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WS-15-2147 1 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242015 Permit Number: WS-8-15-2147 Scheduled Inspection Date: November 09, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorgep g g Inspection Type: Final Owner: SANCHEZ,VAL Work Classification: Window/Door Replacement Job Address: 101 NW 102 Street Miami Shores, FL 33150- . Phone Number (305)962-9175 Parcel Number 1131010220050 Project: <NONE> Contractor: VAL SANCHEZ, LLC Phone: (305)962-9175 Building Department Comments REPLACING EXISTING 15 WINDOWS AND 4 DOORS Infractio Passed Comments WITH IMPACT INSPECTOR COMMENTS False Inspector Comments Passed 5Z] -_ V)v kl' Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 06, 2015 For Inspections please call: (305)762-4949 Page 15 of 42 , i ♦ American Star Construction, Inc. 9 jS CA 28127 ---- PE 63967 409 Phippen Rd, Dania Beach, FL 33004 Tel: 954-237-6331 Fax: 954-206-6691 November 7, 2015 Att: Building Division Miami Dade Building Department Permitting and Inspection Center Reference: Permit#2015- , 101 NW 102 St,Miami Shore,33150 IV - /-5=firz/7 Windows Opening Installation Statement To who may concern: After completing a site inspection requested by the owner at the above referenced property, we recommend that all openings requiring a PT 2"x4"buck(see approved plans), said bucks will be fastened to the CBS opening with concrete screws (Tapcons), 3 '/2" long, driven at no more than 8" OC and separated 2"or more from the edge of the opening. Please don't hesitate to contact us if any questions or comments, Thanks, Sincerely, Jorge E Alba,PE(License# 63967) Tel. 954 483 5031 � I 1 Miami Shores Village r \ \ H rt 7 � Irm0V1Sue 10050 N.E.2nd Avenue NW Ck t:9( ?n �Irlil'OC � C�f K Miami Shores,FL 33138-0000 v n1L � Phone: (305)795-2204 Ftorcty ;� Ex iration: 03/13/2016 au y 91 p Project Address Parcel Number_ Applicant 101 NW 102 Street 1131010220050 �� VAL SANCHEZ, LLC Miami Shores FL 33150- Block: Lot. Owner Information x _ Address _rn Phone � mMCell y mW VAL SANCHEZ, LLC 3125 SW 80 Avenue (305)962-9175 MIAMI FL 33150- 3125 SW 80 Avenue MIAMI FL 33150- Contractor(s) Phone Cell Phone I Valuation: $ 12,000.00 VAL SANCHEZ, LLC (305)962-9175 I Total Sq Feet: 00 Type of Work:REPLACING EXISTING 15 WINDOWS AND 4 Available Inspections: No of Openings: 19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-8-15-56817 DBPR Fee $4.35 08/21/2015 Credit Card $50.00 $279.90 DCA Fee $4.35 Education Surcharge $2.40 09/15/2015 Credit Card $279.90 $0.00 Permit Fee $290.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $329.90 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 ork ne by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING M CAL WI OWS DOORS ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce ' h f egoing,.information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin er r auth ttae'above-named contractor to do the work stated. September 15, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 15, 2015 1 i iS CAI 'ti Miami Shores Village AUG 21_2015 Building Department Y - -- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING _A1.4 CIA 5 Z, 7—/)Master Permit No PERMIT APPLICATION � Sub Permit No. i il_DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: LO /..)U) .77'_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11- 310 / t22 ooE o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): -� Pg 0,2 /1 Phone#: Address: 3/ 25 t' cl WOE Add ` City: t'A"-t State: Zip: 3 3/5^3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CIt (_-,v Z Phone#: ��-` � / Address: 1 y /�f4 , -� �z ' Aae / 3 City: /l-C '.�tac r / ioe-AlC� State: rte/ Zip: 33139 Qualifier Name: �6� �, 7y��' !/ Phone#: State Certification or Registration#: L%d1d, k 1 T Certificate of Competency#: � DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: a z1 Value of Work for this Permit:$fir d ®®` Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 6� X 106 e LA-3 W /A) 'F"ee-/U CIa eta 2S Cfl CA. t>/�'S' Cc li � Specify color of color thru tile: Submittal Fee$ nd Permit Fee$ Z L 0 '93 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) +R - 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 ocpurs seven Q days after the building permit is issued. In the bsence of such posted notice, the inspection will not be appy a "a r ' pect' n fee will be charged. --- r'� Signatur _ Signa re OWNER or AGENT C ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 Z—L— , by �_day of 2ZL-J ( ,ZJ 20 by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: -- Si Sign:. P . .__.__................ ... _ int: Public State of Floridan e� Notary Public State of Florida Seal:C,% EXPi'e, Notary Seal: ' `t; Joanna M Feliciano Fe'108 082753JoannayCommission F 8 My Commission FF 082753 01H21201 ��'orn Expires 01/1212018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r tHc 7932 Miami shores V Building Department 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 fr m the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU OWL 1 GE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: OW CY �Oy Pty Notary Public State of Florida ;p `�; Joanna M Feliciano y'�j� ,p< My Commission FF 082753 State of Florida `Of ted" Expires 01112!2018 County of Miami-Dade The foregoing was acknowledge before me this day of gu f ,20 /s.— By �o�Gt. .• who is personally known to me or has produced /✓�, as identification. Notary: SEAL: x 2 MIAMI•>�a►DE � MI— , E COUNTY,FLORIDA *ROD�rCONTROL 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) wwwmiamidade.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"La Porte" 8'-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturet•'s name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless othaOrvise-noted herein. ' 000 1 0 .. .• RENEWAL of this NOA shall be considered after a renewal application has been.�rl..Aa*nd th&4kas`been.... no change in the applicable building code negatively affecting the performance of this pr®duct. •—*`' ' 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 j j; **i0*00 an et fors@ment ' ..... of.any product, for sales, advertising or any other purposes shall automatically terr4ij1gq.1his NQ4'Future...... to comply with any section of this NOA shall be cause for termination and removal Q9MA. •, ADVERTISEMENT: The NOA number preceded by the words Miami—Dad7t (!ou'hty, Holm and""" followed by the expiration date may be displayed in advertising literature. If an)L Vorfion of?he NOA is •••• displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 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. 14-0908.07 MIAMI-DADECOUNTY � Expiration Date: June 05,2018 Approval Date: May 07,2015 ""~y 4ott�' Page 1 F Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, 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 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration.Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94::::- see 94* along with marked—up drawings and installation diagram of•411irpinura OWswing French door, prepared by Hurricane Engineering & Testing, Ina r Test Reprri'ts►111o.'s•••••' HETI-04-1897, HETI-04-1896 A, HET144-1896 B and HETM4-13770, issued:....: on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Dre'z S'eda,P A$0'•• • .... .:.. ..... (Submitted tinder NDA No. 04-0607.04) •• .•. ••:••• 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 .. .. .. .. ...... along with marked—up drawings and installation diagram otv1pr4inum OAtswing '. French door, prepared by Hurricane Engineering & Testing, Ihc., Test Rbpoa s I0. • HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, botl3 V}gnjd and healed by Rafael E. Droz—Seda,P. E. • (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June O5,2018 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,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswin g French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI42-1742, HETI42-1763 and HET142-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. fpf IMir "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 9606 •••, • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame.&q.inc.f t 11aph ...... "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Che0eal•CompaBy(MA)' • for their"Saflex CP—Saflex and Saflex HP Composite Glass ThUrlayers with ••0• • PET Core"dated 06/19/14, expiring on 12/11/18. 00:00: •0 • ' ••• Go F. STATEMENTS • . . . . ...... 1. Statement letter of conformance to, no financial interest and cprnpliante with the:..•. FBC 511 Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sv$Q3,t.E. 6 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda,P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted tinder NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NDA No.]0-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI-- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font,P. E. (Submitter)under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI44-1896B, HETI444377, HETI42—T095, HETI42—T090, HETI-02-1253, HETI-024726, HETI-02-1728, HETI--02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'---0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. . . .... ...... ...... .... ...... . .... .... . . .... .... ..... •• Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approvai Date: May 07,2015 E-3 . . ... . . . ... IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIAIS 145 1/2'Mox Limit Width 11-#1 DRW'a#I PART/ REQD. DESCRIP I REMARKS - a SideUte a same mchur apanlns Swing 1 L-901 LII-098 l FRAME READ_ 6063-T6 ALUMINUM A •• ( 355 3/16'hmax. 1 1 2 L-902 LII-097 t FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 0 0 8 5;.1 • 5' 4 L-984 LII-896 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM •• • • 5 L-906 LII-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 18 SEE ALTERNATE BOLT 2rj• 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 3 S6 AT SHEET/ \ Max. DLD Wldt 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-TS ALUMINUM ,J�, w, ,. . • •• • •• \ 9 is L-911 LII-085 AS REV'D. 1/4 ROUND ALUM.BEAD-7/16' 6063-T5 ALUMINUM v w+,,�., C / •0 • p E D /• C2 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM.BEAD-3/8' 6063-TS ALUMINUM c 0 /(/� �!`/ ��/\ /�% It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM int x°r= •,/�'� • /✓ �• • \ !�' 12 VWS-001 TP 3286 AS REWD. Bulb Vinyl Wts'p.-Tenn Plastics,Inc.See Material Composition at Sheet 6 a,YN t' _T C 1 Active Inactive m= U 13 PWS-001 w AS REOR WTS'P.a TOP/BOTT.RAILS Schlegel FS-A87'w.X.210'h a -p. �„ \d 14 PWS-002 ■ AS REOD. WTS'P.R FRAME HEAD 6 JAMB Schlegel PB-.187'w.X.330% r d x l9 2l E 6 1/2' m A c 15 L-910 1_11-089 2 x panel STRIKER MOUNTING PLATE 6063-15 ALUMINUM �' °i X 6 1/2olt S: 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM M j 3 a i� Siderite / J.. 17 FD-631 LII-086 AS READ. GLAZING ADAPTER - 6063-T6 ALUMINUM N s v Cl /,. �/j j �� 18 HC-001 SF-5502 2 z Panel DELTA FLUSH BOLT (e TOP a BOTTOM OF LOCK STILE) 40 19 FD-621-2 RC-024/025 1 SET DOOR LOCK/DEAD BOLT SET KWIKSET-Serles 690T COMBO - \ lack s Side its 20 FO-621-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SCHLAGE-Series F3350 COMBO a�BLE 21 FD-621-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET DEFIANT-Series 831 COMBO TOM 22 ■ FS-035 AS RECTI, Frame Install.Screw-Head (See Notes at sheet 4 of 6) I B 2 3 SEE�J/ TM PT OPTIO AT SHEET 23 ■ FS-035 AS REQ'A Fmma Install.Screw-Jamb/SK( (See Notes at ghee!4 of 6) ---- ------- -- -------- _A ------- --- ---- --'- ____ __ 24 a FS-826 8 FRAME ASSEMBLY SCREW 412 X 3/4'PH.-PHI. _1 25 a FS-012 AS REWD. JAMB ADAPTER SCREW - v10 X 3/4'PJt.-PHI. °7 5 5' 26 FD-634 LII-171 AS REWD. 1/4 ROUND ALUM,BEAD-II/16' 6063-TS ALUMINUM 131/' 27 ■ FS-043 8 GLAZING ADAPT,ATTACH.SCREW E8 X t 1/4'FH-PHI. AOR NOTES: 5l (rwx,os. 1/ l/4 3/4 lE 3/1' 4 /2 4 I/2' 14 S/B' /4 3/ 28 FS 49 2/Panel Double Roll Assembly Screw 3/8•x2 1/4'Hex Screw 6 Nut I. SEE ELEVATION AT SHEET 1 OF 6 FOR tot sldellte7 ((rrroro ac. z o.c,o ■ ANCHOR O.C. MAX. SPACING AND LOCATIONS. ac to panel) Inactive panel) J197E: E9 ■ ■ AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION Esme anchor spacd g 30 ■ ■ AS REQ'B. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. at Irame head&SDI 31 ■ ■ AS REO'D. NEUTRAL CURE SILIC@rE Tremca S-500 3. SAME ANCHOR SPACING 0 FRAME HEAD &SILL. '•OXXO'� EXTERIOR ELEVATION 32 ■ ■ AS REQ'D, Laminated Glass see Pg.5 Dupont-Sentry Glass Plus NOTB3: 33 ■ ■ AS REQ'D. Laminated Gloss see Pg.5 Dupont-PVB 1). QUALIFIES SINGLE&MULTIPLE PANELS(SEE ELEVATIONS). NOTES: 34 ■ ■ S REWD. Laminated Glass see Pg,5 Saftex-PVH 2)• QUAUFIRS UMTS WITH AND WITHOUT SIDELTIBS 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE-5th EDI ON. 3).MAX.FRAME SIZE 146 1/2"w.X 98 3/4"h. OXXO 2).GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 w HC-002 2/Panel PANEL ASSY ALUM.PLATE 1 1/2'x 2'x 1/8'(6063-T5 ALUM.) 4). EXT&INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FBC 2014 CODE. 36 ■ NC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'ds,-20D Rod,Plate,Ftnnge Nut 5},QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS,MUST 8E ANCHORED PROPERLY TO 37 w FS-011 8 HINGE ATTACHMENT SCREW 410 X 3/4'P.H./PHI. 8). MAX.DAYLITE OPENING WIDTH = 28" TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. 7. MAX.DAYIITE OPENING HEIGHT = e3 1/6" 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW 410 X V PH/PHIL.-(17.OC Moz.) 8). SEE ELEVATION AT SHEET 10 6 FOR MAX. ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 PP05ORG1 6/Jamb 1/2'Dia,Hole Ptug-Nylon 6-6 HICROPLASTICS-Rockwell M-79 9),ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 NC-007 2PP087BGII 2/Pont 7/8'Dla.Hole Plug-Nylon 6-6 HICROPLASTICS -Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 41 s HC-010 1/BOLT FLUSH B0.7 Slit Plug6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS -Nylon 6-6 SUNC13PLASTICS Inc Rockwell M-79 as complying wilb the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REQ'D. l.2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALUMINUM Building CDdo /1� •O LIMITATIONS: K44 ■ ■ AS REG-D, INT FALSE APPLIED MUNTIN 1,25'X.022' STOCK ALUMINUM A ocaN �, 1). MAX. OP= ±86 PSF W/ (4) Surface Bolts&Glass Types A, B. C& D. L-915 FD-623 AS REO'D, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM-4'long (SEE LOCATION DETAILS 0 SHEET 3 OF 6) L-916 LII-117 AS REQ'A FRAME LOW SILL-OPTIONAL 6063-15 ALUNINUM BY. 2). MAX. OP = *76 PSF W/2-'Point Lock(active)+ (2)Surface Boris at Inactive FD-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL(FOR+/-76A Lf DP) THOMAS J. sl Control 3). MAX. DP = 376'PSF W/Flat Sill & must be used where water infiltration is PROFES WEER not required or opening is protected by overhang ratio greater than one. FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM.ANGLE 1 1/2'x 1 1/2'x 1/8'Alum.6063-TS - !a 4). MAX. DP = t86 PSF W/Multi-Point Lack(1-active)+(1-passive) at Inactive FD-627 FD-627-1 2/Panel JoInt S Lock Bolt to C ANGLE 3'x vis 1 1/2•x 118'Alun.6063-75 ./.i� Revlalon Notes: T Tey T� ■ w AS REQ'0, Joint Sealant-White Colored 'Purvis Co.'Super Seat � •1J S•''•��i Revised to comply w FBCE004-11/01/06 L VI'/ 8501 NW 90th St. 50 FD-638 HC- I SET LOCK ACTIVE HANDLE 4 TRINSET ASHLAND EV520fA-A ••lr ismer Revised b comply w/PBC2QD7&added MEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND AW5110-STACT5 0 5225 ••L* �Weted Oleos 81/EE/10 IN STF2I S INC. (305) 696-8860 * = Ashland Mult-Point Look 01/27/11 MANUFACPURBD OF QUALHT ALOVINUM 17NDOVS AND GLASS BOOM •52 FD.-640 HC- 1 SET LOCK PASSIVE HANDLE h TRIMSET ASHLAND OW52OIA-P (C„ Revised to comply w/2010 PBC n...co.." ra.t ar..a ran a(ye.ty s..(.r/M"d.a )ma srws 53 FD-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND 11WS110-STPAS4 �'�, •qre Revised to oom w 2014 FBC NOA APPROVAL NiACT FRENCH DOOR - t of a 54 FD-641 He- 2 x panel Multl�olnt Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 + E F `j• 1hWsrA Dyi 0ah cta.s.a w n ' Note=Eraso Ol 18/16 La Porte" Impact French Out—Swing Door SS ■ FS- 4/Guide Bolt Guide Attachment Fastener 46 x 1/2'P.H./PHIL. O R 1�,%��40� eme-AV sae.now" 56 FD-642 HC- 1 x Lack ILock Tap Mount Adapter NYLON ADAPTER /S/s�$Q•� ' ♦t' Nelson Kraft 01 20/12 57 FD-643 HC- 1 x lock Lock Bottom Mount Adapter NYLON ADAPTER f1T'Plff•(Y¢a°' ,, ses1i m iss S lrr�ner lmonerrr Dra..aw AA.�r: FD-2003 R_W_I—t G DATE_____ • • ••• • • • ••• 110 7/8'Max Unit Width 73 5/16'Max Unit With 74 1/2;Max Unit Width 38 5/8'Max 38 5/8'Max SWIn SEE ALTERNATE T OPIg1�iSEATA91 T Sldellte TE Dp Unit Width gEE ALTER Unit Width Po 1 Width OPOONS AT SXEtT $Wing • Sofa•T 9HEET.T :•• 3P1�0e 5 gT�STEFiE {( 35 3/16Wi m 3 of 6 Panty Vldth 3 of 8 A Panel VWth ��{�{'{"' < 35 3/16' 13/16' mnx. )D • • 1 II_ II I Max.DLC Idt II I Max,IN.I Vldt �I I ?UI A I m CII DII I II C2 �1 FII I &II \ FC r / I •• �•i�0•• I r s r/.; II I r.:II m r�.••y I • ••.jj{L was r%. I s t II II \o xa x6P IIaL ]I mo • itf •• • X8 Yp� • x� ym II II H o 4 i c X II Inactive m a II G s$ a II G s° o Ac�tve a f v ° A five II Acjlve a o f ACtilve <, °3 xe \ • /z CL % I� II I II BY ES I / % I �H hN�L I �r RA[L® E II I II_ II A L® E II I Ed II- D - --IF - - -- - - -- -- - -- - -- ` SEE ALTERNATE BOLT 5EE�TE R1� Bp SEE ALTERNATE DOLT J�5EF ALTERNATE BOLT OPIIDNS AT SHEEP OPRONS, yAjEE7 LT OP1f 6 AT SNEET 3 Of 6 AT 5lffEi "OXO" ELEVATION 3 of a "XX" ELEVATION6 "OK ELEVATION 3 of 4 "X" ELEVATION 3 of a „0" ELEVATION 145 1/2• Unit Width ALTERNATE BOLTLT APPROVED CONFIGURATIONS OP1f 6 AT SHEEP Sldellte 3 of a Swing Pnnel Width Panel vlam NOTES: "LaPorte"IMPACT FRENCH OUTSItING DOOR-DESIGN LOAD CHART < 33 13/16' mnx. ) < 35 3/16' max. A PANEL DDTTR/�ORT KUM. lip PAM DP(P8F) 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION 8� .VIEWED FROM THE EKTERIOR SIDE. AIN OP GLASS TYPE'>g�GLASS GLASS GLASS 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE) ANCHORS'A'A.'S" (¢Tf�6) TYPO'B"TYPE'C'TYPE'D' 0 iFT- AND ARE AVAILABLE AS OPTIONAL. UHI1H' EUGg7• /FAND +/-(PSF) D@YH• +/_(PSF)+/-(PSP)+/-(PSF) s: _ 3. PANELS ARE AVAIUBLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' S +86.0 11 3/16' +76.0 ±76.0 ±76.0 II Max.D Vldt 16 1/4' 5 186.0 17 3/16' ±76A +76.0 ±76.0 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. L 22 1/4', 7T 5 ±86.0 23 3/16' ±76A +76.0 ±76.0 00 C D / S \ D II i•/ ® 28 1/4' 105> 5 ±66.0 29 3/16' ±76A ±76.0 +76.0 301/4' 5 Y86D 31 3/16• Y76D Y76.0 Y76.0 j a aS 34 1/4' 5 ±86.0 35 3/16' ±76.0 ±76.0 ±76.0 ° vm I, II II �= 101/4' 6 ±86.0 11 3/16' ±76A ±76.0 ±76.0 X a =O' o PRODUCPREVISHD l6 1/4' 6 +86.0 17 3/16' +76.0 ±76.0 ±76.0 z4 c e II II II Ct1Ve II )oaf escompl'"R""'lolide Active II DuiMing Cods pB�O 22 1/4' 93' 6 ±86A 23 3/16' ±7b.0 ±76.0 ±76.0 Af( _ Aaeepmnco No 28 1/4' ■(6) 6 ±86.0 29 3/16' ±76.0 ±76.0 ±76.0 Hp7TOM 30 1/4' 6 +86A 31 3/16' ±76A +76.0 ±76.0 34 1/4' 6 +86D 35 3/16' +76.0 +_76.0 +_7E - pfodnstCDolfv •OPERABLE PANEL MUST-MEET APPIMABLE REWIREMENTS PER BUILDING CODE. THOMAS 1.EMS •0 PARENTHESIS INDICATES/OF ANCHORS AT FRAME AWS. � PROFS ER o• ♦ �� Revision Notes: /,�Q (T/��/r /]]��\/T <<.r •� F tP% Revised to comply w/FBC2004-11/01/05 8501 NW 90th St. �< 5225 Revised to comply w/FOC2007&added MEDLEY. FLORIDA 33166 SEE ALTERNATE Bax •:• Insulated Glass 01/22/10 INI7 Es Ivo. (305) 696-8660 OPTIONS AT SHEET 3 at 8 .k Aehlsnd Mutt-Point Leek 01/27/11 MANUFACTURER OF QIFALTPY ALUY7NUAT IIfXDOF3 AND G)JHX DOORS "OXXO f ELEVATION e r -D:a Revised to comply w/E010 FEIC '..w cx•" rani a..a r a hM'_ s..MI- .Naas Tfw a sA..a • F .�W�` Revised to com w :014 FBC 11.APPROVAL WPACT FRENCH ODOR 2 OF e ANCHOR NOTES: as,, <- � Y:toa•w••d Dwa 2 a •f ff 1.SEE ELEVATION AT SHEET 1 OF 6 FOR %•• Q ♦<< Nelson Er.. o1/Cl1e/61l*a La. Porte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. F `'`�,Qa♦ '.aaa six nf.Drw.n: 2.-SEE SHEEP 4 OF 6 FOR INSTALLATION er ;pJ{tt,�`Ati♦ Nelson RrszO 01/20/12 FASTENERS TYPES. ! "a15 ay.r: Rd_.X-b- aex4w m.aee, "AAaa A.ve G DATE 5 L n.t.e. FD-2003 . 000 :. •� , • ... 5/16'TAPCDN W/ • ••• <SEE2JIN EMBED' FOR SPACING) • • • • . .• : 5/16'TAPCON W/ 1/2'MIN EMBED. 2 x(P.TJ WOOD BUCK - INTERIOR SIDE • • • • • • • • 1 x:P.T.)WOOLS BUCK SEE ELEVATION.AT !/4'MAX, SHIM TYP. : • - • • (SEF.NOTE48,WEFT 1) SHEET I OF 6 FOR SPACING 3 4 3 LOCK STILE •.• •4• ww• • 3 JAMB _ MULLION 19 20 21 15 16 MULLION JAMB 38 6 17 38 6 Active 7 46 7 Inactive 6 • 11/ 38 i 33 Sldettte 27 t2 39 36 17 •• A, w • • SRletl�e• • 12 23 • •• 1 1 1/4'MIN EOFTiE ID • ••!.:`•. 1 1 1/4' TYP Mi Noun Edge nDistance .P'.' .iii..'`r. DLO Width�--i • _ 14 17 18 Panel Width 1t 27 12 9 10 14 9 10 14 11 4 MAX S141 MIN EMBED. O O EXTERIOR SIDE O TYP „Ono. MIN N UNIT WIDTH EMBED (TYP.) 16 46 ANCHOR NOTES: Active DrtBR1OR 9m6 INTERIOR 8m8 t J. ANCHELEVATION R O.C. MAX.SPACING AND LOCATIONS. inactive Active Inactive ( a 1B a 18 ' 2. SEE SHEET 4 OF 6 FOR INSTALLATION /� FASTENERS TYPES. \r 18 `j-(/ 18 I / ES \ /CE 3) _R Sm2 / \ MaMOR ME I Active Inactive E3 L_J E4 L®J IB GOPTIONAL 5 ' B%'IERIOR 9mR BrfBN1011 SmE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK B 4. & FLUSH BOLT al 5 Active Inactive two-Point .` 13 45 MIMAT D GL SS 32 33 34 t7 i lea a16 *� OPTIONAL SILLYm' rj ,.,� •i• �" 1�'•MtN EMBED.INTO 3500 PSI CONC. (TYP.) 28 INTERIOR SIDE la EXTERIOR SIDE IB OPTIONAL BOLT ® BOTTOM RAIL 1 174' 5/16' MIN ENDED. V/ 1 1/2'MIN EHBE0. (SEE DETAIL E3 FOR MOUNTING LOCATION) (MIN.EDGE DIST.) 23 5 36 TWO-POINT MULTI-POINT FLUSH BOLT & (o) FLAT SILL NOTE: 2 MAX.DP a*76 PSF MAX.DP=*86 PSF TWO-POINT LOCK 11MITATIONS: ➢DORS 6 SID0.ITES WITH THIS SILL TO BE 95 1/4'MAX.FRAME HEIGHT. 13 t2 OPTIONAL LOCK DETAILS 1). MAX.DP ±86 PSF W/(4) THIS TYPE OF SELL IS LIMITED TO+/-76.0 psF DESIGN LOAD AND Q Surface Bolts & Glass Types A. B. &.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 2). MAX.DP ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF THOMAS J.SOTOB OVERHANG GREATER THAN DR EQUAL TO THE HEIGHT OF THE WALL SILL PROF AN,GZc1�t Lack(active)+(2)Surfoce Bolts®4nactive yHERE THE 1100R-IS LOCATED. SILL ,.�.�,Height e 7,Pr Revision t Notes: �� T',y T(�y® 7p. T ........ .. Revised to comply w/PBC8004-1.1101105 r�/j�/ y`®J 1 ee!/ 8501 NW 90th St. 1' �• „�S. •:+:+• „. Revised to comply w/FBC2007 k added MEDLEY. FLORIDA 33166 �c?`-^��• l '•4 �''� 'k ••,./.;i -8880MIN EMBED.INTO (305) 696 3500 PSI CONC.(TYP.) O Inealated Glace 01/88/10 D STRI s. C. M61end ItVlt-Point Look 01/27/11 YANOFACTTmNN OP gaLuTY ALUNINI/Y WINDOWS AND CUSS DOORS 'III 5/16'ELCO TAPCDN W/ PRODUCTREVISED $ :ft_ Revieed to comply w/8010 FBC ma.cafe row c(.r: has eabra.v+ sfw../ree.e Ian,. sA..r 1 1/2'MIN EMBED, _ NOA APPROVAL IYPACi FRENCH DOOR BS eoMplyloli Wlil die FloridaFlOflde TE OF +f i Revised to com 1 w 2014 PBC D OF 6 (MIN,EDGE DIST.) (SEE SHEET 1 OF 6 Bu6dWg Ocdr i "� ;_1 BaWad Dab LeafifC n u ff FOR LOCATIDN AND SPACINGIjU, c o — �, ,• 1 F;'�.=�;' 'Y� Nelson Erase of/te/la La Porte Impact French Out—Swing Door ats .O .... Its •.R . I. +°a Dn'„"h« Nelson graze 01/20/12 B2 OPTIONAL - DOUBLE BOTTOM wis sob: Buarwwf rn..fn Df.aaw Xunem a�a AR.E G RAIL DETAIL adopOdu".."ra, R�t"�•r�O1�5 FD-2003 • ••• it • • • • • • • A, ••• 5/16'TAPCDN W/ 00 0 • ••5/16'TAPCDN W/ EIE BELOW EFOR R.-ACING INTERIOR SIDE - 1 x CP,T WOAD SICK• • • •• • •• ••SEE 112' LEVATIONS AT SHEET 1 DF 6 FOR SPACING 1 x CRT,)WOOD'BUCK 3 (SEE N0 3rSHF�T y • • • .•+: (SEE NOTE 3, SHEET O ;+' i • • AP'IRIOR $ • • 3 INTERIOR SIDE 3 :; 3 • • • BLOCK NILE • - +, LOCK STILE 3 Y. AMB 19 20 21 LOCK STILE JAMB %..'i.:,; '. r JAMB • 1 20 21 t9 0 2t `•." .` r 46 29 30 31 6 23 .' .r. �., .. 46 6 7 2s 30 31 rte 15 17 7 39 Active 36 7 Inactive +"••Y 'Y••"�' •• • • • • � jr A Ac•Np Active /exiE'• 1 1/4••-•�' • 1 I/4• OCE EAST.)':''r-::- (EDGE DIST.) 1 B 9 70 37 TYP.""..'.':. 37 9 10 TYP. 7 17 `. ` 12 36 7 12 j� 12 1/2• �' E O MAX4SHIM O O (Ma1.TE1A28E0J { =�cG2 2 (MIN.EMBED.) EXTERIOR 9ID9 — LIMIT WIDTH MIN EMBED - i)NIT WIDTH EXTERIOR SIDE (TYP.) 50 51 1 v.•xN. EXTERIOR SIDE 4BOR �B srt Ns TYP. 5/16'TAPCDN W/ 5/16'TAPCDN W/ 3 1 1/2'MIN EMBED. 11/4'NIM• 1 1/2'MIN ENDED. LOCK STILE 4 56 57 Ss,,.,y..,," .v•w SEE NOTES FOR SPACING) EDGE 01ST SEE NOTES FOR SPACING TYP 19 20 21 MULLION INTERIOR SIDE Active •." -� : LOCK • x P.T,WD. 1 1/Y MIN. _ 1 x(P.T.)W000 BUCK MIN.EHBED `• ><::! NONE (SEE EMBED' ..r..,.. (SEE NOTE 3,SHEET 1) 29 JO 31 TZZ '� 6 TYP SHEET IY TYP �'i �y':, - 12 : ' Active Sldetlte ti r� a 1 1/4'MAX. 1 1/4'MAX.SHIM TYP. G3 3 HEAD 4 SHIM TYP. HEAD EXTERIOR SIDE 44 2 9 10 INSTALLATION FASTENERS NOTES: O 1318 12. 2 Al 138 EXTERIOR SIDE 12 }¢ "1X BUCK'MINIMUM REOUIREO FASTENER LENGTH Sldetlte HEAD:. 5/16" X 3 1/2" Long TAPCDN(+ g 38 Attachment Screw O JAMB: 5/16° X 2 3/4" Long TAPCON�) 5 C 6 Screws It each side of Jambs, MULLIONS: 5/16' X 2 1/4' Long TAPCDN(+) 27 18 -12 total per Sldetlte) (•) TAPCON EY "ELCO ULTRACON' 29 30 31 INTERIOR SIDE 50 - 51 '2X BUCK'MINDAUM REOUIREO FASTENER LENGTH r INTERIOR SIDE 52 53 HEAD: 5 16 X 3'Lon TAPCDN+ x PRODUCfREMED / P () r = LAH AT GLASS r as cam 1 JAMB: 5/16' X 2 1/4 Long TAPCDN(+) 0 4 10 32 34 w = r- 9 f0 Ru9Nag wa oma (A) LOCK STILE MULLIONS: 5/16" X 2 1/4" Long TAPCDN(•) _ W v : J .=u.EXTERIOR SIDE Aca¢pItV,Co o O O 56 574�k (•) TAPCON BY 'ELCO ULTRACON" W W 42 Z c i 43 �-••v• Active 7 7 Inactive AT SILL, §'TAPCDN w/ 1 1/2" MIN. EMBED. i Z d 4 v INTO 3500 PSI-CONC. MIN, a o INTERIOR SIDE A v't..UQ -alb Product ConDal NOTE: ALL FASTENERS W/ 1 1/2'MIN.EMBEDMENT. 17 ft..M 1 1/$MIN. EDGE DISTANCE MAX. SHIM SPACE ANCHOR YIELD STRENGTHH Fy-i55ksi 17 ANCHOR ULTIMATE STRENGTH Fu-177ksi EXTERIOR SIDE t e 5 EXTERIOR SIDE E(2 12 • ALL TAPCDN LENGTHS"L"SPECIF®ARB YINIYUYS 2 2 TRO J.90T0E (SBE ELEVATION AT SHEET 1 of 6 FOR PROFBSSIO saNGINBBR ANCHOR MAX.SPACING AND LOCATIONS) 13 t2 13 12 Revision Notes: �y 7� O 23 B 1 23 �� •NSF•:O 0ems Revised to comply w/FBCBG04-11/01/1* �� T/Il ® 1\r 8501 NW 90th St. 22 2• : S `^ Revised to comply w/FBC2007 &added ® 1 d MEDLEY. FLORIDA 33166 '4. SIIt T'• SRI 0 55225 landated Glass 01/22/10 -8660 HND S S INC. (305) 696 ".":• He t •':* SILL SILL * F Ashland Ynit-Print Lae&0I/67/11 MANUFACJURIER OF QUALTTYALUMINUM IIRDOWS AND GLASS DOORS .j�Y•.-),;.M!:::+••1 ' .. ..'•.f 4,;i r '• + Revised to comply w/6010 FRC raw cw., »w cw '••k 1— a•N••/R•4G lax" 9Aa4 " y :1t)+ Revised W Com w 6014 YBC MOA APPROVAL - IMPACT TRENCH DOOR 4 OF 6 h ,t. ... E �,t. .a TE OF I �' MIN EMBED r: - !j•-MIN EMBED.INTO : 141' B'w"4 s( '� " n TYP '•: i. z• Nelson ansa 01/16/15 La Porte Impact" French Out—Swing Door (TYP PSI CONC. 1��:�,,o 5/16'ELCO TAPCON W/ (TYP.) �(+' O F1 {•♦ anx•x s1v n.a s,axn• --•I 1 t/4' 11/2'MIN EMBED. IFS � Nelroa Esso 01/20/12 1/4. 3 `ls (MIN.EDGE DIST.) - (SEE SHEET 1 OF 6 FOR SPACING) (MIN.EDGE DIST.) DATE- '••'•`., a.1,e. RU Nance: s' 'V Rte' FD-2003 Rm4aw L•wa G • ••• SIDELLTE AiiAUBaM m1BLE CAIOVE SIDE • • ^M 1/4 0 e32 a1100 x 1'PNRHIL � � IIITERI:R JD)E ,•• • DESC ON Q TYP ASS MY Saws eel ` ALEori Clezlug Adapter• • • • • •408 0 A aminated Glees b Duvont- Glass a "A" ale x 3/4'HL/RUL, 10 JI De•th• I VEATVERSiRIP FACE W �- 29 30 31 Sdia� one • '•, ••• • • DBSAt�7'�IN DHI'AD. 2 1 3/ A ealed .- 2 .090'DuPont SGP Interlayer — "'"""'--""...\ 3 3/16'Annealed se4A• -- -- \ Laminated Glass • 2 , 340" b LanAalted Glass bv Du ont-Glass Tyne"B" SILLby Dupont or Solutla AOAPtER� -INTERIOR SIDE DOOR.IAI01 Types•A'. �B'or•(:• , , • • J7*1( ON 93 3IDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/CORRESPONDI • e Annealed° FRAME ASSEMBLY DETAIL GLAZING TYPE a DESCRIPTIO 1 •n • A •90 pe ont D Jntertayer \ ' 32 4 •I d • 1 29 nn dad aP (SHOwNSAM SIDE) AaEss Ip.E �.a EXTERIOR SIDE .340 0 A laminated Glass by Solutla - Glass Type C 0 SILL SEALANT DETAIL GLAZING DETAIL #1 ITEM DBSCR"ON DETAIL 34 NOTFa HEADER TO BE SEALED SIND.Nt TO SRL LEFT SUED 1/8'Heat-Strengthened Glass /-MNM STRE 2 090'San-PVR Interlayer — LIFT OFF 3 1/8'Hent-Strengthened Glass a3Ar AND REIOVE/ INTERILY Ij TREATED ROD INTERIOR SIDE NVi6E ATTACNENT f0 ClazlTlg Adapter claz[n 'Uoone GLAZING ',t1,�PE &.DESCRIPTIONS DEPTH LUG elSCREW 3143IMl/PN6. 5/10"Laminated Glass 5re 29 30 31 .340' 0 A laminated Glass b Solutia -Glees D D 33 4 Gla De th (SEE TABLE V/CORRESPONDING HINGE ATTACHMENT iTau DESCRIPTION MTAL l GLAZING TYPE 6 DESCRIPTION) 2 I J/e'Heat-Strengthened Glass © _ DETAILS ACCESS HOLE �' =_- - 2 ,090'San.x PVB Interlayer PR[PINCHED / LEFT NATO e10AF TO W E LEAF STILE _ al(§ 3 1/8'Heat-StrengtheMd Gloss 1/4"Insulated 4 1/4'INSULATED AIR SPACE I -DE 'b Air Space w/ 5 I/8'TEMPERED GLASS 1/8"Temp.Glass t STOLE eoTtm .340 0 A laminated Glass by Solana Glass Type �I NGE ATTACIR[NT MI(NUT INSULATED SPACER'TruSent'- Glazing Bead - uAEVs e]I AW vAnaD Blac -114'Air Dura Senl 5wiggle Space 25 1 l/8'Hent-Sire ITIM DESCRIPTION DITAEL I 1110 x 3/4'°"/PHIL' PANEL ASSEMBLY DETAIL Pt.No.812-25H-357 Ce ngthmed Glass 2 .090,IS~SGP Interlayer -1Tr1 EXTERIOR 3 1/8'Heat-Stre thened Glass -,{1- ACCESS HOLE COVER-tea a, .4 1/4'INSULATED AIR SPACE .v any�1 EFT , GLAZING DETAIL 5 1/8'TEMPERED GLASS r 3a xDFc ma FllO°LUG (Na L-•nY) I;r F DRILLING SCREWS 014 SMS OR SELF DRILLING SCREWS sns•a 1.T'Y�JSIs STEEL PN UCTURE INTO METAL STRUCTURE ,L — SPACING)_...I1.._. (SEE NOTES FOR SPACING) + yE DIST. II (6063-TS MIN) MIN EDGE DIST. I (fy GAL MIN. NUN.)ALUMINUM TUBE MILLION STEEL TUBE OR COLUMNREFER TO APPROVED (STEEL IN CONTACT V/ALUM.Bry"M "AMI-DADE NUA TO BE PLATED OR PAINTED)TNdcness --�- 1/4'MAX.SHIN TYP, 1/4'MAX,SH114 TYP, + - + PRODUCE REVISED M.L I E as cortlply 0 wish o Florida Sn�V BYfidlOg COdO - O c NC-ar!1 A.at BNO 164-1-0 1 1/4'MIN. 5/16'ELCD TAPCIIN W/ to d7 II EDGE DIST' S/16'TAPCON V/ 1 1/4'MN EDGE DIST- 1 1/2'MIN ENDED. v TYPII TYP (SEE NOTES FOR SPACING) TB J. B 11 HINGE ASSEMBLY DETAII. ISEE IN EMBED.INTO GNC. r � PROFH9S1 GDiHBR FOR LI FD-824-8 Mlaml alMProduUCan ro (CONC.TO BE 3 KSI MIN.) 2 M 0',T., • t•°sA® Revision Notes: �� -tea y�® T I�Y SEE GE..t�TE R3) Vr/ 1\all (MIN. MBt31 ,�� • SF•; I�mr Revised to comply w FBC2004-11/01/05 $50J NW 90th St. MIN (MIN.:, a �� *•,;,�"' : Revised to comply w/YBC2007 k added- MEDLEY, FLORIDA 33166 _ D 225 •';,t Iasuiated Claes 01/22/10 IND S IES NC. (305) 696-8660 1/4'MAXI SHIM TYP. l/4•MAX.SH[M TYPE a and ifult-Point Wak 01/27/11 MANUPICPUt(BB OF gUILtrY ALUMINUM IISDOIS AND GZASS DOORS • �� TiroRevised to comp4y w/2010 FBC Dw rive raet INuu nae cnW— swwryaB.a Tb..a eAeN: MIT-IL �9, 7E DEF %t7jti RRevisadgto Som w/2014 Dae a.aa.a NDA APPROVAL SS IMPACT FfHNCH DOOR 5 Oi a %, •. ,0� ,�^•:°`c�`•o, Nelson Brew of ie/10 La Porte Impact" French Out—Swing Door NOTE. I F': °.Q,\ DMus DY. Dab Damm 0 DOOR LINSTALLATION FRANC JAMB AND GRIFRAME HEADY kSs•:�.;"`•`'e�' err Nelson Hrazo 01/20/12 (TYP., FRAME INSTALLATION OPTIONAL DETAILS DATE__ °' " ' a. 4 e..b. P..e xana.r, D.ww xa.xB.n x.wba e..L.6 c n.t.e. FD-2003 • as •!! . . • 3� .076-�h 078 - 3.5 •I • ! i • 4.500---�I 3/8.0.D, 3/8.O.D. �1 .0� • r •! STEEL BOLT STEEL BOLT I • ! a 4� 3' .875 ,062 9 6 _460 • `A� • • • ` • • • • n a OT OP "Tin. 56 8 {• 1- I L 1 1.750 `• • •• •!• `• 1.750 1.259 1 -I .908 •• A74 ,127 .667 •065 GLAZING ADAPTER ( ROUND WL-910 g gg FLUSH BOLT AND 26 (il/18") BEAD - - I R g 6 TWO-POINT(ACK #iFD-894 PANEL UINGF•STILIJ 0 • • • • FRAME HEAD & $ m 49 ANGLE GUIDE �• 4-987 • • • • • 1.912--I O BL-BOl QFD-627-1 .060 ••• • • • • • PPP e as ffi .119 .730 •726 I^-�4.l7 •• I I • • • 2.031--{-r I-F 8 A98 L250 .064 b L500 O('AR/ ) 1 .100 .064 q q r 100 124 11 HINGE LEAF 10 Qs 8" BEADUNA 1.750 .075 IT 9 3 J- (JL-908 gL-910 111� 1.500 070 5.05 -I 4.500 R B g INACTIVE-PANEL .060 O PANEL LOCK STILE _O FRAME SILL S FLUSH BOLT 7 656 7 #lL-906 #1L-902 47 ANGLE GUIDE .635 1 1/2" LONG I , #IFD-626-1 _0.65 A08 I 1-1.75- 1,750 F1.812-.-I QUARTER ROUND .066 063 LUCK ACTIVE MULTI-POINT JI�II O(1/4 BEAD ,125 I y 1.250 #L-911 .072 CYLIl214 ' LOCK DE 1.625 L0.198 .065 2. I A45 �^ LOCK PASSIVE ggr p a•• ••�Q HALF ROUND .062 I 4.000 4.500 FALSE MUNTIN O RAIL ADAPTER .072- .500 Kinn 0 0 1 1/2 IL-913 #L-909 .094 - O JAMBADAPTER I .082 .100 -II-1/8' Fle><ble Vi FPVC Com oailion-Team Plastica Inc. 50 51 52 53 SIDELINE PANEL '1.PHYSICAL Lack Mm ouml No.7200.76 I D 4.340 1,812 100 I O35 ALUMINUM PLATE PHYSICAL ASTM NO. -I .136 2"LONG DuomebrHerd:os"A",10sa 75 D-2240 _ #!HC-002 SpeciOc Ormiry 1.45 D-792 J "oASB J Tensile Slreaglh PSI 1640 D63S O PANEL TOP & 0.078 ACTIVE HANDLE PASSIVE HANDLE Uldmals Elonatioa% 340.0 D638 5 BOTTOM RAIL FRAME JAMB 4A66 6 TRIMSET t.TRIMSET Modulus IDD%Hm L-906 3 O FRAME HEAD SHEAR PLATE (� gaOm,PSI 765.0 D638 I Bdld-L 31.0 D-746 L-903 44 L-916 12. FPVC White:Compound No.7267-75 Q PHYSICAL ASCM NO. J --2488 7 - DuromaerHadeear"A",I0s. 75 D27A0 1.ALL DIMENSIONS SPECIFIED ARE IN INCHES -,218 .100 .SOD 7 = Sposilic Gravity L45 D•792 2• SEE ELEVATION AT SHEET 1 OF 6 FOR n a pU Tsmde SomgthPSI 1640 D-08 ANCHOR O.C.MAX. SPACING AND LOCATIONS it Ulimmalc Elmgatioo,% 325.0 D638 RODUCT REVISED TI Modulus®-100%Tdmgadm,PSI 765,0 D-638 s complying wish ,e Florida �- 4.500 -� Britlleee9a •30.0 D-746 Building Code/� ��-•�JJ 45 FRAME LAW Sill Acceptance No 4�1..I .0 �• - O#L-916 Py THOMAS OS �+••�•+•CJ / -NOTE" a PROFS R REFER TO DETAIL'B3'AT SHEET N 3 OF 6 QBDITCH 1J07TDNQ 41 WIG Mlamt PTodFOR ADDITIONAL NOTES AND LIMITATIONS, GUIDE 6U1UE o� ,p •••N TQ iso Revision Notes: T TQ 4 .° ;•�,\ F••.��f: Revised to comply w ----04-- O! 05 L �'r/ 8501 NW 901h Sl. CbCg 225 ` Revised to compkv w/FBC2007 k added MEDLEY, FLORIDA 33166 Nb STEE LBOLT 3/8.O.D. - S STEEL BOLT _•k Insulated Olasa 01/22/10 IE INc. (305) 696-6660 b Ashland Mutt-Point Lock 01/27/ll YINUPA67TIRER OP QUALITY ALUMINUM WINDOWS AND CUSS DOORS STAINLESS STEEL BOLT a> a a'y Revised to cons w 2010 FDC <>)5/16.0.0.S53(�/-761 psF) . PIY / Gnu Cb a PaA ebu: /1rvA Abpmy, @�rba/YegL• Ibmr BNaL• 8 OF a Optional Multi-Paint Locks <.)3/e•0.D,SSS«/-@6A psF) QF :��: Revised to pomp w 2814 FBC MOA APPINIYAL MPACT iRENCN DOOR (+/- 86.0 Pat DP) D.w.A e@, Dob „ „ „ OPTIONAL A` P,r 2• Nelaoa Erazo 48 TWO-POINT Logic Active Lock Posslve Lack le INACTNE-PANEL •.4 Rio;4�°.` DOOL /16 La Porte Impact French Out-Swing Door LOCK#IHC-060 ASHLAND#W5110-STACT5 ASHLAND RW5110-STPAS4 FLUSH BOLT AHC-001 IPPS$(• °} Nelson Brazo 01/20/12 - (+/- 76.0 pst DP) HANDLE L TRIMSET HANDLE&TRIMSET - 1YaWnP Apnlan R.WAm,F- G ASHLAND NW5201A-A ASHLAND kW5201A-P DATE- s a.ts. Rte' FD-2003 fly MIAMI- MIAl•1I—DADE COUNTY ~ 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE ff OA) wmy.miamidade.eov/econo►nv 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 113200"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thej•f,jyas been no change in the applicable building code negatively affecting the performance of t4is product. 0::6 0 0 0006:* TERMINATION of this NOA will occur after the expiration date or if there has been A-evisipri diaehange '. in the materials, use, and/or manufacture of the product or process. Misuse of this ?M*as an elit3Psenienf 6• of any product, for sales, advertising or any other purposes shall automatically termiirafe this NOA.Failur4.... ._ to comply with any section of this NOA shall be cause for termination and removal dmNk. • 0000 ...6 0000. ADVERTISE [ENT: The NOA number preceded by the words Miami-Dada OCounty, Fjoridx and••:••• followed by the expiration dates may be displayed in advertising literature. If airy pertion of rhe 1V4A ie***:* displayed,then It shall be done in its entirety. • • • •• 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by:the jnanufaptltrt;*or its: 0000.. distributors and shall be available for inspection at the job site at the request of the Byijdht Official,.. • This NOA revises NOA No. 13-1217.22 and consists of this page I and evidence pages Irl akf]3 •2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D..Gaseou,P.E. NOA No. 14-0908.20 MfAMFDA4L GOUNTY �y GV-1 j� Expiration Date: March 04,2019 NEML1322; Now Approval Date: November 27,2014 �`4 Page I ` Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No.L3200-0801, Sheets 01 through 07 of 07,titled"Series:3200 Outswing Impact Casement Window",dated 07/27/08,with revision "C"dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-082102A, HETI--08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 . 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101,HETI-08 2102B,HETI-08-2097B,HETI-08 2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font,P. E. (Subiititted ureter NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 1 ,{1x27.21) 2. Glazing complies with ASTM E1300-04/09. '....` •••••• D. QUALITY ASSURANCE •••••• •••• •••••• 1. Miami--Dade Department of Regulatory and Economic Resource� R). ;••••; .... .... ..... E. MATERIAL CERTIFICATIONS ...... •• •• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Be4emours 8t Ce.,Inc! for their"DuPont SentryGlas®Interlayer"dated 08/25/11,ekp1 on 01/114/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont IieNerourso.&C ,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13',..;?pi1-ing on-124-1-1/16.:00": Jaime D.Gascon,P.E. Product Control Section-Siipervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 i I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coNnNuE.D) 3. 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. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), ~ issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 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, complying with FBC-2010, elated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Strbntitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI48-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08 2104, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI08 2125, dated 07/10/08 and HETI-08 2131B, dated 07/10/08, an issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS . 6000 ....�. 1. Notice of Acceptance No. 13-1217.22, issued to Lawson ItiduStr:es, Inc..fm� their • Series "3200 Outswing Aluminum Casement Window -•1 r1 .I.", app;boved orf`•*•` 03/06/14 and expiring on 03/04/19. •••••• 6 0•009 0960 0000 0000 ••6•• 0000.. . . ••••9 0000 0000 0000.0 0000.. 0000-'"' �''`'�•',,, •• • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 I ANCHORS: 12 1 2• _ (A) 3 AT FRAME HEAD (MAx.O.C.) ANCHOR CLUSTER (C) 3 AT FRAME SILL e• ANCHOR CLUSTER A Al1— SEE DETAIL #4 AT CID 5 AT EA. FRAME JAMB (W') T ALc ANCHORS: SEE DETAIL #4 AT �(A) CHORS: CORNERS) SHEET 7 OF 7 6 AT FRAME HEAD SHEET 7 DF 7 (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (FRAME SILL TYPICAL) �( •) (C) 6 AT FRAME SILL 6 AT FRAME SIL(D) 4 AT EA. FRAME JAMB! 6' "CAL ) 4 AT EA, FRAME JAMB. A Al 6" p�p� � 38 CORNERs) 38 , )CORNERS) 38 _...0 1/8"- -- 36 N —� Mal D.L.O./ lh (� At A 1' o 30 5 8" o At/ / 5/8" o ----------. -` m -- axr �.wd c _ -D. o W th=- /t o c ///// r 1 E D1 OL L O / U ! .._.....__ O b, ._..F..__... _.... ....36 u E L N Y W U L _._._ le W J O a l \ Q � 7— 36 R u, U�. o / s I f A-spa 0 00 / o? I G] L O n n n ¢ O b m !ac X,ciO DI j— \\\ a I J Z y l \\/C• ° � I4- 0y'p Z� I \\7)l E s \ d 3 \Z. 6" 25"O.C. 6• , , B -�4{�4xed Braeket , 25"O MAXEXT.6 INT.FALSE COLONIAL ) (rrAti 4. 8"froend. 'i1 __FFMUNTINS ARE APPLlEO V/ 37' .at a# Fixed V/SILICONE AND ARE WINDOW FRAME WIDTH WINDOW FRAME WIDTH Lite Comers) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL. "X" ELEVATION (LIMITED TO]AADS ON SHEET 5 OF 7) "XO" ELEVATION - (OX reversed) "XX" ELEVATION EXT.S LNT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 8 OF 7) (LOOTED TO LOADS ON SHEET 8 OF 7} V/NTINSILINDCONE AARE PLRE IED V/ AVAILABLE AS OPTIONAL. General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRUVISDD ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND eamilplyingwi0t11WFlorida TO BE REVIEWED BY BUILDING OFFICIAL 8aBding Cada _ 5:) SEE SHEET W3 FOR BILL OF MATERIA"AWellETAiLS• • • • •• Acceploncetdo 09�8.2� 8.) SEE SHEET p5 & 6 FOR GLAZING 9TAIIS & QPTIAI$Al) OIACTS:OQ 0°' /2�2 J MAX. DESIGN PRESSURES. •• • • • • *00 • iJD9ni9)ldd4 PNdUCI...... 7.) WOOD BUCKS IN CONTACT WITH CONCRETT� MUST•BE•PRiSS/REOTRIIII Pf %KCHORED (BY OTHERS), PRIOR TO WINDOW INSUXATIONO(SEE "ET � FOR D!}'I'AIC ac NOTES) T17H(O l:40T09., a.wma xak,: �� y /1, 78 T PROF688I 19MOINEM A Revhed to Gem w/2010 FDC / {`®J j�JNl\CJ BSo1 N.W.90 ST. DJ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO pL /a4a2s CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS _ t _ > MEDLEY,FLORIDA 33166 Q '> - B.Renewal and Revision to ehaet 5&6 of 7 ND _ PH No. (305)696-8660 OF 2014 FLORIDA BUILDING CODE(SIECTION 2003.8.4 ANDI SECTION&?&28.20 _ 9.) EXT. & INT. FALSE COLONIAL MUNT#A#ReVIONAL&ASD ARE MPPUEI!W/SilWC011E :.j 1.a �.f�, C.Revised to Com w 2ot4 FDC YANOFACPURBR of QUAUrY ALUYINOY WINDOWS AND CLASS DOORS D.aw Crwe vas eww P,ed aeka.rv: sM.yYodI rwa R f.k A.aiII I: 10.)FRAME SILL ANCHOR CLIPS TO BE 9LEASUREIPFROM Tif•INSID:EQGE j)I001*FRAME :- Na ASSFAIeLr mNoow 3200 LuloA os-ot AND TO BE LOCATED WITHIN A +/-?/�"TO�EjtANL'E. • • • • - `T.' anwn ew D.k Drewrc TOTAL OF ANCHORS REQUIRED AT SILLRO BI�THE SANS F�/�l�HEAD. s • ':•�j": (?i= i'� N.ERAZO o7/27/ca Series: 3200 Outswing Impact Casement Window IIJ SEE SHEET B 4 OF LO FOR FLAII fI&ILi R CAULK/INSTALLATION DETAIL. =a „ -� R.w.a ew N tOtA70 Dek 06/26/14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) 12.)EXT. & INT.FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE `+,7, g ';c # -•t.� a.w.t,,,a.,.,e C r.om,.e eyEmEmmoo-oeNOA-ot o�awuv xwne..:X200-0801 bHie l OF 7 DATE-__ s n,; , ss• • • • •ss • • t 5/3z• ALL P.T. 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RUCK • /MD�Xe'Ij1RJL OWE �"`' 2 3/4'EDGE DISTANCE 2 3/4•EDGE DISTANCE 'i I� ;B 2 3/'EDGE DISTANCE • • SHS H G Y9%bWERS)• _ yyy jjj 7� 7 •• •• • • • • • • ••• PROFESS >BNGINBBR R�viaed•to w 2010A �® /\J •• • ',.' . &'.. ;'. Ll`-� 1 ®l MEDLEY,FLORIDA 33166 • SON THE CAP BETWEEN 1/THE IMSWINDOW FRAME AND THE lUCK Olt•• 662 - B.Renews oao R.W.10o to:Met 5&6 of 7 NDUSTF2Z 8, SNC. PH No.(305)696-8860 MASONRY IS LESS THAN 1/8".SHIMS ARE NOT REQUIRED. ' YANUlAC7URRR Of 4VA/12T ALR1lrNOY tf1NDDFD AND OL64. DOORS PROAUC'f RIIVISDD - .^$s < C.Bathed to I w/2014 FBC ANCHORS NOTE: axcanptytur'rldl Ote.1oILI0 • • it` a ww ca«: w.t cle.w nos c ane a s«c./um.e tam • �u6dlagCote/� 9g OA Lr YtRroo• 3200 oe-at ANCHORS TO BE Olt SMS OR WD. SCREWS INTO W6, R Auryt.+r,:•idlML _ ♦ •V� ' qC�p pp • ::t:`R..wR at,; Rea R.ee,n: 1/4' TAPCONS or APPROVED CONC. FASTENERS 1NljI CDNC., I` ••01 )d1c - ZF2fj : • N. ERAZO o?/27/osSeries: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WO DOW • • • RM.N RIF ma RwWa VERTICAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES RE(MARED) �iun;i Uall6 RAlh�ct iCo • • 1 L.R,$ R e N.BRAZO Oe/26/ia � e RV na Rv.,,a.. era..oy Rr,m.., ••• C CASEMD93200—CONGA-01 L3200-0801 8 OR'/ DATE__=__ STUCCO OVERALL FRAME WIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH _ 18 7 15 3 8 18 DAYLIGHT WIDTH 7 18(1$ ' 21 12 16 48 21 12 16 48 v m 13 13 vii W� 43 _ GLASS GLASS -a •..43 N qz .. N 49 FIXED VENT OPERABLE VENT -- l/4'°' 1 , a• 14 51 51 14 a TAPCON (M MEED.) 18 18 18 14 -I 0 20 (MIN.FAIRED.) INTERIOR 42 N v 47 17 11 17 16 16 17 O 16 17t7 47 4 D1 O v ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG: OFFICIAL (TYP.) STUCCO BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) OVERALL FRAME WIDTH MUST SUSTAIN IMPOSED LOADS 114'HAX PERIMETER CAULKING OVERALL VENT WIDTH 'S "'Is'•;='x5' —PERIMETER CAULKING SN[H SPACE 15 18 7 38 39 DAYLIGHT WIDTH 8 37 18 15 ^''�'=. 15 18 8 EXTERIOR 21 •�a•- - EXTERIOR 21 12 16 48 21 P. , v P _ 12 16 48 GLASS w v. _ 13 u z 43• -° 33 34 43 °,, a 43.. .. ° - GLASS OPERABLE VENT - -----I -- L%4' _ —II 1/4' TAPCON t 8 14 51 18 (MIN. f BED.) o TAPCON 14 51!I 1/4". (MIN.EMb"' �1 18 P 2 INTERIOR 2 (MIN.EMREo.) 20 21 35 47 21 42 42 41 47 P P 47 11 D 1 INTERIOR 17 17 16 16 17 ° 17 O17 16 1N D O 32 ALL WOOD BUCKS PROpUCYRBVI3BD as rnn�fyi,lg sriW the Florida v• ENGINEERED SEPARATELY�guildingC°ck -0 4 ^ & TO BE REVIEWED alNBLDG. OFFICIAL (TYP.) P"Q°,yUa •• ••• • •. •• • • 31 - • •• • ••• •• %4iarA1f)L-AWSO ]addoR duclCb fto • •: • • • • • • • Tf10 S Rw,san Nuhn PROFS$SI- IN" 8 8501 N.W.90 ST. •WHEN THE CAP BETWEEN THE NINDOW FRAME AND THE 9eCK O�•• •• • • • •• t{ `. A RKeseO to Com w 2010 FW TJ' 662E6 MEDLEY,FLORIDA 33166 MASONRY IS LESS THAN 1/8,SHIMS ARE NOT REQUIRED. ' _ B.R-1 sad R".Ioa to chest 5&6 of 7 IND'EJS IP RIES Z PH No.(305)696-8660 ANCHORS NOTE: C.Revised to Com x 2014 FBC 1GNUPACTURBR OT aUALIJIT ALUMINUM WINDOWS AND CLASS DOORS • • •• ••• $ Oram q.u: Fert=.i Wn M!ChaeeNr Sh4e/Na4C R.m R./...ew Ir ReWan N ANCHORS TO BE U12 SMS OR WD. SCREWS INTO WV& OR • • • • • • _ F.' ASSEue�Y 3200 1/4' TAPCDNS or APPROVED CONIC, FASTENERS IN '4,,�ONC.,• • Rea •• . • • • • • N.ERazo 07/27/66 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • • • • ••• •• - ` - Rroard Ry: sea aw..dr 4 HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REOMED) • } 14 N ERAZO ,*¢ *00 ••• r s'1 S d3 Jena: tiedext RUm.xe Xe,ment Drax(ap Nxmen+ 8Att4 DATE .: ReWton LewC C CASEMFNT3200-oaHa-01 L3200-0801 a oP a • LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM #DWG. NO.PART NO. QUANTITY DESCRIPTION REMARKS ITEM iT DWG. N0. PART NO. QUANTITY I DESCRIPTION REMARKS ' 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 UI-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 UI-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16- INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB-HINGE SIOE 6063-T6 ALUMINUM, 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 UI-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 LII-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SE£ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 LII-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL-HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3"L) 8 L-3004 LII-119 2 VENT SIOE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 L11-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 UI-116 AS REQD. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L.) EXT. GRADE BACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 UI-113 AS REQD, FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) TO BE APPLIED BEHIND 51 DC-899 AS REDO. GLAZING SEALANT - SILICONE • 12 L-3010 1_11-7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM WINDOW FLANGE BY INSTALLER (TYP,) ALL WOOD BUCKS 13 L-7531 L-7531 AS REQD, GLAZING BEAD BULB VINYL PVC VINYL FACE CAULK 2X Wppp ENGINEERED SEPARATELY 14 SM-5731 AS REQD. GLAZING SEALANT- SILICONE BUCK (TYPJ g TO BE REVIEWED 15 L-3012 U-110 AS REQD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL. BY OTHERS CTYPJ BLDG. OFFICIAL (TYPJ 16 L-3011 LII-133 AS REQD. GLAZING BEAD 11/16"LAM./INSUL. 6063-T5 ALUMINUM i7 L-3013 12 CORNER KEY PER FRAME Q V/ 1/4'1/4' MIN.WWOOD EMBED 18 LD, SCREW -3013 8 CORNER KEY PER VENT • D• 19 L-3013 4 X POST CORNER KEY PER IN-POST 20 8 FRAME ASSEMBLY SCREWS /10 X 1" PH SMS .N. ;E - _ 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS WINDOW FRAME \ 22 2 X VENT 4 8AR 90' HINGES - STD. & H.D. 23 2 %VENT 4 BAR 45' HINGES - STD. do H.D. EXT, GRADE BACK BEDDING -:__-__- 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2"P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE p CAULKING NOT BY WINDOW FLANGE BY - - 'LAWSON INDUSTRIES', INSTALLER (TYP.) 26 4/OPER. OPERATOR MOUNTING SCREWS #10 X 3/4` F.H./PHIL. SDS TO BE APPLIED BY s OTHERS(TYPJ •,'.;`;�, q\ 27 1/OPER. STAINLESS STEEL"C"TRACK EXTERIOR GRADE 28 2/TRACK TRACK MOUNTING SCREWS #8 X 1/2"F.H./PHIL. SDS PERIMETER CAULKING 29 1/OPERATOR STUD BRACKET CONNECTOR STUCCO OR EXTERIOR FINISH r`" "`- BY OTHERS CTYPJ 30 2/ BRACKET STUD BRACKET SCREWS #8 X T/2" F.H./PHIL SOS O BY OTHERS (TYPJ BY OTHERS LATH, STUCCO 31 1/VENT LOCKING HANDLE 1/2" AND EXTERIOR GRADE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS FRAME PERIMETER CAULK DETAIL OWonn FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE: PRODUCTRLi VISDD 34 I X LOCK POINT TIE BAR NYLON GUIDES kTH ULLION APPROVALS FOR fls C01n;J1'in witladw Ylorida CONCRETE OR ) 6 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. 8 ON TYPE, SIZE AND MAX.Building N�. P.T. WOOD N PRESSURE LIMITATIONS.�or.plmtw36 1/LOCK KEEPER(Sf. STEEL)BY OTHERS (TYP) EXm on / �, 37 2/ KEEPER KEEPER MOUNTING SCREWS 21 17 OWER PRESSURES OF n" FIXED, CASEME T WI W, OR B �--� 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM ON S RAU-,G( j A11;,rA, cQo1'mduci(b21ro139 BER SNUBBER INSTAl1ATION SCREWS (/8 X 1/2"PH SI/SHIN X • • • • TRO s7:SOTOS, ,sof RM.te,.Doa., /// /�T([��//( 77�� T• • •• PRO �24'?KKN see A.ReNaod to Com w 2010 FBC �� T/!/ \ ® /\/ 8501 N.W.90 ST.II ►`J 1 d12 S.M.S.X 1 1/4"L B.Renewal and R.4.ion W at—t 5&6 0?7 MEDLEY, FLORIDA 33166 INC. PH No.(305)696-6660 E ELEV. FOR SPACING C.RaviRad to Com w 2014 TOC YARUPACfURSR OP QUALITY ALftYIRUY R'IND0113 ARD CLA33 DOOR3 d'-""rs11/4� •• • - ".-'f, prow Cfwe Port CW . A CbWory: Rsr4/HoM4 lmRy•/: R.,ANenIr O '(MIN.EMBED.) • •• NOA ASSEMMY WNOON 3200LCNOA06-OtB1 5/32• P�tIM� A ➢OWFRAME•• p.w py pew pnw EDGE st�ANT • O • • • • • • • N.ERAZO 07/27/0e Series: 3200 Outswing Impact Casement Window DISTANCE •• • a�» • • • • • • R.wra eJwDW RrWs6 HILL OF MATERIALS LIST AND DETAILS • • • N.HC 06/26/14 ALTERNATE ANCHORING AT SILL M1jIrQON.•AT I'AOItIvlEN P DETAIL Rw41.w 4.we R."N: pea we Rr/nmN.A>a e.w R acro Raw arw RA..a DATE _ � O sEMEw3200-mNOA-01 L3200-0801 4 OP T • • • 000 • ••• • • • • • • • • • • ' I - 5/16- LAMINATED GLASS COMPOSITION - TYPE -A- ITEM A ___._ P-......-_ .. .. •;.:, ;e.FrameWindow.GiazedWith ITEM DESCRIPTION DETAIL 12 32001m act Casement Window Glass Type'' Ty A" Glass GlassType"C' GlassType"D" Glass 1jpeV' 1 1/8'ANNEALED GLASS __ _ --- - ----- - o 13 Configuration:"X" 5/16"Annealed Glass 5116"HS.gass-PV8 5116"RS.Gass Sr6t q' 7116"Annealed 118" NAnrreatedgass 2 0.090'PVB INTERLAYER Butatlte PVB by DUPONT ar ''LB• Size Width Hei ht Anchors DP(+) DP- DP+ DPr- DP(+) DP(-) DP(+) OP DP(+) DP(-) PVB by EOBMan Ch-k.1 Co. ' 0.310• -- 9 O -_ .�--_ () __`)-_ _.__�_ ...._(� () (�.__ t) .._. �� _:_:_-- Code (in) (in) Head(Sill Jamb Pat P4 PSI PSf PSf PSf p PSf Psf Pat 3 t!8'ANNEALED GLASS 12 19.125 26 2 2 59.0 59.0 70.0 82.0 1 70.0 820 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 1 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 6 16 LAMINATED GLASS COMPOSITION - TYPE B14 W 14 19.125 50.625 2 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL N 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 9/16 CO) 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED GLASS _ __ GLA ING ITE 2 0.090'PVB INTERLAYER ° _____� >- H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Snitex PVB by Enstnan Chenkat Co. 6/16" Laminated (_ "is, Q H33 26.5 35.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 1 73.0 3 1/8'HEAT-STRENGHTENED GLASS H34 25.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 0 48 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 5/16- LAMINATED CLASSCOMPOSIT[ON - TYPE C 13 O Hifi 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION 13LT•AIL U 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 I 1/8'NEAT-STRENGHTENED GLASS _____ 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2 0.090'INTERLAYER ° ---" -""'-' SentryGlass Interlayer I 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82O 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS 0.910 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - 14 2020 24 24 2 2 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 9/16 2030 24 36 2 3 1 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 7 18 LAMINATED GLASS COMPOSITION - TYPE D Gl-A ING BITE 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 7/18"Laminated 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 620 70.0 73.0 70.0 73.0 t 3/16'ANNEALED GLASS 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER ae 16 1 3 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 SaTtex PVB by East-.Ch.4-1 Ca. t°TA• W 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 3/16'ANNEALED GLASS N 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 U 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 11 IB LAMINATED GLASS COMPOSITION TYPE S -________ -- 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL =--==__'__=- 2620 32 24 3 2 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'ANNEALED GLASS Q 2830 32 36 3 3 59.0 59.0 70.0 820 1 70.0 82.0 70.0 73.0 70.0 73.0 t� 2 9.090'PVH INTERLAYER 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Snftex PVB by Enstnan Ch.N..t co, .v �© � . 1`) M 2850 32 60 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3 1/B'ANNEALED GLASS .lR• ____- i, /16 2860 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 4 1/4'INSULATED AIR SPACE `�' GSA ING SITE 3020 36 24 3 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 5 t/8'ANNEALED(LASS ' 11/16"Laminated/Insulated 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3040' 36 48 3 4 59.0 59.0 70.082.0 70.0 82.0 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 36 60 3 5 59.0 59.0 70.0 62.0 70.0 820 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 3 5 59.0 59.0 70.0 82.0 PRODUCT REVISED .w plying°villi lite Flolida Ouiidi Acug calla 4710,t7 cepaul,Ot • • • • Hl. Cts i'rodu -1 •• •• ••• • • �•� • NiNalllGedadControl •• ••• •• PRO PE3 i w 65225 E81t A Revised to Com w/2010 LHC LA �Y/ F LIC:}55225 MEDLEY.FLORIDA 33166 S.Renewal and Revision to sheet 5 of 7 ND USTRI E3INC- PH No.(305)696-8660 E+J •• • � G RaNsad to Ca w 2014 MC MANUFACTURER OP QUAIJYY dLUY/NUY WINDOWS AND CL1S8 DOORS • •:• ••• ••• `• : T -efvaMrt CWr. Y I CbG/ory: 8Mta/.WL Ile.w 08-01 I: RwNlon/: • • ••• ; • •• : • • : ; 0 0 ° W"Bw N. ERAZO 0°7%27/oe Series: 3200 Outswing Impact Casement Window ••• • N • .ERAZO• •• ••• • • 'A°A a GLASS & DP CHARTS AND GLAZING DETAILS FOR T' UNITS • ;�. �2414•.-• OB/26/l4 LU R.N.ren e.s.e CesaT.: naaass a � ,� - �-01 L3200-0801 sA«a 5 OF 7 DATE__' • t � r 5 18 LAMINATED GLASS COMPOSrr[ON - TYPE A 12 - - .-:: Flange Fratne.WintlowGlazedwffh ITEM DESCRIPTION DETAIL I 32001mpactCasementWindow Glass Type"N', Glass Type"Er' Glass Type'C' GlassType'V' Glass Type"E' 1 1/8'ANNEALED GLASS ._ = 13 configuration: 'XX 'XO or"OK' 5ns^MRealedGass 6M6' -PVB 6tis"KS.Gass SC? Ins"AnneakdQass 11H6 Annealed Gass 2 0.090'PVB INTERLAYER A g f Butacite PVB by DUPONT or ' ---- --020.4 Size width Wight Anchors OP(+).__DP(-)_ _a'(+).-. .DP(•)..-. DP(+) -DP(� ,�+)-'-�1-DP(+) OP()-.. Saflex PVB by Eastnon Chentcal Ea .- __Code.. ..._fn)... .(n).. Flead/Sill Jamb _ _Psf P� P6f P� Psf PS P Psf Psf P$ 3 1/8'ANNEALED GLASS N 22 37 26 4 2 1 70.0 70.0 70.0 73.0 70.0 820 7Q0 73.0 70.0 73.0 W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 7110 820 70.0 73.0 70.0 73.0 6/16" LAMINATED GLASS COMPOSITION - TYPE B 14 51 N 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 9/16 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED GLASS GLA ING BITE 1_"' 32 53,125 26 4 2 70.0 70.0 70.0 730 70.0 820 70,0 73.0 70.0 73.0 2 0.090'PVB iNTERLAYER a - Snrlex PVH by Eost-n Chenknl Co. j0 �- 6 16"Laminated O 33 53.125 38.375 4 3 70-0 70.0 70.0 73.0 7110 820 70.0 73.0 70.0 73-0 3 1/8'HEAT-STRENGH7ENED GLASS I a"a' 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0, 730 70.0 73.0 48 2 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 5/16" LAMINATED GLASS COMPOSITION - TYPE C 13 0 D22 74 26 6 2 70-0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL D23 74 38-375 6 3 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED GLASS _ D24 74 50.625 6 4 70.0 70.0 70.0 73.0 7110 820 70.0 73.0 70.0 73.0 2 0.090'INTERLAYER osr 025 74 63 6 4 70.0 7110 70.0 73.0 70.0 820 70.0 73.0 70-0 700 SentryGlass interinyer by DuPont ::.._..__.._...._..___.._.. 3 ve'HEAT-STRENGHTENED CLASS asa•7 3020 36 24 4 2 70-0 70.0 70.0 73.0 70.11 820 70.0 730 7QQ 73.0 3030 36 36 4 3 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 14 51 3040 36 48 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 9/t6 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 GLA ING ITE 4020 48 24 4 2 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 7 16 LAMINATED GLASS COMPOSITION - TYPE D W rt8M DESCRIPTION DETAIL 7/16"Laminated 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 t 3/16'ANNEALED CLASS er N 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 2 0.090'PVR INTERLAYERI el -� 16 13 W 4050 48 EO 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 S.Flex PVB by Eostnan Chemical Co. T woo• g 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3 3/16'ANNEALED GLASS Q 5030 60 35 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 7110 73.0 70.0 73.0 11/16" LAMINATED GLASS COMPOSITION TYPE E - --_---- - 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 7QO 73.0 70.0 73.0 ITEM DESCRIPrtON DETAIL =-___=_=_-= 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 Ire'ANNEALED GLASS 6030 72 36 6 3 1 .0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 7110 7aO 2 oD9o'PVB INTERLAYER _L 14 51 6D40 72 48 6 4 70.0 M. 7110 700 70.0 820 70.0 73.0 70.0 730 Sarlex PVB by Enstnan Che.1-1.Co. --��--® _tea• 6050 72 60 6 4 1 70.0 1 70.0 70.0 73.0 70.0 820 7110 73.0 70.0 7a0 3 1/8'ANNEALED GLASS ==_==_' "_ 9/16 - 4 I/4'INSULATED AIR SPACE GLA ING BITE 5 1/8'ANNEALED GLASS .�' -_ ..-. 0• 11/16" L xninated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS PRODUCT REVISED :rs cmaplyiDS witq Uls Plolida 063. 2-0 • • • • • Acccplsx No •• e. 0q 01 7. Q s • • • • •s • • • • ss 'Jiaml Dada'rodOd Control • • • •• 9 J O �1 J1 I I 1 9 ••• ••• ••• • • • PRO F(. COIN Rr� xA�Revhaed4to w 2010 FOC 8501 N.W.90 5T. C`- 6 R-I oad Revision to sheet 6&6 of 7 MEDLEY, FLORIDA 33188 1VDUSTRIE a^• INC. PH No.(305)696-8660 • G Revised to Com ty w/2014 FBC MANUFAOT'DRSR OF QUAIAI'Y ALUMINUM WINDOWS AND CUSS DOORS ••• • �' • • s /fI. am,v Cl 'r PMt Cf S 0- xeries/DWaN 'LCNOA f.,n RV•1: xeweloo 1: • • • • • • •• • • / ' MOA ASSEMBLY Pend Ca WINDOW 3200 OB-OI * • • • • • • • • • !/ r• `K sawn xw oaM D.aiun.• ••• • • . • • • • • • • N.ERAZO (17/27/06Series: 3200 Outswing Impact Casement Window • s• • • • • • ,� { xs: xae xw'.ea• GLASS & DP CHARTS AND GLAZING DETAILS FOR =-OX-XO" UNITS ••• • t�J N.ERAZO 08/26/14 s;,' Rea'elen LowN C seat" Ae1w<xU CAS E ENT33200-O8HOA-01 L3200-0801 sA'•N 6 OF T ,DATE000 __=' • • • •••s� •s• .go •• •• ss• • t t O FRAME IN-POST RAIL 218 L-3003 VENTbRW 1.x35 4" e}" ASSEMBLY SCREWS 6063-T6 ALUMINUM 2- 10 X 1 1/4"FRAME HEAD " ASS rI l �(IEWS P.H./HIL.SMS L-3001 P.H./HIOL.SMS 17VENT RAIL6063-T6 ALUMINUM 2.250 --_-_0.062 _. -___2.312 m �__.062 0.062 � 1 ____6271 1119 , .Ob2ANCHOR CLUSTER -(HEAD/SILL TYPICAL) f vENr a4.797 FRAME JAMB -_17 .21 1,675 5 6 8 INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 500 2 3 4 VENT RAIL FRAME IMPOST 0.062 L-3004 SEE MULLION APPROVALS FOR FRAME SILL / JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. o9a 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, 2.150 CASEMENT WINDOW OR MULL SHALL GOVERN —.062 2. 2 1/4' MAX. .062 0.06 SHIN 12 S.M.S. X 1 1/4" L. I SEE ELEV. FOR SPACING FRAME SILL sv 2.399 0.686 1. ALL STEEL IN CONTACT WITH ALUM. TO B£ PAINTED OR PLATED. 2. METAL OR 0.078 FRAME SHEAR PLATE 47 L-3007 0.340 _� (STEEL OR ALUM. 1/8" MIN. THICK) T 6063-T5 ALUMINUM i—� o� A) STEEL Fy = 36 KSI MIN. ASSEMBLv SCREWS 1 215 B) ALUMINUM : 6063-TS MIN. 4-glL x f 1/4' 1.231 ll�P.H./PHIL SMS ALUMINUM SNUBBER SEALANTER `3B WINDOW FRAME FAM IMPOST D TAI 38 L-3014 0.377 6063-T5 ALUMINUM META L• STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP .094 11 L-3006 F_ FIXED LITE MOUNTING BRACKET PRODUCT'REYISED os canplyio%w4t1f the Florida 6063-T6 ALUMINUM ,970 L-3005 1;uildingCodc. ,�(`�(3Qa. � 0.094 6063-T6 ALUMINUM 1 �_-s?�(i-'�r2_. 0.188 I I Acte Rtotce at G�piNNignAdc 26 70 2.794- . 7Mt. • • • • • •• 'c N.._..._._ • rt " 2.794 q7a • • • • � ..1,...•a.• r+N'm1l Dodo Ptod6ct Contro`� GLAZING HEAD 16 GLAZING#EAD •• 4 • • • rxouAs Bozos twd.f•w Net•., 12 • • G[ti �FjD PROPE9SI N(+INE1 A.R.,b d to Comply w/2010 FBC 5/16"Laminated • •• 9 /1I.tr .1226 •: `'= 1L/18"Inauldj�l/Lat•ilA�.ed �7f 8"Laminated B.R—d oed Revision to 6-1 b k 6 of 7 LA W ®N MEDLEY,FLORIDA 33166 L-3010 or L-7706 L-3011 or IAI-133 L-3009 or LH-169 ��' 1vDiJs•r1¢IEs I PH No.(305)696-6660 6063-T5 ALUMINUM 6063-T5 ALUMINUM C.ftli d to C.m 6063-T5 ALUMINl#1 w/2014 FT;C YANUPACrUN%R OF QOlurr ILUYIMUY►1NDOiYB AND CLASS DOORS 0.050 • •• • • r pwe ew..• P•.t efe.w rw c.t•ss.w s•.r../ua.e rt•". p n•.+.rae d: • ••• •0. • • _ ,+ Aevm I/OA ASSEMBLY I MOOW 3200 OA OB-01 0.801 0.&OLO • • 0.801• • • • en oaa aww.v • �• • • N.ERazo 07 22 0B Series: 3200 Outswing Impact Casement Window 0.391 • • • �26% • • R ,d SW D"f•s —1 o.o �• ERAZO OB 26/14 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS 0.688O.NS • ••• 0-6�� l �'CT s.www c..vc 3•sk: ArGuet M 1•Numler. Dx •• DATE C CASEMENT3200-06NOA-01 Al mew L3200-0801 7 OF? • t� V/ MIAMIDA1DE 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.miamidade.&ov/economv 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 IISDG-9200"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. 9000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •9999' 9999.. LABELING: Each unit shall bear a permanent label with the manufacturer's Mne'br logD,.dity, state, series, and following statement: "Miami—Dade County Product Control Approved",'Wess otherwise notetl' herein. ••'••• • 9999.. 9999 9999 . . RENEWAL of this NOA shall be considered after a renewal application has bees filed and theirs has beetr•.9 no change in the applicable building code negatively affecting the performance of4kj pmduct.�• •• •• . . .. .. 9999.. TERMINATION of this NOA will occur after the expiration date or if there has hee.n a revision or change • in the materials, use, and/or manufacture of the product or process. Misuse of the NOS,as an endprsemertt...;. of any product, for sales, advertising or any other purposes shall automatically terminate this N4X'Failure to comply with any section of this NOA shall be cause for termination and removal.oMA. ••• ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Morlaa, 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—x204.12 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 Cl-DADECOUONTY ( vrr� Expiration Date: February 13,2018 �• �- 2� U Approval Date: May 07,2015 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14,prepared by manufacture, dated 09/25/12,with the latest revision`B",dated 04/15/15, signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SOD, 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 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI41-3330, dat ed 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and .HETI-12-AQ6A,• dated.... 09/24/12, all signed and sealed by Rafael E. Droz-Seda,P.E.'••' •• •' (Submitted under previous NOA No. 12-1204.12) •••••• •••• •••••• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading DUMC,TASr202-94:.... 2) Large Missile Impact Test per FBC, TAS=---;)4 •....• ..... 3) Cyclic Wind Pressure Loading per FBC, TAS203-94 . •.:..' along with marked-up drawings and installation diagram of air Alumlrroni'Slidirig••:• Glass Door, prepared by Hurricane Engineering & Testinj,, a rc:, Test Report No. HETI--12-4041, dated 10/12/12, signed and sealed by Rafael.E.Dxoz-S ,-P-E. ,*•••, (Submitted under previous NOA No. 12-1204.12) •""• 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 0 • 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--I1-3291, 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 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, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis, Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and pealed �,y apseph •(�.•••• Chan, P. E.; FTLr-3424, dated 04/18/02, FTL-3425, dated"04729/01, UTL-3426, .• dated 04/26/02, FTL -3492, dated 06/20/02, FTL-34", :dated 66r;24702 anti•:• FTL-3516, dated 07/12/02, all signed and sealed by James G.*With,P. E. • :....: 0000 •••• (Submitted under previous NOA No. 02-1126.04) 0000 • .... 0000• •0.000 • • . .•... • • Y C. CALCULATIONS •" •• so Y •• •••••• " 1. Anchor verification calculations and structural analysis;"Cpr$plying with FBC, •" prepared by manufacture, dated 04/28/15, signed and sealed by Thomas 7,9d®,P. 1'`•0•• • • 2. Glazing complies with ASTM E1300-04/09 :00000 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). .Iatme D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-2 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass 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 GIass 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, ex irin y 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 GIass 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 FBC 5"' Edition (2014), issued by manufacturer,dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto P. E. • • (Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-14 cP269, dates 85/16/1-1-,- HETI-11-3270, 6/1.1-•HETI--11-3270, dated 05/16/11, HETI-11-3271, dated l0/ZO/11, HETr11-32%4... dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-1<-.'j j#5, daQ:j W20/3 L .. HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 1442Q/11, HETI-1.1-3347j..' dated 10/03/11, HETI-I1-3313, dated 10/20/11, HETI-1.1433N, datcd6 4/20/1•b,•••- HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 0=tT4 , HETI•-12-4040, •. dated 10/12/12, HETI-12--4041, dated 10/12/12, HETI-f11-4051, daled•a6/13/12; HETI-12-4052, dated 07/10/12, HETI-124053, dated 09f20 %, HETIaJ�21-4034;••; dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-Irl-W6S, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under previous NOA No. 12-1204.12) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowwum) 4. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11 3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11 3313,HETI-11-3314,HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-124052, 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 NOA No. 021126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL--3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-34262' dated 04/26/02, FTL -3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12--1204.12, issued to Lawson Industries, Inc. for their •••• Series "SGD-9200 Aluminum Sliding Glass Door-L.M.I3F, approved•op Ar/31/15••••• and expiring on 02/13/18. •• .. •••••• •••• •••••• • •••• •••••• •••• •••• ••••• • (/ • • • •••••• t Jaime D.Gascon,*P.E. Product Control Section Supervisor NOA No. 14-0908,02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-4 I MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEES v=Wf SEE BELOW SEE BELOW SEE BELOW /-'!NOTE/5_ NOTE f5 NOTE.j5. F ; ; F �t {, IMPACT SLIDING GLASS DOOR o ro 0 0 ® F m o t-7 i i % Y i i 0 % Y: / Y� x i fO ao q o a % o ` a / General Notes: M y v z r a' a' 6 / o; m L4 ,. 7 T- 4- 7 I. .,p sp a.-7 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE a O i m t i i v p• p• t,l ;m a, p, p, p, REQUIREMENTS OF THE 6th EDITION (2014) FLORIDA BUILDING CODE INCLUDING o a V O S 1 ,4 ,p •� HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. •-0 .� Oi 1J p' p• •p p, p• �� .q a:, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ; t I i 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z rR UO Xr LP 'i ] O or RP- XX or 1X r 2D/2T - r 4D/3T - XXXX or 4D/2T Y RESISTS THE SUPERIMPOSED. IN ACCORDANCE WITH THE REQUIREMENTS XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP OF 2014 F.B.C. & TO RE REVIEWED BY BONDING OFFICIAL,. ,6 W= 4 ., 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR M CL C3 O SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND CJ o .NI. / 20/2T - RP AS TABULATED ON SHEETS 2, 5, & 8 of 14. tj O RIGHT 2POCKET SHOWN ZD/2T RIGHT POCKET SHOWN 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE icli (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) 40/37 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO A BE REVIEWED BY BUILDING OFFICIAL. A V 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF `� O cL ANCHORS INTO WOOD ONLY. SEE BELOW 4D/2T 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS ;Av. NOTE/5. 20/27 - LP/RP TYPES TABULATED HEREIN (SEE SHEETS / 2, 5, & 8). z z �- _47.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, S. 7, 9, 10, u F ; SEE BELOW & 11 OF 14. - o u A �j�, ��/" s°��/5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED C/'� c ,� a � Yl % a 4D/2T - LP/RP W/ SILICONE. 1 C, 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE kk I m p• p• C• rI ANCHORED IN COMPLIANCE WITH THIN FBC 6th EDITION (2014) CHAPTER 24. N a .4 4D/3T - LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS 1HTEL FD0;0 01 A. i LEFT POCKET SHOWN PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. �I I •p I r k (RIGHT POCKET OPPOSITE) 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED \j A 3D 3T - XXX or LP- XX or RP-XXX PRODUCTS USING A MIAMI-RADE COUNTY APPROVED MULLION IN BETWEEN M ARE l O NOTES- ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION ul 1) REFER TO SHEETS 8 OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM, FOR GLAZING TS9,OPTIONS AND DP CHARTS. 4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS p 3. 4, 6. 7, 9, 10, 2) REFER TO SHEETS 9, 10 h 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. - o k a FOR TYPICAL CROSS-SECTION DETAILS. (RICHT POCKET OPPOSITE) 3D/3T 3)REFER"TO SHEETS 9 OF 14 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS r FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 4) PANEL STACK CONFIGURATIONS AREr t. REVERSIBLE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER 5)FOR POCKET WALLS SEE GENERAL TO SHEET 11 OF L4 FOR ADDITIONAL DETAILS. 3 S $ n a d S a 30/3T - LP NOTES 115& 16. 16.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. r $ RIGHT POCKET SHOWN - 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE (LEFT POCKET OPPOSITE) - REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS yi A % y, /. / / LARGE MISSILE IMPACT $Z pill '/ t DOORS GLAZED WITH LAMINATED GLASS RATED FOR g 4- n6 a `4' LARGE MISSILE IMPACT AND REQUIRE IN SHUTTERS. .4 4I ; ai p• ov • w 4: u 6:' �- o, OLet 2D/2T - XO 20/27 30/27 - OXONOTES - 40/21 - OXXO 2 DOOR 3 & 4 DOOR • ••• NOTES PRODUCTRBVIS6D o °•• �;: ► �. 1) REFER TO SHEETS 2 OF 14 FOR• • • • 1 R m welplying widt l6e Florida 9 1Z FOR GLAZING OPTIONS AND•DP CHARY. • • • • ) ��S 5 OF 14 FOR ///.�� • • • C C 0 KI AND DP CHARTS. BugdWgOodc /1 O S.O Z ��'Sr Tia_1. w �� ,(''••.... , W 2) REFER TO SHEETS 3& 4 OF•4f • • • • • 2j 0 E 6&7 OF 14ffffhff Hl4 6 FOR TYPICAL CROSS—SECTION OBTAILS.•• • • • F SS—SECTION DETAILS. 3) REFER TO SHEETS 3 OF 140•• • •• • 3)REFW TO SaF_ETS 6 OF 14 — q FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. �®rd Uadaltoduct Caro" , • • • • • • • • • • ••• • 0 • ••• 0 0 " \ DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8" MAX. NOMINWIDDOOR WIDTH AL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' FT.)IN. F./IN. EXT. (+) INT. (-) EXT. (+) In (-) EXT. (+) INT. (-) EXT. (+) INT.(-) 13 1/4- MAX. CLU,ST q 5/0 SPACING LIMITATION: TYP. AT STILE ENDS Mchan not to exceed M ro y v (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 10 1/2"O.C.of Doors HEAD/SILL 6" MAX. TYP, amalNr than fio'fn•i In. HEAD/SILL N<; O a a. 6/0 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 A ( 6" CORNERS m o c 0 x a (NO STEEL) \ w v Tn (WITH STEEL) 8/0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 2i z° / o la 8 0 8/0 56.7 65.0 56.7 65.0 X X X XLAM. GLASS (WITH STEEL) 7/16' Azo o DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) C ��. U �� am a NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' '�r '�r �� v C) z WIDTH HEIGHT r X L x n e FT./IN. Ff./IN, EXT. (4) INT. (-) EXT..(+) INT. (-) EXT. (+) WT.(-) EXT. (+) INT. (-) a < _ g4 r/ r/ n a Ci w a (NOSSIEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0. ¢ -m o I ® z � p nor na ^J\ T� a �" t7 (N6/STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 0) - a W 11 K e 8/0 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 SIM REINFORCING p (WITH STEEL) AS REGO. CQ 6/0 o SEE CHART AT LEFT 03 (WITH STEEL) 6/0 65.0 65.0 65.0 65.0 X X X X k A o X B O Cn Cn w NOTES 1) REFER TO SHEETS 3 k 4 OF 14 / /4" MAX. d FOR TYPICAL CROSS-SECTION DETAILS. 44 3 -0 a 2) REFER TO SHEETS 3 OF 14O.L. OPG. c FOR TYPICAL ANCHORS AND NOTES. 50" MAX. vg N sa 50" MAX. PANEL WIDTH 4 m s b ~ MAX. D.L.O.: LAMINATED GLASS PANEL WIDTHo Q n a`8 - 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 3 DOOR - TWO TRACK r g . XO OX 8/0 X 6/8 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION S y - coj APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4' X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT = o S (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) URGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. s o z z . = a BULB VINYL17 BULB VINYL 17 BULB VINIC 17 13/ 4. c -2 /16"HEAT STREN'0 GLASS 3/16'HEAT STREN'D GLASS 3/18•HEAT STREWD GLASS T STREWO GLASS - T�E o "ash 090 INTERLAYER 090 PVB INTERLAYER 096 SAFLEX HP VB SAFL.EX `4 b s of d DuPont SentryClaea by. 0: DuPont Butacite by; a Gear or Color Claes Interbyer ar Color Gasa Mtarlayer " 111 1 w EI. DuPonl OeNemaurs k Co., Inc. w EI.OuPont DeNamours&Co.,Inc. w by:Solutio,Inc. � wutio, Inc. ~ - 3/16"HEAT SIREN'0 GLASS•• ~• • • L= r p1e11TTrp m /tai"HEyj ST�EN'0�`(SS CO 3/16"HEAT STREN'D GLASS m 'HEAT STREN'O GLASS Z • Z • SILICONE • g to *SI • • • • Z rn Z ��\5•.••"°•°••.,,�I/�¢ SCHNEE-MOREHEAD 5731 • to•• 5�� SILICONE tICONE ,��G,. •.•�fi i�� LIE �F( 5771 SCHNEE-MOREHEAD 5731 O1NEE-MOREHFAO 5731 ffi H ap I-DOW CORNING 899 lb S • •DOW CLCONIL•�899 �0 DOW CORNING 699 a0 JW CORNING 899 T_d a�+•%,.u) M. y'\V1:� fREMCO SPECTRUM 2 ••N • T*EMCO•SM;TR%%f \ TREMCO SPECTRUM 2 \ EMCO SPECTRUM 2 o1 r'�'�rj cm O �,40 ,� Sg r Ln spa ; o zLO .; �'TlsiO c .p�r• REVISED o • •• 09 0 PRtu-ild ayT od •�Gy d. 6.02 •• • • • `••• w .•GLASS TYPE 'A' ••• • GLAS '�y F. DGLASS TYP@ 'C'• •G DadaIma-CoolrolAZING DETAILS • ••••• • • • • • • TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING TYPICAL ANCHORS B1 PAIRS METAL ^ SEE ELEV.FOR SPACING ��-ANCHORS IN PAIRS STRUCTURE 02 ti 1" Min. SEE ELEV.FOR SPACING 1BY dge Dist. X o o 1 7%4• e/.t 6. ° i a W000 suac 4N. eEo.) 2"'MIN.�. - .. . n - x x M I y A) n vl I �I. to u Q' z L_ MIN. TYP: 1 /N" i a' � d (MCN.E46Eo. -<� 9 vna Myo..e N b ad OO C) y � m p N . o 1 X IdETA<•STRUCTURE ATTACHMENT 1�1(A� Z y i co NOTg. W x C 6 N 1.ALL STEEL AJ CONTACT wml O 18 IS \NO • Min. 3 4° Min. ALUM. TO BE PAINTED OR PLATED. F Edge Dist. 2. 1METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS CS q Edge Dist. Typ.) SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS A)STEEL:Fy.36 KSI MIN. 7i O (STEEL 12 GA MIN.THICK-0.105') L7 r-� V] O SEE ELEV.FOR SPACING 8)AWMINUM :6063-T5 MIN. N 4 (ALM.0.078"MIN.THICK) V � �0+ .�.T 0�1 10 TES FOR SPACING) 28Y Wood k SuWtrote or L 17 I 11/4• wood stru lure w/(SG) MIAMI-RADE COUNTY I I (MIN.EMBED.) Spacifn:C lye.55 W.(Typ.) APP_ SEE SEPARATE N0p 7/16'-LAMINATED GLASS 1 i 3 N 0 I I NOTES: T) REFER TO SHEET 2 OF3/4" q E o FOR GLAZING OPTIONS AA 3 4" Min. aS AND OP CHART'S. Edge Dist. a ) II 2) REFER TO SHEET 4 OF 14 N A _ 2 0- FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND META.STRUCTURES NOT BY LAWSON IND. CJ r, p OM I ) I I 3) REFER TO SHEET 2 OF 14 = w (yr FOR MAX.ANCHOR SPACINGS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND U] x W TRANSFER THEM TO THE BUILDING STRUCTURE. Ow Q zI U tree C TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING oe a a Y i a ANCHOR HARTCONC. IN or MAso NRY' mfn, n ; o I w°dam ANCHOR OPTION HHAD-SHL IAMB 8mabedmen Bdge DI.L.C....te n e n •$a N I I I i C ELCA ULTRACON 1/4' 1/4' 1 7/4' 1' 2.85 Kei ; C-4 -,O2 BUILOEIC 1/V - 1 7/4' 4' 72 Ki H p cN IJ $ O _ V1 N BtAtDE1C - 3/16" 1 3/4" 3' 7.2 Ker L . ANCHOR TYPE CHART IN 2X WOOD BUCK min. c E u j17 v)= M/N ANCHOR OPTIONS HIGD-SIIJ.IAMB Bmbedmen �+ I I t/16'or 1Edge Iz reed SILL RISER -p w ui ELCO ULTRACON 1/4' 1/4' 1 1/4- 1' .55 SC < � e AOHER10 ( I I 5 WIN SSILICONE TO ILL �N N BUILOEX 1/4' 1/4• 1 1/4' t' .55 SG }z ea b FULL LENGTH OF UNIT S.M.S.(Into 2K) ia /12 /12 1 1/4' 1/4-DRILL FI FX SFLF-DRILUNG SCREWS S INTO METAL STRUCTURES 1 b le Oil , O � STEEL : 12 GA MIN. (Fy a 36'KSI MIN.)?P3 etst±-rtes •• ALUMINUM : 1/8-THK. MIN. (6063—T5 MIN.) 21 ,�pzt` •�; �As♦A♦ 1ME • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) �� 9 j°,, 14 #10 S• �AC ' Vn• to •N • .,�C)' ,n .�d=.•A'. a • a INTO APPROVED MULLIONS(NO SHIM SPACE) m w,;L};,` c. O O�j A:R W•• TYPICAL EDGE DISTANCE �Z�_ ul :.�. N (1/4') INTO CONCRETE AND MASONRY= 1'MIN. (ELCO UURACON) N;U p H •p:� •. :•:::.•: •:. (1/4-) INTO CONCRETE AND MASONRY= 4-MIN. (ITW BUILDEX) 9 •r— .� •'• • �.�20_ '.• •• •• s PRODUCTREVISED (3/I6") INTO CONCRETE AND MASONRY =3-MIN. (ITW BUILDEX) 2i ♦i Gj [IG MlJ�. - •!1/4 ,i or AP VEO BY EDR a compagl�kh Ow Florida _ o ♦♦♦ • ,:�� Q (MN.�EO.) ! INTO W000 STRUCTURE: 1'LGN. - • •- • Yl t 3 K E �1�TD Conc.Q 61Acocpomcd No eiQ�INTO METAL STRUCTURE 3/4'MIN. �� ♦A ' '•• •FROM S C ELLVARRR�I��T11T SHEET U 7�02i7 g_F.AI.ANTg: w 1<<Illtttl► T� Nan-Shrink Non-Mel1A1R• • >YP L FO NAIL AGTNO.• • FRAME 6 Grout.W Minimum 5 Kai RS AIOSCREWS AT SILL SEE ELEV.FOR SPACING • • SEALED WITH WHITE/ALUMINUM COLORED SEALANTq edeProdua Centro ••• • • • ••• • • MIAMI=DADS MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iyww.miamidade,¢ov/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 P tY 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`ASH-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 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••° LABELING: Each unit shall bear a permanent label with the manufacturer's name of logo; gW estate, series, and following statement: "Miami-Dade County Product Control Approved",Vkttgs otheAlM noted"• 0 herein. ""'• • •..•• RENEWAL of this NOA shall be considered after a renewal application has been°fj"dnd thdre kas been°.... no change in the applicable building code negatively affecting the performance of thisetood0uct. •• •• ••• TERMINATION of this NOA will occur after the expiration date or if there has btEn i revision gr change •• in the materials, use, and/or manufacture of the product or process. Misuse of this V(3Y�s an%ndoriement• •�; of any product, for sales, advertising or any other purposes shall automatically terminates this NI7A'niluure to comply with any section of this NOA shall be cause for termination and removal df.404. ° °°° :• ° ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flbi•ida,' 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. 12-0127.16 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 MfAME r7ADE GOUN7Y r ,.�. Exiration Date: December 27 2016 Approval Date: November 06,2014 tc : t` Page I . I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sttbti:itted-under pet viotts NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series--7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F.Font,P. E. (Subtttitterl underpervious 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 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-08-2003 C,HETI-08-2004 A,HETI-08-2060 A,HETI-08-2060 B, HETI-08-2061 A,HETI-08-2061 B,HETI-08-2062 A, HETI-08--2062.$,. HETI-08 2063A, HETI-08-2063B,HETI-08-2064A and HETI,08 206,410;` 6906:6 dated 03/15/08, signed and sealed by Candido F. Font,P. E. •• • : ."••. .. (Submitted un(ter 000:000:60er NOA No. 08-0825.17) " " *00000 3. Test reports on: 1) Air Infiltration Test per FBC TAS 202-94*::::` :••••' 2) Uniform Static Air Pressure Test, Loading Per.FBC TAS=-94 ..... 3) Water Resistance Test,per FBC,TAS 202-49SF••• 00:0*` 4) Large Missile Impact Test per FBC,TAS 261-94 " " """ 5) Cyclic Wind Pressure Loading per FBC, TM*V-94 , `• • „:• 6) Forced Entry Test,per FBC 24113.2.1, TA$ 202-94 :."•' along with marked-up drawings and installation diagram of at a0n'inum singil hung`• fin window, prepared by Fenestration Testing Laboratory, Inc., Test Repdrts•No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NDA No. 01-1009.01) Jaime D. Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 • ) —I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted underprevious 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 HP 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 FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as 4.W• profit corporation, active and organized under the laws of the State.of Flduida,*dated••••• 04/11/14 and filed at the Secretary of State. •• •• • 3. Statement letter of conformance, complying with FBC-2010,'dittr01/251PZ,'signed and sealed by Thomas J. Sotos,P. E. •• • . .... .... . . (Submitted underprevious NOA No.12-0127.16) ' .... .... ..... 4. Statement letter of no financial interest, dated 05/28/09, signe&axi•gealed�by stomas• •• J. Sotos,P. E. •• •• •• '• ""•' (Submitted under previous NOA No. 11-0705.09) • 5. Notification of Successor Engineer for manufacturer's NOA,docij ment pet'Stctio� • 61G15-27.001 of the Florida Administrative Code, notifying afig:nal engiaaer tha; ••: the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) Jaime D.Gascon,P.E. Produet Control Section Snpervisor NOA No. 14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 1;--2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A,HETI-08-2060 B,HETI-08-2061 A, HETI-08-2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08-2063B.HETI---082064A and HETI-08 2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01--0406.08) G. OTHERS L Notice of Acceptance No. 12--0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. • •••• •••• • • ••Y• •Y•• Y•••i •• •• •• •• •••••• • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014_, E-3 -48'— INSTALLATION 8'INSTALLATION ANCHORS WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH (A)4 NA%.AT FRAME HEAD �i (e)NDMEMR FRAME SILL l3 3/4' t-�- INSTALLATION ANCHDRS (A)4 MAY,AT FRANf HEAD (C>FRAME JAMBS<SEE SHEET p4) A MAX.O,C,i (A)4 MAX.AT FRAME HEA➢ l0 15/16' A (In NONE PER FRAME SILL +{ 13 3/4' (D)NONE PER FRAME SILL MAX.D.C. <C)FRAME JAMBS(SEE SHEET p4> {\ IMAX,D.C. 6• d ,z T'- F NA% <C)FRAME JAMBS(SEE SHEET N4) 6' 6 IHERS) 6' - 6' o G) E- ALL C � ALL CORNERS p")j I � E- ALL O.L.O. Wid ALL CORNERS "43 9/16 11 _ L' .v ;; •u p so d Tp o u u �. J rl l I / 1a zIF 10 i/a3/8' z y MAX.ABOVE i, d 11 �� of MABE � / II IL• 4o MEETING RAILS a W AX. 0 11 Cela ¢F 10 3/I6' OV _ SL B Gil zr'' IMAX,pBOV �' .., MD D.L.O.Wig th >< W= •2, Il'i rn §g4 6? n8 N41d 'i MEETING RAIL MoX.".LA48 I fidt' y ,o tty •, =1148 11 1ryl b oo a O 11 HEFTING �y4� 41Xya v B 11 '� owe' 1,. ' B SJ 6' VI�y a� n� �u''A' ,�3 `i Ir a l RAIL ^Q ^a 3 <9 g�g �y ^� 5 MEET NG •� U' tz xe z I{ n o RAILSm, I I A a s a yr ', / .' �� '{ / .' ' € o 9 7/8• _ a _ ag_ MAX.BELOW i g t0 3/4' f/ u U MAX.BELDW --__ II- ., a HEETlNG RAILS = _ ¢ MEETING O ET RA tj z Alt 6'MAX "'MAX 6'l I I r N �111t W EXT.&INT,FALSE COLONIAL EXT.4 INT.FALSE COLONIAL 47.990' y,t2g• MUMTINS ARE APPLIED W/ 52125, MUNTINS ARE APPLIED . W/SILICONE AND ARE W WINDOW WINDOW DUCK WIDTH N V AV SILICONE AND ARE K WIDTH WAVAILABLE AS OPTIONAL. O DI WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. 48 x 78" EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION � I, 'INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) h A I (LIMITED TO LOADS ON SHEET 4 OF 6) LJ Ul General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME z 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53,125• ~ OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS WINDOW FLANGE FRAME WIDTH tt VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A)4 MAX AT FRAME HEAD (H) (SHUTTERS NOT REQUIRED) (C)NONE PER FRAME SILL —1 13 3/4• FRAME JAMBS(SEE SHEET 94) MAX.O.C. \ 2.) WOOD BUCKS SHALL HE INSTALLED AND ANCHORED SO THAT THE BUILDING A MAX. a RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS TTPlcal Ar N $N�$ OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6' L CORNERS o 3J D.L.O. Width s n m ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES I M-;;48 11/161 � _ ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. al .�� _°J F6 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE N e 5/a• °'_=== 1f ;R=== os S a ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND S rcy MAX,ABOVE {✓� ' 'I o u TO BE REVIEWED BY BUILDING OFFICIAL. ya D b.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS w z B ii 4 TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE n a= TT a m LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). v y� 6 MEETING BJ SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. J RAIL 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. g5t x ii ` SiY, 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. •• ••• • • • • • •• n `s w w • • • • f • • • ! �, � � {F111ititF 9.) EXT. At INT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AN*ARE APPIdED IVSRICONE• • • 91/aIBELOW d_ a ;°too tfA✓ ,,r 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSUI& TREA CD.�ND�ANfiILO�ED••• • � MEETING RAIL � o n �( � ••,34, sa yy r (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEE'1'•M2 FOQ�jTAIL•F•NOTIiS • • !• =_ • I ; .i o n •• WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, N n RODUCTREVISED �' r;`,� ?'•wt SECTION 11.3.3.3. "HAY 1 IyCoalvlth the lllorida IS.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. nS 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF JIUM12 E COU NY AP lf D •• • I px�NmcoNu NN • WIE « • ! L Demo. te FT��r1 { ✓w WINDOWS USING AMIAMI-DADS COUNTY APPROVED MUI.1�0 IN TWEEN +RE AC P'�4HIE ••EXT,�8,INT.FALSE COLONIAL 1sTl ar._'Ta' BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS DIF APPROWAL lALL•AP)LY• uNy NS RE APPLIED W/ TO THE ENTIRE MULLED SYSTEM. • •• • • • • /2ILlfNE AND ARE WINDOW HULK WIDTH di9D17 de Mo uctCDOtrol"� o =✓,:'.. "' .'e.t 1 • ••• • • VA P!fl E As OPTIONAL. EQUAL LITE ELEVATION 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DET6E6 & ONIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003,8.4 OF THE 2014 FLORIDA BLDG. CODE. q • •• •• • • • •• •• 1/4' TAPCON W/ 1 I/4' #14 SMS W/W/1 1/4' ALL OD BUCKS ENGINEERED SEPARATELY MIN. EMBEDMENT INT❑ CONI. WOMIN.EMBEDNENT INTO WOOD. LAMINATED GLASS .PT.WOOD BUCKS (SEE ELEVATION AT SHEET #1 & TO BE REVIEWED BY BLDG.OFFICIAL CTYPJ (SEE ELEVATION AT SHEET#t 24 v1 -O m •c N A FASTENER SSPACING) F AT7� FOR MAX. FASTENER SPACING) PST W000 BUCK NOT BY LAWSON IND. FOR MAX. ai MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE .`A•- O O o �. I I/.EDGE DI MIN. 2J BEDDING COMPOUND - �� p 'z 18 72 INTERIOR T 0 -1/4'TAPCON W/1 1/4' n e0 MIN. :•va' 79 MIN,EMBE➢HEIST B3T6 CONI. n ♦EMBEDMENT CSEE ELEVATION AT SHEET#1 t~i1 0 U o 8i .:Cs;.'-• dr • a '" d y: v a FOR MAX.FASTENER SPACING) o ^ a .sir �'• -:- v.p 4 v.. d: - _ W O N ;.. Ywz 1 1/4'MIN. 12 IT 12 l 1/4;MIN. a z° C A w H BEDM N ::_..:-. .. __ - -_- __- _-_ - 9 NBEL DHENT vOi w .94 W .+ 1 ' 11/8' MIN. e# a W % o EXTERIOR GRADE i a ---------.-- __ _ _ -`a- EDGE DISTANCE Tra y o PERIMETER CAULKING ; t _ °A. 19 .d�` U O J $ SILICONE ADHESIVE EXT. GRADE O EXTERIOR O ` • w A a r i BEDDING COMPOUND CAULK °�`�'�.3'�, r-•-�, U Ey E%TERIOR GRADE 0 fF PERIMETER CAULKING LAMINATED GLASS WINDOW FRAUE WIDTH H :7 4 `3 1'MIN. #14 S.M.S.W/1 1/4' V MIN. Q' HGE DISTAN MIN.EMBEDMENT INTO WOOD. DGE DISTAN WINDOW INSTALLATION NOTES: p,,,///��y� w INTERIOR (SEE ELEVATION AT SHEET #1 O Z MEETING FOR MAX.FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. W RAILS 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE k ai EXTERIOR EXT. GRADE EXT. GRADE ! BY WINDOW INSTALLER (TYP,) p E" .- CAULK CAULK ' 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO O G 1 1 4'MIN, BE SEALED W/ AN APPROVED EXTERIIBR GRADE CAULK V r, w ® EMBEDMENT BY OTHERS (TY I QO a 4 5 O Al • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 9 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ' ri ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR t/4' TAPCONS or APPROVED CONC: FASTENERS INTO CONC., o ,+ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR � C F ❑ ES SHEET 4 F 5 OR � pq CON (ftE ERT LOAD TABLES AT EE O F QUANTITIES REQUIRED) R � s ; i i n o � U kLy 1 8 0 25 1 to _ 21 s za 1 O 8 71 74 1 e O 11 74 PERIMETTER . r GCAULKING 2 1f • • • • ••2 •• 1/4' MAX. ,;4*TT11 ...�3 -�•z • • SHIM ' •• • TYP rn u i RODUCf REVISED '_ �; C' C'• . .,-�:r} - - a _ d: d ............... .'• ooluplyiugwllh die Florida m�i',� } C#!ULK s • • • • • • t Ian ePmduct Conuo •s• • ••• • • • F //rr,. t I Lo BY OR 2 BY WOOD BUCK EE++ a ••• • • • • •s• to • • •• •• • • • •• •• r g #14 S.H.S.W/1 I/4' MIN,EMBEDMENT INTO WOOD. 24 17 (SEE ELEVATION AT SHEET#1 t 26 �! 4 23 FOR MAX.FASTENER SPACING) S41/m44'�M INTERIOR 8 6 o q 'SILICONE OPTIONS', INTERIOR FINISH �ryj --- DOW CORNING 899 NOT BY LAWSON INWSTRIES,[ �'"' _...__,._.._..., ...---- �00 4 DOW C-RING 890 5731 u ______________________________ 40 i 00 TRENCO SPECTRUM 2 ::•'.":<'>;,a• ..•.,yre M 25 21 �iom U z o 0.600 GLAZING DEPTH ;i; EXT.GRADE BACK BE➢DMG TO BE APPLIED BEHIND O K i-. Q 0. O • LAMINATED GLASS COMPOSITION - TYPE 2 WINDOW FRAME FLANGE BY 5 O1 o a 2X EX ?<', INSTALLER(TYP.) 17'81( CIAHS DESCR�TION DB7'AQ. lAl@UTH DESCR@nON 3 1 1/e•ANNEALED GLASS . o 11 WEATHERPROOF77 .,, r.z..... = �_ MOISTURE BAR RIE _ 00 Z a �' BY OTHERS(TY'. 1 v4 MIN. - 1, BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE W o LAMINATED GLASS COMPOSITION- TYPE 3 - -----__- - LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. g o rm GLASS DESCRU'tTox parAx. IAIMM"DESCRUMON 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED A h 1 1/8'ANNEALED 0.ASS ___ •w»»�y»q»y1"�»sv>s»> « FOR USE ON ALL WINDOWS. a SENTRYGLAS PLUS )NJrTN?J?T t➢ 2 0.090'PLASTIC INTERLAYER ___ _ Bye,DUPGNT, «cc.acuatc4ca<.a«<4u...... <c i� EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 3 1/8'ANNEALED GLASS 6a1o• - _ `• EXT.GRADE PERIMETER U ,yy '7-+ •:T•�: .r`t�:•tT%-..•-��:i�.:, CAULKING NOT BY R Crt '-AW1-INDUSTRIES', yy LAMINATED GLASS COMPOSITION -TYPE 4 CL ,IAA{g TO HE APPLIED BY OTHERS IS (TYP.) 6t In= CLASS DEBCABT70N DBDAO, IAIMTH DESCRUMON r�I ty 1 1/8'ANNEALED GLASS _ _ _ 1 STUCCO OVER XETAI LATH NAILED TO y, O 2 0A90'PLASTIC INTERLAYER _ __ --_ ` �TACITE�ONT H TO BEEXTERIOR SPECIFIED BYVAROCHI SHEATHING G.C. W 3 1/8'ANNEALED GLASSa94m-J}. (EXTERIOR FINISH BY OTHERS) N O NOT BY LAWSON INDUSTRIES,INC, WOOD FRAME INSTALLATION DETAIL H LAMINATED GLASS COMPOSITION -TYPE 6 !U) w N 14 E ITell OIAeS DEBCRIP7'ION OSTAIL nU7AT11:DALUMINUM MULLION1 ve'NEAT-STRENGHTENEo GLASS J .:_:._:<___ SEE MULLION APPROVALS FOR # 12 X 3/4'S.D.S. SEE MULLION APPROVALS FOR:31;J77ON ASTIC INTERLAYER --- _ MULLION TYPE,SIZE AND MAX. FLAT HEAD,PHILLIPS. MULLIONTYPE,SIZE AND MAX, DESIGN PRESSURE LIMITATIONS. DESIGN PRESSURE LIMITATIONS. Zj W 3 l/8•HEAT-STRENGHTENED GLASS aua (SEE ELEVATION AND �j (ALUM.0.078"MIN.THICK) - DP TABLES FOR QUANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE NOTE:THE LOWER PRESSURES Of SINGLE $ 1 _=__ 1{ AND FASTENER SPACING) 1/4'MAX. HUNG WINDOW OR MULL SHALL GOVERN 444 { TI 20 SHIM HUNG WINDOW OR MULL SHALL GOVERN y p 12 S.D.S.X 1 1/4"L E o INTERIOR { �$ SEE ELEV.FOR SPACIN23G N M _ $ 'SILICONE OPTIONS', °' ....... ' ----------------- DOW ---__`_ EX DOW CORNING 899SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 20.600• NOTE:GLAZING DEPTH 0 1.ALL STEEL IN CONTACT WITH « OINSULATED LAMINATED GLASS COMPOSITION TYPE 8 ---_ ; ALUM.TO OE PAINTED OR PLATEDMETAL STRUCTURES2.IrEY GLASS Dg9CNP170N DEPAD. A)STEEL:Fy=36 KSI MIN.�S=- (STEEL 18 GA.MIN.THICK-0.048'7IAYIHA193 D88CRfP7'ION1 I/a•HEAT-STRENGHTENED GLASS _ PERIMEER FRAME 8)ALUMINUM:8063-T5 MIN. 2 0.090•PLASTIC INTERLAYER Q L4• HUTACITE PVB EXTERIOR �T (ALUM.0.078'MIN.THICK) 3 1/8'HEAT-STRENGHTENED GLASS -___= r ey.'DUPONT' 2 SEALANT EXTERIOR 4 1/4'INSlRA7Ep AIR SPACE _ - '+ EXTERIOR GRADE E1 •• •FWWMEYcR*AULK*IG • • •• 5 I/8•AtdiEALEO GLASS a91 • • • • • • L}i4T1 1'tyJJJ • • •• 7�RASt4E••MYLLiNG DETAIL METAL STRUCTURE ATTACHMENT DETAIL E!� °✓rr INSULATED LAMINATED GLASS COMPOSITION TYPE 7 • • • • • • • • • o 1781[ DIM DESCrJPMN DSM• IA{OtIAT6 DHSCBUPIYON to o' G• ^' O Cz) 1 1 1/e•aWN tiANNEALED GLASS _ _ PRODUCT fAtp 2 0.090•PLASTIC INTERLAYER 04 .V4• SAFLEX PVB as complying with lha Florida ,• ,� ; 3 1/8'ANNEALED GLASS By<•SOLUTIA• •• • Building(Ado 4 1/4'INSULATED MR SPACE - - ••• ••• ••• ••• • • • Amopt 1tO N0 - �/ (•per '• r� 5 1/8'ANNEALED GLASS AO/C J • • • • • :0. • • • 1.•+,,-N.T,� �J I�TrL�r` File 76 '. ee ••• ••• • • • ml Pm pCIQ1IIRV +r . � GLAZING DETAILS AND OPTIONS ,! \ A . • . • • • • • • • . •. .• • • . •• .• •.• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # +/_Pressures(psf) # +/-Pressures(Pso y WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type c WIDTH HEIGHT Anchors 4 5 6 \\ \� WIDTH HEIGHT Anchors 2 3 4 5 6 7 C q 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 60.0 60.0 80.0 80.0 80.0 12- y r. 26.5 50.625 60.0 80.0 80.0 ro 04 in 26.5 26 80.0 80.0 60.0 80A 80.0 80.0 E- 37 50.625 60.0 80.0 80.0 to i 42. 50.625 8 60.0 80.0 80.0 37 26 4 80.0 80.0 60.0 80.0 80.0 80.0 N o v z c �. 42 26 80.0 80.0 60.0 80.0 80.0 80.0 o rc, o a 48 50.625 60.0 80.0 80.0 \." a. \, 48 26 80.0 80.0 60.0 80.0 80.0 80.0 o oo 53.125 50.625 60.0 80.0 80.0 .\\ 3 4 v 19.125 59 60.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 z R 26.5 59 60.0 80.0 80.0 �z 37 59 600 800 800 0 C Zo 19.125 38.375 80.0 80.0 80.0 80.0 80.0 80.0 . . . n m x 26.5 36.375 80.0 80.0 80.0 80.0 80.0 50.0 0 o 42 59 8 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 m�° 48 59 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 a o 53.125 59 60.0 80.0 80,0 :/ 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 o 19.125 63 60.0 80.0 80.0 53.125 36.375 80.0 80.0 60.0 80.0 80.0 80.0 28.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 3 37 63 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 63 8 60.0 80.0 80.0 i - 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 V 48 63 60.0 80.0 80.0 // % 42 50.625 8 80.0 80.0 60.0 80.0 80.0 80.0 z C4 j 53.125 63 60.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 er hi 19.125 74.25 60.0 80.0 80.0 .W1 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 6 c C7 26.5 74.25 60.0 80.0 80.0 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 zca 37 74.25 60.0 80.0 80.0 W � 42 74.25 60.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 H a 19.125 78 60.0 80.0 80.0 37 59 6 80.0 80.0 60.0 80.0 80.0 80.0 �i Fa. 00 x 26.5 78 60.0 80.0 80.0 /�� 42 59 80.0 80.0 60.0 80.0 80.0 80.0 N $ OP" 48 59 80.0 80.0 - - 60.0 i` w 37 78 60.0 80.0 80.0 I q 42 78 59.0 79.0 7g.0 53.125 59 80.0 80.0 - - - 80.0 DESIGN LOAD CA PA CITY(PSF)-VIEW WINDOWS W/4H VENTS ,_ 19.125 63 60.0 80.0 60.0 90.0 80.0 80.0 Q / 26.5 63 80.0 80.0 60.0 80.0 80.0 90.0 z Pressures(P� j/ / 37 63 80.0 80.0 60.0 60.0 80.0 80.0 ~ WINDOW Jamb Glass Type Glass Type Glass Type a2 63 6 80.0 80.0 60.0 80.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 60.0 - - - 80.0 o ,+ 53.125 63 80.0 80.0 - - 80.0 19.125 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 q o 26.5 59 60.0 80.0 80.0 n & �8 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 59 6 60.0 80.0 80.0 /i! 37 74.25 80.0 80.0 80.0 } ; 42 59 60.0 80.0 80.0 42 74.25 8 80.0 80.0 80.0 a 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 80.0 0 0 0 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 90.0 g 9 19.125 63 60.0 80.0 80.0j 37 78 8 80.0 80.0 - - - 80.0 'j 19.125 78 SU 80.0 60.0 80.0 BOA 80.0 z / 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 / �a m 37 63 60.0 80.0 80.0 6 42 78 79.0 78.0 - - - 79.0 42 63 60.0 80.0 80.0 as 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• I V • • s �E�rtrst+►rrd f 19.125 74.25 60.0 80.0 80.0 • �� • • • 4`` * Hy r,f UIf•E4IUAL LITE! 26.5 74.25 60.0_ 80.0 80.0 s• 090 T' • , , `` " 37 74.25 8 60.0 80.0 80.0 \�\y RODDCTREVIs9D o a A coraplyinswith the Florida h r 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 •• • • •• • coci3MIdnetwoN _ bac twteoNo tl�J, o ; t: 8 19.125 7 . 0. CL 80.0 80.26.5 78 •• •• • •i • •�'ii i„/ / \� e>tab3a9e�eae�ro-du i on. i% - o v 37 78 8 60.0 80.0 80!O s • *00 • 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 — O O 1A94--j I ITEM # PART # REQD. DESCRIPTION REMARKS rn O I FRAME TOP CORNERo 0o A E. 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7602 1 FIN FRAME SILL 6063-T6 ALUMINUM 1O Wco A A 500 .o6z 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM zzes 4 L-7704 I FRAME FIXED MEETING RAI 6063-T6 ALUMINUM `n o w v o 844 I,07e 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM o G C) a 4504 I 6 L-7706 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3�•� P w a i 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Li.651 8 L-7708 AS REQ'A GLAZING BEAD ( 3/8' ) 6063-TS ALUMINUM o w= A 0 (6008-TO AwwNUY 1 8003-TO VY) FRAMr HEAD 9 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H, PHILLIPS FRAME SILL FRAME JAMB 10 FS-040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. L-7702 L-7703(6063-T6 Aww m 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB #3033 6 n O (6063-76 AwxmUY) l.zso FRAME 1Aua W a O3 I~- � 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x.230' � q 13 PWS-005 JAS REQ'D. FIN SEAL WEATHERSTRIP 187'x.350' C7 z 1'441 L14PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' � x 2.437 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' r9 L-7711 AS REQ'D, GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 2.643 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM500 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) c-L-7725 2 RIGID VINYL SASH STOP C2 X FRAME) �1 a o� _i 20 L-7727 1 2 BLOCK & TACKLE BALANCE BSI Balance Systems V i 9 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM A a 0 2.713 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL fn 781 23 x AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 VENT INTERLOCK RAIL VENT BOTTOM RAIL L-7705 L-7708 VENT JAMB RAIL FRkYF6 SILL •24 2 Laminated Gloss SEE GLAZING DETAILS O O (eoes-TO Aww6063-Ts AIAmINUY xuY) L-7707 25 HC-057-I 2 VENT LIFT LATCH MOLDED NYLON O ( ) O (6663-70 Awumuu> FRAME BOTTOM CORNER 7 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 1.375--I 27 3E 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 462 z.000 I PENT TOP CORNER 30 x x • 3 U E 2.062 462 1.166 ,062 31 SM-5504 AS REQ'D, JOINT SEALANT SM-5504 # 8 c 0 _� 32 )6 AS REQ'D,PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL g z z m d m VENT JAMB RAL Q 1.235 $g i 42 �-1.075—� VENT TOP fL6L VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7708 • •• 77L-7711 - •�• e • • L- 7630L-4204 ` • • • • • • ��446tltetaFt�,� © O 16 17 • 'a r i i .•i •• ¢pp¢j9j ,� * Ef=�`'' x.062 (8003-T0 AW MUM) (0003-TB AUAMVY) (6003-T6 AwwNUM • • • • t•• +fir ti-.,e ,os0 .os0 wll� POD 1CTRUVk(�Blida az r Ip' g 07 - ca or .el�s � 06ilAI g Cade tt.. � L1�13 .391 L. •i®•• •iyFt!•��,••• ••• ACB6V1bco N us VENT•BOTTOMS COR4RBY • i• • • _ GY o 'If J • •• i • • • f • • w ." --I b98 w •773 .773 J,466 •• ••t i • t v1i0Mi 6dC PlOdU01 COnlrul�'1 �jdr`,�•'` >,M1 ..y `^ (6063-16 AwumuY) AAME & SASH CORNER DETAILS E¢. q • • • • • • • • • • MIAM1•DADE MIANII-DADE COUNTY PRODUCT CONTROL SECTION DEPART1IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRAT10N DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iv%w.mianudade.eov/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"HS--8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's natne or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bein filid and tlWr lwts been • • no change in the applicable building code negatively affecting the performance of14isput)duct.. •• •• TERMINATION of this NOA will occur after the expiration date or if there haS belfl oa revision•csr change••:• in the materials, use, and/or manufacture of the product or process. Misuse of thf.?N 7A as an erltlorsemept...; of any product, for sales, advertising or any other purposes shall automatically ta4u urate this.l UA*Failul00*0 � •' to comply with any section of this NOA shall be cause for termination and removr}1,*gf;I�OA. 0 0 0000* ADVERTISEMENT: The NOA number preceded by the words Miami-Dail&Obuntyeol+lorCda, aud.... followed by the expiration date may be displayed in advertising literature. If$?,)"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 I%Jhe;manufgcgg1r or ;see*: distributors and shall be available for inspection at the job site at the request of the Building Of xia1; This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-% as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P. E. MIAMi•DADE COUNTY ! !�`; NOA No.l 4-Q90$J4 ,P Expiration Date: April 11,2017 " f` Approval Date: November 13,.20114 .4„y'f Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Subjnitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "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)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) Forced Entry Test,per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candida F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI403053, HETI-10 3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBG,TAS 203-94 along with marked-tip drawings and installation diagram of an aluminurg.bgrizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) Vonfturatioij.p`reparod.... by Hurricane Engineering & Testing, Inc., Test Reports -Mo.'s HE.TX-*11 3048, •, HETI303049I, dated 11/09/10, HETI-10-3050;':-'HETI'1ir 30528;- HETI-10-3056, HETI-10-3131, HETI-10-3224 and JILTI--103A date••• 03/23/11,signed and sealed by Candido F. Font, P. E. 99066* 0*00* (Submitted under previous NDA No. 11-0705.10) ••;••; .• a : 99:00 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS MXN " " fee*** 2) Cyclic Wind Pressure Loading per FBC,TtS9-Og-94. �• •,•;0 along with marked-up drawings and installation diagram of an aluminikTf Ubtizontal sliding window, XOX configuration, prepared by Hurricane Engineering &•Vesting; • Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed bygZafael E. Droz-Sella; P.-E. (Submitted widej•previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 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 Aix Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FSC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked tip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Submitted under previous NDA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 20194 5} Cyclic Wind PressureLoading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along Nvith marked tip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTLr-3097, FTL--3098 and FTL--33645 dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Sub►nitted under NOA No. 02-0227.05) 0000 C. CALCULATIONS '0000 0 00 ••••;• 1. Anchor verification calculations and structural analysis, %%`%plying:witke FBC, 0000.. prepared by Lawson Industries, Inc., dated 05/28/09, revised on Wit 0 and%Vdated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. ••••" 0000 (Submitted under previous NOA No. 12-0127.08) 0 •. ••••• 2. Glazing complies with ASTM E1300-04/09 •• 0000.. • • 0 • .. .. 0000.. D. QUALITY ASSURANCE 0000.. • � 0000.. 1. Miami—Dade Department of Regulatory and Economic Resourdts(I EM) •••••• • 0000.. • E. MATERIAL CERTIFICATIONS •• ' 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaeite®PVB Interlayer."dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. 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. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 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, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127 08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048 HETI-10-3049 Hi;TI-10-3049I HETI-10-3050 HETI-10-3051 HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-I0-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-070510) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Sella,P.E. (Submitted under previous NOA No. -114--4705.10) 7. Laboratory compliance letter for Test Reports No.'s HETJ--0$-2033,'.I4&''Fl-08'-••' 20343 HETI-08-2035, HET"8 2036, HETI-08-2037, HE,'fl-*08-2p3A•HETI- •- .... 08-2116A and HETI-08-21168, issued by Hurricane Enginee4fig & Testing, Inc0,000... dated 01/15/08 through 02/28/08,all signed and sealed by Candid67..Font,.l:•F. 0000 (Submitted under previous NOA No. 09-0706.05) 0000 '0 0 0 0 ••••• • 8. Laboratory compliance letter for Test Reports No.'s FT".0979 FTL•-3p9V and FTL-3364, all issued by Fenestration Testing Laboratory;4nei, datecl•'12/b6/O1: •, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio FigtitIddo,P. E.*. (Submitted under previous NOA No. 02-0227.05) •• • G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal eliding Window - LM.I.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,`?.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 A Al A Al General Notes: Q 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o o q / \ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1900-02. THIS PRODUCT °o y \ IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING M to F RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS �^c v o C !%/ D'/� E E \` D \� C OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0 o14 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON w o ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER $d y W o (D.C.). AND AS TABULATED ON SHEETS 6, 7, or 8. z J B Bt B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE W= ti ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO.BE REVIEWED BY BUILDING OFFICIAL. n k o X0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES 5 ty i NOTE: TABULATED HEREIN (SEE SHEETS g'8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE a S 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. "� r- 2; FOR VERTICAL CROSS-SECTION DETAILS"A, Al, B, & SO REFER TO SHEET q3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D,& E"REFER TO SHEET p4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. a z 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. A Al 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. U a 8.) SEE SHEET 9 FOR GLASS TYPES. z F �� 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. m O W 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX" WINDOWS. o a \\ // Il.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX- WINDOWS. w a O O 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. H 0. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE tom., p 14.) WOOD BUCKS IN CONTACT WITH CONCRETE.MUST BE PRESSURE TREATED AND ANCHORED F E D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS a 00 00 ; -_J✓\ & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FHC CHAPTER u, B B 1 24 SECTION 11.3.3.3. Q 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET# 6 FOR MULLION/METAL ATTACHMENT DETAILS,NOTES & OPTIONS. -Equal Lite (1/3-1/3-1"3 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED XOX —E <1 WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION 1N BETWEEN ARE ACCEPTABLE BUT a NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 2 S 1)REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2 FOR VERTICAL CROSS-SECTION DETAILS "A,Al, B, &Bl"REFER TO SHEET g3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE ddd 3) FOR HORIZONTAL CROSS-SECTION DETAILS"D, &E"REFER TO SHEET A5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. i s Y Y d fid, O a° a° 01 E D E• a � •• --t/ • • •• • • • B B1 • • • • • at�ruwn+tltl,s • • '� � • i•i •• aaa� * XOX — Un—Equal Lite (i/4-1/21/4) °^ NOTES: I)) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCTRBVISBD 2) FOR VERTICAL CROSS-SECTION RETAILS'A,At, B. &BI"REFER TO WEFT Aa •• ••• ns complying Nidi 6w P19ridn r 3)FOR HORIZONTAL CROSS—SECTION DETAILS "D,&Ti"RLf1 t*T0 SHEET ,46 • • • 08.14}"•( 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD LAIR ANQ NOTES.• • • " ' ' DuldinS Cndc v .a. ' SERIES-8700 HORIZONTAL SL101N(:_IMPkT W&DO 2os APPROVED ELEVA11011S '•' �tia"ml�eerFrndnclC-2c,f . ... • ••• 0 TEST UNIT SIZE: 111"X 63" # 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 83" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8'INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH 4I .. (A) 10 AT FRAME HEAD &FOR D ADDITIONAL ANCHORS (A)6 AT FRAME HEAD TVD ADDITIONAL ANCHORS Q'i p (14 AT FRAME HEAD IF OP ABOVE 70.0) UIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 - REQUIRED AT MEETING RAILS O E UNITS WITH DP ABOVE (B}6 AT EA.FRAME SILL FOR LIMITS WITH BP ABOVE O T�jP (B) 10 AT EA.FRAME SILL A Al 70PSF(4 TOTAL) •/-70 SF<4 TOTAL) (14 AT FRAME SILL IF DP ABOVE 70.0) (8 AT FRAME SILL IF DP ABOVE 70.0) A Al6 AT EA. FIRAMB JAMB Ie r-1,•375—� (C)6 AT EA.FRAME JAMB r 4' S' (MAX.G.C.) •SEE GENERAL NOTE 3& 4. VAX 4op--; 4 1/2' 14' I� •SEE GENERAL NOTE g3&#4. (3�p B ( } OIAx.oc. to< 5'AYL ICAL AT 5,(1YPIM AT O Qi O Ni CORNERS) O w— p � p) m 0 h dz W it F Mo. D.L 0 a Mori D.L.O. dth A y ,'idlh �•.moi O =2438 243 17 F ' I 13 1/4'D.C. 33 1 _ 13 1/4'O.C. Z} W 7+ y C C.7 it 1 � / I —_��j w� IM'D.C. r'+ o a x p't // a /// ===a//±cb /// 13 1/4'0.C. < W '// , J �__ "=j 13 I/4'D.C. '`h', O .i [] ' N > z E B B I $ i 1 D.c. B B 1 I s 1 Dc. ~ m 0O IT w N 11 ILo 0 s' S' K x a ANCHOR NOTES ANCHOR NOTES Lel. p 1.SANE ANCHOR SPACING AT HEAD SI EXT.t INT,FALSE COLONIAL L chv p 2.TW O ADDITIONAL ANCHORS REQUIRED NUNTINS ARE APPLIED W/ 1,SAME ANCHOR SPACING A7 HEAD t SILL E%T,LINT.FALSE COLONIAL (, AT MEETING RAILS FOR UNITS WITH AV SILICONE AND ARE 2.TWO ADDITIONAL ANCHORS REQUIRED NUNTINS ARE APPLIED W/ AVAILABLE AS OPTIONAL, AT MEETING RAILS FOR UNITS WITH W/SILICONE AND ARE w 00 DP ABOVE-70PSF/-75PSF(4 TOTAL) BP ABOVE+/-7OPSF<4 TOTAL) AVAILABLE AS OPTIONAL. p ; XOX" WINDOW EQUAL LITE x POTES� "XO" WINDOW EQUAL LITE 1..SET'VERTICAL CROSS-SECTION DETAILS'A,At,B,t 81'AT SHEET N3 I TEST UNIT SIZE: Oil"X 83" 2•SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,t E'AT SHEET NS NOTES. ( SOX" REVERSED ) i,SEE VERTICAL CROSS-SECTION DETAILS'A,At,B,t BI'AT SHEET N3 INSTALLATION FASTENERS * 111'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTRIN DETAILS'C,0,t E'AT SHEET N4 (A) 10 AT FRAME HEAD 110'INTERIOR FRAME WIDTH— (14 AT FRAME READ IF DP A13OVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIFOR RED AT MEETING TH 11P AB AILS (14 AT FRAME SILL IF DP ABOVE 70.0) VE I�p�9 +/-70PSF(4 TOTAL) 5 SERIES-8700 HORIZONTAL SLIDING WINDOW s (C) 6 AT F.A.FRAME IAMB I(MAX',70F 4' *SEE GENERAL NOTE#3& y4. ( o'c'} ANGE FRAME ELEVATIONS (TYPICAL AT c ALLL—CORNERS) N M lD.LO.YAd I Mai' D.L.O. �Idlh it 13 1/4.0.C. qo v p 6 ___ii/=_/ii _ n // 13 1/4.O.C. E E 1 te 09 w d •. • • I� �I• «ytlytiOfJf/, t'1 N > •• • •II• •,� ri 'AAy {'.i x • • • • 1f,i ll �I , 1 , B • • • •i • •4 ••• 13 1/4'O.C. r/ -,.. IA Y f ANCHOR NOTES, • • PRODUCTREVISED 1.SAME ANCHOR SPACING AT READ t•S L • ti(T. INT.FALSE COLONIAL NUNTINS ARE aacoDlplyiugw101thOFlDridA oSl 2.TWO ADDITIONAL ANCHOR!REfLIIRE➢ T • • ! • AT'PL JBINT, AND ARE AVAILABLE BMOdiog Code A d _ �} i �-1 MEETING RAILS FOR UNITS WITH OP • • • OgTIONAL Acrepinnca T.ol vim . 'j f ABOVE+70PSF/-75PSF J0oTaTAL]b• 'XOX"•WIN 0110— Uld�9QUx1L•LITE.NOTFP',�)"iPiF°QO � 2 •i J,F-�•= _ .. SEE4NERTICAL!RD'S-SfCT�1N DETAILS'A,AL B,L BI'AT SHEET N3 B3;• --- - + !•'t,SEE HORRONTAL CRDSS-SECTNIN DETAILS'C,D,t E'AT SHEET N5 •AraadO Prod➢ct Con➢ol '-� • 't"I' A • • • ••• • • 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD ' (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G,C. (SEE ELEVATION AT SHEET #2 to FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWS�O•�N INDUSTRIES, INC. 0 o INDUSTRIES) MUST SUSTAIN LOADS IMPOSED '•; -.,-Y• ° E°DGE vDISTANCEto ° a BY THE GLAZING SYSTEM to A M 0 p „ .; 4' •.a. a. ° 0 1 1�4' MIN, :? :a n c v zo 0 '.}rr A: AEMBEDMEN p: b: 4 a-. y51 ':>•_ m0iq A •.'s:. 4 ~-~' �YJ ✓ V MIN. F.F.-�•._ )q y. :`\i�` A Y EDGE ANCEZI z° k 0 0 Q W ro f a o LIA EXTERIOR GRADE 12 i/4 Max. r.: r^ t 1/4' SHIM SPACE '?'p: 4 2X (MIN.EMBED.) PERIMETER CAULKING - w TYP. (TYR) ki v z 15 Z EXT.GRADE PERIMETER ' i/4'`MAX. a 0 03 a A 6 CAULKING NOT BY SHIM SPACE U 14 'i fl 15 i! 'LAWSON INDUSTRIES', y p TO BE APPLIED BY OTHERS (TYP.) r p (TYP,) i! 'i dl o i ii : ti aDo p i li ;i j CLEAR SILICONE ADHESIVE EXTERIOR ;i y N I >s BEDDING COMPOUND .1 0 _ _ INTERIOR x a ii 34 "' II It i = EXTERIOR INTERIOR LO u i i ALTERNATE DETAIL j Z x 7) LAMINATED GLASS f + ii ;I it i A { 33 • li I WOOD FRAME INSTALLATION DETAIL a 4 14 6 ii it ii ii ii 3 a ii ii 27 'I li ii I WINDOW INSTALLATION NOTES: m o 20 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. o 28 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE a BY WINDOW INSTALLER (TYP.) SILL RISER - OPTIONAL_ • m , i it 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO _ _ • � APPLIED WITH SILICONE SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS #4, #5, & #6. BY OTHERS (TYP.) I I IIS 1 •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26 i i 26 9 10 32 !I I MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED. I, 13 �I� ANCHORS NOTE: EXTERIOR GRADE _ _ ( • ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ``��ti4t NEg3r. PERIMETER CAULKING • •"`�I`i-=`�......--- • � 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., �� 4.iy;.,.+... ............................. ............................ -- ---- - • CUL •• :+ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD ORlet <� ""•�""�' • •+• • CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 4 nRAX•• • • • 4 n •• e 4 1/4'MAX. `rte r . .•:xt; - o a• •• Wit• ollFiR1 SP E + i, 4--a_ < a SHIM TYPPACE 4 a 4 (TYR) > 1 1/4' MIN, � °- 1 1/4' MIN. ^ a d r `. EMBEDMENT EMBEDMENT a e.. 4 a '• • • . 4 aPcRODUCTREVISBD q ad 4j4 • + d. + :� � complying wiUt the Florida• 'I BuDdinB Cods J - • �- -; Acu txttco No a `•a e'• _ + � • • • 1 1/8' MIN. i+• • • • • '1�• • • DGE DISTANCEt�'Rn►Jntc ,-e).�.f � + • ••i •• +0• + OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" M`1'IIa-- fl ptednn` j 6 '. Q 1 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) h BY OTHERS (TYR) 2. WOOD BUCK AND FRAMING (NOT BY LAWSONa o % INDUSTRIES) MUST SUSTAIN LOADS IMPOSED Q i BY THE GLAZING SYSTEM m q C?r7 Q INTERIOR FINISH <o,p (BY OTHERS) ro (,4 z PT. WOOD BUCKS M,o U o 21 23 LAMINATED GLASS v4 Max. 33 SILICONE ADHESIVE 1/4 Max MIN. EMBEDMENT INTO WOOD. SHIM SPACE BEDDING INTERIORCOMPOUND SHIM PPACE .a z i o Z (TYP.) (SEE ELEVATION AT SHEET #2 2X '' 7 17 34 5 27 3 e ro00 94 s y 94 W o FOR MAX, FASTENER SPACING) 1/4' TAPCON W/ 1 1/4' o 1 1/4' MIN. MIN. EMBEDMENT INTO CONC. o EM ENT --- _-- -- (SEE ELEVATION AT SHEET #2 In 0 z F 14 ____ _____ ____ 12 lx a FOR MAX. FASTENER SPACING) o o F G IE U DISTANCE t6 + s 11 1 I/4"MIN. z z <tEttffff {{{<t<Ef 17 8 ::"`::'::':"::`:":" .'-.:-....-- .--. EMBEDMENT 0 lff EfEEfff{{(1<fffE ` ' d 1 i/8' MIN. O F � EDGE DISTANCE O W � --"� ----�-------- ----------- .. EXTERIOR WALL FINISH :-: _..r ' a x a BY OTHERS (TYP.) 4 EXTERIOR EXT. GRADE .-e .� 00 v7 STUCCO OVER METAL LATH NAILED TO O CAULK ;A- 4 EXTERIOR GRADE PLYWOOD SHEATHING EXT,GRADE PERIMETER O '_-:�:-''',iY?��•" A `x TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY C H L) q (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH -._._.__._._._._---.--------._._._............. ._._._ 74' MAX. N WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) o WINDOW INSTALLATION NOTES: o 30 31 8 8 = 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. Z z ui GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE -.k-- BY WINDOW INSTALLER (TYP.) a 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 22 21 `l • • • •+ B A GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR I{llllltl • • S • :dA�NIY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ♦Fae�l* f TTt-sr, j • • • • AM 4 • ••• •• • ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR ` LOCK (LATCH AND SWEEP) OTTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ' { WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR max.• k 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLECON4�(REFBK2 TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODWfRBVISBD C =" LOCKS ARE QUALIFIED FOR USE ON ALL ZINDQWii.• • ••• • • • 01mgAylusvAdlthe MA& � v 2. BOTH DIE CAST AND NYLON CAN LOCKSDARC U�lI��IFIED • • • •• Oo1dInDC¢de • Q•"�" • • • • • • • 'A '04, J�,y�G.J�. 1. /v`•. , FOR () ON ALL WINDOWS. •• • • •• • • 000 Fxyi nDAt- _1�1 .iM i�i � •wI 3. TWO 2 LOCKS ARE REQUIRED PER EAC.•JENT.0 ••• • Tsy •L j �)le.;l};,astT``{` Aieml Dade Product Control go* 0 • • • N• • • • • 0 0 000 • DESIGN LOAD CAPACITY(PSF)-OX or XO WINDOWS sure Gass Te"B" lass T e"C2Glass Te"D" 2Gls Te" ' (*3Gass a F" 3# # +/ Pres0: WINDOW Jamb H& o c 0 WIDTH HEIGHT Anchors Anchors +psfpsf +psfpsf +psf -psf +psfpsf +psf sf + sf - f o a z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0M o0 y o 0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " o ;1q 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 rc.• '� azi 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ° M 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _ 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W= 8 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a m o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0I tt8 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z' 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 14F 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 60 48 4 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c a 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 C/) a x 48 60 5 6 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H r- 72 60 s 5 6 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 - - - - N a co 26.5 26 3 4 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Q x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 1 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 37 38.375 1 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.00 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 d 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 k 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 t a 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s z z l4 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 •&5.G•• • 65.0• • 66.0 • 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 ••65.0.• • • •• • 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `,4titi 53.125 63 it 6 6 65.0 65.0 85.0 .0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �. r 74 63 6 8 65.0 .•15Te• •r5.G• • 66.0.• 65.0 70.0 - - - - Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. as winplyius wlAtllue p-orw t 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW uAAlugCatie (WINDOWS WITH GLASS TYPES "A, B, 6, &9'a• • • •• • 4ceeptanceNo LL RISER - tlPTIONAL -• rata - yy APPLIED WITH SILICONE 3.) SHY WITH RISER ADAPTER ARE FORDWIRDOWSoABOVE 4700 DP • • • r /� �� 1 _1 // ,�,d��•v!- OR DP ABOVE +70A PSF 3 l (WINDOWS WITH GLASS TYPES "E, F(•F" AND•+80. DIS • • •• • 501- - y, ay_ 1 Q • • • • • • �/ Vii/ \� \�` ,�i Pin au C+80.0 ➢P MAX,) ADDITIONAL ANCHORS REQUIRED AT. E E�OD & 3j��ON � • • • • � � �i'• _ 4 r WINDOWS WITH DP ABOVE 70.0. (SESGWVATi0N AT SHWO 2 OR 10) • • r "tela 4.) WINDOWS WITH GLASS TYPES 'A, C, OR G"INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Al xn q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Un-Equal Lite 1/4-1/2-1/4 +/-Pressures s ,.FRAME SIZE #Jamb #H&S Glass Type"B" (*2 Glass Type"C" *2 Glass Type"D" *2 Glass Type"E" *3 Glass Type"F" *3 Glass Type"G" *2 0 WIDTH I HEIGHT Anchors Anchors + sf -psf +Isf sf +psf I -psf +psf -psf +psf I -psf +psf -psf a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M to y 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' g o 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �'o'• `� d o osq 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m So 108 24 3 ll 0,0 8 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75. 3 4 M 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0W zWo o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S W= z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 a o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ti c 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z a o 60 60 5 7 52.0 52. 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 Ul c o 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a x 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w � a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 8. 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ne 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d a 106.25 50.625 1 4 11 52.0 52.0 1 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 z z 111 26 3 1152.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a 111 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 =` 111 50.625 4 1152. '4 0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 • no • 2 52• 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 ••• •: : : •2.• :•: 0 65.0 75.0 65.0 r��Up,gwidtthaFlorida 52.0 65.0 75.0 e`5`t# .. C3; '`... •• ••• •• • • • •• BuE Cndc - 41 >k AueNiwwl3 1 � �V _! '[v cn p r Notes I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. IiD 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW %� I (WINDOWS WITH GLASS TYPES "A, B, C & D"� �%� � /%� , S LL RISER - pPTIDNAL C 3. SILL WITH RISER ADAPTER ARE FOR 0 OVE a, D 4aol�6duaCun 20•� a >i • • • • �� ! \ APPLIED WITH SILICONE(WINDOWS WITH GLASS TYPES "E, &•F") AND•F80.0 DI*MAX. �� 1 1 FOR AP ABOVE +70.0 PSF oggdaa+-' ADDITIONAL ANCHORS REQUIRED AT FAWE HNAD d!SILL•ON • • • • • • • 1 2 j (+80.0 DP MAX.) • • • • WINDOWS WITH DP ABOVE 70.0. (SE VAT,•y,A AT S �jT.2 b T0) / 4.) WINDOWS WITH GLASS TYPES "A, C,D " INSTALLED ABOVE 30 • • ��Ittt tttsta '? �.G�7 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 6 XOX - Un-EQuaj Lite q • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-113-113) +/.Pressures(pst) a o FRAME SIZE #Jamb #H&S Glass Type'B" (*2) Glass Type"C" (*2) Glass Type "D" (*2) Glass Type "E" (*3) Glass Type 7"(*3) Glass Type"G"-(*2) o q WOTH HEIGHT Anchors Anchors +psf -psf +psf .psf +psf .psf +psf .psf +psf -psf +psf -psf e m y 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n F 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 2 a d 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0190 Mg 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z -z° o d 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d ¢ o 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o "i 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 84 48 49 - 1 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x � 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U P 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -4E N 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ a x 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 585 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a I a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - 52.0 . 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s ' 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v � . 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -6 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 r o 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - • r • • 0• • •5 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 PRODUCTRUMBD ;'+."ssiieiia as svieHlMPbrtde " •• ••• •• • • • •• HuOdingCodoy L- Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Accepl°ncoP1° `- t us �� 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C. & D") SILL RISER - OPTIONAL ~z-t 3.) SILL WITH RISER ADAPTER ARE FOR VINDO"#ROVE +*0 D�• •• • `-\\` '-�\` /� `��ami da Praduet'' drol s 24 - e \�• '/ APPLIED WITH SILICONE . . a (WINDOWS WITH GLASS TYPES "E, &:F"f AND*.+80.0 DC MIX.• � 000 • � � �\ -/� I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT PS&VE HWAD 4 S1110ON • • • • • • • l\ 2 (+90.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 24OFS0) • • • • J �( 4J WINDOWS WITH GLASS TYPES "A, C,"V INSTALLED&"E APT. • iiEP P4 Eei41 Fb'' d IN THE HVHZ,THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal Lite • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • x 12 X 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS *.6W ALUMINUM MULLION FLAT HEAD,PHILLIPS, y 0 34 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 ITEM# PART# REQD. DESCRIPTION REMARKS ai Y h1ULU0N TYPE,SIZE AND MAX, FOR MAX.FASTENER SPACING AN C "�[ 'SILMNE OPTIONS, DESIGN PRESSURE LIMITATK3N5. DP TABLES FOR QUANTITY) I L-7703 1 FRAME HEAD 6063-T6 ALUMINUMDCV c RNING-MORE 899 (ALUM.0.078"MIN.THIC2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM M to SCHNEE-MUNEHEAD 5731 � m TRENCO SPECTRUM 2 3 L-7701 1 FRAME FXD. JAMB 6063-76 ALUMINUM MDI y o GLAZING DEPTH NOTE:THE LOWER PRESSURES OF I,INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM H" THE WINDOW OR MULL SHALL GOVERN N Q w LAMINATED GLA35 COMPOSITION -TYPE B 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM o .� M a Timl run DIRCMnoN MAIL IAMINATR D � 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM Ch�o 1 1/8'ANNEALED GLASS F /KEEPSAFE - _-_ ,_ lj 2 0D90•PLASTIC INTERLAYER Br'SOSOLUTIn• 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM z} TJ) o 3 1/8'ANNEALED GLASS 41 w O q 6 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM ^ 9 L-8702 I FRAME SILL TRACK 6063-TS ALUMINUM In LAMINATED GL43S COMPOSITION -TYPED I I co a CI I'T®1 auaS as3caomox Dana utAlTAra DascRIPnox ---- 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ,K 0) i 1/8•HEAT-STRENGHTENED GLASS - =._-c. _ I ---------------- II L-7708 AS REQD. GLAZING BEAD (3/8'> 6063-T5 ALUMINUM a O of HIIf�;.,E PVB 2 DD90'PLASTIC INTERLAYER 'Z O '= Bravr' 12 FS-006 AS REQD. FRAME ASSEMBLY SCREWS k8 X 3/4' P.H. PHILLIPS HEAT-STRENGHTENEO GLASSna1r E. op EXTERIOR GRADE VANDOW FRAME 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.R/PHIL. LAMINATED GLASS COMPOSITION -TYPE E PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQD. VINYL BULB 1/4' DIA BULB p3033 ?, z IT'6Y Goss DEscRIPnox MAL "7L 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x,230'h I 1/e'HEAT GLASS _____ @2 FRAME MULLING DETAIL rF�� ti : 16 PWS-005 AS REQD, FIN SEAL WEATHERSTRIP .187' w x.350'hHO.B90'PLASTIC INTERLAYER 17 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP ,187' w x.310'h cv Z" 3 tre'HEAT-STRENGHTENED GLASS n C! N 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM LAMINATED GLASS COMPOSITION -TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQD, PILE @ GLAZING BEAD ,187' w x,150'h t Q 7TBY OIASS DBSCRO'TTON DBTAa IAIORM DESCRWnON MULLION TYPE,S1ZE AND MAX. DESIGN PRESSURE UMITATIONS. 20 L-8706 AS REO'D, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL t 1/e•ANNEALED GLASS ai BUTACITE PVB NOTE;THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 0 G 2 DA90•PLASTIC INTERLAYER __' THE WINDOW OR MULL SHALL GOVERN ' By,'WPONT• u 3 t/e•ANNEALED GLASS t alar 1/4'MAX. $ t2 S.D.S.X 7 1/4"L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON � � SHIM (SEE ELEVATION AT SHEET 12 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 19 f8 ,S- INTERIOR FOR MAX.FASTENER SPACING) 24 ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW E8 X 2 1/4' P.H./PHIL. r� 34 ___ _ 26,1 HC-044-1 2 WEEP FLAP & BAFFLE ■ H `----- En 'SILICONE OPTIONS', 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2'X 1/2'X 2'L. DOW CORNING 899 27 HC-040-1 2 SASH ROLLER&HOUSING x SCNNEE-NDREHEAD 5731 w Y 33 TREHCU SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME&MESH x q GLAZING DEPTH •" H INSULATED LAMINATED GLASS COMPOSITION TYPE A I 29 x 1 ATTACHMENT SCREW @CLIP 08 X 5/8' S.D.S. v cu T$r ITax Cues DESCRIPTION DEI'Aa LMINATa aeSCRmTION 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 3 1 1/8'ANNEALED GLASS ___ __1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL $ 2 OA90•PLASTIC INTERLAYER .(D �/r SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 3 1/e'ANNEALED GLASS By,'SOLUTIO' SEALANT 1.ALL STEEL W CONTACT WITH u a 4 I/4'INSULATED AD3 SPACE I _-.r EXTERIOR ALUM.i0 BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Details 0 L.H.of sheet 9 ' 5 1/8'ANNEALED GLASS p) 1 na+a.J 2.METAL STRUCTURES: 34 AS REQD. GLAZING SILICONE See Detalls 0 L.H,of sheet 9 � a A)STEEL:Fy=36 KSI MW. 35 OPTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM o (STEEL 18 GA.MIN.THICK-0.048") INSULATED LAMINATED GLASS COMP031TION TYPE C � z ITEM Guns DESCRIPTION DETAa B)ALUMINUM:6063-T5 MIN. 36 SM-5504 AS REQD. JOINT SEALANT x I teulxATH aBa¢RlPrlox (ALUM.0.078"MIN.THICK) 37 x AS REQD, PERIMETER ACRYLIC CAULK OSI POLYSEAMSEALa I 1/8'ANNEALED GLASS Ar -_------------1 I P� METAL STRUCTURE ATTACHMENT DETAIL 2 OO9D'PLASTIC INTERLAYER © .VY PVB } 3 1/8•ANNEALED GLASS Hy,'OUPONT' SD 4 1/4'INSULATED AIR SPACE __ --- •• ••• • • • • • •• ` S 1/e'ANNEALED GLASS<-) a>1P • • •• • • • • • 411IIEpT. INSULATED LAMINATED GLASS COMPOSITION TYPE G • • • • • • • • • RB11 au83 DEBCAIPTTON MAIL IAWMATE INUICB ON i•• •• • • • •• �'" ��•''� 1 1/8'HEAT-STRENGHIENED GLASS1 •.yly• '. 2 0D90'PLASTIC INTERLAYER - a/4• PVB r 3 1/8'HEAT-STRENGHTENED GLASS __- Hy,•DUPONT• 4 1/4'IMMATED AIR SPACE __ _ ••! • • ••• ••• ••• ••• PRODUCT REVISED - s 1/8•ANNEALED GLASS a> • • • • •• • • ss complying with Lha Florida o - -,,d -. •• • • • • • • • • • BaildiD Code (x)WINDOWS WITH GLASS TYPES'A,C,OR G'INSTALLED ABOVE SOFT. • • • • • • • • • ""i"i MAY)NO �♦s,3e - # IN THE HVIQ,THE LG EXTERIOR LITE SHALL BE TEMPERED, *00 ••• • • • EyyiNit(On OB� �'3 i+��J �.''J "'•° 'OyY`+y GLAZING DETAILS AND OPTIONS Dnya scrod ctaatco 4� /f* ifm �tj1;Tx a � ' s FRAME HEAD FRAME FIXED JAMB SILL TRACK FAAAE uue L-7703 pg �L250—{ L-7701 L-08702 `\ FRAME TOP CORNER Q ZT b b A .750 .062 I M a0 E- 2.642 e.W3 � 811 o rc.. o OI O N SILL RETAINING CLIP `P —Z62 L-8705 2.65! O I FRAME HEAp pp q •'} .rl 10 VENT TOP RAI Q. xi vHi FRAME JAMB :,1 0 � C FRAME SILL FRAME VENT JAMB L-8701 L-8703 1,466 ti ¢n� A62 O ] O O 1RRRN77 a 2A00 R' � —1.754 I— O O H CY d{ f FRAME BOTTOM CORNERFRAM H�fmi H z 8 VENT TOP CORNER 48 N 2x74 VENT SPRING LATCH '\ ER AM S11 I40• A62 _ —s62 L-7539 .�2 \ y' Q �j o O A 2.643 21 k�l ota VENT LOCK RAILf 2655VENT INTERLOCK RAIL FIXED MEETING RAIL L-7705 L-7704 VENT TOP/BOTTOM RAILL-7707I O � O O�ENr eorrpu RSL 1 � FRAME SILL / MEETING RAIL FRAME siu a o $o Abe 4 � � t ,06E 2A62 2RBS 1378--{ VENT BOTTOM CORNER i_ o7s @�4 � s u a Ll 1'165 IA75— FRAME & SASH CORNER ASSEMBLY DETAILSa VENT JAMB RAIL •• ••• • • • • • •• VENT J SILL ANCHOR CLIP. • • • • • • • SILL RISER ee ettclFrl;xs rr OL-8830 • • •• • • • • GLAZING BEAD ADAPTER et rt 8 i• •• • OGLAEIN& BEAD L-7711 L-8708 eeee9 . aes 11 soo G v ' 091 2'000 lq1235-1 . • • Aso Aso E PRODUCTR17VISED �c • • • •�•• l2S0 as conylyiug«dUt IIle Florida 2.79 • • • • Huildhrg • •• . I Acnplm7ca •.f • .•• • • • truiimtiot�rD)at .773 —.773 —II-.� Gu�,J_ ., (IIr`Ik111E564Feeee trF .Alflmnd0 P�odect Controi� q 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.miamiaade.gov/economy Lawson Industries,Inc. 8501 NW 901h Street Medley,FL 33166 SCOPE: This NOA is being issued tinder 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 ERProduct 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 114200/6200 Flange—Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange—Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration 4gtp•by the Miami—Dade County Product Control Section. . . 000000 ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• •• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name:or logo, city, state, , •• • series, and following statement: "Miami—Dade County Product Control Approved",S gess otherWvjgq.noted herein. ' .... .... ..... RENEWAL of this NOA shall be considered after a renewal application has beeff, n$Ylyd�d thgtr Ile been ""•'• no change in the applicable building code negatively affecting the performance of tht?ptd "duct. " %• TERMINATION of this NOA will occur after the expiration date or if there has b;en Avisiou or change ....:. in the materials, use, and/or manufacture of the product or process. Misuse of this VOA.as an AM* sement �••••; of any product, for sales, advertising or any other purposes shall automatically--terdinate tiis N(�A.,Plihire • to comply with any section of this NOA shall be cause for termination and removal of NOA. •• • ADVERTISEMENT: The NOA number preceded by the wordsMiami—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. 12-0307.06 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 Janne D. Gascon,P.E: Jia„�1 NOA No. 14--0908.18 MIAME•RADE COUNTY Expiration Date: August 22,2017 l2 ' Approval Date: December 11,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-030 7.06) 2. Drawing No. L4200"6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, 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 along with marked-up drawings and installation diagram of an arch-and a rectangular fm-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated- 03/05112, signed and sealed by Rafael Droz-Seda,P. E. (Submitter)under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing,,Inc., Test Reports No.'s HETI-09--2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI 09-2584, dated 07/10/09,HET149-2582, dated 07/10/09, HETI-09-2580 and dated-0�1/10/09, all signed and sealed by Candido F. Font,P. E. ; •• •••• (Submitted under previous NOA No. 12-0307 06) ' 0 0 • . • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading j�f XC,TAS 209 2-94 ,• ••. along with marked-up drawings and installation diagram.of a sootangulan•••• fin-frame fixed window, prepared by Hurricane Engineelkv•8c Tesfrtzg: Inc.";9.. Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI:09 26'11, Mated"Oe �O 09/04/09, HETI-09-2585, dated 07/10/09; HETI-09-2581Jdatgd 07/1��b� and • HETI-09-2579, dated 07/10/09, all signed and sealed by Candf doqF.�Font,.P.E 9000:0 (Submitted under previous NOA No. 12-0307.06) 9999.• . 9999.. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading perFBC,TAS 202-94 ' along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI43-1778, dated 01/30/03, HET143-1779, dated 01/30/03 and HETI43-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14--0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin--frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz Seda,P. E. (Submitted tinder previous NOA No. 03-0327.11) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 along with marked—up drawings and installation diagram of a circular arch fin--frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215,dated 04/08/02 and HETI-01-1193, dated 04/08/02,both signed and sealed by Hector Medina,P. E. (Submitted under previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated.QV08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/1142, alf signed and... ;• sealed by Hector Medina,P. E. 0..• • • (Submitted tinder previous NOA No. 02-0701.0.1) ...... .... ...... C. CALCULATIONS .... .... ..... 1, Anchor verification calculations and structural analysis, eerplying with ;FBC,•••' prepared by manufacturer, dated 03/01/12, signed and sealed'b�•Thoma§'J.'Sotos;•*: P. E. ...... • . . . . ...... (Submitted under previous NOA No.12-0307.06) •""' • 2. Glazing complies with ASTM E1300-04/09 •• • :0: •' D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129,27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB InterIayer"dated 04/11/13,expiring on 12/11/16. 2. 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. 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. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 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, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitter)under previous NOA No. 12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09 2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HE'f1A@9-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-091.-258% dated'07/10/09','':: HETI-09---2613, dated 09/04/09,HETI-09 2611,dated 09/d,f/O2i HE'Pj-.0�-2585...;• dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-0$;2529, dated 07/10/091 • all issued by Hurricane Engineering & Testing, Inc., signed and sealed by.lido Ft • Font,P.E. (Submitted under previous NO3fNo. 12'OV7.06) ". 6. Laboratory compliance letter for Test Reports No.'s HETI-124013) dated 43/5/12,...• HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 0l/jQ/•Q „HETI-Q3-1779, .' dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03,*17 '7; dated.qY, 0/03,----:. HETI-03-1774A, dated 01/30/03 and HETI-03-177411, dated V*V30/03, all issued....: by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael43roz* , Seda P. E. (Submitted under previous NOA's No.'s 12-0307.06) .G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange--Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 j I 74,000' SERIES-4200 J 6200 FIXED IMPACT WINDOW — FLANGE FRAME WIND OWBIWIDTH a D.L. OPG. 12'MA. O O APPROVED WINDOW ELEVATIONS (L M IMPACT) A TYP• too10 y �z+ MAX, TYP, N el F AT CORNERS ~Q 01 I `u vI o m ul o = N OK, W WINDOW HEIGHT WINDOW HEIGHT t— __________ =?==ac==== 0,0. FO WINDOW HEIGHT L—T Z %• IA L'1 TYP. JCWINDOW1� ('13 8 0 NLA j li D O W v 'G _.DTH •D O�.J ii /' . .1 W M':Zr ! O N WINDOW DTH WINDOW VIDTH Fl ii ti O RT R—RO ND EVA110 Z - O C _ PRODUCT REVISED HALF—ROUND TYPtCAI ELEVATION ARCHED PICTURE.WINDOW 3as canpl9iug with the Flo" a m ii Hulding Code �O ^ „�, � I AaeptencoNo 0a 18 SJ a O o0 E'1 it G t0 D 0l f By W 0 ,vbxW de Product CoDIF WINDOW HEI EXT.& INT.FALSE COLONIAL WINDOW NEIGH WINDOW HEIGHT TYPICAL ELEVATION NIAJTINS ARE APPLIED V/ I W/ SILICONE AND ARE t•i L 1 TESTED UNIT AVAILABLE AS OPTIONAL. ar 6 I W?��H Y— - MAXIMUM GLASS AREA TESTED APPLIES TO V) 15 o Io-= WINDOW VIDTH GLASS TYPES: E, F, J, K AND L. - SEE o VTNDOW VIDTH IY, HEXAGON TYPHSII FIEVATIO DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT HT W co Q RECTANGULAR TYPICAL ELEVATION SQUAB PICTURE m WINDOW ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. a 1 - - MIAMI-BADE COUNTY APPROVED p SHUTTERS NOT REQUIRED � W N General Notes: A � WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS FA WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE LE HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. WIWINDOW (SHUTTERS NOT REQUIRED) v DTH vINDDv vlmH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED $O THAT THE BUILDING I FALL ROUND TYPICAL FLEVAnoN WINDOW VIDTH j RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS Ri OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. S RECTANGULAR TYPO n EVATION SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) 5 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND FO TO BE REVIEWED BY BUILDING OFFICIAL. (— 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOW HEIGHT VINOOV � HE DO J WINDOW I EIGHT FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; Z e LEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). d 4�� f 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 301t. IN THE HVHZ, THE ; g WINDOW WINDOW WIDTH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT f VIDTH RESISTANCE REQUIREMENTS FBC-2014, Section 2411.3.3.7. #i LEGGED EYF BROW ELEVATION WINDOW WIDTH ( ) OVAL TYPICAL ELEVATION • 000 •• 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. •• •:0AN`EL:'. •• 9.) WOOD BUCKSFALSE INCONTACT WITHNIAL NTINS ARE CONCRETE ONCRETE MU3TONAL & AND ARE APPLIED W/HE PRE SURE TREATED AND AN BORED �ONE '„W I..��r++++gyp • • *0* •• •• • • • • (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 05•'•��• �•'N� �r 1 ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL b�•: SHAPES AS SHOWN,CAN BE VERIFIED WINDOW HEIGHT 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. a a t;•- - I WINDOW HEIGH • BY�HIIIN!��7SICAISOUArF9 ORING RRE��TANGLE,NDOW HASE •11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS sS to 99 IN DOiI�O iJNEtcll AOBTAIVG • • USING AMIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE .„„DD� • aLtOwnet E La DE SE •• • • LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ' I WIDTH SAt PROIID�D PE ENTIRE MULLED SYSTEM.WINDOW WIDTH f• FAfJTENEIIS A AS 0 EO�IER�IN F� • • fl�.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. Sr OCber ' I OCTAGON TYPICAL ELEVATION Ipn AI^TYp,a EVAnoN 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE �P++A+rF Ta`+1P1�� T PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA HLDG..CODE. A • • • • • • • • • • 000 0 0 0 ••• • • #14 S. S.W/1 1/4' ' #14 S.M.S.W/ ! 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. ,PT.WOOD BUCKS N.EMBEDMENT INTO WOOD. - 8 TO BE REVIEWED BY BLDG. OFFICIAL(TYP.) (SEE ELEVATION AT SHEET #1 L (SEE ELEVATION AT SHEET#1 FOR MAX.FASTENER SPACING) FOR MAX.FASTENER SPACING) liv,MAX - S"IM SPACE INTERIOR 1' MINI SILICONE ADHESIVE p p A O INTERIOR FINISH BEDDING COMPOUND - m .Z z NOT BY LAWSON INDUS7RIE$INC, E GIST LAMINATED GLASS Y- ... ___________________________ 10 (a y„ DG .. >v:.;... ... INTERIOR �,,•,.,.,,r•, �.>.• ...:.., .,: MIN.EMBEDMENT INTO CONC. m °- I/4'TAPCON W/1 1/4' (o ;.: .o >.- a`::d �_,•.r:b1; ".•+ °'(SEE ELEVATION AT SHEET#1 Cb A o ' ----""`"""""`----""--"--"---- EXT. GRADE 1 FOR MAX.FASTENER SPACING) CAULK m p p Z QN zx 7BME z):EXT.GRADE BACK BEDDING � a 1 I/4' MIN. o^w Z CC TO BE APPLIED BEHIND Al _ __ _VEATHERPROOF MEFLANGE BY W hMBEDM N -- --- - _ _ _ 002 d N INSTALLER(TYP.) ' r, ... __..: ... ... .... .:: ..°`.. 1 1/8' MIN. '�77 I Nil STURE BARRIE I ! q BY DTNERS(TYP, it i .. ----_----_ - •'° EDGE DISTANCE .•r ti c " N MSN _____ g �I ';,i;,.;Q'�••, Cpai 1 pp EXT. GRADE CO 2 EXTERIOR DO Y•.` +!. p z EXT N CAULK E%TEEXTERIORGRADEJ �,;2��;.1.,., ERIORIt-.';:'w !', �+ o PERIMETER CAULKING (Cy ?, •:i3 Y�-^�'-•' �;sl°,,.J jl: EXT.GRADE PERIMETER {ry. (" O "'r•• '' ��"" CAULKING NOT BY WINDOW FRAME VIDTH j�, LAWSON INDUSTRIES', C C� lam (TYP.) P E APPLIED BY OTHERS � P MIN, #14-S.M.S.w/1 I/a• 1/4' TAPCON W/ 1 1/4' O STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN.EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC, 1 LT Q N EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 (E BE SPECIFIED BY ARCHITECT OR G.C. FOR MAX.FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. N kI I E (EXTER1Nt FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES,IME, MUST SUSTAIN IMPOSED LOADS Fa. EXT. GRADE 1 I/e'MIN. CV CAULK f V WOOD FRAME INSTALLATION DETAIL 1 1 4'EMIN 8�+ P v" P• v l 1 4 MIN. :! A a AEMBEDMENT a d' A _ �� s..,.:7.•' v,-O d. d. •'•.. �: � 11'1 Qi •l< � N V EXTERIOR GRADE PERIMETER CAULKING SILICONE ADHESIVE .. 6 BEDDING COMPOUND B 10 EXTERIOR INTERIOR 5 11 4 d B WINDOW INSTALLATION NOTES: 1/4' MAX. 1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, njTYP 10 LAMINATED GLASS Q GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 BY WINDOW INSTALLER (TYP.) �� 2. BEESEALEDEW EAN APPROVED EXTERIOR GRXT. PERIMETER (IF THE ADE CAULK TO RIBEDMENTN O 3 ii ii 71 `co@'/ Ila�g�,�f�Bl RADE BY OTHERS (TYP.) •• ••: : •• : PERINETER0 EXTERIOR GGAULNING - e +''!'''�,'•v .. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 01 T•G DE • • w� !4i1S IO LL hs O MASONRY IS LESS THAN I/B", SHlld3 ARE NOT REQUIRED. • CUL • • • • • •• ANCHORS NOTE: WOOD BUCKBY •! a .PAADUCT VISBD ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR A e L f 1/4'MlNascDm�lyiiMs4ltN(BBFMddD o • da° d EMBEOMENTPIi{IdiD Code �Q 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • • ••• • • ° A •AADceptn�Ifcl)DID r`�•.1 B I WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR •.• • • '.1 . 0 4 fl w'' .,:•{,.„ CONC. AT 12' O.C. MAX. • • • • • •• • �` - •. • • • •• • • • ••• ••• :Aialnl 13#dH Product Cunl 6 •• • La • ••• • • • • • • • • • • • ••• • ••••• i LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/16" LAMINATED GLASS CO POSITION - TYPE A SILICONE ITEM ITEM DETAIL SCHNEE-MOREHEAD SM 5731 f ITEM GLASS DESCRIPTION DETAIL DOW CORNING 899 a 1 I/e' ANN.GLASS •�- _ TREMCO SPECTRUM 2 p O va• :__-___:-_. 11 1 1/8'ANNEALED GLASS 1 a• 2 0.090' SAFLEX PVB-SOLUTIA 2 0490' BUTACITE PVB-OUPONT / ____ � 7. 3 1/8'ANNEALED GLASS �' I r%0 00 3 1/8'ANNEALED GLASS PACE V° 1 a3t0• A I; n I 4 1/4'INSULATED AIR S ' f TI ii 5(a) 1/8' ANALED iii OR TEMPERED GLASS ( t B 18 LAMINATED GLASS COMPOSITION - TYPE D 8 i LAMINATED NE a iii MONOLITHIC m O N CKKS N ITEM GLASS DESCRIPTION DETAIL is I� O LAMINATED INSULATED GLASS COMPOSITION TYPE C 1J_ _ � 1.I 3 w v w F 1 1/8' HEAT-STRENGHTENED GLASS /e• IT DESCRIPTION DETAIL A :. :__-:--::_.:_� Z W o O U Ga _ 2 0.090' BUTACITE PVB-DUPOFIT GLAZING STOP 1 I/8'ANNEALED GLASS __ I ® CIRCULAR WOWS. J 7- > q d' 3/16'-._._._._._._. O 3 1/8'HEAT-STRENGHTENED GLASS 1 9340' !„ N 2 0.090' SAFLEX PVD-SOLUTIA i 1 ® i/t• ao LL o 3 1/8'ANNEALED GLASS �Aa" '---_ x - 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY-PSF 4200.6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART- DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES WINDOW DIMS.I GLASS TYPES h WIDTH LENGTH A B C I D E F G H I J K L WIDTH LENGTH A B C D E F G H I J K L In• +/•DP +/-DP +/-DP +J-DP +l-OP +/-DP +/-DP +/-OF, +J=DP +I-DP +/-DP +!-DP In. in. +/-DP 41-DP +/-DP +!-DP N-DP +!-DP +!-DP +/-HDP +/-IDP +/-DP +l-DP +I.OP O O 24" 69 - 68 69 1 6865 68 69 68 6B 78 65 68 19.1/6' 68 68 68 68 65 68 68 66 66 79 65 68 Q 30' 88 89 68 66 65 68 68 68 68 78 65 68 26-177' 68 68 68 68 65 68 68 68 69 79 65 68 M u0 36' 88 68 88 88 65 68 88 88 68 78 65 8637' 26" 68 68 68 68 65 68 68 68 68 78 66 68 n e H 42' 88 89 68 68 65 66 68 68 68 78 65 68 48" 68 69 68 68 65 68 68 68 .68 78 65 68 N 1 p p, 46' 68 68 88 68 65 69 68 68 68 78 65 68 o tO o 531/9" 68 68 68 68 65 66 68 69 68 78 65 68 0 4 54" 68 68 68 68 65 69 69 68 68 78 65 6819-119, 68 68 68 88 85 68 68 68 65 78 65 68 m o of 88 89 68 68 65 68 68 68 68 78 6 68 o 2612" 68 68 68 68 68 8868 68 79 65 68 eL Y 24" 88 66 68 68 65 68 68 68 86 79 85 68 3 30' 68 68 68 68 65 68 68 6B 68 78 65 68 3T' 38-&6' 68 69 68 88 65 68 68 66 2 66.2 78 65 68 i y 48' 68 69 68 68 65 68 68 63.8 63.8 78 65 6B �i o p 1> 36' 69 68 68 69 65 68. 68 69 68 78 65 69 53.18" 68- 69 68 66 65 86 68 63.8 63.8 78 65 68 -I Z 4 4Z' 48" 68 68 66 68 65 66 68 64.7 58.3 - 78 6b 68 1&118" 68 68 68 68 65 66 58 68 fib 78 65 68 m 1 y k 0 46' 68 68 Be 68 65 68 68 56.6 51 78 65 68 261/1" 69 68 68 68 65 69 68 68 66 78 65 66 1 54" x x x 68 65 68 68 56.6 x 78 66 68 37' 50-5/6' 68 69 68 68 65 68 68 68.2 66.2 78 85 68 k7 N 80' x x x 68 85 68 68 x x 78 65 BB �� x x x 68 65 68 66 x 51 78 65 68 2 04 �4 24" 68 68 68 68 85 6B 89 8 65 53.1/8" x x x 68 65 68 68 x x 78 65 68 ti (n m 30' 60 68 88 68 65 88 68 68 68 78 65 19-116' 68 88 68 68 65 68 68 69 68 78 65 68 p W 36' 6B BB fib 6B 65 68 68 68 - BB 78 65 26177' 68 68 66 68 65 68 68 69 fib 78 65 42' 60" x x x 68 68 68 6x 58.3 78 65 6B 37- 68 w 68 68 85 68 68 x 662 78 65 68 46' x x x 68 65 68 68 x x 78 65 68 �., x x x 68 65 68 88 x x 78 85 69 U C7 54" x x x x 65 x x x x 78 65 6B � L9 53-18' X x x x 65 68 x x x 78 65 68 br y z m 60' x x x x 65 x x x x 78 65 68 H < 19-1/6' 68 66 68 68 65 6B 69 68 69 78 65 88 ti 24" 88 63 68 69 65 EB 89 89 88 78 BS 68 b q 3(7' 68 68 68 68 65 68 68 68 68 78 65 69 26-1/7' 68 68 68 68 65 69 68 68 68 78 65 68 Oi 37' 63" X x x 68 65 fiB 68 x 662 78 66 68 In 36' x x x 68 65 89 68 65.5 88 78 85 68 w 46' x x x x 65 68 x x x 78 65 69 p 47' 72" x x x x 65 66 x x x 78 65 53178" x x x x 85 EB x x x 78 65 69 46' x x x x 65 x x x x 78 65 68 W 02 54" x x x x X x x x 74.7 65 68 19-116' 66 68 66 68 65 88 68 68 68 79 65 68 H to 6O' x x x x x x x x 72 65 68 261!7' 68 88 68 66 85 69 88 x fig 78 65 68 F p d 24" 68 68 68 66 89 88 68 68 78 65 68 �" 74" x x x 66 85 69 88 x x 78 65 68 30' 68 68 68 68 65 69 68 68 68 78 65 68 x x x x 65 68 x x x 75.6 65 68 (� 36' x x x 68 85 fib 68 64.9 69 78 85 66 53-1/8" x x x x 65 68 x x x 72 85 68 I� 47' 74" - x x x x 65 x x x x 78 66 66 19-18" 68 69 68 68 65 68 68 66 68 78 65 66 t+ 46' x x x x 65 x x x x 75.6 65 68 261/7' 68 68 68 68 65 68 68 x 68 .78 65 68 64" x x x X 65 x x x x 71.5 65 68 3T' 74-1/4" x x x 68 65 66 68 x x 78 65 6B 1 W 60' x x x x 65 x x x x 68.7 65 68 46' x x x x 65 69 x x x 75.2 65 68 3 24" 68 63 68 88 65 68 68 68 68 79 85 68 53-1/6' 66 68 68 x 65 88 x x x 71.6 65 68 48 30' x x x 66 65518 68 68 6B 78 65 68 a 84" x x x x 85 69 x X x 79 85 69 N 47' x x x x 65 x x x x 78 65 68 46' x x x x 85 x x x z 73.5 65 66 v $ 24" 68 6968 65 69 68 88 78 65 68 r 30' 95.1x,. x x x x x 65 68 x x x 78 65 69 36' x X x x 65 x x x x 78 65 Be 42" x x x x 65 x x x x. 76.8 65 88 24" x x x 68 65 66 68 66 68 78 65 fib Notes * ~ 30' 106' x x x x 65 x x x x 79 85 68 Ni x x x x 65 x x x x 74.7 65 1 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS& SILICONE OPTIONS. $ 24" xx x 65 x x 78 65 61-1 2•) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ' x x x x x x 78 65 89 3D' 120' x x x x 85 x 36' x x x x 65 x x x x 74.1 65 68 ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL z z BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT d } RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). $ f f • f • 7pj • • • • • : • • I EAkta� w•• •• b• m„ •f ••f •f � o 0 � w PRODUCT REVISED .; VN f 3 ae as UCC PwiBl Bio Florida z N • ••• f • • • i• • AcceplODoe No �y .7�-• ••• • ` s• • • `•• ••WITH AND LENGTH DAIENSIONS CAN BE ORIENTED ��rr / +•��/ ••pg% • •! ••• • VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. "41nm -ade Pita^C Control �Tli! 11111 W •f• • d see A tic x 1/ PN SNS BILL OF MATERIALS FRAME 3eVB FRAME HK,rRN.E ERO r.4tFNEONiRN IxgO[i0 ITEM PART /j QUANTITY DESCRIPTION MATERIAL REMARKS aVmoe or awes 1 L-4201 2FRAME HEAD/SILL/JAMB 6063-T6 - 0 0 o qy 2 L-7708 4 GLAZING BEAD (5/16•' GLASS) 6063-T6 - Ir4 3 L-7708 4 GLAZING BEAD (3/8" & 13/32•' GLASS) 6063-T6 - i N as Ca c 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - \\ o C 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS INSULATED) 6063-T6 - �\ �® I z d R L) s 7 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS \�. �® I a Hen a p Z yl O o \ W S q N .a 8 L-4204 AS REQD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - FRAME ` \® 0D o c 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC — 7 RECT.OR SQUARE WINDOWS R cQ 10 s AS READ. GLAZING SILICONE — TYPICAL CORNER CONsrRucTION ti E o CIRCULAR WINDOWS 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" OR MITER CORNERS rA $ O 12 812-25H-357 AS REQD. TruSeal" Duro Se01 Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE p FRAME RADIUS JOINT FRAME END CORNER {WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS 1 2.643SEALANT. 1281 •310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED .850 -1 SILIE IC NE AND PERIMETER OF GLAZING BEAD WITH CLEAR a I 7 .062 TY P 291 .391 V N .050 I O TYP. .808 ,773 � j �1•5 69 2 GLAZING STOP 4 FRAME HEAD/SIL (5/16" GLASS) P14LODUCT REVISED t as conTplylug wiW the Florida a w 310 BuRding Cade JJ��QQ I 7- AcceplanceNo .040 I •0<0 SEE MULUON APPROVALS FOR 6Kp1 0• �,-i No o .850 _� .850 ---r.250 MULLION TYPE,SIZE AND LW. ..- DESIGN PRESSURE LIMITATIONS. B 272LMiami adc Pro ua Control " 7 050 j I .050 I� ALUMINUM MULLIDN 5 6 TYP. 1�- TYP• .773 Ia. (ALUM.0.078'MIN.THICK) SEE MULLION APPROVALS FOR o •773 �, p 12% 3/4' S.D.S. MULLION TYPE,SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS. 0 3 GLAZING STOP GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN ------ AT le QC.MAX, INTERIOR NOTE:THE LOWER PRESSURES OF y (3/8" & 13/32' GLASS) 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN a SHIM z x s .310 aso osa INTERIOR .eso i s ,992 oso .0 2 ' 1 B Iz S.D.S.x I I/a•L. TYP. II AT le D•C,MAX. TYP. I I I NOTE: 5 .6Ba eoo i • • • •• 6 INSULATED GLAZIN SibP • • • • i • ' I AALUM.TO BE PANTED OR PLATED. �O,LL STEEL IN CONTACT WITH 'GJ.�*....�. �/+v"?.- INSULATED GLAZING STOP W 7 16" LAMINAT GLASS •• • - E� II 2. METAL STRUCTURES: Q: W/ 5/16" LAMINATED GLASS / / • • • • : • • _______ A)STEEL:Fy=36 KSI MIN. LL b••9:2- I� • • ••• • • • • ... .. (STEEL 18 GA.MIN.THICK -0.048) N 0 Od'Sa TYP,�I •• ••• - YS-- B)ALUMINUM 6063-T5 MIN. W Q—T (ALUM.0.078'MIN.THICK) IIuII 808 C;E WINDOW FRAME E PER WINDOW FRAME 1 L r • —� • ••• •• ••• EXTEIROR GRA • E2 EXTERIOR .466 • • • • • 'ERIMi1t:CSEALANT A KI GLAZING STOP (CIRCULAR WDW.) •• • • •• •i • ••• �i2AME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL ,•��la, I ••• ••• A • ••• • •