 150.018.1 39.4 64.0 150.0 8023.9 61.386 83.0 150.0 150.0 150.0 16.6 35.8 58.1 147.0 68 21.7 55.772 76.1 142.4 150.0 160.0 15.1 32.8 63.3 934.8 72 19.9 51.111 78 70.2 131.4 160.0 1600 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLIONAM _ ISLIfI1111,tlp _ TYPICAL MULLION ARRANGEMENTS VERTICAL .'' ��GT "t" 'MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE - .� w GLAZING GLAZING < -�" PRODUCT REVISED "N - PRODUGr PROD= �N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED mconViymgvvidiUmPlmida ~ • 3 VERTICALLY OR HORIZONTALLY. Kannada OWINGGLAZMG Acrepianee No (!// CVS c..> PROD= PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = WI + W2 MiamibudoPmductCmnrolT W7 W2 2 MULLION SPAN A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 5/16-TAPCONS MIN. EDGE DIST. 1 1/4' MIN. 1_1/2•MN Y1060 PENEfRATIOH 5/16'TAPCONS 2-3/16 !!CR OR p' EDGE DIST. 2 PER CUP t ON EACH WING 1-1/2•MIN.WOOD PENETRATON • • • •• ( ) i PER ANGLE `L» OIL • • • • •6/16'•APCONS 5/16'TAPCONS O • • • • • •1— 4" ECD WONKY 1-3/4'Mw.EMBED INTO MASONRY O • �14"•• • 4 1�R CLIP(2 IM Uia) 2 PER ANGLE .� Q • • °,� 0;0 • 'd 1 I ao y x Ax qo I I I I � ; L=+ i It 211 2 x 1 B' � 7f16%•• i �•• •• i i i i w m yyy� yq --------- 1X FLOATING CLQ / I I 1 1 n. C I I I ALULI ANGLE N. C WOOD BUCCKK I I I 1 e ------------- WOOO BUCK �� 1X FLOATING CLIP 1 I ALUM2 X 1 8' I I 1 I I 1 1 1 I I I 1 z I I 1 i 3/4" MIN. 5/16•TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U EDGE DIST. 1-1/Y AIN.Wow PENEIRATIg11 ANCHORS TYPE 'G' (INTO CONCRETES z t PER 4 ANCHORS THRU iX BUCK °r T ALL CLIPS AND ANGLES TO FIT SNUG c iv INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK I \z TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4' & 2"x4' MULL W a / I 1 2-3/16MIN. EDGE OR Ul 4" HOLLOW BLOCK 5/16"TAPCONS 5/16'TAPCO14S A >< L 1-3 4'LGN.EL�EO IMO MASONRY 8 1 2 BY 1 1 / 1-3/4'AGN.EMBED D1T0 IAASONRY r--____--_i 1 1 2 X 2 X 1�8' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE \ I i W000 BUCK 1 1 ALUM ANG) I I I I Il MZ .•1 M? 1 N ALL CUPS AND ANGLES TO FIT SNUG 1 " ALTERNATE INTO TUBE MULLIONS. ° :' •/ �" e a ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. * cg � ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD Ll iCK ----------- Yt00D BIK2C r � 1x FLOATING Cly I I I � ALUM 2ANGL�B" ,g ppp 6/16'TAPCONS nl I I I I U 1 1/4' MIN. 1-1 2"Mw.WOOD PENETRATION 6/16"TAPCONS \ ED E D 4 PER CLIP(2 ON EACH WINOS) I—t/2'Mw.1YOOD2p�ANODE i i i i z �z Z • ANCHORS TYPE 'C' (INTO BLOCKS a JT2 X ' ' •'? : :1' \, ANCHORS TYPE 'F' (INTO CONCRETE) INTO CONCRETE OR BLOCK K I I I I P i i ------------ ' I I 2 X 2 x t B' 1 1 N r it i 1 a BY I 1 FLOATwc CUP l u uDM <a \ WOOD BUCK I 1 1 i 1 I coinplytngwllk U>e Flmide � t3'" "'' I I 1 1 I I f---------i101 1 I � � AccnPlmico NO ANCHORS TYPE 'B' ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION Ni d.P.uc.C." i 144 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MIN. EDGE DIST. s/tS'TAPCONS MIN. EDGE DIST. 2-3/16° CONCRETE OR 1-3/4'MW.EMBED INTO MASONRY 2&3/16*CONCRETE•OR • • •• u� � 2 PER CUP 1 ON EACH PIING) 5/16-TAPCONS • (•LOW BL K• • • •• 9/16'TAPCONS 5/16-TAPCONS C) 4' HOLLOW Bl K 3 1 f 4" / • • / 1-3/4'LHM.EMBED INTO MASONRY • • •• •• • �3/�MI C:P(EO•lN MASONRY 1-3/4'MIN.EMBED INTO MASONRY O p q MIN. t PER ANGLE 3/4" 4 PER CRP(2•N�.pi PIING) 2 PER ANGLE .o �,1 • • • IN. • • • • • '•10 o is •T + b i • �.•'4 •• :f.•1:`' •,,n.• . e T. _ M W ,"• N7— — .�T••• '1 1 1 •I •' �•:'•. 'i '•t• I a Di. • � .t•�:. �••t 't � n 1n u1 O �. .° •i �o .4•i �° .d• �•...'!' .•.•• •Ir s',.••. '•r,"•• '•M.. ..°. 4• .o 4Y y 1i v R • • •• • •• • z�c c • • • • 2 z ••• i •• i • i • •• i i i i rya 1 1 CONCRETE OR I I 11 CONCRETE OR I I CONCRETE OR L CEMENT BLOCK I I 2 X 2 X 1 8' L_. CEMENT BLOpC I I 2 X 2 X 1/8' _________ CEMENT BLOCK I I ALUM I ----------- ---------- _ ___.._.___ 1 ALUM ANGLE I I I I\LFLOATING CUP I I 2 7/16 I FLOATING CUP I I I 1 x I 1 I I I I I MIN. I wX I 1 W O I I 1 I 1 1 I I N. �•a MIN. U g/y ' •� 4 •. "I..'� V• MU H ANCHORS TYPE 'C' (INTO BLOCK) cr ANCHORS TYPE 'D' (INTO BLOCK) L ANCHORS TYPE 'F' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL ALTERNATE MULL 1 1 ANCHOR LOCATION MULL `}a ---------- I I I I 1 I FLOATING CUP T-7 1 I I I c d `\fll I I N I _____________ CONCRETE OR T_1 pg 1 1 1 \ CEMENT BLOCK 1 I p g 9/18'TAPCONS I • •. • .: I"•i.• .:: 1-3/4'MIN.ELffiED .•L..,.�.I• .•.,':`.:' •)4 M ••o. • b .I...;.. x INTO MASONRY t .- 2 PER CUP 1 gg (1 ON EACH WING) S/16'TAPCONS A72 SMS 1-3/4'MIN.EMBED INTO MASONRY • ( . 1 I 1 I 3 PER/QUOTE 4 PER CLIP(2 ON EACH YANG)40 8I t o I I I II xg i I � r ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. a <• TAPCONS MAY BE HEX OR FLAT HEAD. • ,•t ••A •.1 .. PRODUCT RBVItGreFMTIdaSBD a•Icomply1ng191U --` _ w, CUPS OR ANGLES CONNECTED DIREC Y TO MASONRY TO BE PROTECTED TfuedingCoda i I AcsepimNallo -O /��•©8 �ti: - • I n I 1 WITH ALKALI-RESISTANT COATINGS,(SUCH AS BITUMINOUS PAINT OR n D6 WATER-WHITE METHACRYLATE LACQUER. BY 5/18'TAPCONS 1-3//'MIN.EMBED . etle UC1 COGB. '•� INTO MASONRY- 1 PER ANGLE A . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16 CONCRETE OR 2-3,616" CONCRETE OIJ • •• 4" HOLLOW BL K 3-3/4' 5/18'TAPCONS i LIOWBL K • �/4"• 1-3/4 MK EMBED WO MASONRY O MIN• 1-3/4'MIN.EMBED INTO MASONRY • • •• I- - MIN.XMIN. •• 4 PER CLIP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WINO) • • • • 1O C A • y :.. �. ... tv `.' 1'. - :" 't....• _ •." y Q tae O •-:. CLIP LENGTH o�� MULL • • • C1 0 ! Z v 2 X 4 3.688' • ••• • 2 X 6 5.688' • • • ••• • • z z • • ! • • • ♦•• •• QQ W S 0 O WOOD�K oS a 2X8 MiIA.L 5/18'7A IN.E N 27(5 MULL WJC t� 1-3/4'MIN.EMBED INTO MASONRY \ 5/16'TAPCONS A ++ 4 PER CLIP(2 ON EACH WM) '"' 1-3/4'MIN.EMBED INTO MASONRY 1LQ ----------------------------- 1 3/4" 4 PER CUP(2 ON EACH VYING) i MIN. ----------------------------- 1 3/4" I 1 MIN. 3/4" �+ ' i i � O + 2X8 MULL N C {� 2X6 W� CLIP LENGTH 2X6 MULL __ w L. ---------- MULL L° a t 2 X 4 3.688' G"----------- <•• (~ m a •4 � 2 X 6 J•+'J. ----- ------------ -3/4- MIN. -----------3/4'MIN. 5 � 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) INTO TUBE MULLIONS. 1BY ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FIAT HEAD. ANCHORS TYPE 'H' (INTO CONCRETE) WooD BUCX 4 ANCHORS THRU 1X 13UCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE SH 2"X6"MULL SHPROTECTED INTO CONCRETE BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR OWN 2"X6' MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. $ z z ,,,•104 N ...,.G4! ti ::! N PRODUCT REVISED ss rem;ilyiIIS VA13Iha F rida Q Acc••Ptanro Nn y_� Nliant113ad9 Pro uci Contml� 6 A • ... • •• ... .. .. . . . .• .. . . . . • . . . . . . • • • . . ... . . . . ... MIN. EDGE DIST, 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EL18ED INTO MASONRY 3-3/4' CLIP LENGTH tyo 4' HOLLOW BLOCK 4 TOTAL(2 ON EACH SANG) MIN, •°• • •L• • •: .00 t>t .. ... � � ... � �' • • 1 2 •1,68•. • • i z z • aO S �l••• • o r3n x � w .� o a•� .� 1 X 4 3.688' o 9 4 3.688' o 0 P i i i i i t • 2 )P6 • 6.688'• • • 3�� h 1 2 -7/16' 1 I I 1 1 • z � e MI2X4 or 2x6 Muu s1 i i I 1. ALLCUIBS AND•ANSLESDARE TO FIT • Z C4 '7.. i i i i i s 2 x 2 x t/a' SN C�AVTd' }lULCONS. • • • Q S O Tri i L ALUM ANCLE 2.GERE'AT(4ES/R E NOT PRf �ltls •• o"d s d p E I - I INTO TUBE MULLIONS, SEE OPTIONAL 6 1 I I ANCHOR IDEIAIL AT SHEET 9 OF 10. A W Z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ldwu EI. TUBE MULLION � WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. A ------- -------- 2-3/16CONCRETE OR 4' HOLLOW BLOCK d12 F.H.S.M.S. r W 44yy 1/8'NECK ALUM CHANNEL I tt; • LENGTH TO rTr/Nuc INTO Mu1.uoN TUBE MULLION Ci . \Z SH MAY O AS NOTCHED 1 I :. ''.r - ;:.'. . 1. .• . "1� AS SHOWN To avow n4srAuanoN •• OF CUP ANGLE 'Z LOCATION OF SCREWS CONNECTING '+' •`a'. CAULx bOwr AFTER assEMs r ANGLES TO TUBES WHERE ANGLES r gl4 FH SIS ARE NOT FIT SNUG INTO TUBE PER CLIP MULLIONS. i ACCESS HOLE /1-1/2-O.C.Mw. (D 5/8'(2) i i v I i I 1 � 8 L_ ___________ _J I 5/18'TAPCONS pp14 SMS 1 3' I e, g 1-3/4'MIN.EMBED INTO MASONRY 4 PFSi ANGLE 2 PER ANGLE I I . ♦ t r 2 X 2%1 B' THIS SCREW CAN BE / --pP • ALUM INSTALLED IN EITHER 1 I 2tPER CUP •' :'•.•• DIRECTION i l 1 O.C.IAN. '.o r t. V• 1-3/4'X 2'X 1/8'(FOR 28Y NBE) M Z 3/4'X 2'%1/8'FOR(1BY LUBE) gALUM ANOL . M CUT TO ITT SNUG INSIDE TUBE t' -:3 ANCHORS TYPE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION4 11b ~ ,.• r PRODUCTREVISUD iu cwnplylun with lite Florida ' Ruaroa / ALL CLIPS AND ANGLES TO FIT SNUG lccep uc;Na,� ®� ® '•. ` MIN. INTO TUBE MULLIONS. 1 3/4' OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. MIN. :H ANCHORS INTO CONCRETE OR CEMENT BLOCK , mnibndcl'rodaotConitol .4 A . • ••• • • • ••• 00 600 0 as 00 • • ••• • • • • ••• ANCHOR TYPES and SU3STRATE ANCHOR TYPES and SUB57MTE r ANCHOR TYPES and SUBSTRATE Wk9h Maton A B C D E F R3 H I Width huion A B C I D E F H I WidDi M>Dian A B D E F H I P° ON Span 1780 V9d. elk elk 8k Cmc Ga1c Cbnn ML v wl vd s ek 13 VUtI ft. elk elk Bk Cmc Cmc Calc. ML c it 18 K132 15) 160 160 150 150 160 150 150 18 91 150 150 1 1Slr X50 150 •15� M50 1, •• 56 112 128 150 150 144 160 160 150 24 150 160 160 150 150 160 1W 150 24 a8 130 150 1 150 1 1 50 21� • • 42 84 97 148 150 108 150 150 118 m to 30 150 150 150 150 150 150 150 150 30 54 109 125 150• 154 140 �• 16o iso ••• 34 67 77 116 150 87 130 150 9336 1m 15o iso ISO 180 150 iso 15o 3s 45 91 104 160 150 117 150 160 125 36 28 66 65 07 128 72 109 14442 150 150 160 150 150 150 150 150 42 39 78 89 134 150 100 160 160 107 42 24 48 55 83 111 62 93 124 68 r p M48 3S 3B 132 160 150 150 160 150 150 150 48 74 1/4 34 68 78 118 160 87 132 150 03 748 120 21 42 48 73 97 64 81 10868 64 117 135 150 150 160 1W 160 160 64 3D 60 70 105 11� 078 1178 169 83• •64 • 19 37 43 65 88 48 72 s6 51 S 60 53 105 121 160 150 135 160 160 145 so 27 54 63 84 1 75• 80 17 34 39 as 77 43 a5 87 46 3 a8 48 96 110 150 150 123 160 160 132 s6 25 49 57 as 114 •84 1� 1 as Be • 15 31 35 53 70 39 59 70 -42 z�a° O z � M 41 a8 101 150 150 113 150 160 121 M 23 45 52 78 OM 98 119 •62• 72 • 14 28 32 49 65 38 54 72 39 ba ? yyyO 78 41 81 93 140 160 'a14 160 1S0 111 78 21 42 48 M 51 81 1 58 78• 13 30 45 80 33 80 87 36 dl 18 133 RID 150 160 150 150 150 159 150 T8 80 150 150 150 160 150 150 150 160 18 61 102 117 150 150 131 150 150 140 24 100 150 150 160 150 150 1W 160 150 24 s0 im 138 180 160 150 160 150 160 24 38 77 88 132 ISO BE 148 160 105 30 80 167 150 ISO TSO 150 150 160 150 30 48 98 111 160 160 124 150 150 132 30 31 81 70 100 141 79 118 160 84 W 38 67 133 150 160 150 15D 150 160 150 38 40 80 92 139 150 103 150 160 110 36 28 61 59 a8 117 6B 99 131 70 42 57 1% 131 150 169 147 160 150 150 42 34 69 79 119 150 a3 133 150 94 42 72 44 50 76 101 56 85 112 60 48 50 TJ8 50 1W 115 150 160 128 160 ISO 137 4s 84 30 60 69 104 136 7/ 118 150 83 48 132 19 38 44 a8 88 49 74 98 63 64 4{ 89 102 150 150 114 150 150 122 64 27 53 at 92 123 69 103 137 73 64 17 34 39 59 78 44 as 87 47 yy s0 40 80 92 138 150 103 150 ISO 110 s0 24 48 65 83 111 fit 83 124 as s0 15 31 35 53 70 39 59 79 42 H ' P. as 38 73 83 128 160 03 140 150 100 s6 22 44 50 76 101 56 85 112 60 68 14 28 32 48 64 38 54 M 38 M L. 87 70 116 150 a3 129 150 91 M 20 40 48 69 92 52 78 103 65 M 13 28 29 44 59 33 49 66 35 78 31 61 71 108 141 78 119 150 84 78 T8 37 43 64 66 48 72 a6 51 78 12 24 27 41 64 30 48 61 32 C A 18 118 18) 150 160 160 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 108 160 150 120 150 150 129 ppapp'i yy 24 a9 1W 150 150 150 150 150 150 150 24 63 903 129 150 150 135 150 150 145 24 35 70 81 121 150 90 136 150 98 Q 30 71 142 150 150 150 150 150 150 150 30 42 84 97 148 150 108 150 160 116 30 28 65 65 97 129 72 109 144 77 N 51 30 59 118 138 16D 160 150 160 ISO 160 36 35 70 81 121 150 90 138 150 98 38 23 47 54 81 108 s0 s0 120 64 42 51 101 196 150 150 130 150 160 139 42 30 s0 69 104 138 77 116 150 83 42 20 40 46 69 92 82 78 103 55 48 57 44 89 102 150 150 114 1W 180 122 48 96 28 53 81 91 121 68 102 135 72 48 144 18 35 40 81 61 45 a8 90 48 A 64 39 79 91 138 150 101 150 160 108 64 23 47 54 81 108 8D 00 120 64 64 96 31 36 54 72 4D 60 80 43 s0 35 71 82 123 150 91 137 150 97 s0 21 42 48 73 97 64 81 10B se so 14 28 32 49 65 38 54 M 39 z s6 32 64 74 111 146 83 125 180 89 66 19 38 44 a8 88 49 74 a8 53 66 13 28 20 44 69 33 49 68 35 M 30 69 68 102 138 78 114 160 81 M 18 36 40 61 81 45 68 90 48 M W 23 27 40 64 3D 45 60 32 78 27 55 63 94 125 A 10.5 140 75 78 16 32 37 68 74 42 63 83 45 76 11 22 26 37 so 23 42 65 30 0 18 107 16D 160 160 160 150 150 160 160 18 82 125 143 160 .150 150 150 150 150 T8 46 90 103 150 160 115 150 150 123 8 24 so 150 160 150 160 950 950 150 150 M 47 94 998 950 160 120 150 150 129 24 34 07 77 116 150 87 130 150 93 S E 30 84 128 148 160 150 150 160 150 150 30 37 75 a6 929 150 98 145 15D 103 30 27 64 62 93 124 69 104 138 74 36 53 1W 123 159 150 137 150 950 147 38 31 62 72 109 143 80 121 150 86 36 22 45 62 78 103 58 87 115 62 r 42 46 92 105 150 150 118 169 ISO 126 42 27 53 69 92 123 4 103 137 73 42 18 38 44 67 as 49 74 99 53 u 46 63 40 80 92 139 150 103 960 150 110 48 108 23 47 54 B1 108 60 90 120 64 48 150 17 34 39 58 77 4:1 65 87 48 0 64 36 71 82 123 150 92 139 150 98 64 21 42 48 72 a8 53 80 107 67 BM1 15 30 34 52 69 38 58 77 41 8 s0 32 64 74 111 147 a2 124 160 ss 60 19 37 43 65 88 43 M 88 51 60 13 27 31 47 62 35 62 69 37 66 29 68 07 101 134 76 113 150 80 se 11 34 39 59 78 44 68 87 47 86 12 24 2a 42 se 39 47 83 34 M 27 63 81 92 123 6B 103 137 73 M 18 31 38 64 M 40 60 80 43 M 11 22 28 39 b2 29 43 a8 31 b z 78 25 49 67 85 113 0i 85 127 68 78 14 29 33 60 86 37 58 74 40 ]8 10 21 24 48 27 40 53 26 a ANCHOR/CUP ANCHOR/CUP ANCHOR CLIP NOTES: a HORIZONTAL NULl10N ��- - -H 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER WRT1cal z0 �� PRODUCT .. 3 TO SHEETS 6, 7, 8, & 9,FOR DETAILS AND NOTES. ;RRcr MULLION 3 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. AAA PRODUCT PRODUCT y GIAZING GIA21N0 ,, n•• �- PRODUCT PROD= ma 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • U LOCATIONS AT HEAD, SILL OR JAMB ENDS. eHOR/ ANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODucTttsvl5[o \ � ns complying%%11U Ibc Fbdda Etaildio;;Cc, a os•pQ g � Acte isn%�ce�idu'',^"f lJQ (;J F 1 Wt W2 �ENSA MULLION a 2471 P U t.4iami$adaVroduclCon9ofl A