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WS-16-2457 Permit NO. S-9-16-2457 �suoR s o,� Miami Shores Village E Permit Type:Windows(Shutters 3 10050 N.E.2nd Avenue NE ] A ""`'" Ple r 'Et Classification:Window/Door Replacem "" Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FLORIDA Issue Date:9/2112016 Expiration: 03/20/2017 Project Address Parcel Number Applicant 1178 NE 99 Street 1132050180120 Miami Shores, FL 33138- Block: Lot: NICOLE&JEFFREY MUSAFFI Owner Information Address Phone Cell NICOLE&JEFFREY MUSAFFI 1178 NE 99 Street (561)414-9398 (954)993-5151 MIAMI SHORES FL 33138- 1178 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 23,558.40 CF CONSTRUCTION AND REMODELIP _.. .._._�.._ ..... Total Sq Feet: Type of Work: Available Inspections: No of Openings:29 Inspection Type: Additional Info:INSTALL WINDOWS AND DOORS AS PER PL Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amo]ntoPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-9-16-61228 DBPR Fee DCA Fee $0.00 Education Surcharge Permit Fee Scanning Fee Technology Fee Total: $ In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. September 21, 2016 Authorize ure:Owner / Applicant / Contractor / Agent Date Building Department Copy September 21, 2016 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 I _ 1 GO Inspection Number: INSP-271894 Permit Number: WS-9-16-2457 Scheduled Inspection Date: December 09, 2016 Permit Type: Windows/Shutters Inspector: _ O)09 dA-q Inspection Type: Final Owner: MUSAFFI, NICOLE&JEFFREY Work Classification: Window/Door Replacement Job Address:1178 NE 99 Street Miami Shores, FL 33138- Phone Number (561)414-9398 Parcel Number 1132050180120 Project: <NONE> Contractor: CF CONSTRUCTION AND REMODELING INC Building Department Comments INSTALL WINDOWS AND DOORS AS PER PLANS MOA Infractio Passed Comments INCLUDED WITH PLANS INSPECTOR COMMENTS False 21 WINDOWS 8 DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-266707.-1'V2212016 NEED TO SEAL ALL SCREWS ON THE WINDOWS AT S.W SECTION OF HOUSE AND THE SIDE OF THE WINDOW AT THE CONNECTION WITH THE STRUCTURAL COLUMN. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 1� December 08,2016 For Inspections please call: (305)762-4949 Page 18 of 31 A �� Miami Shores e Villag Building Department SEP ose'6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Bim` Tel: (305)795-2204 Fax: (305)756-8972 (� INSPECTION LINE PHONE NUMBER:(305)762-4949 E)T T FBC 20 t T BUILDING Master Permit No._gl'_-�� b T �IF D PERMIT APPLICATION Sub Permit No.W E BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 / 7t i W � � Y U- City: Miami Shores 19012-0 County: Miami Dade Zip: Folio/Parcel#: /132-0-P� Is the Building Historically Designated:Yes —N0- Occupancy OOccupancy Type: Load: Construction TyppType: A,,,, Flood Zone: BFE: lF,FE:g2 q OWNER: Name(Fee Simple Titleholder): A&6Da t d 4*4I /�'1 .4 Phone#:J-(0 Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Iy Phone#: 1"yY4 � Address: _3.� Z CApcP — City: /-IA" A-z4A / �^ State: Zip: 3 3 Qualifier Name: G t-04-cool 9)-j 0) A-10 A Ar 2 Phone#:,7OJ'S S" s-3 / 9 tate Certification-or Registration#: C(,e /J b 7 6 3 Certificate of Competency#: DESIGNER:Architect/Engineer:" Phone#:319,J'--3 S-03 Address:_ 3-Z o Al e� l0 [ 5-q-&. r&-r City:M('#?W gZLA5ate: zip: 1 Value of Work for this Permit:$ Z 13le r I D Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: /U f t L Lt/6/(J�r cJ P A. Gf PL-ly /y D SI' !/`I e-t-vgd2 .L-/'7 LA r44W--(- - Specify color of color thru tile: Submittal Fee$ J(er Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural views$ 7 Bond$ / ��41jv" TOTAL FEE NOW DUE (Revised02/24/2/2014) � 22 , 0Go '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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Signature Signature WNERorAGENT CONTRACTOR The foregoing ins ument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of A J a t 20 \40 by z day of A V CDos 20 %S by wh(is�er"' s a ly kQ2�s to «">f0 �lls+.yA A6Ch personal) ky on��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: Sign• SignLi ,_�4 Print: C4,,0 Print: "-may 1\�,L3& coq- y Seal: ,r,✓c LENER CASTRO Seal: +y MY COMMISSION#FF093479 LENER GASTRO My COMMISSION#FF093479 EXPIRES:FEB 17,2018 EXPIRES:FEB 17,2018 Bonded through 1st State Insurances a Bonded through 1st State USUfBf ************************************************************* * ******************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,s 002325 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS ISNOT ABILL—DO NOT PAY \�LBT_/ 5398565 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES C F CONSTRUCTION AND REMODELING INC RENEWAL SEPTEMBER 30, 2017 3532 SW 113 CT 5637591 Must be displayed at place of business MIAMI R 33165 Pursuant to County Code Chapter 8A—Art 9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED C F CONSTRUCTION&REMODELING INC196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 2 CGC1507638 $75.00 09/02/2016 CREDITCARD-16-050804 This local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami--Dade Code Sac 8a476. For more information,visit www.miamidsde aovftaxcolleclor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1507638 U# The GENERAL CONTRACTOR Named below IS CERTIFIED " ` Under the provisions of Chapter 489 FS. ��WE Expiration date: AUG 31, 2018 f , FERNANDEZ;CLAUDIQFERNANaO ' �'-• � - CF CONSTRUCTION AND�RENI'ODELING INC = `� "3532-SW,113 COURT - - MIAIMI-' f Y FL 33165 i UED-08/24/2tifis DISPLAYAS'REUIRED"BY`rAVV` �1 –SEQ*' L1608240002639 1 -'------'----a -'__ '-------- --__r-... .. .. ...'--'------'-"-a•--a•r-•r_^rr_--_.�r._.r�.___ ..�— •--�.. r/1�W�101M f1 rr�cr BCLS Home Log In User Registration Hot Topi s Submit Surcharge I Stats&Fads i Publications FBC Staff acts Site Map Links Search nda pr Product Approval usER.Pubic User .I. a Product Aooroval Menu>ProduR or Amka[bn Search>Aoolcation tlst>AppNmtlon Detal �K+ . •tip FL# FL16902-113 Application Type Revision Code Version # Application Status Ap Comments Archived Product Manufacturer 4 '--AELPD Wil Address/Phone/Email 37.374Lakeport Blvd atiiath Falls,OR 97601 `60)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden Validation Checklist-Hardcopy Received •• ••• • • • t • •• f Certificate of Independence• .; ••: : : :•`. FLM902 R3 COI COI JW SS 2015-04-27.Odf Referenced Standard and Year(of Standard) Standard Year • ••• • • 41105 291 rq. • 1994 • • • • • • • 41 1 •4'AS to; .• 1994 TAS •• • • •• • • • • • •LQ3'. f 1994 • •• • • • • •'£1.. Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • lea ci CIO 40, Qg�,o�� .�Ac c,°G`o �G�`�+�osDTss'`�`•:��c�Ga�� c iii �e '� .1.�.'�`- `'.L�fY �Za t_"c� • • • • • . . . . . . . . . • .. .. . . . .. .. • ------^------a —'-- -------- ---'r-... .. .....--`--------^---a•--o•r-•r-_^rr--'-•^-r--•r^---- •• -- '--mac• Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16902.1 Architectural Fiberglass Single(X)Impact Opaque Side Hinge Doors 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16902 R3 II A010896.12df Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16902 R3 AE PER3488.pdf Created by Independent Third Party:Yes 16902.2 Architectural Fiberglass Double(XX)Impact Opaque Side Hinge Doors 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16902 R3 II A010894.bdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16902 R3 AE PER3489.pdf Created by Independent Third Party:Yes 16902.3 Architectural Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Side Hinge Doors 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16902 R3 II A01090Z.W Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16902 R3 AE PER3490.pdf Created by Independent Third Party:Yes 16902.4 Architectural Fiberglass Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Side Hinge Doors 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16902—R3, II A010891.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16902 R3 AE PER3491.pdf Created by Independent Third Party:Yes Bads Next •• ••• • • • • • •• •• • �toRoa ::4L4 ne d.TaWass hee FL 32399 Phone:850-487-1824 •• ••• •• • • • as The State of Florida is an AA/�O employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emai addresses are pubic records.If you do not want your e-mail address released In response to a pubic-records request,do not send electronic mai to this entity.Instead,contact tpe offp%W phone as by traditional mai.11Wou hhSany questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October j,2812,iaensees icensef uAder4t;haptej'.445,F,. rrwst provide the Department with an emai address if they have one.The emacs provided may be used for official con*mullicatidh with the r�seeyHoWever evaii•dd•ess•s are pubic record.If you do not wish to supply a personal address,please provide the Department with an efio adds Ach can mad�availabit tovthexpuA.To determine if you are a licensee under Chapter 455,F.S.,please click here. •• • •• • Product Approval Accepts: W ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND E J O�M ES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADM INIST RATIO V1g1v T(786)315-2590 F(786)315-2599 NOTICE OF ACTAN ` A www.miRmidade.gov/economy Lawson Industries,Inc. 8501 NW 90th Street Medley,FL 33166 SCOPE: This NOA is being issued under the applica le rul 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. L420"200-1201, 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 date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sha11 be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically-terminate this NOA. Failure to comply with any section of this NOA shall be cause•for.terinination and removal of NOA. ADVERTISEMENT: The NOA number preceded by',the words Miami—Dade'County, Florida, and followed by the expiration date may be displayed,iri.;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 slta)l be�roy&dsa to t9e Maser by the manufacturer or its distributors and shall be available for inspection at the jd1J sJe jt jhj r$QQesrgf the Building Official. This NOA revises NOA No. 12-0307.06 and corislsts orthis pag8 1 'and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed byJint@ D.GJUQv;P.,E:.'• 000 NOA No. 14-0908.18 MIAMt•QADECOUNTY 5, s01WN Expiration Date: August 22,2017 Approval Date: December 11,2014 • ••• . . Page 1 . . . . . . . . ... . . . ... . . t v, o a y y +t C b AP CIO r�c �fi CS"��a `'�g '-�� a�•a,y yR' •_�`,• . . . . . • . . .. . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... T Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 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 fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz--Seda, P. E. (Submitted 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-flame fixed window, prepared by Hurricane Engineering & Testing,,Inc., Test Reports No.'s HETI-092614, 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, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 12-0307.06) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, 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 HETI-09-2613, dated 09/04/09, 11&1-09-2611' ETI-092611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, 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 HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz--Seda, P. E. (Submitted under previotis NOA.No.•03-8327.11): : .'• . . . .. . . . . . . .. . . . . ... . • Jaime D.Gascon,P.E. • • • • • • • •• • •• •• C041i Control Section Supervisor .. •• •• NOA No. 14-0908,18 Expiration Date: August 22,2017 ... ... •Appvoval Date: December 11,2014 . .. .. . . • .• .. ... . . . ... . . 1 S 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 fm—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 under 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, Loading per 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 cinder previous NDA 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—flame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No:12-0307.06) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). .. ... . . . . . .. . . . . . . . . . . • ••• ' Jaime D.Gascon P. - •.; •.: : : . VradLCt Control Section Supervisor % . . . . . . . .• •• NOA No. 14-0908.18 Expiration Date: August 22,2017 ... ... Approval Date: December 11,2014 . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . 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 Interlayer"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 5'h 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. (Submitted 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-092614, 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, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-2613, dated 09/04/09,HETI-09-2611,dated 09/04/09,HETI-09-2585, dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-I1-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-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;'Allflpi4uM XUeO TVVdow - L.M.I.", approved on 05/24/12 and expiring on 08/22/17% •: •*: : : :•: 0• • ' Jaime D.Gascon P.E. . 11•od$icCcontrol Section Supervisor .. .. NOA No.14-0908.18 Expiration Date: August 22,2017 j4pprpval Date: December 11,2014 3• . . . • ... 0 . 0 .... . . r MIAMI•DADE MIANII—DADE COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwnv.miamidf de.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 D )unty and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expir•atior , to st e, b Wnhe 'ami-Dade County Product Control Section(In Miami-Dade County)and/or the A i as # er tJ4 rami-Dade County)reserve the right to have this product or material tested for a ria v pu o es. If this product or material fails to perform in the accepted manner, the nianuthe pense of such testing and the AHJ may immediately revoke, modify, or suspend tl , e sfod;i oTaterial within their jurisdiction. RER reserves the right to revoke this acceptan r is etne� Miami-Dade County Product Control Section that this product or material fails to meet t �r cc i semen s"of the applicable building code. This product is approved as described herein, and has been diWgned 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 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and-renioval of NOA. ADVERTISEMENT: The NOA number preceded by 'the words Miami Dade_ County, Florida, and followed by the expiration date may be displayed.irl 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 shalr bF r8vtleo jo:OF deer by the manufacturer or its distributors and shall be available for inspection at trip job sire At Mere l✓st pf the Building Official. This NOA revises NOA No..12-0127.08 and cong6ts bAlils?page 1 lira "aence pages hr1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed byJ`ainND.Gpsconpy. E. .. . • �,, NOA No.14-090$,.14 MIAM4DADECOUN7Y f;Y:z;'-' , Expiration Date: April 11,2017 Y .-,'�°`;: •.• ., Approval Date: November 13,2014 Page 1 �r • • • • • • • • • • • � J Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitter)raider previous NOA No. 11-0 705.10) 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--tip 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 Candido F. Font, P. E. (Submitted under previous NDA 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, HETI40-3053, 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. (Sitbmitted under previous NOA No. 11-070510) 3. 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-tip 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-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI--10-3226, dated 03/23/11,signed and sealed by Candido F. Font, P. E. (Submitted wider previous NDA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX confrguvion,prepared-bi Ew•iltane Engineering & Testing, Inc., Test Report No. HETI-1Q 25• dated C1 72 'l ; signed and sealed by Rafael • •• •• .. E. Droz-Sella; P.-E. /- (Submitted under previous NOA JYQ. 11-0705,10 ' • Jaime D.Gascon,P.E. • •. •e .-Act Control Section Supervisor •• NOA No. 14-0908,14 Expiration Date: April 11,2017 ••• ••. Approval Date: November 13,2014 J 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 24113.2.1, TAS 202-94 along with marked—up 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. (Subrniitted under previous NOA 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 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 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. 13-0129.27�is;ued to E.I.DuVont DeNemours & Co.,Inc. for their"DuPont Butacite®PUB Infelrlat c0.".,dotjl b4/11/13, expiring on 12/1.1/16. ••• •:• .•. •• • Jaime A P Gascon,P� •• • • .. . . . . 41et Control Section Supervisor • • NOA No. 14-0908.14 Expiration Date: April 11,2017 ..w . . . 0:0 • Approval Date: November 13,2014 . . . . . . . . . . i 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 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, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitter)under previous NDA 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 tinder previorts NOA No. 12-012 7.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, 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 uurler previous NOA No. -11-0705.10) 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 uu(ler previous NOA No. 11-0705.10) 7. Laboratory compliance letter for 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-08-21168, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F..Font, P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL--3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0129!48: i;sired �o*La-bvson Industries, Inc. for their Series "HS-8700 (Flange-Frame) AA&niftub SIO clival Sliding Window - LMJ.", approved on 03/29/12 and expirlhg 6fr'04F1•l114f. • • • • • • _0,0 . .•• 00� Jaime D. Gascon,.E. �•• • • Y • *.P*)Oct Control Section Supervisor • 0000NOA No. 14-0908.144 Expiration Date: April 11,2017 •.. 0 • • • *too • Approval Date: November 13,20144 • �3 • • • • • • • • • • • • • • • Y• •Y • • • •• •• ••• • • • ••• • • f , 1 MIAMUSE h•IIARII-DADS COUNTY e 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.miamFdade.eov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued unde `hre'Np li ble rules and regulations governing the use of construction materials. The documentation s fitted s beeeilviewed and accepted by Miami-Dade County RER- Product Control Section to be a etd� i 111iade Q&ty and other areas where allowed by the Authority Havuig Jurisdiction(AHJ). This NOA shall not be valid a at dater ated below.The Miami-Dade County Product Control Section(In Miami-Dade Cou ) an o t tly areas other than Miami-Dade County)reserve the right to have this product or mate i 1 tt d f t rt a urance purposes. If this product or material fails to perform in the accepted man e h 4 f ft ret ill incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend use 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 11SH-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 08/11/11, 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 or logo, city, state, series, and followuig statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or an), other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by,the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire�NOA slkJl.ba provi�eci to-tile user by the manufacturer or its distributors and shall be available for inspection at t}re, itl at the request of the Building Official. This NOA revises NOA No. 12-0127.16 ai14 topststS a this'1Ag1 Land evidence pages E-1,E-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed bk JVd,me IVB Ge scon,IV.E. •• j NOA No.14-0908.10 MIAMI DADt COUNTY r, ._ � � �,� � '° Expiration Date: December 27,2016 Approval Date: November 06,2014 . ... Page 1 . . . . . . . . . . . . % .. . . . .. .. ... . . . ... . . r t \ ` \ fib• Qt �Oq9 40, 5 c 49 erail`h • • • • • • • • • • • • • .. .• • • • .• .. • Lawson Industries,Inc. NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)-under pervious NDA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 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,HET"8 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-08-2064A and HETI-08-2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s YfL -2987 and I+"TL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted udder previotm.N-GA No. 017IQOP.Qf) . .. . . . . ... . ... • • • • • • • • • • Jaime D. Gascon,P.E. •• •• • Product Control Section supervisor • •• • • • • • • • .. •• NOA No. 14-0908.10 Expiration Date: December 27,2016 ..• ... Approval Date: November 06,2014 . . . . . . . . . . ... . . . ... . • f a Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasg 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 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, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming fiill professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted underprevioits4VO4Joq,-, . .. . . . . ... . . . . . . • 000 Jaime D.Gascon P. E. •• • • So: • • • • • • •Prodiiet Control Sectiori Supervisor •• •• NOA No. 14-0908.10 Expiration Date: December 27,2016 •�, .�. Approval Date: November 06,2014 . .. .. . . . .. .. 1 � 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-09-253013, 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-08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01-0406.08) G. OTHERS 1. 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. .. ... . . . . . .. . .. . . . . ... . . • • • • • Jaime D. Gascon,P.E. .. .. . •Product Control Section Supervisor . .. . . . . . . . .. •• ' NOA No.14-0908.10 Expiration Date: December 27,2016 • • • Approval Date: November 06,2014_. ... . . . •.. . • ., R MIAMI-DADt; MIAMI-DADS COUNTY PRODUCTCONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 8(786)315-2599 NOTICE OF ACCEPTANCE (NOA) - www.mlamldaae.eov/economy Clopay Building Products Company 8585 Duke B ra Mason.,OH 040 -T� SCOPE: Thi OA.Jsi ings ued 6de�the applicable rules and regulations governing the use of construction materials.Th ot? �n n ati 'ubmi a has been reviewed and accepted by Miami-Dade County RER-Product Control Section to i ianiWade my and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA n 11 `V li ° t{ie x iration date stated below.The Miami-Dade County Product Control Section(In Miami Dace Cou an tel J.- areas other than Miami Dade County)reserve the right to have this product or material t uaml -assut'an a urposes. If this product or material fails to perform in the accepted manner, the manufactu iit °tH expens r.�f such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material thin to 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: Single Car W8 Steel Pan Sectional Garage Door up to 9'-0"Wide w/Impact Resistant Lites(DP+48.0,-54.0 PSI) APPROVAL DOCUMENT: Drawing No. 103547,titled"Single Car W8 Pan Door with Impact Resistant Liles",' dated 10/23/2006,with revision 04 dated 02/2015,sheet 1 of 1,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.B.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration(late by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,_indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or lmier surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change hi the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION:This approval requires the manufacturer to test all coils used to fabricate door panels under this Notice of Acceptance.A mnrinnum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami Dade County approved laboratory selected and paid by the manufacturer.Every 3 months,four times a year, the manufacturer shall mail to this office:a copy of the test reports with confirmation that the specimen were selected from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with ` yield strength of 30,600 psi or more shall be used to make door panels under this NOA. ADVERTISEMENT: The NOA number preceded by the words Mianni-Dade County,Florida,and followed by the.' expiration date may be displayed in advertising literature. If any portion of(lie NOA is displayed,-then it shall be done in its entirety. .. ... .. .m INSPECTION: A copy of this entire NO;shall lie i"ictedlolhaus'er by the manufacturer or its distributors and shall be available for inspection at the job sjtpt the-equ st of Cha�•$wildit Official. This NOA revises NOA#12-0105.01 and consists-of this page 163 evidence page E-1,as well as approval document mentioned above. ' The submitted documentation was revielvhd 1> 9r1o%?4.Vt4rgra,P.E• •.• . . . . . . . % . . • •� .. . NOA No I5-0225.03. . . •. MIAMI•DADECOUNTY •• 00. • • • • Expiration Date:February 21,2017 Jed Approval Date: May 7,2015 Pagel* ... . . . ... . . °k OQa\o 0 O 4% Qt�a`g6�ON �b'�'�oyS��c 0 4v 0,0 b • . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... i Clopay Building Prod ncts Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547,titled"Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006,with last revision 04 dated 02/2015,sheet 1 of 1, prepared by Clopay Building Products Company,signed and scaled by Scott Hamilton,P.E. B. TESTS "Submilted under NDA #06-1107.02" 1. Test reports on 1)Uniform Static Air Pressure'rest,Loading per FBC,TAS 202 2)Large Missile Impact Test per FBC,TAS 201 3)Cyclic Wind Pressure Loading per FBC,TAS 203 along with marked-up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel-Door, Model 94W8, prepared by American Testing Lab,Inc.,Test Report No. ATLNC 1.008.01-07, dated 11/05/2007, signed and sealed by David W.Johnson,P.E. "Submitted under NOA #06-1107.02" 2. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus,per ASTM G 155, Test Report No. HETI-064002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E.Droz-Seda,P.E. 3. Tensile Test on GE Lexan SLX2432T,per ASTM D 638 and ASTM E 8,Test Reports No. HETI-06-T566 and HETI-06-T634,prepared by Hurricane Engineering and Testing, Inc., dated 07/14/2006 and 11/08/2006,signed and sealed by Rafael E.Droz-Seda, P.E. 4. Test report on Sel£Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC-06-1024-17496.0, dated 05/26/2006, signed and sealed by Joseph L.Doldan,P.E. C. CALCULATIONS "Submitted under NOA#06-1107.02" 1. Anchoring calculations prepared by Clopay Building Products Company,dated 10/24/2006, signed and sealed by Scott Hain ilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Tensile tests on Painted Embossed Steel,per ASTM E 8,Test Reports No.HETI-06-T596, T597 and T598,dated 08/24/2006,signed by Rafael E.Droz-Seda,P.E. 2. Salt Spray Exposure Test Report No.30160-04-63365,prepared by Stork Twin City Testing Corporation,dated 01/26/2005,signed by John D.Lee,P.E. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51h edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company,dated 01/04/2012, signed and sealed jb);Sgott diaroilion,�..E. "Submitted under NOA' #044107''$2;' ; ;•; �• to L�p ..' ..: •.: •.• : : • Carlos M.Utrera,P.E. • ••• Product Control Examiner . • • • • • • : NOA No 15.0225.03 . . •. . . . . .. .` '• : : Expiration Date:February 21,2017 •• •• Approval Date:May 7,2015 E-1 ... . . . . ... . . . .. .. . . . .. .. a. MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov1economy Lawson Industries,Inc. 8501 NW 90`x'Street Medley,FL 33166 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submi as been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used '_t( i i- ade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after tl �lrati t stated below. The Miami-Dade County Product Control Section(In Miami-Da +C o n�' end/ the Jt 4A areas other than Miami-Dade County)reserve the right to have this produc dr m t 1 to for u4a i assurance purposes. If this product or material fails to perform in the acc ep e `l� er ea ufa fer will incur the expense of such testing and the AHJ may immediately revolve, mo�jr r sp�el~td,1; ueof such product or material within their jurisdiction. RER reserves the right to revoke c ' taitb�,,cif it is determined by Miami-Dade County Product Control Section that this product or mat°8ria1 fameet the requirements of the applicable building code. This product is approved as described herein -and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (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. 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", unless otherwise noted, herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an'endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall' be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1.204192 and &Aist's-o jh Page 1 and evidence pages E-1, E-2,E-3 and Fes, as well as approval document meA4oned'4)gv , • The submitted documentation was rev%wecrBy Jaimd D.'G'hst8n,P.E. � NOA No. 14-0908.02 • Expiration Date: February 13,2018 MIAMHDADH COUNTY �• i•• • • _t • 1� Approval Date: May 07,2015 Page 1 ... . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . _ s .� �`ti f� `� `� ,� �: i�: O\t`�` ��- � �.' \,_C. `J\' ,(-� ��''`fit Cl\ G JC �. ��`' �.aa.ter 9, ��"2cg\a • `ter, r�\`�' �. �� , o� ••• •• ray�.� .��w��c � `�'� �P i'��•"o'�^0�.,�X05 ^�• �,� ��ro �� • ••• • `o � �: • • • • • • • • • • • • • �\ot••c • • •• • • •• • • • •• • �• • •• • •• O` • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14,prepared by manufacture, dated 09/25/12, with the latest revision`B",dated 04/15/15, signed and sealed by Thomas J. Soto,P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-12-4053 and HETI-12-1064, 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, HETI-11 3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, 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 per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI---12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 12--1204.12) 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared bV VbrticOw Fr)gintlering & Testing, Inc., Test Reports No.'s HETI-11-3291, daW OWJ 5f f I in j laliTI-11 3292, dated 10/20/11, both signed and sealed by Rafael E. T1ro2•'3edA,P.E. - • " . (Submitted under previous NOA No. 12-1204.12) ... .. . Jaime D. Gascon,P.E. 0.: . . . . . .. . . • •• • • • • • Product Control Section Supervisor . .. . . . . . . . •• •• NOA No. 14-0908.02 Expiration Date: February 13,2018 ... ... Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(REIN). .. ... . . . . . .. . .. . . . . ... . • Jaime D.Gascon,P.E. •• ..• •• • Product Control Section Supervisor . . . . . . . . •• •• NOA No. 14-0908.02 Expiration Date: February 13,2018 ... ... Approval Date: May 07,2015 . .. .. . . . .. .. ... . . . ... . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h 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-11--3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI--11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-1040, dated 10/12/12, HETI-12--4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-1065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA No. 12-1204.12) . .. . . . . ... . • • . •t• . . •• Jaime D. Gascon, .E. . . . . . . •. .. . . •• •• • • • • • Product Control Section Supervisor . .. . . . 000 . . •• •• NOA No. 14-0908.02 Expiration Date: February 13,2018 ... 0:0 Approval Date: May 07,2015 .. _ . . . •• •• . . . i• .. • w Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 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-I1.-3314,HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-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. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, 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, FTI,-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.1.", approved on 01/31/13 and expiring on 02/13/18. .. ... . . . . . .. *00 . . . . . . . . . . .. ... .. . . . .. ••• . . •• •000 • Jaime D. Gascon, .E. .. . • •• . • . • • . • Product Control Section Supervisor •• •• NOA No. 14-0908.02 Expiration Date: February 13,2018 ... . . . . ... Approval Date: May-07,2015 ••• • • • ••• • • r MIAMFDADE 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.uov/economv Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under 1 Z�e regulations governing the use of construction materials. The documentation sub i ed h s be revr ed and accepted by Miami—Dade County RER— Product Control Section to be used ' r i D Con and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after I i 'f,, ed below. The Miami—Dade County Product Control Section(In Miami—Dade C u ty) dor areas other than Miami—Dade County)reserve the right to have this product or m t ri t r quassurance purposes. If this product or material fails to perform in the accepted ma r;,tlre anu cturel 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" 814" 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 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 there had"been ,.. no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change.r in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA, shad be.prgvi4ce td.the user by the manufacturer or its distributors and shall be available for inspeApn at+e�j&14 at the 1 equest of the Building Official. This NOA revises NOA No. 134328.11.aL"dg4.ats%ttln,§page'1 and evidence pages E-1, E---2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed byApime D.Gascon,P.E. . . . . . . . .. . . .. . . .. . . . . . . . • NOA No. 14-0908.07 MIAMI•DADE COUNTY +� Expiration Date: June 05,2018 Approval Date: May 07,2015 y o 1 Page 1 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . ! 3� % 4 � � �� ~ :a� �t* � � + * # # t _ �. � |, a Y . 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. 11-02 02.03) 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. HETI49-2623, 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 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI44-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No,83-00J9 0;1).• ; ; ••• . .. . . . . ... . .. ... .. . . . . ' "' •• Jaime D.Gascon,P.E. . . . . . . . . . . '• • Product Control Section Supervisor .. . . .. . . . . . . • NOA No. 14-0908.07 Expiration Date: June 05,2018 • ••• Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 Outswing 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, HETI-02-1763 and HETI42-1765, 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. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas@ Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 144423.15 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, no financial interest and compliance with the FBC 5'" Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, .no fmiancigil juterest and compliance with the FBC-2010 and AAMA 10;1 I.S`j+; cfat;d;91/35/12, signed and sealed by Thomas J. Sotos, P. E. .. ...' '..' `.' '. ' • . .. (Submitted under previous NOA No. 12-0127.23) • 9:0 .. . Jaime D.Gascon,P. • •• Product Control Section Supervisor .. . . .. . . . . . . . • NOA No. 14-0908.07 Expiration Date: June 05,2018 ... . . . . ... . . Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . , 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 NOA No.10-0128.04) 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. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETI-02-T095, HETI42-T090, HETI-02-1253, HETI42-17269 HETI-02-1728, HETI-02-1736, HETI-02-1742, HET142-1763 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 NDA 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 Approval Date: May 07,2015 • •• •• • • • •• •• ••• • • • ••• • • FINE MIAMI DADE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONO-NIIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADARMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.eov/econoi Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued r th cable rules and regulations governing the use of construction materials. The documentati sum s b-�{iiewed and accepted by Miami-Dade County RER- Product Control Section to u rt'M' i-D tI County and other areas where allowed by the Authority Having Jurisdiction(AHJ). ., This NOA shall not be v ft ne n•atil date stated below.The Miami-Dade County Product Control Section(In Miami a ' uu AHJ(in areas other than Miami-Dade County)reserve the right to have this pro t atliri ' , e r quality assurance purposes. If this product or material fails to perform in the acce , • e ma acturer will incur the expense of such testing and the AHJ may immediately revoke, modify, r sr pend use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.I. APPROVAL DOCUMENT: Drawing No. LAW--ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiation 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 'I;tr.r'Il:bb ptavIleV td*the user by the manufacturer or its distributors and shall be available•for inspection atth;j;Ai a A-fie vequest of the Building Official. This NOA revises NOA No. 12-0127.07 allfd c6111istAf this page i-nd evidence pages E--1, E-2 and E-3, as well as approval document itrentioned above. The submitted documentation was ievieVej b%lainipp.(Iascoi�F.Ei . .. . . . . . . . NOA No. 14-0908.08 MtAMbDADE COUNTY Expiration Date: May 30,2017 J, ' `3 ¢E= •;• •;• Approval Date: November 06,2014 Page 1 . � . � », \ ia0�.0 0 S. 2�x.iq/' \\' 2 � �! / y2,z- ll 2 � : yzJt $ ll .ul » # e t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI- 02 T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted raider previotrs NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI---02---1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted wider previous NDA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. - (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz--Seda,P. E. (Submitted twirler previous NOA No. 02-0501.05) • 0:0 •• Jaime D.Gascon,PA. • Product Conti SCCfioll Supervisor •• .• NOA no. 14-0908.08 . .. . . . . . . . • •• Expiration Date: May 30,2017 Approval Date: November 06,2014 ... . 1L . • ••• . . . . . . . . . . . .. .. . . . .. .. a r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Scrbinitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45—inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 12-012Z 0 7) 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h 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 to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NDA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted runner previous 7VbA AV;14-012 7.Qy)' • *go• • • • • • • Jaime D.Gascon,P. E. •.• ••• ••• •• •'. Product Control Section Supervisor • .• . NOA No. 14-0908.08 .. . . .. . . . . . . . . .. . . • . . . • ' Expiration Date: May 30,2017 Approval Date: November 06,201,4 ••• . li! •2• ••• . • • • • • • • • • •• •• 000 • 000 •• Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI--02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. (Strbntitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL---1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. .. ••• . . • . . •. . Jaime D.Gascon,P.E. .0. `:' .`• ••. ." „•.Product Control Section Supervisor. • • • • . . ` :60 ` ' NOA No. 14-0908.08 •• • .• 0• • • Expiratiou Date: May 30,2017 Approval Date: November 06,2014 ••• T� •3. .•. . •.. . • . ... . . PREPARED BY: JEL]BrWEN, BUILDING DROPS, INC. 398 E.DANIA BEACH BLVD., 338 WINDOWS QDOORS DANIA BEACH,FL 33004 PH:(954)399-8478 FAX:(954)744.4738 WEB:www.buildingdrops.com INSTALLATION DETAILS ARCHITECTURAL FIBERGLASS OPAQUE Lu N II C I—O p II 37 3/8" MAX. (D Q N o UP TO 3'-0 X V O.A.WIDTH N z 2 000^0 UP TO 31-011X81_011 W ' o Q s = ix IMPACT APPROVED" [_373/8" MAX. u- a: N W °^ a LL r ,j O.A.WIDTH K Q O Lu Z M g FOR USE IN THE HIGH VELOCITY HURRI � - 'f fi/HZ �'i I •�'' a ® v Q Q o Y w ® w a440jk3 cc N a = 5 5 z Q a w H 00 w S2 8 o U a GENERAL NOTES: 00 Co C7 z = s r-- °c -I-I y 1 3 O w V c/1 �z 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA -4 Ln w s 5 - n e O w ti BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: � Q 9 7 0 z � • ' • TAS 201-94 z 6 LL 5 - z z �. ... 0000.. • TAS 202-94 z O ACTIVE Q p a d O ACTIVE • TAS 203-94 ? H O = z Q RCIMRKS '•'• f3r DATE /14 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE O Z `t M ADDED 80 0aea T a AR RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE • 690* ••••• •• •• FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF • 0000 0000 •• •0 INSTALLATION. 0 ' ' ' ' 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR • THI AND4HALNTISTHEPPRCIDU ERIN OF LDINGDRMS,INC. • ANDiHALL NOTE REPRODUCED IN WNO.E40•MN A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 a sy s 7Vo s 9 3 4 5 6 7 8 9 WITHOUT WRITTINCONIEMTOF BUILDING yDROPS,INC. R OTH& HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a a a a a a a a a a a a a a dnKIAGS TO THIS I CIOM NT ARE NOTI/E WG OicNn AMAND DOCUMENT. �1 TYP. ELEVATION 1 2 TYP. ELEVATION 2 111 • INVAL ERTIFICATAN. • l / 6'-8'DOOR HEIGHT 1 8'-0'DOOR HEIGHT 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT �yJ RESISTANCE. ``��SES F. O 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. lo 7 NOTE: 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE LEFT REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. T T [/ = PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY '. 0 %� % �P. 40- OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 21.0 �i�;�„HEAI§W554jQFLtlb�� DA P.E.NO.7 ` TABLE OF CONTENTS Oji NI� LV3 `; FBPE CE�dF/FlJrl�tw� .29578 SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 04.25.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG.BY: CHK. BY: 4 A VERTICAL ASSEMBLIES MAX.OVERALL DESIGN PRESSURE(PSF) G L SS NOMINAL SIZE MISSILE SCALE: NTS 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT 6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. TING DWG.#: A010896 7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65 65 60* 60 LMI&SMI SHEET: OF 8 8 A COMPONENTS&BILL OF MATERIALS X 3'-0" 1 8'-0" 50 50 50* 50 LMI&SMI *SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. y IN�TQLLATION NOTES: PREPARED BY: 37 3/8 MAX.O.A.WIDTH 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE 3"NP' BUILDING DROPS, INC. SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS SHALL BE 398 E.DANIA BEACH BLVD.,5TE.338 / SHIM(S) a DANIA BEACH,FL 33004 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ® ® PH:(954)399-8478 FAX:(954)744.4738 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO = WEB:www.buildingdrops.com STUCCO,FOAM,BRICK VENEER,AND SIDING. 00\w 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL Ln w w F- -$ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR � 2 O ci rn , 0, MANUFACTURER'S INSTALLATION INSTRUCTIONS. z � LL CO h Z F p m N LA oo Ln 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR `f_' 3 a 0 C7 0 Z ° a00 00 JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE z = W j Q Y _ Ln Y f- I� ax SHELL OF BLOCK. O - Q m UJI a V) g LL rml 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK N Q O cnle g CONCRETE/MASONRY CONSTRUCTION. > 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ACTIVE W a : FOLLOWING PROPERTIES: a = 0 We A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. U 2 ° q B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Q Z y C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 1 TYP.ANCHOR LAYOUT(6-8) Q o PSI. 2 Q �4z D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U OF 2000 PSI. Lii 000 37 3/8"MAX. ' •: �0: ••• • 8. SEE SHEETS 5-7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, O.A.WIDTH EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 3"TYP 3��TYp RL'11'ANRKS •••• BY 6AfE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM •JIPED 8-0 PRQQur�T (v AC14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ... .... .. .. . .... .... .. .. %D ANCHOR TABLE • THISIDOMMENT IS THE PROPERTY OF BUILDING DR INC. • ANDIHALL NOT E R PRS CED IN w4bfttRAU�Y 6'8"DOORS 8'0"DOORS - - H WIT OUT wRITr t �i F BUILDI DROPS,IMC. 00 �,i = LKT ATIONS,A DITIONS,HIGHLIGHTI ��gg QpTf�ii _4 \U LLI ��RKI (i5 TO THI$CQ�INWT ARE NOT WR-M�X D ANCHOR MIN. MIN.EDGE t� Ln w -L INVALIDATE R RTIFICATION. ANCHOR TYPE SUBSTRATE `-I = 00 •• • SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. n w SPACING AT SPACING AT O1 g Or JAMBS JAMBS sq z = 6 �� ES F. O z z LL 2X WOOD BUCKQ) WOOD SCREW #10 1-1/2" 3/4" 14" 17-1/4" 3: Z p ••;~0 � OR FRAMINGLU X 0 .�` 7 In ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 14" 17-1/4" C) Z N = * •:`* �3 T T 411 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. O ( QP;• <(/ 1-1/4"-CMU 1' 14' 17-1/4' �i T� HEdIOKGiJWR2Rb• �� }} ACTIVE � uJ4LgDAP.E.NO.7}712�� ~ �! E.DAII;� ��LVD'E_.3 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" = jI NI"o AI3 FBPE CE JF�J .611 .29578 2 TYP. ANCHOR LAYOUT(8-0) 2 DATE: 04.25.14 DWG.BY: CHK.BY: GL SS SCALE: NTS NOTE: O c] NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. DWG.#: A010896 SHEET: OF 8 2 PREPARED BY: BUILDING DROPS, INC. 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FL 33004 PH:(954)399-8478 FAX:(954)744.4738 4 1/2"TYP. 4 1/2"TYP. WEB:W .buildingdrops.com 1 1/2"OFFSET 4 0 m > m ,-, o H m 0 M N Q F �+ O 0D 00 1 J 3 ccLw Y - YLLr -4 Lu m mcc =) H maa W J CL in LU LL a CL ac N g Lu U J Z ELI U Q InU1.1 CL Zw v O 0 WO Q az OQ 0 a 000 J • • "' • RCILI'ARKS "•• ff? DALE • 0 e4DED 8-0 PR.0gyrT ISL• (11+4 • 1 P. ANCHOR LAYOUT •.• •••• .• •• 3 PTIONAL 2X BUCK IN CONCRETE/MASONRY • • a • • • • • TH D UMENT 15 THE PROPERTY OF BUILDING DROPS,INC. • AND93HALL NOTE REPRODUCED IN wRoft 'R RAW W�1ILHOUT WRITT�MAPOF BUILDI GG DQR[tO'SS,,iI C. ARKI HIGHLIGHT GSTONTHS DITIONS((,NTARE NOTI�ERfJf117E6 ND INVATlt ERTIFICATI N. 11/4" MIN.EMBED TYP. ```��1�111�►1,�� t�ES F� �J` I" H SEE TABLE 2X BUCK ANCHOR TABLE LU . L p .O' 6'8"DOORS 8'0"DOORS Z z_ ANCHOR MIN. MIN.EDGE MIN.CENTER ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER uj SIZE EMBEDMENT MAX.O.C. MAX.O.C. 441v~i d SUBSTRATE DISTANCE SPACING AT SPACING AT OT•••• QP'.•• JAMBS JAMBS DA E.N R.7 • 2X WOOD BUCK 2X WOOD BUCK INSTALL. icy Y '43 ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30 1/4" FBPE CEd"yga11D`` "f j .29578 r3--\2X WOOD BUCK INSTALL. 4 2X WOOD BUCK INSTALL. ELCO ULTRACON 1/4" CONCRETE/CMU 1- GONG. 1" 4" 25" 30-1/4" 1-1/4"-CMU 3 CROSS SECTION SIDEVIEW DATE: 04.25.14 NOTES: DWG.BY: CHK.BY: GL I SS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTSp[] 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#: A010896 SHEET: OF8 3 PREPARED BY: BUILDING DROPS, INC. 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FL 33004 1 PH:(954)399-8478 FAX:(954)744.4738 WEB:www.buildingdrops.com / // / o EXTERIOR �• INTERIOR 11 `•� �' cn INTERIOR z v 10 co 11 \ 4 EXTERIOR ov�00`^ N LnLn INTERIOR EXTERIOR w 5 p w a < 0D co J g = v rn a mea J a W M Y N 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a OUTSWING SHOWN-INSWING SIMILAR INSWING 4 OUTSWING ~ a Q t`-i0 4 4 � � � wo ENDURA ZAIL4565F AFCO J-2297 cc Lu .� > a z Iii • • • H • ••• 0000•• INTERIOR • REMARKS"'" BY E EXTERIOR INTERIOR 11 • INTERIOR EXTERIOR / 7 EXTERIOR •ADDED 8-0 PRQp - 36114 • ••• 0000 00 •• 10 6 �• .•• oq - o urn . .... . •• o : TH11 N TI�Z`O� TO BFURDII�i 8XT INC. • C. ,4LTEKnONS,ADDITIONS,HIGHLIGHTIN0406%TJES MARKINGS TO THIS DOW MENT ARE NOT RERMITTED MID 5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL INVALIOA::OURDERTIFICATION. 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING ��SSIF. ''i' ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 7 -v • T T cr �0 �I��-HEIIIOIELfaAW�Ib�• Gid ��` DA P.E.NO.7#* p art• 9 11 F P CEff(g0'Jj 3 O`.29578 8 11 INTERIOR EXTERIOR INTERIOR EXTERIOR /. 0 DATE: 04.2 5.14 o DWG. BY: CHK.BY: C. I SS g OPERABLE SILL 9 OPERABLE SILL SCALE: NTS DWG.#: A010896 4 OUTSWING 4 OUTSWING SHEET: OF 8 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F - -I - 4 PREPARED BY: BUILDING DROPS, INC. HINGE SCHEDULE 6'-8"HINGE DETAIL AT JAMB: 398 E.DANIA BEACH BLVD.,STE.338 7 SCREWS(ITEM#19),1 SCREW(ITEM#17) DANIA BEACH,FL 33004 DOOR HEIGHT QUANTITY PLACE ITEM#17 NEXTTO WEATHERSTRIP PH:(954)399-8478 FAX:(954)744.4738 6'-8" 3 17 WEB:www.buildingdrops.com 8'-0" 4 19 0 13 > rn ,� o mM N Lncn o w � v00Ln O J o^m r, 77 Ln uj Ln 111771, ca � -- .. tib W In2 LL a2 CL m �� 11 INTERIOR 11 INTERIOR \\ O 12 CC Q Qhe Q / 8'-0"HINGE DETAIL AT JAMB: _ Z Zo 4 SCREWS(ITEM#21)INTO PANEL, 4 SCREWS(ITEM 1))THROUGH JAMB ¢ N N 17 0 EXTERIOR 21 EXTERIOR z 3 27 13 ••• I11 �. ... 6666.. 1 LOCK JAMB 3 HINGE JAMB HAWS BY WE 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR • •OpDED 8-0 PRfl011C.T 'fel' 0414 \ O • 12 006 6666 .. .6 . .. •6.6 .• •• 6666 • `uo.0 THI ENT IS PROOF BUgLDII ORPS, C.RXWNC • AND HALL NOT F.ji CED IN W • WIVOUT WRITT tdNlE • #LTE#ATIONS,ADDITIONS,HIGHLIGHTIT.Mpos 11 MARKINGS TO THIS D&"rmNT ARE NOT VRMITTED&ND INVALIDATE W R OERTIFICATION. •• • 111111111/1111/ ES F. �♦ �:••� i T; . O = � • TT C 441 Z •HEQIQX6 i4pwRb• (''�� E90DAP.E.NO.7 `� �♦ 1� 300QQ�� FBPE CE '111,8 gVill r1N0.29578 DATE: 04.25.14 DWG.BY: CHK.BY: G L SS SCALE: NTS DWG.#: A010896 SHEET: OF8 5 PREPARED BY: 2X WOOD BUCK N ♦1 • F— VVY W = BUILDING DROPS, INC. MIN. z a Lu EDGE DIST. w - �� WOOD ANCHOR SILICONE 398 E.DANIA BEACH BLVD.,STE.338 � C� BEACH,FL 33004 SEE TABLE SHEET 2 o Q SEE TABLE ON SHEET 2 OAPHA(95a)399-84 8 w F- N N FAX:(954)744.4738 jWEB:w .buildingdropsxom w u w w = `° N 2X WOOD BUCK W J Z F % 9 01" L Co" w m O M N LLJ N O j N � ;n>i2 �/. 0.25 N wa �a o� vzi MAX. m � gree WOOD ANCHOR Lu SHIM iz cc Q SEE TABLE ON SHEET 2 MIN.EMBED. Q a H m g cc a SEE TABLE SHEET 2 j %K m Y 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o � 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED U 0 wo ENDURA ZAIL4565F CAC 0 s �a P x " "�"y SILICONE SILICONE SILICONE ••• 4; Y W • • 2X WOOD BUCK 2X WOOD BUCK REMARKS • • • E • •ADDED 8-0 PRpDy(•T 4L• W+4 • '•' •"• " •• 2X WOOD BUCK • • •• • 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL • THAND HALLNO � IOFBFUB � OPS,",��` UW'W; • WIjHOUT WRITE C • d1LTFaRATIONS,ADDITIONS,HIGHLIGHTI"(JRpjH&R 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED •nARKwGSTOTHISDATE OUR TARENOTION. TED/IND AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 INVALIDATE tuatefiTIFICATION. ```SSI F i ilO1��'i ♦� ' '4 i 'o • T T cr �•H��ft _��_E��Q��IOIEi i1dORLRb• �� DA P.E.NO.7}7_.* SILICONE SILICONE SILICONE FBPEE CEff� L ANO`, F�INLtw� .2957E 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 04.25.14 DWG.BY: CHK.BY: g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE ADA SILL E: SS scALE: NTS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F ENDURA HCISOOO DWG.#: A010896 SHEET: OF8 6 PREPARED BY: t 4 MIN C4 1X WOOD BUCK EDGE DIST. w (OPTIONAL) a SEE TABLE SHEET 2 N= 4. z o CA BUILDING DROPS, INC. m �� CONCRETE ANCHOR SILICONE 398 E.DANIA BEACH BLVD.,STE.338 F- SEE TABLE ON SHEET 2 DANIA BEACH,FL 33DG4 PH:(954)399-8478 w . . •v Lu / FAX:(954)744.4738 w ' •b • . . WEB:www.buildingdrops.com m N e CONCRETE/ wMASONRYw� .: .` •. .•aBY OTHERS /w MASONRY oLn BY OTHERScn Ln1X WOOD BUCK m pmOPTIONAL) N NN � �� / ( 0.25" � p o�nMAX. YSHIM ca pCONCRETE ANCHOR LL �BY OTHERS C LL SEE TABLE ON SHEET 2 �' C N m g MIN.EMBED. Q CD Y SEE TABLE SHEET 2 � 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL U '5 W z� 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED 0 ENDURAZAIL4565F V W0 Q Z w O a° C z SILICONE "��•'•�'' SILICONE SILICONE •••ui � � 171 • `•• 000 4600•9 i •>:•'r::r�er • y • Q d d Q d d Q d d REMARKS • • E CONCRETE/ CONCRETE/ CONCRETE/ pj1DED 8-0 PP"yGT W114 MASONRY MASONRY MASONRY 6 BY OTHERS BY OTHERS BY OTHERS ' • • • • • TH D UMENT IS HE PRO ERTY OF BUII,pIjJ(yQlt P4,INC. AN SHALL NO Q�t Q�10ED IN W ALIT 0 WI4HOUT WRITT NT OF BUILDING DROPS,SIC. • 4ALTiRATIONS,ADDITIONS,HIGHLIGHTIV%QR "R W ARKINGS TO THIS"W&NT ARE NOTRERMI1TEDIIAND 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL INVA�DATE.URtERTIFICATION. ``,��11111►,,,,. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED �� c.� F. AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 � � ... . •��//� 7 = 13 T T � = 0• C P.'• ��: DA P.E.NO.7 v p ire. SILICONE SILICONE SILICONE F PECEffN- 3gr i o�,s7e Q d d Q d d Q d d CONCRETE/ CONCRETE/ CONCRETE/ DATE: 04•2 S•14 MASONRY MASONRY MASONRY DWG.BY: BY: BY OTHERS BY OTHERS BY OTHERS GL CHK. SS g OPERABLE SILL 9 OPERABLE SILL KjflOPERABLE SILL SCALE: NTS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG.#: A010896 AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 ADA SHEET: OF 8 7 * r BILL OF MATERIALS 1 FRAME HEAD/JAMBS 4 ENDURA ZAIL4565F THRESHOLD PREPARED BY: �� • O ITEM# DESCRIPTION MATERIAL O VARIES,SEE BOM AT LEFT FINGER-JOINTED PINE SOLID PINE 1— BUILDING DROPS, INC. ///. '398 E.DANIA BEACH BLVD.,SITE.338 1 FRAME HEAD/JAMBS Ln DANIA BEACH,FL 33004 LAMINATED VENEER r4 % ��/. _ PH:(954)399-8478 LUMBER 00 m FAX:(954)744.4738 c4 WEB:www.buildingdrops.com COMPOSITE 4.563" N 2 KWIKSET LOCK SERIES 400 STEEL 4.56" Q c 3 KWIKSET DEADBOLT SERIES 780 STEEL c m Ln g 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD 6 AFCO A-276/P-2000 THRESHOLD m O V, O Q O !n 00 Ln 2z.00 5 AFCO J-2297 THRESHOLD O Y LL ea Ln Ln 6 AFCO A-276/P-2000 THRESHOLD - aw_0 Oen g a 7 AFCO H-497 THRESHOLD - ^ Q a J m g " 8 AFCO A-117 THRESHOLD _ �;`' ,• rmf j m Y 9 ENDURA ZOBL4565F THRESHOLD - ~` w az ��jf'��,,". 10 ENDURA HC15000 ADA THRESHOLD - 4.57" _ Q ^0 �--- 5.62" H W c 11 WEATHERSTRIP URETHANE FOAM& cc Q z POLYETHYLENE +. 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD W z c O O z 13 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD CL iii �••• 14 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD • H• �.•• •••••• 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL • �~ "VAtE inARKS 16CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL + ; -Y �:�, •rn 4.58" a,VDED8-0P%W1pT 17 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL4.62" ••• •a••18 MINIMUM#8X2"PHILLIPS FLATHEAD WOOD SCREW STEEL • •••• •••• 19 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL �� • 21 #9X1"PHILLIPS FLATHEAD WOOD SCREW STEEL 9 ENDURAZOBL4565F THRESHOLD 10 ENDURA HC15000 ADA ; THYS MICUMENT IS THE PROPERTY OF BUILDINGD PS,INC. O AN SHALL NO Bf flEE��y�,gUCED IN NRIdLC�t�IRiT 22 (ITEM NOT USED) _ . W HOOT ONWiaSID C IONS,WAVID BUILD G DROPS,NC. � �A�TiRATI0N5, DDITIONS,HIGHLIGHT QQII��QQ�� R ARK♦iJGS TO THISI�I�ENT ARE NOT�ERICAIT7'E ND INV DAT U ERTIF'CATION. 23 (ITEM NOT USED) - o •• • 24 (ITEM NOT USED) - ��ES F ,Oddl"�'' 25 (ITEM NOT USED) - �� Q-�.••' �� 26 (ITEM NOT USED) - (--- 4.56" ---� 1 5.00" ---I • 27 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 7 • 0•� DP:'•��: DSA P.E.NO.73��v '�j/ppUln`6 n Vd3Gs ..3 FBPECEf�I!dFj jF�'lta.29578 DATE: 04.25.14 DWG. BY: CHK.BY: GL I SS SCALE: NTS DWG.#: A010896 SHEET: OF8 8 y ` � r , 74,000' SERIES_--4200 Z 6200 FIXED IMPACT WINDOW -- FLANGE FRAME WINDOOW81WIDTH A D.L. OPG. 12' MAX. o 0 A APPROVED WINDOW ELEVATIONS L.M.IMPACT TYP. ip 94 En z� � IMAX. TYP, M I r AT CORNERS Q Obi C1 0 w to A En O WINDDW HEIGHT WINDOW HEIGHT O O WINDOW HEIGHT Z ii / /, / ii 12' MAX. oo W(lJ 0 ii / uL , ii D TYP. Z w o Cz Be E+ WINDOW L LEG HT, 3 p / / " O W Z 0 WIDTH O�J ii /� ii �A T �00 M a. ., UJ \0 0WINDOW WIDTH WINDOW WIDTH Q QUARTER-ROUND ELEVATION ,Z_, C PRODUCT REVISED Ey 0 Cq HALF-ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW 3 =____,,_____ ____?�__ ascomplyiugwkklilei�lofwa W Building CoAcceptance No dC do Do G� OyCq AIIami Ode Product ComTo U EXT. & INT. FALSE COLONIAL �j Z z WINDOW HEIGHTrlW TYPICAL ELEVATION MUNTINS ARE APPLIED W/ H WINDOW HEI0 VI DOV G T Ir O W/ SILICONE AND ARE *� N—� TESTED UNIT AVAILABLE AS OPTIONAL, d f WINDOW I MAXIMUM GLASS AREA TESTED APPLIES TO (� d o WIDTH *'o GLASS TYPES: E, F, J, K AND L. — SEE r1 CQ W ��W1ND4V WIDTH �`}� WIND W,QW DTH W �+ � 4' DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT H W A HEXAGON TYPICAL ELEVATION N RECTANGULAR TYPICAL ELEVATION ��`� " DQW FOR SIZE LIMITATIONS OF EACH GLASS TYPEVATION . MIAMI-DADS COUNTY APPROVED W I 0 ;V ri SHUTTERS NOT REQUIRED h O ap, +� - General Notes: •• , WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS ' Z W WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE ... aM •• (/1 . LE HT. VELOCITY (HVHZ) AND ASTM 1300--04. THIS PRODUCT IS IMPACT RESISTANT. '••••' '•••'' �• WINDOW •(SHUTTERS NOT REQUIRED) so DTH ••' •'� "' • I m • I WINDOW WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING FULL ROUND TYPICAL ELEVATION Lam--- WINDOW WIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS ••• ••� I �i' • Lam- OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. • •� .. .. HECJANGULAR TYPICAL ELEVATIONSQUARE 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 (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ° w ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 0 0 WINDOW HEIGHT wlNDaw 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND HE GHCWINDOW HEIGHT FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; z z LEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). d -1L 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE w'NDov L—WINDOW WIDTH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT WIDTH RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). JEGGE�EYE BROW ELEVATION WINDOW WIDTH OVAL TYPICAL ELEVATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUNQ ELEVATION 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE I 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED %..-.% •*... 04p (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) O;•• •••' Ass ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL 6•; A WINDOW HEIGHT SHAPES AS SHOWN, CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. N BY INSCRIBING PICTURE WINDOW SHAPE : ,.b tun) WINDOW HEIGH WITHIN A SQUARE OR RECTANGLE, AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS �!?J; SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ; WINDOW ALLOWABLE LOADS FROM THOSE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE SHAPES. PROVIDED PERIMETER . :'I WIDTH ENTIRE MULLED SYSTEM. WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN •• w,•;I FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. '4'� .•• O'<�o• I OCTAGON TYPICAL ELEVATION 'ELLIPTICAL" TYPICAL ELEVATION 13.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE ��0°dp+ �set�P��`% F PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. A #14 S.M.S. W/ 1 1/4' #14 S.M.S. W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN, EMBEDMENT INTO WOOD. PT. WOOD BUCKS MIN. EMBEDMENT INTO WOOD. 8 TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 FOR MAX, FASTENER SPACING) FOR MAX, FASTENER SPACING) MAX SPACE INTERIOR 1' MIN. SILICONE ADHESIVE !a 0 pSHIM A z 10 BEDDING COMPOUND C4 �— 4.. ... _ co Z INTERIOR FINISH __ DGE DISTANC ;' a 1/4' TAPCON W/ 1 1/4' M pks NOT BY LAWSON INDUSTRIES, INC. , LAMINATED GLASS �` . ------------ ---------------- INTERIOR MIN, EMBEDMENT INTO CONC. M y to cm o-1 • E a ;.•,:>-:..=;:;;.:•..,:,,.;::.;. :•-.::••.-:':::`.. ., .,' (SEE ELEVATION AT SHEET #1 (n Q •_: '.Y:.-:...-..,..•..y. :3-z` ------------------------ —______________...._ C! �i O EXT. GRADE FOR MAX, FASTENER SPACING) CAULK a P. W O1 � o � A 2X 2X M ° Zr" z W C EXT, GRADE BACK BEDDING A l W Z 1 1/4' MIN. o Z 0 TO HE APPLIED BEHIND Si 1 ¢ __,::�,:-,_::_:_::_:._::_:: - :�::_ _::_::_::_:: EMBEDMENT UJ Q a CQ :: :: — a MBEDM N � _ WINDOW FRAME FLANGE 8Y `i WEATHERPROOF . W H _ _,-= - _.. .. _. _ 1 1/8' MIN. a0 d INSTALLER (TYP.) , ° MOISTURE BARRIE i i i i A __ _____ __ •a a. EDGE DISTANCE r-, BY OTHERS 01 (TYP, i! !i i O N 1 1/4' MIN, - - - - - - - - - !i ii i i ° b 94 (O ANT` ----- ..........- '.' d'. �i ►� O 0 !i EXT. GRADE EXTERIOR :;�,• e_ '' ti. KT- F w.�r�Yew.vrmtiY�exrra.Ev�rtK EXTERIOR GRADE ��.�' =.l.y - V l,S+�.+)�.YPh`��.l+AVJfYTY?�T?�ih'A EXTERIOR ti i! I CAULK ; �,.;�:<<r+::�:: tq 4f4(fi[(4{4K(4i44(44(4f4ikHt(it4{. �K 1: I - • • f N PERIMETER CAULKING � .,�•�r'4:._. :;C7,•' .fcF.0 ._�.,�. EXT, GRADE PERIMETER H 'r O CAULKING NOT BY WINDOW FRAME WIDTH 'LAWSON INDUSTRIES', O TO BE APPLIED BY OTHERS C 01 A (TYP,)1 JAMB 1/4' TAPCON W/ 1 1/4' C L' MIN, #14 S.M.S. W/ 1 1/4' Q O STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN, EMBEDMENT INTO WOOD. MIN, EMBEDMENT INTO CON(, W EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 » U TO BE SPECIFIED BY ARCHITECT OR G.C. FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) P•T WOOD BUCK NOT BY LAWSON IND, N 9Q 54 O a (EXTERIOR FINISH BY OTHERS) MUST SUSTAIN IMPOSED LOADS W NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE 1 1/8' MIN, �! 0 •• CAULK � EDUE D d' . WOOD FRAME INSTALLATION DETAIL 1 1 ' MIN, ',' o .q '' 4 :. : ' �,� 1 • -- EMBEDMENT v o. 1 1 4' MIN, : ° 'd •• • '.k , '�• 4y A ° A EMBEDMENT d'' ••• •• •'hT, • `� ' •..ti • . ,' •• • 444 • • • 2 �� 1 � :":'+ � �� N tib •: i! ii EXTERIOR GRADE ! ' 0 •• •" o !! !! PERIMETER CAULKINGElEil 1 • '�' ' b• • cJ i 4 ii ` •• ' A A h SILICONE ADHESIVE 4; x ! ! w is {' n BEDDING COMPOUND v°e I !! q 9 'I ii 10 < EXTERIOR INTERIORfxz z � I 5 q ° 11 3 ii ii d ,i :i O I II WINDOW INSTALLATION NOTES: 11 111/4' MAX. p SHIM LAMINATED GLASS 1, THE WINDOW FRAME FLANGE TO BE BACK–BEDDED W/ AN EXT. TYP !i i, 10 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) O 3 ii 11 oe9�g�f111itog�� 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO 1 1/4' MIN BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT EXTERIOR GRADE ? .� �•�..•• ? �®,�er BY OTHERS (TYP,) PERIMETER CAULKING L+ f'.�' �p p Q''a �q tL _ 9p •'�� • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR �? s 'r� EXT. GRADE O MASONRY IS LESS THAN 1/8 , SHIMS ARE NOT REQUIRED. CAULK ANCHORS NOTE: 1 Y OR/BY _ OOD BUCK "! 4 .•P�bOD.LIET 1'(RV1SFD :-: 'd':. �°° a 1 1/4' MIN:Is couR!IYI'g tktllel'lotidn ANCHORS TO BE #12 SMS OR WD, SCREWS INT❑ WOOD, OR �. d ` 4 £MBEDM£NTpP'1Id141n Code /� D ^Q Q' a' 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC„ ;= .A: �., z A a 4Ao,;upl nsoNo i• r (j�J�a•+�� WITH A MINIMUM OF 1 1/4 PENETRATI❑N INTO WOOD OR - _ rorS�rW / , CON(, AT 12' O,C, MAX, E- -)ado -)adz Faoduct Co lry A F- LAMINATED INSULATED GLASS COMPOSITION TYPE H 5/16" LAMINATED GLASS COMPOSITION — TYPE A SILICONE ITEM DESCRIPTION DETAIL SCHNEE-MOREHEAD SM 5731 vj I ITEM GLASS DESCRIPTION I 3 DETAIL DOW CORNING 8991 1/8' ANN. GLASS e - � 1 1/8' ANNEALED GLASS ,18• _-_ ______ = TREMCO SPECTRUM 2 o q� O L 4D co A 2 0.090' SAFLEX PVB-SOLUTIA -`® .1/4 0.715• 2 0.090' BUTACITE PVB-DUP❑NT 0 + 1�• ._ 1O 00 3 1/8' ANNEALED GLASS 1/a' =__J71 I -, M 1 y� 3 1/8 ANNEALED GLASS 1 ' 2 0.340• i i to 4 1/4' INSULATED AIR SPACEl' �'� LAMINATED N Q A 0"" 8 i, iii o 5 00 1/8' ANNEALED OR TEMPERED GLASS 5 16 LAMINATED GLASS COMPOSITION — TYPE D �; �;; MONOLITHIC o a A ITEM GLASS DESCRIPTION 1I 3 DETAIL ;! �� Q a W F LAMINATED INSULATED GLASS COMPOSITION TYPE C r I i. iii `` M 1 1/8' HEAT-STRENGHTENED GLASS •1/8' 3 .. A y ITEM DESCRIPTION DETAIL .0.090• _ GLAZING STOP Z La Z O L) 2 0,090' BUTACITE PVB-DUPONT - - • 1 1/8' ANNEALED GLASS 3/lb' :_:-_- C� CIRCULAR WDWS. o w x f1+ z _� 3 1/8' HEAT-STRENGHTENED GLASS , 1 2 0,340' N e- r, 2 0.090' SAFLEX PVB-SOLUTIA ® .114' 0.71 100 X a f 3 1/8' ANNEALED GLASS "e" __—_ _-_''= oa4o• 13 32 LAMINATED GLASS COMPOSITION — TYPE E LAMINATED 3 LAMINATED 4 W `� o 4 1/4' INSULATED AIR SPACE 'Til'e' = -=_ DETAIL MONOLITHIC MONOLITHIC `D 5 <0) 3/16' ANNEALED OR TEMPERED GLASS ITEM CLASS DESCRIPTION 131, ------------ 1 3/16' HEAT-STRENGHTENED GLASS .o.o9owe• _ -_ ------------- ------------- N W Cq LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB S❑LUTIA 3/16 -- --- - - - - - --- ...................•-. - -...... ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS 1 2 0.406' U ::, y G7 1 1/8' HEAT-STRENGHTENED GLASS 1Te• :_.________ 0.600'—� 0.600'—� 2 0.090' BUTACITE PVB-DUPONT ® v4, I 0.71T0.71T0.71T7/16�� LAMINATED GLASS COMPOSITION — TYPE H GLAZING DEPTH GLAZING DEPTH 3 1/8' HEAT-STRENGHTENED GLASS /s" __-_ �ASW ��, ITEM GLASS DESCRIPTION 3 -DETAIL p O 4 1/4' INSULATED AIR SPACE 1/I" _ ____= I 1 3/16' ANNEALED GLASS 3/16' __________� 2 w a z 5 (w) 1/8' ANNEALED OR TEMPERED GLASS 0.090• _-- - - - - 0.460' s4 W cD 2 0.090' SAFLEX PVB-S❑LUTIA LAMINATED } 3/161 MONOLITHIC w 3 3/16' ANNEALED GLASS I [may O LAMINATED INSULATED GLASS COMPOSITION TYPE G N Cq 1 'SILICONE OPTI❑NS'� O ITEM DESCRIPTION DETAIL DOW CORNING 899 • .'ss, dl..• 7 16 LAMINATED GLASS COMPOSITION -- TYPE I __ SCHNEE-MOREHEAD t731'; • 1 1/8 HEAT-STRENGHTENED GLASS 3/16' ------------ - ;_� 3 TREMCO SPECTRUM 2 •• •.• ITEM CLASS DESCRIPTION DETAIL 000040 ,.., 2 0,090' BUTACITE PVB-DUPONT ® 1/4' a77s• =---__=-_ ..= _� • • 1 3/16' ANNEALED GLASS 3/16' _ •.•. . ..• 3 1/8' HEAT-STRENGHTENED GLASS 1/0• --___- __ _ 42006200 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. GLASS TYPES � WIDTH LENGTH A B C Q E F G H I J K L WIDTH LENGTH A B C D E F G H I J K L (in.) (in.) +/-Dp +!-DP +/-DP +I-DP +!-DP +/ DP +l-DP +/-DP +/-DP +/-DP +/-DP +/-DP (in. in.) +I-DP +/-DP +I-DP +/-DP +/-DP +l-DP +/-DP +l DP +/-DP +/-DP +!-DP +l-DP O O 24" 68 68 fib 68 65 6B 68 68 68 78 65 68 19 i/8 68 68 68 68 65 68 68 68 68 78 65 68 C) C4 A 30" 68 68 68 68 65 6B 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 t,t 00 r� 35' 68 68 68 68 65 68 68 68 68 78 65 68 3T' 26" 66 68 68 68 65 68 68 fib 68 78 65 68 +o 1 47' 36" 68 68 68 68 65 68 68 68 68 78 65 68 '0168 68 68 68 65 68 68 68 68 78 65 68 N Q (m Lb A 48 68 68 68 68 65 68 68 68 68 78 65 68 53-118" 68 68 68 68 65 68 68 68 68 78 65 68 o O 54" 68 68 68 68 65 68 68 68 68 78 65 68 19118 68 68 68 68 65 68 68 68 68 78 65 68 M p n q 60 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 -j M L7, + 24" 68 68 68 68 65 68 68 68 68 78 65 68 37' 38-3/6' 68 68 68 68 65 68 68 66.2 66.2 78 65 68 3 v 30 68 68 68 68 65 68 68 68 68 78 65 fib 4g' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 Z w o o U 35' 68 68 68 66 65 68. 68 68 68 78 65 68 J Z q 53-1/8 68 68 68 68 65 68 68 63.8 63.6 78 65 . 68 47' 48" 68 68 68 68 65 68 fib 64.7 58.3 78 65 fib 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 � a A4 49' 68 68 68 68 65 68 68 56.6 51 78 65 68 26.12" 68 68 68 68 65 68 68 68 68 78 65 68 � � � o 54" x x x 68 65 68 68 56.6 51 78 65 68 3T' 50-5/8" 68 68 68 68 65 68 68 65.2 66.2 78 65 68 o 60" x x x 68 65 66 68 x x 78 65 68 W Cq 48' x x x 68 65 68 68 x 51 78 65 6B 24" 68 68 68 68 65 68 68 68 68 78 65 68 .., 53.1/8" x x x 68 65 68 68 x x 78 65 68 30 68 68 68 68 65 68 68 68 68 78 65 68 �° rn 19.1/8" 68 68 68 68 65 68 68 68 68 78 65 68 ,'� R'i Lo 35' 68 68 68 68 65 68 68 68 68 78 65 68 w 261/7' 66 68 68 68 65 68 68 68 68 78 65 68 47' 60" x x x 66 65 68 68 � 64.7 58.3 78 65 68 K. 3T' 68" 68 68 68 68 65 68 68 x 66.2 78 65 68 48' x x X 68 65 68 68 x x 78 65 68 Z 54" x x x x 65 x x x x 78 65 68 48' x x x 68 65 68 68 x x 78 65 6B U U 53-1 l8" x x x x 65 68 x x x 78 65 68 rz W 60 x x x x 65 x x x x 78 65 68 N 24" 68 68 68 68 65 68 68 68 68 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 66 30" 68 68 68 68 65 68 68 68 68 78 65 68 2612 68 68 66 68 65 68 68 68 68 78 65 66 ® �+ W. x x x 68 65 68 68 65.5 6B 78 65 68 37' 63" x x x 68 65 68 68 x 662 78 65 68 o CD rA 4Z' 72" x x x x 65 68 x x x' 78 65 68 'WIx x x x 65 68 x x x 78 65 68 O 48' x x x x 65 x x x x 78 65 68 531/8 x x x x 85 68 x x x 7B 65 68 w a � 54" x x x x 65 x x x x 74.7 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 N 1 A 60" x x x x 65 x x x x 72 65 68 26-1/7' 68 6B 68 68 65 68 68 x 68 78 65 68 b p 24" 68 68 68 68 65 68 68 68 68 78 65 fib 3T' 74" x x x 68 65 68 68 x x 78 65 68 �t ••V d 317' 68 68 68 68 65 68 68 68 68 78 65 68 � x x x x 65 68 x x x 75.6 65 68 •• 35' x x x 68 65 68 68 64.9 68 78 65 68 53-1/8" x x x x 65 68 x x x 72 65 47' 74" x x x x 65 x x x x 78 65 68 19-118" 68 68 68 68 65 68 68 68 68 78 65 6800 ' •• 48" x x x x 65 x x x x 756 65 68 26-1/2" 68 68 68 68 65 68 68 x 68 .78 65 68•• •• Q •• W •• • 54" x flx x x 65 x x x x 71.5 65 68 3T' 74-1/4" x x x 68 65 68 0 68 x x 78 65 680•• • ' �'+ • x x x 65 x x x x 687 65 68 48" x x x x 65 6B x x x 75.2 65 68 • •• ". UW]• f 24" 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 x 65 68 x x x 71.6 65 . • ••• "; 36" 84" x x 68 68 68 66 x 65 68 x78 65 68 •.• •• •• .C1+ •x �• 47' x x x 65 xx x x 78 65 68 • 48' x x x x 65 x x x x 73.5 65 68 ;•• ••.• • N •• 24" 68 68 68 68 65 68 68 68 68 78 65 68 • • �.• •• c •• W. 96" x x x 68 65 68 68 x x 78 65 68 ••• p .. . • • 36 x x x x 65 x x I x x 78 65 68 ••• ; o 47' x x x x 65 x x x X. 76.8 65 68 `o 24" x x x 68 65 68 68 6B 68 78 65 68 # 30" 108" x x x x 65 x x x x 78 65 66 Notes ro a 35' x x x x 65 x x x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS• & SILICONE OPTIONS. 24" x x x 68 1 65 1 68 1 68 x I x 78 65 68 )K 2,) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED z z 30" 120" x x x x 65 x x x x 78 65 68 ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL 36" x x x x 65 x x x x 74.1 65 68 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT d �' RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7), x , 0 %% L O •• ••. • J N 0 0 N 3 PRODUCT REVfSED !+ •tel a9 oomplyiugwitls the Fimida U 708. J..V AcceptanceB Code 4t Ww Rho NOTE: / WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED E� 0. ''`�I�Tl9! p` ��W VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. `?iem ad,-Pre,1110 Cnntrnl E A x 10 X HILL OF MATERIALS PER 1/4-PM sws FRAME JAMB FRAME HEAD 1j�uu RNETS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS OUTSIDEINSIDE OF ff'vWES o O 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1/2-x s-1/2'STRAPUM q Z 2 L--7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - ►� 00 �. 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - f Ln o to rzq c 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - I o A rn 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-621 1 4 GLAZING BEAD (7/16" GLASS INSULATED) 6063-T6 - •�� J z° �L 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS �.� �® FRAME SILL or HEen o o A d O o ,o W = N 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - \® �� 6e � of 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 7 RECT, OR SQUARE WINDOWS a 04 10 * AS READ. GLAZING SILICONE * — TYPICAL CORNER CONSTRUCTION I CIRCULAR WINDOWS OR MITER CORNERS W A 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" CQ CQ NQ 12 812-25H-357 AS READ. "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O O U a 114 N FRAME RADIUS JOINT FRAME END CORNER Z Zrn H WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS w o - SEALANT: 1.281 2 643 .310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED W 04 CQ SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR f a 1 F 040 SILICONE A .781 .062850 -- N TYP 281 .391 • ••'% • .050 r • • F'+ I 808 TYP, T •• a • d .773 ••• •• A • �• 1,509 Z GLAZING STOP ••• •• •• �' • FRAME HEAD/SILL/JAMB (5/16" GLASS) as onplytug ilhthe •••• ••• as complying wi11f the Florida •• •• • N Building Cndc j�Q � r� •• • •• • i � ;• 310 Acceptance No lk,- �/(�• .i-c-> ••• • • Expi ' n atc 0 : • croo:040 I .040 SEE MULLION APPROVALS FOR 1850 250 MULLION TYPE, SIZE AND MAX. •850 � DESIGN PRESSURE LIMITATIONS. Ei 000 •• • •i 272 14ianti adc Pro uct Control• • • A .050 ALUMINUM MULLION •• • a a y 050 TYP, SEE MULLION APPROVALS FOR TYP. f .773 (ALUM. 0.078" MIN. THICK) .773 # 12 X 3/4' S.D.S. DESIGN MULLIONP PRESSURE UMI ATt MAX.TYPE, SIZE AND .NOT THEEWI DOWOWER OR MULLSSURES OF SHALL GOVERN ------- ATA 12' G.C.T HEAD, MAXLLIPS. INTERIOR NOTE: THE LOWER PRESSURES OF 3 GLAZING STOP 4 GLAZING STOP (7/16' GLASS) THE WINDOW OR MULL SHALL GOVERN q 1/4 MAX. (3/8" & 13/32" GLASS} i- -- ' SHIM � z z 310 .050 •050 INTERIOR $ .850 1�5 .992 .050 0 2 i i� 1 12 S.D.S. X 1 1/4' L. TYP. i I AT 12' 11.C, NAX. .050 1 I TYP. LL I' 1 NOTE: 5 .684 6 800 1. ALL STEEL IN CONTACT WITH �� 4t t�fJf INSULATED GLAZING STOP INSULATED GLAZING STOP ' ALUM. TO BE PAINTED OR PLATED. ,4�5 ••••�••.•••J.. , !! V ='� W/ 7/16" LAMINATED GLASS - - - - - - . - -_____.._.._ 2. METAL STRUCTURES: `Q�• •. , W/ 5/16" LAMINATED GLASS ---.---.---•---._--.-- --------- _ „_.._.._.._-- A) STEEL : Fy = 36 xsl MIN. LL b• °'.;• �' 050 ----- F ______ __ (STEEL 18 GA. MIN. THICK - 0.048") k/ N _. . .__. SS:- J B) ALUMINUM ; 6063-T5 MIN. TYW P.�II� (ALUM. 0.078" MIN. THICK) 0 M .808 EXTERIOR wlNoow FRAME PERIMETER WINDOW FRAME ;' °t •.,'s - E2 SEALANT O EXTERIOR m / .• •` - rte EXTERIOR GRADE E 1 _ ,• .•,� :- $ .466 PERIMETER CAULKING GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL d - A } A Al A Al General Notes: O 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o q Z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300--02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 00 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING r M U o ��/ /.• •.\ \\� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o v <G o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o q ., 'n to 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON j O ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 W zJ, (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. z w o A 0 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o o Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 000 M 0- TO. TO. BE REVIEWED BY BUILDING OFFICIAL. o OXXO 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE, LAMINATED, GLASS TYPES p 0 1 NOTE: TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH 'DOUBLE GLAZE Z o 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). a 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. 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 LOCK DETAILS & OPTIONS. E x 8.) SEE SHEET 9 FOR GLASS TYPES. H H 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. O w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. w � A \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. w a p 0 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. N xfit \`. •�\ //.� 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE •. ••U a..� \\ // 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED •• 0 D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS ••• 5 .�...: & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER...•• ... 24 SECTION 11.3.3.3. '•'• • $ B 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. "" ••••• 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. •�:• ••••' 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED .. XOX —Equal Lite (1.13-1Z3-1Z3) WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BQJT ' . •'d NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO VE •* •• 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. • •• N �N 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE m •�' •• � 3) FOR HORIZONTAL CROSS--SECTION DETAILS D, & E" REFER TO SHEET #5v d 4 0 8 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. � A Al a o 4- 0 a d N N fy EB Bi� * ,F Ln XOX — Un- Equal Lite (1Z4-1Z2—j"4 �+ f 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCT REVISED "n 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 as Complying will llic Florida 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'b, & E" REFER TO SHEET #6 13mildin Cock �` 1 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Acte taace leo ' • . , 'r i P &v SERIES--8700 HORIZONTAL SLIDING IMPACT WINDOW I �i`rt�o �'ate �- �'' ' '°-�:,`, BY APPROVED ELEVATIONS hiam7acle Product Conlrot A TEST UNIT SIZE: 111" X 63" >!c 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 (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD TWO ADDITIONAL ANCHORS ai C) { (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 FORUUNITSAWITHEDP ABOVE O A '§`} FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL +/- 70PSF <4 TOTAL> O (B) 10 AT EA. FRAME SILL A Al v +/- 70PSF C4 TOTAL) 5, (8 AT FRAME SILL IF DP ABOVE 70.0) A Al 5• W (14 AT FRAME SILL IF DP ABOVE 70.0) km C 5 AT EA. FRAME JAMB 4' opo 4.7 1 11.375' ( ) I— 14' 4 1/2' } 14' M C11 •SEE GENERAL NOTE #3 & #4. (1N)t. o.0 I(AUX. O.C. M I �C 0 (C) 5 AT EA. FRAME JAMB 1x. �.c. 4' I (1aAx, q.c� , �l _ H •SEE GENERAL NOTE #3 & #4. (( Q O G4 { 1GR AT 5' A)-LWCORNERS rn N 5+'/CORNERS) ) ,t II I MO6tox. D.L.O. Widt Mox'�D.L.O. t dlh Ma D.L.O. 1 idth 3 t III p = 24 3 8 W 'Z • ' I 13 1/4' O.C. ' ' I' = l3 1/4' O.C. Z } m - _--a =- _j 0 O C3 = I I u � M r �; ii o`i � � r �; ;� °� � 1 W tD �i it n w w co �I I� n 00 TE n. C = E I / E F f / f=+ c I/4' O.C. E LL] II =__ _✓-`mac---II l/4' D.C. C7 Q t '�� ;I E a Q / L '�/ •/j C o jy li /X", N =__?�_=====i�� , I3 1/4' O.C. a 2 ,/ / ===�T======TF==fl 13 I/4' O.C.w _j Lj W // '' I' // 1 Z ' - - '1 I' V Q N I I> x Ii 13 1/4' O.C. B B 1 ; 'i o 13 1/4' Q1 1 .C. ® O {� V1 b 5' S' • �i Cf]L.4, ANCHOR NOTESI ANCHOR NOTESI • • ° ••'N O •9G..k EXT. & INT, FALSE COLONIAL Eti (V • 1. SAME ANCHOR SPACING AT HEAD & SILL MUNTINS ARE APPLIED W/ 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT, FALSE COVAL • V 2. TWO ADDITIONAL ANCHORS REQUIRED W/ SILICONE AND ARE 2. TWtl ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED ww�i • •.� C •• AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE••••• • • [s, •••• DP ABOVE +70PSF / - 75PSf C4 TOTAL) AVAILABLE AS OPTIONAL. • „ DP ABOVE +/- 70PSf C4 TOTAL> 6:66* XOX WINDOW EQUAL LITE QW�) "XO" WINDOW EQUAL LITE •••VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' SHEET #3 " • • 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 NOTES, OX REVERSED ) •••• • •• •• TEST UNIT SIZE: 111" X 63" 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & BI' AT SHEET #3 ••••• • ••••• INSTALLATION FASTENERS * 111' OVERALL FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 • • • (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH — •• •• • • •••• ••••• (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ABD[TIONAL ANCHORS . • (B) 10 AT EA. FRAME SILL REQUIRED AT MEETING RAILS • • • •• (14 AT FRAME SILL IF DP ABOVE 70.0) A Al >aAxFOR UNITS WITH DP ABOVE s SERIES-8700 HORIZONTAL SLIDING WINDO�+It °• :o •• 1/2! +/- 79PSF C4 TOTAL) (C) 5 AT EA. FRAME JAMB J( 1tvSf.�.0 1 , , O.C.) a� SEE GENERAL NOTE #3 & #4. 7 4�1--- t2• FLANGE FRAME ELEVATIONS — L.M.I. •• a •� �• * 51 TYPICAL AT c 4 ^CORNERS) N mc mc Rlox. O.L.O. Yriid h1J.. D.L.O. �'tidth 0 I I 0 Q 24 3/8" ;F 33 1 r} 1 D.C. [ ~ ua WW E ;I I' r• ' Z N W II 13 1/4. O.C. Y I y xW // --�/�F=== 13 1/ O.C. � U 11 II X N C�� II I' ID 13 1/4' O.C. IM :ijw 'j!�.•'. --� PRODUCT REVISED v ANCHOR NOTESI EXT. & INT. FALSE COLONIAL MUNTINS ARE a.complying Willi the PlOrWa o 1. SAME ANCHOR SPACING AT HEAD LL Building COdc 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED W/SILICONE AND ARE AVAILABLE C3^ AS OPTIONAL. Accepinnc4l�o _ • o•.:•, LD MEETING RAILS FOR UNITS WITH DP „ C\ nDOtc d• ABOVE +70PSF / - 75PSF (4 TOTAL) XOX WINDOW — UN—EQUAL LITE NOTESt w 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & BI' AT SHEET #3 y� ja�0 p� Conlroi �•, d 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 Q M 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 ' FOR MAX, FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) o 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. Loo o E• j INDUSTRIES) MUST SUSTAIN LOADS IMPOSED .':"..'s" ' Y; (0 (D A q `� EDGE DISTANCE I BY THE GLAZING SYSTEM , it °0 to O o to v a v 1 1 4 MIN, ti AEMBEDMEN4- a d y�. ',.. rn o N A E d D . D 2X M W O m b d- 1_' .. ' y� Y V MIN. ,, z r" Zo <.< , ANCE W = ODD m a . v •�`- Ch E� ami '-�," V� 1 1/4' Oj EXTERIOR GRADE--/ 12 1/a' MAX, ... o SHIM SPACE '�`i=;- v' 2X (FA1N. EMBED.) '7 1�8 PERIMETER CAULKING lw TYP a z oaq (TYP.) jl 11 Vii: -- !I 1! - :; Z z � 15 1 ij !! H � N N it it i; EXT. GRADE PERIMETER 1/4' MAX, 'T' O t1 f !i i! li ii ii CAULKING NOT BY SHIM SPACE a' Cal 14 !` 15 O 'LAWSON INDUSTRIES', (TYp) !! !+ I! !! !! TO BE APPLIED BY OTHERS W p x (TYP.) E-1 is I is 1 1! ii !! !! ii ii ,i ii • • rA !i ii !i !i ii ii �! ii !I i! i •'• � •Ln••?• CLEAR SILICONE ADHESIVE EXTERIOR ! � vj • INTERIOR ...... ••' BEDDING COMPOUND • 11 II 11 II II� 11 I! •_ !I II I1 Hil 34. A 1 ;; ;, ••.. . x = 0000 0•• EXTERIOR INTERIOR '' !! !i !! •....• •• • ;! �! �! !! i! ..,.. w !1 !1 !! !i i! ,I ii ALTERNATE DETAIL ,. ,. •,••• a XX 7 !: ! LAMINATED GLASS ! ,I •• ,• ,• ,•,••• ,! 11 J �N . . W� Wap 1 !i i! a •d w M Q I WOOD FRAME INSTALLATION DETAI 0 ' 14 6 ••• �.N .. M a ' I 1= II Il II 11 li •s • • • b lb 1 I; I 1 I• 1 I II d i; ;; WINDOW INSTALLATION NOTES: N t 4 4 y q ,.., , j: •, !i it ii ii ii N y 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, t t {' 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 0 BY WINDOW INSTALLER (TYP.) 0)+! I! SILL RISER - OPTIONAL r 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO d a APPLIED WITH SILIC❑NE s BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK a SEE DP CHARTS ON Vpq SHEETS #4, #5, & #6, BY OTHERS (TYP.) z N x pa 2 I�I + WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR c ; 26I(f MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 26 9 O II 13 ANCHORS NOTE: a OR EXTERIOR GRADE _ -- ANCHORS P ❑NS or APPROVED CONC,SCREWS FASTENERS N�❑DCONC, ::::::::'::::::..: EXT. GRADE 1/4 TA C PERIMETER CAULKING +: .... =:=-': CAULK WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR �� ,.••'"°"•�`e"` `' CONC. <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) �` •'• d ^ a 1/4.' MAX. d A e 4 1/4' MAX. � , 0 SHIM SPACE SHIM SPACE r (TYP-) e (TYPJ ':: it a d .. ? : . d -'1 1/4' MIN. :.'a:_ •1 1/4' MIN. - ` �: cr� EMBEDMENT ° EMBEDMENT 4 ac` : w. 4•a a. a d PROIaUCTIiBVISE -:i:,4 : 9' 4d : v a• d d : 9 dd d a• ; v 4 d as complying��;itlt Ihn Florida l d d. `•,` PuiI 'Ing Cod0 I j - 1 1/$' MIN, a c tfn,etti� "" ` pall 3 I EDGE DISTANCE ' ' � � -� a � j • 1 I B� tl :ra_ _Y eL _ OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" MlttnI Z� �r del's�DdticlConlrol • A I. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) y BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 0F, w INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED o o Z A INTERIOR FINISH BY THE GLAZING SYSTEM toy z a (BY OTHERS) 00 _ 0 21 23 LAMINATED GLASS PT. WOOD BUCKS N a U w o a Q a roto 1/4' MAX. 33 SILICONE ADHESIVE 1/4' MAX, ° 3 `•- "' #14 S.M.S. W/ 1 1/4' _ SHIM YSP ACE BEDDING COMPOUND SHIM SPACE ° Z W o MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 *,:; INTERIOR (TYP,) c o z A FOR MAX. FASTENER SPACING) 2X 7 17 34 5 27 3 a' 00 m a o 1/4' TAPCON W/ 1 1/4' o MIN. EMBEDMENT INTO CONC, o EM 1ENT -__ __-____- _ _ _ _ _ _ - - (SEE ELEVATION AT SHEET #2 Z 14 _.._.._.._.._.._.._.._.. FOR MAX. FASTENER SPACING) O - a o 1' MIN. -____-___-- EDGE _ 4 c� o DISTTANCE 16 1 1/4'• MIN. H -, 8 - - _ _ _ ------------= EMBEDMENT ® vi (EE 17 <<<� --------- - --------------- ------------�J a a i 1/8' MIN. O w - __ __ -_--_--__ -- EDGE DISTANCE x A ra Aff_)r, EXTERIOR WALL FINISH : - '• BY OTHERS (TYP.) `�':' ' p oz 4 EXTERIOR 18 11 _�'; •••• c, o . . . � EXT GRADE ... . • � !tz, � x �`r 4. •••••• • .� ••• w D CAULK ';:�",•-:. : �•-•--.� ° vs STUCCO OVER METAL LATH NAILED To f ••••• ,:- .•-:°•:' 'xy to EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER _'__ �' •••• . . •o' TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY C ~- ••••• •• V• 'LAWSON INDUSTRIES' ••: (EXTERIOR FINISH BY OTHERS) ' , .•.•. . ...•• <TYP.) TO BE APPLIED BY OTHERS • • • NOT BY LAWSON INDUSTRIES, INC. MAX. •• •• •• • ••••• WINDOW FRAME BUCK WIDTH - ........_._._._._._._._._.-------------..................:••:• $ •� 74' MAX. 99 '• ON WINDOW FRAME FLANGE WIDTH •• +' `dd •• a "XO" WINDOW EQUAL LITE IA s C t IA 4. ( "OX" REVERSED ) . 4. e a 0 � 30 31 WINDOW INSTALLATION NOTES: u w 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. Z z z 8 $ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) a 22 21 ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR ytttlflr�r � rj MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INT❑ WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR ::; 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCrRBVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. a complying wiiir din PloyWa nuildlu:Codc .' 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED L .. •, Acc�ptrwcolvo� y • ' '�- FOR USE ON ALL WINDOWS. Fx ffA*n 1,Xkto o ; 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. tt-.__ r� Y_ C. Ai11__ ]ade Product Control 4 DESIGN LOAD CAPA CITY(PSF)- OX or XO WINDOWS # # +/- Pressures (psis WINDOW Jamb H&S Glass T pe "A' *2 Glass T e 'B" (*2) Glass Type "C" (*2) Glass T pe "D" *2) Glass T pe"E' * 3 Glass T pe "F"(* 3 $ A WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf � `� 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 80.0 M °0 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 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 o A a o m 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 3 1 M" x. y 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 W s 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 tn O0 a o 0 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 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 80.0 z o 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 x 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 a 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 H 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 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 z10 U 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 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 Ul c a 0 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 W x 48 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 a 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• ..t 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 001 • 1... 26.5 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... ��•• 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 0.0 •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 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:--:B: $ •� 37 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' " •.:. 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 80.0'..' u .., o •�� 74 38.3754 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 H •, •' 4 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 s 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 53.125 50.625 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 a t 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 u a 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 z 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 1¢ a 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 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 1 6 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 t��e�i+lr�f►x 53.125 63 6 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 0t 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0I'Muoul REVISED LL * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. as complying with Qic�loru3 Notes 2) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW uilAfn3 Code a _ ; (WINDOWS WITH GLASS TYPES "A, B. C, & D") 4ccepttulcel\10-• // LC RISER - ❑PTIONALv vvn ©�f. APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �� j \� �\ '�. ;- FOR DP ABOVE +70.0 PSf o � l (WINDOWS WITH GLASS TYPES E, & F ) AND +80.0 DP MAX. �� /�• `�� \�: 3Y�� .- t v l + ,` "I < 80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON `i WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. ' IN THE HVHZ, THE I.G. 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SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. >; Ion 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOWBy (WINDOWS WITH GLASS TYPES "A, B, C, & D") �� viianil�sltle Psbdt+ct Conti 20 S LL RISER - ❑PTI❑NAL x 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '/.�' '/� '/.�' ! 1 APPLIED WITH SILIC❑NEoU..% _:,tet •� " /� i i FOR DP ABOVE +70.0 PSF or�'n ' (WINDOWS WITH GLASS TYPES E, & F ) AND +80.0 DP MAX. f �..� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON N� 2 (+80.0 DP MAX,) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) / a `eft + `• :' i 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. �� fill 3 t ii IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. d XOX - Un-Egua1 Lite q DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Equal Lite (9/3-9/3-9/3) + /- Pressures(pso :. .FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2)1 Glass Type "E" (* 3) Glass Type 7" (* 3) Glass Type "G" (* 2) o a Z � WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf T - psf M 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 "' 0 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 o a , 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 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 >- W O A v 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 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��, 0 o of 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '� 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (Z H 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 o104 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 W w x o 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 a '� 53.125 58 5 6 - - 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.11.' 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.13 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.,p••• �j A . 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' BtindfM Code /��, Notes * 1. SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AcceptimceNo - 'i yj. E. iVion Date 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ° � �•' o (WINDOWS WITH GLASS TYPES "A, B, C, & D") BS' '= \ 20 SILL RISER - OPTIONAL ~o `, :„'. ..��. /fianti ado Product "mol APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP � \�• � / - � �°.. f•`�.: \' f f (WINDOWS WITH GLASS TYPES E, & F ) AND +80.0 DP MAX.. FOR DP ABOVE +70.0 PSF f ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON l 2 (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal Lite A' J 1f # 12 x 3/4' S.D.S. HS--8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD, PHILLIPS. Cn 0 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET /2 ITEM # PART # REQD. DESCRIPTION REMARKS q 34 MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND 'SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. ____ DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM O A Z DOW CORNING 899 (ALUM. 0.078" MIN. THICK) i----- I 1 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 4D � SCHNEE-MOREHEAD 5731 0.600'--� TREMCO SPECTRUM 2 3 L-7701 1 FRAME FXD. JAMB 6063--T6 ALUMINUM M 01 E-4 o to GLAZING DEPTH NOTE: THE LOWER'PRESSURES OF Trb HE WINDOW OR MULL SHALL GOVERN _ INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM N o 0) a LAMINATED GLASS COMPOSITION - TYPE B L 5 L-7705 1 VENto T MEETING RAIL 6063-T6 ALUMINUM E-+ � ITEM GLASS DESCRIPTION DETAIL [AMINATE DESCRIPTION --- to I 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM tn 1 1/8' ANNEALED GLASS =____ _ _ _ - 3 �` 2 0.090' PLASTIC INTERLAYER + _ _= SAFLEX/KEEPSAFE -" ''' --_ - Z } r B slLurlA• 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 3 1/8' ANNEALED GLASS f a34a 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM J z 9 L-8702 1 FRAME SILL TRACK 6063--T5 ALUMINUM 'n w oz. > .1 LAMINATED GLASS COMPOSITION - TYPE D =__ __ CO o ]ITEM GLASS DESCRIPTION 3 DETAIL LAMINATE DESCRIPTION 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 6 O ---------------- ' ' t 1/8' HEAT-STRENGHTENED GLASS -- - - -----� 11 L-7708 AS REQ'D. GLAZING BEAD < 3/8 ) 6063-T5 ALUMINUM z BUTAC[TE PVB 2 0.090' PLASTIC INTERLAYERug :- --_ -= = Byn 'DUPONT' 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS ► E 3 1/8• HEAT-STRENGHTENED GLASS # f a34a a A, ° EXTERIOR GRADE-----/ WINDOW FRAME 13 FS--040 AS READ. INSTALLATI❑N SCREWS #14 SMS F.N./PHIL. LAMINATED GLASS COMPOSITION - TYPE E PERIMETER CAULKING 14 L-7531 AS R.EQ'D. VINYL BULB 1/4' DIA. BULB #3033 Z EXTERIOR �, ITEM GLASS DESCRIPTIONDETAII LAMINATE DESCRIPTION 15 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP 187' w x .230' h 1 1/8' HEAT-STRENGHTENED GLASS ,' __ __ E2 FRAME MULLING DETAIL 16 PWS-005 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .350' h SAFLEX/KEEPSAFE 2 0.090' PLASTIC INTERLAYER By, •SOt.UTIA• Z 17 PWS 009 AS REQ'D. FIN SEAL WEATHERSTRIP 187' w x .310' h O ' 3 1/8' HEAT-STRENGHTENED GLASS 1 a34a ® N 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 4 1-4 LAMINATED GLASS COMPOSITION - TYPE FSEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h MULLION TYPE, SIZE AND MAX. ITEM GLASS DESCRIPTION �3 DETAIL LAMINATE DESCRIPTION DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 1 L8' ANNEALED GLASS air NOTE: THE LOWER PRESSURES OF • •• • C• aaso• BUTACITE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM • • 2 0.090' PLASTIC INTERLAYER - J - - THE tvIN001v OR MULL SHALL GOVERN • • V O By, 'DUPONT' 3 1/&' ANNEALED GLASS a34a 1/4' MAX. " 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON �:_: _ 12 S.D.S. X 1 1/4 L. • • SHIM (SEE ELEVATION AT SHEET /2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL ...: •� R 18 �� INTERIOR FOR lAAx. FASTENER SPACING) 24 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAL!••• • 19 • 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.N./PHIL, �•• " 26,1 HC-044-1 2 WEEP FLAP & BAFFLE34 09 x ' • •. = ---='- 'SILICONE OPTIONS', 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L, •••• • • 4 ----------- DOW CORNING 899 SCHNEE-MOREHEAD 5731 27 HC-040-1 2 SASH ROLLER & HOUSING x ' • • •• •• 33 TREMCO SPECTRUM 2 •• ••• 6- d 0.600• 28 HC-026-1 1 SCREEN FRAME & MESH x • • • • 0 GLAZING IIEPTH29 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. ' ' • cc INSULATED LAMINATED GLASS COMPOSITION TYPE A d o ITEM GLASS DESCRIPTION DET LAMINATE DESCRIPTION TT._ 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON s U i 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL a 1 1/8' ANNEALED GLASSg, _:_;_.__.._1 H 2 0.090' PLASTIC INTERLAYER 0 si4• SAFLEX PVB PERIMETER WINDOW FRAME NOTE 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063--T5 ALUMINUM ++' o 3 I/8' ANNEALED GLASS By, 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH a � _ EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Details Q L.H. of sheet 9 ago d 0 0 4 1/4' INSULATED AIR SPACE e ++ 2. METAL STRUCTURES: 34 AS REQ'D. GLAZING SILICONE See Details @ L.H. of sheet 9 s d 5 1/8' ANNEALED GLASS (■) 1 a340 u a A) STEEL Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048') 35 OPTIONAL AS REQ,D. COLONIAL FALSE MUNTIN ALUMINUM z° N x z Iq INSULATED LAMINATED GLASS COMPOSITION TYPE C 36 SM-5504 AS REQ% JOINT SEALANT x > B) ALUMINUM : 6063-TS MIN. m ITEM GLASS DESCRIPTION DETAM LAMINATE DESCRIPTION (ALUM. 0.078" MIN. THICK) 37 x AS REQ'D. PERIMETER ACRYLIC CAULK OST POLYSEAMSEAL a 1 1/8' ANNEALED GLASS _ __ 2 0.090' PLASTIC INTERLAYER p �1 PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/6' ANNEALED GLASS -____ _- + By, 'DUPONT' 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (s) I f aa4a J ��tILE{BIIf:S . INSULATED LAMINATED GLASS COMPOSITION TYPE G ry ITEM GLASS DESCRIPTION DLTAEL LAMINATE DESCRIPTION M•• • Y` - O 1 1/8' HEAT-STRENGHTENED GLASS ._ ____-__ G- ' 2 0.090' PLASTIC INTERLAYER s/4• PVB 3 1/8' HEAT-STRENGHTENED GLASS -� By, 'DUPONT' !~' 4 1/4' INSULATED AIR SPACE I — : = -=- PRODUCT REVISED 11f a340'� as complying 5 1/8' ANNEALED GLASS <�) 1 1110 Florida � ,� i3ttilding Code / Lill (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. AccepummNa �,r�,,11��. S IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. Gy{3iflf(OD,UDtA 101 4:..s.' !. a_ �, By E GLAZING DETAILS AND OPTIONS A FRAME HEAD FRAME FIXED JAMB SILL TRACKFRWE 'S L-7703 1.250—�{ L-7701 L-8702 is O � O1 O3 O `\� FRAME TOP CORNER A . 093 \ A zco a c F .750 .062 M U . 1.285 V7 p to C3 o ii 0 2b43 I O O to 3 � C) SILL RETAINING CLIP 12 z J i Ch A --.062 I L-8705 2651 10 FRAME HEAD O o 5' o A � VENT TOP RAIL a ti o Ig 1.439— 1 FRAME JAMB r O O FRAME SILL FRAME VENT JAMB L-8701 L-8703 1.466 0 0 � A62 i O a 2.000 I O yu I --� .754 1� O N E. z FRAME 80TTOM CORNER FRAME MEETING RAIL H Z f1� VENT TOP CORNER q4 N 2,374 VENT SPRING LATCH FRAME stLL � o O A L-7539 .062 A62 �-A62 21 �\ W a x o 2.643 I VENT JAMB RAlL � • • i •a • ©• 1.2!`35 `\ �••� � • ••••• • u tiCi• VENT LOCK RAIOne L •••i• •i • • • 0000e 698 •• • ••••• --.750-- • • • • 1 • • •• •• • in •• � v LE7705 INTERLOCK RAIL F IXED 04iEET1NG RAIL VENT TOP/BOTTOM RAIL j '. �`' �• g L-7707 j 5 \ ' o . OO �i�{S?TfOM RAIL FRAME SILL MEETING RAIL FRAME SILL � � q A h —A62 O t t �' o �2 2,062 rz 2.285 1.375 VENT BOTTOM CORNER I �, o 0 Ls ole 12 1 a . fQ 1.504 Z � z 062' 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS ¢ 1.075-1 VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7706 L-8830 LLA ZING BEAD LD8706 PTER O OGLAZING BEAD s�� t•y• "�'` ya 32 L-7708 18 20 +A : • `'� " 11 .500 r a Ul n .0942 2.000 T ��.. 1.450 T— 050 •ems A� PRODUCT RIWISED q { .850 1250 as conyslyiu8 with the Florida o' t �,• °.w 1; 2.794 BuilAlnt; /� 1 Acceptmtcei�o� "` . .1�. E'uirrt3iouDatc 1235-1 .773-+I --.773 11,050 _.4ianti Bade Pindllct Control', A L 48' 53.125' 53.125' INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH (A) 4 MAX. AT FRAME HEAD INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD CC) FRAHEPER JAMBSAMSEE,SHEET\#4) LL A � MA O C,� CB) NONEPERFRAME SILLD ia°Az/o c. A� <C) FRAMEPJAMBS (SEEER FRAMI ,SHEET #4) A � MAX.13 30.C.I6• C3 z ( fD MAx (C) FRAME JAMBS (SEE SHEET #47 6• `� 0 4 a 6,(MAX.-Typ. ® 6' 6. MAX.-TYP. M ALL CORNERS) , .� - �� ALL CORNERS .r W) co 1 F-I Max. O.L.O. 1�id ► ALL CORNERS ii ii ii ii s N Q � CS wo =1143 9/16" C uCA 14 QA ---------- _ ------- . 10 1/4' __===='I -_- .f a== M- iV � `I 9 3/8' i� ��1 _j tL M z y II II J II If J - II II 3 0z t4 MAX. ABOVE i .' ii II �� i✓/ ii �D <y I✓� . ii II Z W u n K ¢y 11 II L9 Q z MAX. ABOVE I ING11 w O O Y a 3o MEETING RAILS 11 u x = i i 1Q 3116' ---- n n z _ _ �s = w w __-- n _ n X ~x J Z �1 A 11 II O F z I ---.-= I > 0 A " 1 z B " ° g z =I, z> -!MAX. A��IYE Mox. L.O. 19idt(i - Int =rW' = Ma ' D.L.O. l'Ji tit w = Q'4 V7 a u 3 MEETING RAIL x =ii 00 2 a. P4 Z oa ¢ o o� _� _ any a �' as 11 1� o gti am �' InY In I. x - 11 16 II N� oro _ 'A.. Li II 1 °�°t J 6' MEETING Mw v B ii c%i� a�H I�j ii B li ri W H RAIL X30 �Z�' z3 I u' n9 �a1 ,�� is � ' AT � . a3 7 40 40 3 a o' y u H 6'MEETING z `L= 0.0 6' MEETING Qi [3 1+� / i; v RAILS u, 11 II 3 on ? I RAILS c 3 ii i ii t 'J w 8 1/2' I / U 9 7/8' ------�, --_a a s_ 3 s 3 MAX, BELOW �' �E 3 f X 10 3/4' �' „ E ZT ------ ------ ------ - __--- - I- MAX. BELOW II. 1�-� - � •-- MEETING RAILS ----- � ==5. .,t a BE O ' -- _=z��• � �" MEETING RAIN 1,/ '. I,'i 0 II a IF - - -�I ` s MEETING RAL �I. f' F� ►�` Z z TZI! //tI'�1� II Fi ri o II II O 1 Q N / 11/ / 11 N ~ is 11 II II p 6'MAX. 6'MAX •••A CS (� C EXT. & INT. FALSE COLONIAL C '••' ' •• d EXT. & INT. FALSE COLONIAL52.125' MUNTINS ARE APPLIED W/ 52.125' •••• • •• • ' MUNTINS ARE APPLIED W/ 47.000' W/ SILICONE AND ARE • O o • W/ SILICONE AND ARE WINDOW DUCK WIDTH WINDOW DUCK WIDTH AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH •••• V O •pd. AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION ••• • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) '••• ' I "•' (LIMITED TO LOADS ON SHEET 4 OF 6) ��I•••+++ General Notes: SERIES---'7'700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME A ;�� a " ' 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.125'- OF 3.125'OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH ; '. •" VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A) 4 MAX. AT FRAME HEAD •• • - (B) HONE PER FRAME SILL 13 3/4' •• • (SHUTTERS NOT REQUIRED) <C) FRAME JAMBS (SEE SHEET #4) A MAX. O.C. 0 o 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING cMAx. � RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6, TYPICAL AT N N c a o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL CORNERS) o D.L.O. Wi th 3,} ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES I M=1148 11 16„ ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED 11 cEi ON SHEET 4. 4�` _ 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 2 .9 5/8' ______:� - f === r7 0 0 o C ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND !� MAX. ABOVE �/ ii ri a v ti TO BE REVIEWED BY BUILDING OFFICIAL. �a �i " i1 II D r q w II 11 . = j 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS �? II B 11 = zz Im TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE a a I AT '•' o o d m 3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). � H� i MEETING � �S 3 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. ng I RAIL n 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. '`= x? „ ;' a W Ia 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. W w to ,IlttltrrEx 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE > 9MO, BELOW =-___=1�f =° MEETING RAIL }/ li M tidy •• ....•..,�ef}�f°' 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED `' n II II •• ,•,-C; (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) ( +1 ii a c •`` `+1 lr_ _r,4`!t WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 'ROI)1lC7 REVISED SECTION 11.3.3.3. ' ocuWAyIDI;whit the Florida MAX. tdift Cod "+ L r, , ^Gi 6 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. kmvirmou , z 12. MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED C i Date f� WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. & INT, FALSE COLONIAL ' ►fes O r/�: =;• ' `c , MUNTINS.ARE APPLIED W/ ' �:,`•, • BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 52.12s• ;Y-`��' y� �� >..,, W/ SILICONE AND ARE ;1iari�a I'Iv tact Control`�• � TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL. WINDOW DUCK WIDTH 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION _6'_ >•.' . 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. A T 1/4' TAPC❑N W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC. MIN. EMBEDMENT INT❑ WOOD. LA14INATED GLASS _- PT, WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION AT SHEET #1 (SEE ELEVATION A7 SHEET #I P.T WOOD BUCK NOT BY LAWS❑N IND. FOR MAX. FASTENER SPADING) A w FOR MAX. FASTENER SPACING) SILICONE ADHESIVE _:�.`. q o z o MUST SUSTAIN IMPOSED LADS 23 BEDDING COMPOUND q to q z a 1 1/8' MIN. EDGE DI 20 '•' +; Q" ' 1/4' TAPCON W/ 1 1/4' M 0p INTERIOR 7 M H MIN. EMBEDMENT INTO CONC. cn � d :a 19 '' (SEE ELEVATION AT SHEET #1 v~I Q °' 7 U 1 1 4' MIN. p co ray d` o v .AEMBEDMENT_ 4 4_' FOR MAX. FASTENER SPACING) G .. F, �e;' i3• p'� 4. v v 4 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ q O) O tin A W ------------- - - - - - - _....................... J O ZW Wt1212 L 1/4' MIN o 2 z z EMBEDMENT 0w MBEDM 00 2 n >'_ _ . - - --____ 11/8 MIN. O W '` EXTERIOR GRADE ' ' _ o _ __ _ :q - EDGE DISTANCE W to I , PERIMETER CAULKING l I 1 q a C 19 1 li I I SILICONE ADHESIVE EXT. GRADE EXTERIOR it A �' ii I I CAULK '�� is , , BEADING COMPOUND EXTERIOR GRADE PERIMETER CAULKING x it I LAMINATED GLASS WINDOW FRAME WIDTH yl ►"�I' x ii V MIN. #14 S.M.S. W/ 1 1/4' V MIN. W A DGE DISTANCR MIN. EMBEDMENT INTO WOOD. :DGE DISTANCE WINDOW INSTALLATION NOTES; ••w INTERIOR (SEE ELEVATION AT SHEET #1 . • O Z • • !i FOR MAX. FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. . • �I )--I hSeeriNc GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE •• . >,r W RAILS 18 EXT. GVE !, EXT. GRADE 1 BY WINDOW INSTALLER (TYP.) •••; • c>~ >x EXTERIOR I a j CAULKI CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO •••• (� • ! 1/4' MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK .•• •'�i = O EMBEDMENT BY OTHERS (TYP.) ... !• I '�' 3 a 4 5 WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR��•� • • ► g A 1 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED.ANCHORS NOTE:ANCH❑RS T❑ BE #12 SMS OR WA. SCREWS INT❑ W❑❑D, ❑Ri •• • 1/4 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., w WITH A MINIMUM OF 1 1/4. PENETRATI❑N INTO WOOD OR i ii i i i i! ' , , , , CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR `i a m it i i 1g " 't QUANTITIES REQUIRED) NNo o 3 3 A 4 y CL 1 1it a EE OE 1 ii I it rg rs I 8 it 0 $ O N ii 25 o 18 21 y ii t- I iii .o •� m 28 I ' a ii o cr x Z I it d m N6 28 i6 o � ti I 11 14 i >> 14 I EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. " SHIM 41 A', LL d : . a, 'R01JUCFRI'svisEF� cz a ....... r? d a >s .•. i13�the Florida 4 lui1Nt c ,./"I 4. C )ttZltt 010 Cd z .`h :4 4• ° : p q. Ikt f1AtC 4 ^ EXT. GRADE '.___ . CAULK iaritK1 W'kf01'mduct Control b00 YORBYHD UCK A r 8 #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. 24 11 (SEE ELEVATION AT SHEET #1 26 0 4 FOR MAX. FASTENER SPACING) 1/4' wax INTERIOR 6 6 Q 23 SHDI SPACE s r- O z - INTERIOR FINISH 'SILICONE OPTIONS', tD � NOT BY LAWS13N INDUSTRIES, INC. DOW CORNING 899 r• � to SCHNEE-MOREHEAD 5731 �.. .�:::.,•..._..,. .. ;. ------------------------------ M "�1 ..,•.. .�::.rr :• '. t•:e rj TREHCO SPECTRUM 2 :. :•c•.•';:;••.:.,o ::..:f c 1+1 lD E-1 25 21 GLAZING <•-`' EXT. GRADE BACK BEDDINGAJ N p � Z c, GLAZI1tG DEPTH i' TO BE APPLIED BEHIND O A 11, O c� WINDOW FRAME FLANGE BY LAMINATED GLASS COMPOSITION - 'TYPE 2 2X 2X INSTALLER (TYPJ 5 3 0 0 'm � 0 y rm GLASS DESCRIPTION 3 DETAIL LAMINATE DESCRIPTION __ pq 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER m - - SAFLEX/KEEPSAFE -I z la O T-T " `- - --- By, 'SOLUTIA• WEATHERPROOF LOCK (LATCH AND SWEEP) OPTIONS in LJ � � � '' 3 1/8• ANNEALED GLASS 1 a34o MOISTURE BARRY 2 I2_ W O BY OTHERS (TYP, 1 1/4' MIN, _________ _ 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE a LAMINATED GLASS COMPOSITION - TYPE 3 MIN' - ___________ _ _ LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. O 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED O ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRII"TION Q r- :»>»»»»f»3»'>»»»»>»>»»� .;.� FOR USE ON ALL WINDOWS. W a 1 1/8' ANNEALED GLASS =_-:=:_-, �tt�rK.frrFttavwrx«.veExfrt :,,s` ,pp9y SENTRYGLAS PLUS {K K{EEIKtEEi4KfK{K K{K�l :"' EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. , N 2 0.090' PLASTIC INTERLAYER - __ _, Byn 'DUPONT' s� �► 3 1/8' ANNEALED GLASS 1 -0340' �• •:iy;i;s�-Y' -:-'"I>z,;.r ,.:z: n U �" 'z •!; ,�;,��• •E�� >• •�-k ;;$ EXT. GRADE PERIMETER �j CAULKING NOT BY H CS 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS N iJ U1 LAMINATED GLASS COMPOSITION - TYPE 4 C I JAMB (TYP.3 ••Qf W a ITKW GLASS DESCRVTIONSTUCCO OVER METAL LATH NAILED TO c DETAIL LAIMATE DESCRIPTION •91 • • 1 1/8' ANNEALED GLASS9.1 • .nolo' j I BUTACITE PVB EXTERIOR GRADE PLYWOOD SHEATHING •••• = 2 0.090' PLASTIC INTERLAYER I •zr _ .r.= gl •DUPONT' TO BE SPECIFIED BY ARCHITECT OR G.C. 3 1/8' ANNEALED GLASS -a34w (EXTERIOR FINISH D OTHERS) •••• ••IZ, • • NOT BY LAVSON INDUSTRIES, INC. • Z, NOT • WOOD FRAME INSTALLATION DETAIL •••• • LAMINATED GLASS COMP03ITION - TYPE 5 ••• ••C4 • ••k, ITEM GLASS DRSCREMON DETAIL LAM NATE DESCRIPTION ALUMINUM MULLION •••• • r i• W • •� .. • 1 1/8' HEAT-STRENGHTENED GLASS / _- -_-- SEE MULLION APPROVALS FOR # 12 X 3/4' S.D.S. SEE 14ULLION APPROVALS FOR •• • ��11) A 1..� A BUTACITE PVB tdULUON TYPE, SIZE AND MAX. • 2 0.0901 PLASTIC INTERLAYER - - -•-••- MULLION TYPE, SIZE AND MAX. FLAT HEAD PHILLIPS. ••• • a' -- By, •DUPONT' DESIGN PRESSURE LIMITATIONS. (SEE PRESSURE LIMITATIONS. • • W•.• • 3 1/8' HEAT-STRENGHTEN£D GLASS 0,340 (SEE ELEVATION AND • ul (ALUM. 0.078" MIN. THICK) _ _ DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE . . . ••• • • - 1 AND FASTENER SPACING) HUNG WINDOW OR MULL SHALL GOVERN • • �•• • 1/4' MAX. • • NOTE: THE LOWER PRESSURES OF SINGLE SHIM •• • 11 20 HUNG WINDOW OR MULL SHALL GOVERN � •• • 03c # 12 S.D.S. X 1 1/4" L. m INTERIOR SEE ELEV. FOR SPACING o I I v4 ----- = 23 a 04 i� o 'SILICONE OPTIONS', a a- - - - - a ti DOW CORNING 899 _ SCHNEE-MUREHEAD 5731 it 11 £ 24 TRENCO SPECTRUM 240 0 0.600' �' 1 ONOTE: GLAZING DEPTH i _ 1. ALL STEEL IN CONTACT WITH 0 0 O G __-__- - - ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: w W m INSULATED LAMINATED GLASS COMPOSITION TYPE 6 1 1 A) STEEL : Fy = 36 KSI MW. a x x TTSM GLASS DESCRIPTION DETAIL �L_ LATINATE DESCRIPTION (STEEL 18 GA. F.11N. THICK - 0.048") d ni 1 1/8' HEAT-STRENGHTENED GLASS __1 , B) ALUMINUM 6063-T5 MIN. 8' '--= ==:=' == WINDOW! FRAbtE 2 0,090' PLASTIC INTERLAYER PERIMETER 4p 1/4• BUTACITE PVB EXTERIOR SEALANT EXTERIOR (ALUM. 0.078" MIN. THICK) 3 1/8' HEAT-STRENGHTENED GLASS -____ == By, 'DUPONT' F4�' EXTERIOR GRADE 4 1/4' INSULATED AIR SPACE _= PERIMETER CAULKING fstTt Ii17 5 1/8' ANNEALED GLASS •�• :- `� -� -a34 . .,;`• ft1 FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL, •• � s }V INSULATED LAMINATED GLASS COMPOSITION TYPE 7 •�•'^ rm GLASS DESCRIPTION DBTAIL IAWMATE DESCRIPTION 4 I/8' ANNEALED GLASS __ ________ PRODUCT REVISED Q ..- as complying wi111 the Florida 2 0.090' PLASTIC INTERLAYER d/4' SAFLEX PVB 4' 3 1/8' ANNEALED GLASS -____ _= By, 'SOLUTIA' BUIIdiO$COdC .� ACCCptaDC9I�0 64 s' 4 1/4' INSULATED AIR SPACE i , r 8Datc 0� . - �' _ 5 1/8' ANNEALED GLASS 1 1 _ 0340• MC Pmd11C1 Contra GLAZING DETAILS AND OPTIONS r • DESIGN LOAD CA PACITY (PSF) - VIEW WINDOWS W/ 3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUALLITEWINDOWS # + / - Pressures (psf). # +/-Pressures(p4 to 0-- WINDOW Jam b Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type o A WIDTH HEIGHT Anchors 4 5 6 WIDTH HEIGHT Anchors 2 3 4 5 6 7 q Z 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 `r° to 26.5 50.625 60.0 80.0 80.0 co to) 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 M 1 H �, 37 50.625 6 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 o � z o 42. 50.625 60.0 80.0 80.0 4 42 26 80.0 80.0 60.0 80.0 80.0 80.0 o Ed A :0 o d 48 50.625 60.0 80.0 80.0 Ek\ °1 0 C a 48 26 80.0 80.0 60.0 80.0 80.0 80.0 -� a53.125 50.625 60.0 80.0 80.0 3 o 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 w o o o 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 8fl.0 60.d 80.0 80.0 80.0 0 -1 Z A 37 59 8 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 U-) a 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 o Pq 48 59 60.0 80.0 80.0 ,:- 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 5 3.12 5 59 60.0 80.0 80.0 i%!/ 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 0 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 U t` 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 �' � a 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 U z E- 42 -42 63 60.0 80.0 80.0 r 37 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 Z ti 48 63 60.0 80.0 80.0 /� % 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 H x 53.125 63 60.0 80.0 80.0 ' 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 ® a w 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 •. Z • •• 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 . 37 74.25 60.0 80.0 80.0 ••a `~ 42 74.25 60.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 •�+ N W � �• 19.125 78 60.0 80.0 80.0 37 59 6 80.0 80.0 60.0 80.0 80.0 80.0 �t �•h O z •• 42 59 80.0 80.0 60.0 80.0 80.0 80.0 **ado •; '� 26.5 78 60.0 80.0 80.0 /i/ ii • 8 r/.: 48 59 80.0 80.0 - - - 80.0 • 37 78 60.0 80.0 80.0 4 2 78 5 9.0 7 9.0 79.0 53.125 59 80.0 80.0 - - - 80.0 •• ., PP•" 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 •• y ••• • DESIGN LOAD CAPACITY(PSF) - VIEW WINDOWS W/4H VENTS r, • •• •� Zi W / 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 • 000 • # + /- Pressures(pso j/ � 37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 •••• WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.0 60.0 80.0 80.0 80.0 •• go WIDTH HEIGHT Anchors 4 5 g 48 63 80.0 80.0 _ - - $o.o Ca 53.125 63 80.0 80.0 - - - 80.0 o a N 19.125 59 60.0 80.0 80.0 26.5 59 6a.a 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 N N 10 1 a o „. 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/ii - - - r/, 37 74.25 80.0 80.0 80.0 42 59 60.0 80.0 80.0 42 74.25 8 80.0 80.0 - - - 80.0 3 0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 2 0 o N 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - 80.0 o 19.125 63 60.0 80.0 80.0 j' i 19.125 78 80.0 80.0 so.o 80.0 80.0 80.0 j z z 26.5 63 60.0 80.0 80.0 ,/ � 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 14 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 1 - - - 80.0 6 42 78 79.0 79.0 - - - 79.0 42 63 60.0 80.0 80.0 48 78 710 71.0 - - - 71.0 48 63 60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 19.125 74.25 60.0 80.0 80.0 UN--EQUAL LITE .4"y+ ,Y4 *r,rirr rrr..V;k; /• 26.5 74.25 60.0 80.0 80.0 •-; ,-; • ; SN o ''4'''W [tODUCTRBVISGD E-40. 37 74.25 8 60.0 80.0 80.0 Mw� �. Is ooniplying with the Flotfda 42 74.25 60.0 80.0 80.0 30ding Codc y �: 53.125 74.25 6kcccpttn"v No 0.a 80.0 80.0 i' •oa jun 19.125 78 60.0 80.0 80.0 //,�(� jj i // i � �\ 4 o .I, _- 26.5 78 60.0 80.0 80.0 // . // //. . 3�'-_ _; �. Wl Aia�ni Dade Product Control ;^ 37 78 $ 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE d A Y FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 �° O 1 ITEM # PART # REQD. DESCRIPTION REMARKS O OI.osa--] I FRAME TOP CORNER 1 L-7801 1 FIN FRAME HEAD 6063—T6 ALUMINUM O p Z g (D A A --.062 I 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 00 rn .500 062 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM "1 E'' a a n—i2.2es 4 L-7704 1 FRAME FIXED MEETING RAI 6063-T6 ALUMINUM rz o c° P o 078---- - f-4 .844 S L-7705 1 VENT MEETING CT❑P) RAIL 6063-T6 ALUMINUM o 1.504 I 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE> RAIL 6063-T6 ALUMINUML 2.651 —� 8 L-7708 AS REQ'D, GLAZING BEAD < 3/8' ) 6063—T5 ALUMINUM w z A 6083-ra MI UM ) FRAME HEAD Op � IL ( 8003-15 ALUMINUM 9 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P,H. PHILLIPS W o 10 FS-040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. C'3 FRAME SILL FRAME JAMB t L-7702 L-7703( 8083-T6 ALUMNUM ) 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB #3033 ti Ems, O ( B663_T15 ALUMINUM ) O 1.250-1 FRAME JAMB 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x,230' 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP 187'x.350C'1 Z 1.441 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP 187'x.310' rU Z 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' H 'x 16 L-7711 AS REQ'D, GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM -17 L-4204 AS REQ'D, GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 6•o 2.643 soo 18 L-7723 I SASH BALANCE CAM/GUIDE <2 X VENT) •, • ; y 1 • 04 . • •a .{�} . 19 L--7725 2 RIGID VINYL SASH STOP <2 X FRAME) •• • a62 A -,050 •soo A62 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems •• • 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM . . ••k I •. 1-2.713-1 I 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL •'.' : • • 23 � AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 •• •�Z. � W VENT INTERLOCK RAIL LENT BOTTOM RAIL VENT JAMB RAIL FRAME SI O 24 X 2 Laminated Gtass SEE GLAZING DETAILS � • � H ' ••• L-7705 L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON : • ( 8083-T8 ALUMINUM O • • •• ( 8083-T8 AIATMINUM ) ••• : � � O ( 8083-T0 ALUMRIUM ) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON o � 27 2 FRAME SILL FOAM GASKET SELF ADHESIVE �` 1 I —1.375 � ( 28 HC-026-1 1 SCREEN FRAME & MESH N N o c rz 29 L-7730 1 PRODUCT LABEL ; a 062 z.000TL--t i �, VENT TOP CORNER 30 X X W EL fL 2.062 1.165 g ~ E 062 31 SM-5504 AS REQ'D, JOINT SEALANT SM-5504 , o o N 32 AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL -9 >� • w VENT JAMS RAIL d m y 1.075-►1 VENT TOP RAIL VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-753fl L-7708 L-7711 L-4204 -•—.062 ( 8003-i8 ALUMINUM > ( 8083-T6 ALUMINUM ) ( 6083-T6 ALUMINUM -�II+-.05 PRODUCTRSVIS(3D 6,050 .050 i as coDlplyiuB wilk the WoMa -L 808 �� Aul�dlD#Codc �}�t /'"IQre 51 391 �} ) Acceptrolcc No -':''., 1.013 .391 VENT BOTTOM RAIL f IIs VENT BOTTOM CORNER ' � o`" rr 773-- —•773 Aianli Dade Product Control 1. -- .698 .466 P, FRAME & SASH CORNER DETAILS ( 8083-T6 ALUMINUM ) A a 4I- ,�, Ci MI, IS Hl U N N I;r hr[ oeauvel.l Q(QPAY MODELS 84A. 94, 98, H94 IAN MFS. r Iun4cT a Crc:I1C T.PING. at O2/t7 a7 'MULIR+UHPOSC NICH COMO'WAS":FACAOC IS OPTIONAL I J�[yQDfJ,,1j: 4RST, HOST, 4F CND STILL'S ATTACHFO 10 DOOR SpA WTH PAICNIED TOC-L-EOG SYSTEM. LNO S1uC5 D2 1t/t4/DJ NLMOVf.O HAti 15/SGt�Yf.FROM CND 9PLC. NAVC(2)100-L-LOC CLINCHES AT TOP AND(2)At 0011OM,ALONG INC FRONT FACE: � THIS PRODUCT CONFORMS TD IIIc OS 17/15 11 WCNrAZO MAX.NT. HOLMES MOUL5.: 48, 486 21-'ACTIONS NAVE(E) TOO-I.-LOC CLINCHES; ( CTA4 b RCOWRLMIEwn or THE 1010 FDC Ir 5CCTIONS NATE(4)TOG•-L-LOC CLUR:KS.�' AVO INC f0-M EDITION FOC. � 04 2/2015 ADDED CODE CONPUANCL .TA7UAENi. TRACK CONLLy URATlnN HORIZONTAL TRACK SVPPORT LIM lop DRACNET DY DOOR INIVALiLH(TO SWT). DOUIII C HORIZONTAL (t)INlEIIMCDATE :TRC DCTwrcN FACK CMD0251 OCTAL •D• MW.TWIIRPO:CA TRACK 1-" RKM GOND TMC. DOOR', HANG NOT OS fON ATTACHED WITH TOG-L-LOC[(2)AT TOP d WTYOM) / DOOR:OVU<X'MGH. D URCTMANC AUHGSNC(ALONG CENTER). OPNONAL DECORATIVE / OP.DDDAL D[CDRAMK: w.•. w."ta A.•r rr rr wwr4 ran reI D - - A SNAP-1111 INSful. FRONT!HANE FACADE _ ntt rK.4+.a.A n.•at A.wvIwa Arsr_ =- ONC ROAD Or IYPACr-RC:I`mme cw1w.IN puis I cC S r sCAL .tRRCRxtAL --wITix IRILK ATGChLD TO rW DwGKtT �� TOP SCCRON(SHORN) NExT-TG-AtC-tOP L JUCONf SCAIANT, WITH(1)J/a•>'7/4•CANNIAGC DOLT. )DW HFA71fi00p♦_OPTION AY a w W 17J`�r If ,rcraN(ADT%Ham). ✓ r r + r MAx-O1uIlIO SITE IS to-1/2' t 1`, 13 CA."V.STCCL FUG DOOR I F_ 5 __ -- 6LAZWO Is INJtCTKIM MOL 0 Gc LCxAN Dtx7432r, O.IDo� UNACACf.CACN fA=ENED /fICNr 'L" xi t J x.f '�C4 K• SCA "Ir S _ - AN M'rROfCO CQ rUV1tC IN AGSORDAXCC 111TH TO WOOD JAMES WaN(3) - IDDlFLIC 260• •p6'n-t/7'WOOD LAO AT :tl7 16 JN Ua scC OCCTION D-D FOR AZUMTN.V PCML. - - '1 I WACI RES�ANI "^"�• SGROrr VtOSICAL TRACH a-0 Ui -I 7 T ]4 :ill•_ _._... - -,a,• 019-PCCC IWEVION 4' ATTACNCO Y0 - _ _ - - •••••• ' MOEOCD OC 1CIGW S4 11ORRONpL 1RADK tYDN •-1L_�,. SLXWZT FRONT R+ !N H - ___ • •••• •••••• rRAYL h aIACWC (7) 1/4'ai/A-TW4CK 0'�O int • D' 4 5�1 2 - - - ! • • .._.... OL7' ETN NTERMLD.NalGC 2'OALV.STEEL TRACK. 1.1.. 1 'p • - 1 1+ - _ 1•• RT - _ •• • • •• • y� D .. - .. __.__ SSSS _ POLKIYNfII[RETAINER YD, I1 4 ^ „(O ,. - •••r f •••• •••••• �/' • • • • winItD'O li%Qr WR11 - • - .. StC END HWGE ETAIE (t0)Ft•.T/4'PAN HC•0 Y TRACK 1MICKHLSSI 0.000 1l-0 f3 _ f0� 1L DF 6�•• 1 - _ • • •• t IpN[SCREWS. L j 7�Ay - 7 -IO'-�f•1" S !2 t. ••••• • • -.-._SSSS._ .LA..._G-.TyN7N_-Of.__SSSS__.__- .__.____ -I -_ A _I' f) Nan I n• G . _ Io)dfi1TRaSDTto 2�5ARk L'HHNDI:uCN C1u-TUI5O N4 D 3'{ � STCCL TNACK DNC , S'. - 1l_]1_D�• zC 4 " 4103 DOOROF -ice..71t.JO ' -X4- LOCK POSITION(DON SIDS `C ; I . -1/2'lx GA WLV.UWDA Of!ACM Lax FDR OCTAL TooOT - L ••!`••.••••••1 ••••••t••••••• ••.•••f••• •••• ••W.Zel W" rr ••0 ••• s •+ C41::ILTE TIME.RAZED PANELELY.INTER.MILES '�T0a PREA TION—D MBS BY •A 'urpQNrWc rRUC[URu CLt+eNTS SHA ••••• ••V.i + ES DESGN or THn.4F w0 M luyIIUM PANrL x • F4'0 Aomnis AY Of INC PROFCAONAL or RCCOND FOR 7Hc s • • 0 2C OUILDINC OR"TRUCTUMIC AND IN ACCORDANCC WIN CURRENT RU1,0140 • • • • 9.009* OPTIONAL VENT: CODES r0R THE 10 •.40LISTED ON ri•S DRAWING. +••••• LtAx, ODOR WIDTH O'-0" �� '%1' • • • • • INSIDE ELEVATION 24 GA(0.0730`MIN. THICK)005 rNlaf ajAMSF3 7(} $UPPORTJNG STRUCTURE ATTACHMFIVT IlowxoNl/L(TOP)JAMB ••• •••t i t A• STEEL CMCRIOR'.NEIN INN G-40 - (NO LOAD 7'X0Y DOOR) • • 1 GLVAN1ZOv'C.HAKCO-ON PHLAra AND } •t •NM LATCH Clill A Wo=_ON POLYCSTCR PANTED -^--� _ ONTO VCRTICAL TIUCK. TOP CMT APPLIED TO 0074 SIDES 11, ML THL LOAD FROM THC DOOR IS YRANSFERRCO TO INC TRACK AND TNG!FROM THE TRACK TO THE gra OF STEEL_KIN. (ASTM Nt. M57). �` VERTICAL '311'(GRAD£/2 ON BITTEN)JAMBS.NO LOW FROM TNC DOOR IS TOM' TO THC ONE SNAP LATCH ON GCM SND 1 TIORIZONTAL(TGP)JAMB SIDE OF DOOR. TILE INITIS. I. ALL JAMB FASIENLRS MAY OC(BUT ARE NOT RfOUxiCO 10 DC)COUNTERSUNK TO PHOYIDC A FtUSH INTER. STILI 511LE LOCK MOUNTING SUNFACC. FASTENER OAR SLIDE BOLT LOCK U, A 1/3:;TRESS INCREASE FOR WIND LOAD WAS I=USED N THE CALCULATION OF ALLOWABLE LOADS FOR TYPE pUTS10C GUMC IE CNOAGCS x770 12 CA QALV.STCCL TOP ANCHOR:AND fASTCH(R2 FOR STEEL. CONCRLTC AND NASGNRY. DUTSWE CND OUTSID VCRTICAL TRACK ROLLCR DRAGNET ONE LOCK ON (2-1/2- K MEMO +TILE LOCK MR EACH SIDE or �+}�TOD FBAfuf.F 6UILDINGS KWOLC tNCACCS W DOOR. EACH BRACKET ATTACHED S1U0 wM.IS OF DOOR OPCMNC:MALL DE FRAMCO SOLID BY NOT LESS THAN(3)2KD PRESSURE TRCAICD STP NA,T O.C. IN';IDC HANDLE TNACK ON W/(4)p'14.%1S*SHCCT ) £ K[YEO L EACH'IDC Ir+SK+�-: >~DCLL MCCfTAL GRCWv. {GMDC F2 OR UTTER) WOOD STUDS pF A SraCsz CRWL NOr IL:z TwNJ 1200 PSI N04tNAL t1LTHCNC FN7CH OlLTS10 OLS( our wL.Kf.'4o-waK V OPt STRE'S1.IN OCKDING(I J.STUD WALO 10 BE CONTINUOUS FROM fOOTIN0 TO TIC BCAMS IAtr�IpCK ar•'�;(,Q•j{ �D�N IIAH L(1 IN(I Of DaDIL ),()r eta wgt,t��QN IK GA GV.V_]TUE 4 STP (GRADE J2 OR pCT1CR wODD JAMB:HALL pL ANCHORED TO GROUT REINFORCED IILOCK WALL ON 2.a VERTICAL JAW 1 END NINGC, CACI CONCRETE COLUMN,BLt�If WALL CELLS SFMLL OC FILLED WiM CONCRETE AND REIHFORCLD W11N MEID•'DNCING 2•'3/4•- � 2-1/9'•••1 _%,J, FASTENED 10 f.ND BAR,CNITENOWG INTO THE fouTINC AND INTO TIC BEAM9.ALL DAR::SHALL Ot CONTINUOUS,FROM THE 71[ 11 STILET ri/(4)Rt4:y/B' DCj,M;TO FOOTING PER BLOCK WALT.ON CWvatETL COLUMN. BLOCK WALL•.AND CONCRETE CaLUNN^. 10 OC �1- i.CALMi��a•SHCLZ M1C1'tl r SHIP LAP JOINTS - � a 4TMETAL) /44' ELFCW" p(•,NCNCp BY INC DullDafG LNGINECR t1H ARC1iRECY Of RECORD. ! I T�PllN6 5CRLW.'. 5 7-1/2' 7-LAE• ,ripjle4PlsrYy �•TALL.20 cA Guv, 7x& JAM TQ SUPPORTING $ �UCTURF ATTACHMENT - STCtI V-DAR T'A'O U-DAR: NOT TO XC US'EO FOR ATWHVCNI OF TRACK wAGK£TS ��O (4) t/4'.3/4'uLr • `,(�',�OZ PCR SECTION. 1/ U-OM ONCtMAXIMUM 7MNN6 XRC1r5 AmopUIM• f / AIIACHCO N1TM 1 l'SELF_r ON CCNIEN �if.F.-CBQ..NONGL+ •"°A °• fplQlG..NlL19i SCREWS AT CACH CND Awl (10WL N w DISTANCE =El. RS -y gLtu C. 1NTERML).S71LL LOCATION.' BUILDING TME FASICNER TOC !Q7CwI1_ ruroi- irw, IAM QJ�FiG(1ftA710N -v(i F,1357i'MOLLO O 1J+'A Y(1-1/4'EMBED)aW TAPCON CORCNL'TC ANCHOR(2-1/7-MN, CSE DISTANCE) to-t/2- I-D.D. c ESP) y�T� STOP MONAD%iC OT DOOR 6O_P'•1"fI,IA',: N rC"t�`Ci`t _1- Lw I FA—pos L ¢. -L 7 yv�._. �1 �.�r'vttN M 1.o:D._ t]CA,OALV. STEEL BOTTOM N boo 11'r•MIA.�CRET A -� �1'MI)F: '14k•JLfY1,}INgNtS�)1L�A'EA QQC.ANC�Q[�`T Nµ• LI?CL 0!r► i-� J• IN'.;TALLEH(TO SV11) wtACKFI (3-T/7'K y-1/27. woo FRAM LAr�I')t!►N c: 7+ 20 t.l MN, G4.v.STEEL END STILE 2-zpi'.2'. ATGCNCD WRN 12I �54r5/a' oce os T .�� - _ tiN('6�wi-IT u17t 'ANC �i_W A •20 W.MR. WLL.V, $TELL INNF.RM_STILE,2'42'. i1 SMELT METALS -•^-1 Ern t• • - FIRST ANCHOR//'�'CRCW STARTING FROM BOTTOM AT NO AtQA�TRAM;ftF.OF i7 1MUM ON CENTC•R DISTANCE 12 OA CALV,STEEL TRACK HICHEYT ANCr101N/SCRLMI INSTALI.W AT LIAIST AS 190![1 1HG,vb(w 0 - EJCFIT, DI'MCKCT FASTGNCD TO WOOD ' A JAMB WITH ONE S/ICKt-1/2• ALUMINUM CKTRU"ION VWYI WEAI HLRSTR P. F1CfRU5WN ;- f� �!• fi WOOD LAD SCREW PGR @i MV. AIIACHED WITH jXAt/2`SCLF TAPPING SCREWS AT 16' ., . '. .To r %pESEGN LOADS: •148.0 PSF & -54.0 PSE, f'1 16 GL.GN,V,STEEL INTCR.HINCC rA ENCO TO CENTER ON CCNTCN SPACING[(b7 SCNLWS ON 9'W OOONT. ', _ RID PX 6 7a�$•'• 2'CALV.:TCR TRACK FASTENED gix.0 W/(4)UGI 1 4414-;,ACCP MCIAL SCKVAL TOLERANCES - ��-' PAGE f1Ak.:12C TO TNACK ORACKCfS,rACH 7/16"ROUND PUSNRUT r. INSTALLED ON EACH RQkUCR rKAII. UAIen St.,,OtA•trne .CD�iw;t.01$ T NOTY¢4 S 0 I'O'W K T6'O"H ORAGKCT AtTALk1CD WITH ONE ®� � I- ) 1/4'05/0'DOLT Nk NUT LIR TWD 14 G.CAW.STEEL CAD MIN"FASN(NCD TO ENO STACS W/(4)EACH .0000 z.GQ7' ll�rC: (3110 �. 5/4•RNftS. /TIPS/O•SMCCT MCTAL$CNCWS O(+)1/4•Snr rMrwD SCOCRC, Dt00NeW �• I/2'__ RAW _ DI:SCNIPTION� SINGLE CAR WS PAN DOOR L JAY A ILDIN PRODUCTS,I J'DKAVN(iYr H CT : WITH IMPACT RESISTANT LITES 2'To RAL.STEEL ROt1fR Building Products 8585 DUKE BLVD.9w1. ;• DRAWING NUHRLR� V9'W. (1-3/5a'a7J1G'.4WITH MASON, OHIO 45040' '•., CHCCIfCIS VY STEEL OR NrLTON 1 ,�gK. B 1035�t7 MDGom an s5s) 7�0-aeoo •r:,,, _ 4 ..r,.S.�...�•�• MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES : S GD — 9 2 0 0 SEE EL W SEE BELOW SEE BELOW _ SEE BELOW r NOTE NOTE #5. ,NOTE #6.� rNOTE #5. #5. r ��, F - IMPACT SLIDING GLASS DOOR A a U f I Y r t Y 4 1 Go 0 t, / / /, / %, �� General Notes: z 1 0 /% U f l 0 Sj !� U 1 t 0 �� %i %f U 1 M -11 a 7 r �p a a-j 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE to e O o t w „ 1 t +, r ► REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING o t or t f l 0 �' �' �r 1 4) �� ! M o o q A 0 � rn c • HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. %� Al yJ c� THIS PRODUCT IS IMPACT RESISTANT: (SHUTTERS NOT REQUIRED) 3 w co 0 t r r I 1 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z r co Xr LP or RP-X r 2D/2T - XX or r 4D/3T - XXXX or 4D/2T RESISTS THE SUPERIMPOSED. LOADS IN ACCORDANCE WITH THE REQUIREMENTS o c z Q XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX--RP OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ago w az. q o 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR ZE SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND 0 AS TABULATED ON SHEETS 2, 5, & 8 of 14. Z o / _ 2D/2T - RP 4. ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING�S ARE TO BE f RIGHT POCKETSHOWN RP 2D/2T RIGHT POCKET SHOWN 4D/3T ) ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL. AND TO � A � (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. aCO z 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF U ANCHORS INTO WOOD ONLY. *_O_�SEE BELOW 4D/2T 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS � z NOTE #5. r 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS # 2, S. & 8). Z O >• 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6,. 7, 9,. 10, cr F + SEE BEL.W & i t OF 14. i NOTE # 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIEDC/D o '._j w 1 U Al / SILICONE. o /1i ,. / 0 1 4D/2T - LP/RP y I1 „��/// a . 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND W• W' L2 cn ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE -Cc) 0 0- �, 0, t ANCHORED IN COMPLIANCE WITH THE FBC 5th EDITION (2014) CHAPTER 24. (12 I_jV� •� �� ar 4D/3T - LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FD[ED •• •� • t Kr LEFT POCKET SHOWN PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. I 7 (RIGHT POCKET OPPOSITE) 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTX APPROVED •, „ • . . 3D/3T - XXX or PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE• LP-XXX or RP-XXX NOTES: ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION• ••• '• APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. �• •00 ~•••:• ' 1) REFER TO HEETS OF 14 •• •• •• • . . FOR GLAZING OP NS AND OP CHARTS. 4D 2T — LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10, 2) REFER TO SHEETS , 10 & 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. �• •� ° • • 3D 3T FOR TYPICAL CROSS—SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIAL N # c •: m •• ' / 3) REFER TO SHEETS 9 OF 14 • • TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. . .S - o FOR TYPICAL ANCHORS AND NOTES. • o N •• c .+ •• 4) PANEL STACK CONFIGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER a REVERSIBLE. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. ; •c 5) FOR POCKET WALLS SEE GENERAL 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. v $ n'N 3D 3T - LP NOTES #15 & 16. `i E 4 a / 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE r, 0 3 RIGHT POCKET SHOWN REVIEWED BY THE ENGINEER OF RECORD (EOR). `" ° _ 0 0 (LEFT POCKET OPPOSITE) �j N B E N 6 LAMINATED GLASS o U W z u r x x LARGE MISSILE IMPACT n N V Y fix/1' Y/ X� EN % �' %/; %/tel/ R'•i H ii� j � 1 DOORS GLAZED WITH LAMINATED GLASS RATED FOR �a $ O � a LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. • �a ago 2D/2T -- XO i:1320/2T�- OX 3OXO 4D/2T �- OXXO ;s �f Z y 2 DOOR 3 & 4 DOOR PRODUCTREVISED o v • UG NOTES NOTES0L 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR Bulldltsg�dc w O Q O 2 ��y ♦♦♦ F FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. '„J V �� "••' 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 A muaNa Zp�B a , ��iill �� FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. - A 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 BY FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. 1 cwd ado Ptad�ut , DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 MAX. � H DOORWIDTH � � ;� NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' c 2 .6 WIDTH HEIGHT CLUSTER OF FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. + INT.' 13 1/4" MAX. 100 0 q FT/IN ( ) (-) SPACING LIMITATION: TYP. AT STILEENDS � 'a A O m 5/0 Anchors not to exceed 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 HEAD/SILL 6" MAX. TYP. M ro (NO STEEL) 10 1/2" O.C. at Doors W a � 0 A .� w smaller than 60" in wi th. / HEAD/ SILL a 6/0 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 A ( 1 CORNERS m v c A Q N (NO STEEL) 8/0 E (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 I 000 7 a CJ (WITH STEEL) 8/0 56.7 65.0 56.7 b5.0 X X X X 7/16" LAM. GLASS i o DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) /% I // a m a NOMINAL DOOR SIZES ' ' I `r GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D �� N z WIDTH HEIGHT x U FT./IN. FT./IN. EXT. (+) INT. (-) EXT..(+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) w w. �/ �� g a Z �' (N05S EEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 J M - I ® ~ P 6/00) o rn a a z (NO STEEL} 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 O 8/0 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 I 4. O WITH � .•�. O { STEEL) 8 / 8 STEREOD.EL REINFORCING p I SERCHART EAT LEFT • • •I QJ � �• 8/0 8/0 65.0 65.0 65.0 65.0 X X X X I •• ' ••5 I • (WITH STEEL) I •. ..• A AP .0 0.0 H 0000 NOTES L-4 0* L 1) REFER TO SHEETS 3 & 4 OF 14 to •• `o v cv 44 3/4 MAX. a -`.i FOR TYPICAL CROSS-SECTION DETAILS. w •• • a 2) REFER TO SHEETS 3 OF 14 D.L. OPG. z �15 o 0 FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 0 ;u N 8•• +��" 50" MAX. PANEL WIDTH m 3 0 MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH � a 0 a N 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR -- TWO TRACK -' N o 3 XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION o N O a o 0 APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT 1 t N a v 0 W W LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ` (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z --BULB VINYL 17 -BULB VINYL 17 -BULB VINYL t7 BULB VINYL 17 k a /16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASSY : a .090 INTERLAYER .090 PVB INTERLAYER .090 SAFLEX HP .090 PVB SAFLEX �� ; ai 0 a DuPont SentryGloss by: 4 DuPont Butacite by: a Clear.or Color Glass Interlayer p_ Clear or Color Glass Interlayer E.I. DuPont"3/16HEAT STREN'D CLASSDeNemours Co., c. E.E. DuPont 16" HEAT STREN'D GLASS r by: 3Slbt'HEAT STREN'D GLASS t= by: 3S16"'HEAT STREN'0 GLASS o% Z z °° / z m / z m / %%��6 ...` '�U e SILICONE g N SILICONE g vi SILICONE g to SILICONE ♦% 0 •�,X., e SCHNEE-MOREHEAD 5731SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 �� D0 g DOW CORNING 899 g DOW CORNING 899 a0 DOW CORNING 899 op g DOW CORNING 899 �`'C .'�:- �Y- TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 � TREMCO SPECTRUM 2 Q otf) d ' ^�� d ,�N ssy � : ._ „1 Z_LC? 1: 1 40 .1 .1 40 �. .1 40 I. .1 40 LnU) 4"! ., PRODUCT REVISED 0 0 o as cornplybill whit the Florida a Buildl Cods /� M1 Acccpt�eace No J. w' 08. a 7 20 W P. llfllll►° d GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'I)' G I.AZ I N G DETAILS viisini Dade Product Control A ' TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS r-i �► 1" Min. SEE ELEV. FOR SPACING 'i 1B1• Edge Dist. X X o o I WOOD BUCK < ' _ < < too q a r 1 3/4" b e d 4 S M 00 C O (MIN. EMBED.) 9/ 1�' L� MHV. •a a. a " a :` 0 4 ` U) M y 04 z �= M1Ne TYP. 1 3/a' a . 4 ,. 3 Pitch Beyond t~n a t>~ w (MIN. EMBED. a. 4 Ketal Thklmess Q o 0 a .� O A e3 zW o V)1 IMAL STRUCTURE CTU RE ATTACHMENT DETAILS J z O o13q 1.NOTEL STEEL IN CONTACT WITH Do M a N O 15 z z 3/4" Min. ALUM, TO BE PAINTED OR PLATED. 18 d• to 1 Min. 2. METAL STRUCTURES: C7 A j O IN Edge Dist. KSi MIN. A \ 9 yP• SEEI ELEV. FOR RSP SPACING RS TYPICAL ANCHORS IN PAIRS (STEELE12 GAY. MIN.6THICK - 0,105') rz-i rn O Edge Dist. T ) SEE ELEV. FOR SPACING8) ALUMINUM : 6063—T5 MIN. ti Q O � __Q (ALUM. 0.078" MIN. THICK) a EETES FDR SPACING) ] 10 I I I 2BY Wood Buck Substrole or MIAMI—DADE COUNTY Wood Stru Lure w/ (SG) APPR'D MULLION �.," ` 1 Specific G WRY= .55 min. (Typ.) CO I �I III I II (MIN. EMBED.) SEE SEPARATE NOA ►� RePilch hic I F I II jI� .jIII 7/16 LAMINAC TED GLASS a 2s WH o aOj IjE I A o 3/4" Min.z NOTES. ) O �xW 9 •� o ` FOR GLAZING OPTIONS AND DP CHARTS. Edge Dist. •• ••a . II II II II 2) REFER TO SHEET 4 OF 14 '• "• N(� _ C7 pt'' W I I FOR HORIZONTAL CROSS—SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. •' "• '• a• ' w I I' I' I' 3) REFER TO SHEET 2 OF 14 •� •••• e 0 0 p � � MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ��11 • LLiw W u► FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. •• ••; til ••;• • • J IV 00 O w I TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING :. o � 0 0. W I I Ij I L a ANCHOR TYPE CHART IN CONC. or MASONRY min. S ; o •e : • I � Q ANCHOR OPTIONS HEALD—SHL. JAMB EmbedmentEdge Dist..Concrete 'e • I C_ n . ti,, "•; I I LLJ� V F I II II� II• II� o: � ELCO ULTRACON 1/4- 1/4' 1 3/4' 1' 2.85 Ksi S. ; •�* � ,y La J BUILDEX 1/4" - 1 3/4' 4' 3.2 Ksi Nu n CL N g Ib jl `I {I ir N N BUILDEX — 3/16" 1 3/4' 3" 3.2 Ksi N E h II I III Jr, t- ANCHOR TYPE CHART IN 2X WOOD BUCK min. 0 0 N n I I I .� w � _ N I ° E 1/16" or t/8" in ANCHOR OPTIONS HEAD—SILL JAMB EmbedmentEdge Diet 2z hood W I SILL RISER r w ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SG p o ADHERED TO SILL ri WITH SILICONE �V (n BUILDEX 1/4' 1/4' 1 1/4' 1' .55 SG y ? 0 -0 z z • 10 I I FULL LENGTH OF UNIT o u Y 9 I I I I N S.M.S. (Into 2X) X12 112 1 1/4' 1' 55 SG x S � ' -+ DRILLELEX SELF DRILLING SCREWo: o b INTO METAL STRUCTURES d # a5 21 STEEL : 12 GA. MIN. (Fy = 36" KSI MIN.) `vLyt;1 L s°de O 22 ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) o00 Vii ; ;, 19 J cY (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)14 A #10 Sm tL ��,Q` °• ;v� �T; >t 2 r�1 V=i INTO APPROVED MULLIONS NO SHIM SPACE J TYPICAL EDGE DIMNCE 0 A � ' (1/4") INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) �v '0 Q o ?n (1/4') INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDEX) ~ :•— a.' <20 14 °�' PROAUCTRGVlSEU (3/16") INTO CONCRETE AND MASONRY = 3" MIN. ([TW BUILDEX) �s� •��A 1 3�a' 2!' IN • as complylug wid)the Florida INTO WOOD STRUCTURE = 1" MIN. � i� • ' F � (MIN. IMBED.) 39 :-TMP: 1/4' TAPCDN or APPROVED EQUAL BY EOR BuiidIngCc4c �. INTO METAL STRUCTURE = 3/4' MIN. a W/ 1 3/4' MIN, EMBED, INTO 3.2 Ksl Conc. R 6AeceptuncoNo �^ . ac J/ ~ FROM CORNERS & SEE ELEVATION AT SHEET CJID E TS:Non—Shrink, Non—Metallic' 2DF 14 FOR MAx. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL YPICAL ANCHORS IN PNRS Grout. of Minimum 5 Ksi SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. A4i0 Product Contra. TYPICAL ANCHORS IN PAIRS Cq SEE ELEV. FOR SPACING W ou q a o +� TYPICAL ANCHORS IN PAIRS M 03 tib U Z SEE ELEV. FOR SPACING W o 1 Q o 1/4" MAX. 1/4" MAX. rni O ap lJ.,. M .� SHIM SHIM z } W Ute] o a ° 0 W Z 1 'o C I cQO a MEfr STRUCTURE ATTACHMENT DETAIL {� j NOTE: Zo °. 1. ALL STEEL IN CONTACT WITH o t) ° ALUM. TO BE PAINTED OR PLATED. a a a oo Mec l T x; ,;5 2. METAL STRUCTURES: (/1 154 • METAL loA) STEEL : Fy = 36 KSI MIN. STRUCTURE (STEEL 12 GA. MIN. THICK = 0.105") B} ALUMINUM : 6063-T5 MIN. F+ o s ol (ALUM. 0.078" MIN. THICK)oo Z tj O a O ~ W cs o 1 3/+' NOTES: 1) REFER TO SHEET 2 OF 14 •. •• C\2 o (MIM. EMBED.) FOR GLAZING OPTIONS AND DP CHARTS. .. . •;t 1 9• 2) REFER TO SHEET 3 OF 14 .. ;. TYPICAL, ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. •• ••• y •• • SEE ELEV. FOR SPACING 3} FORER TO TYPICALEET 3 OF 14ANCHORSAND NOTES. • • H•••• •• • PANEL WIDTH .• ..• •••• •• • 4) REFER TO SHEET 2 OF 14 /4" MAX. FOR MAX. ANCHOR SPACINGS. '• • SHIM TYPICAL ANCHORS IN PAIRS :• • • •; 1/4" SHIM a .. SEE ELEV. FOR SPACING MAX. \ is rl�, D.L. OPG. • 3•* 4 CL 0 CL36 + ! N E N •- a N O O 3 0) a ° - O O _ — — 17 • I ° E N N� 23 a v W W 16 5 24 2BY woo BUCK -�-'�J a �. Y v .• :22, WOOD S R TURF I I , I I 28 OR x _ _... _— — — — ° o G a m +e _ _ < -V 6 Li e4�,F;'s;st;t?xs� et 710 16 .• LO 1 1/4' 3 — '- — — SCREENS OPTL— — — y c'1 O Lo UJ �. (MIN. EMBED.) D.L. OPG. • NOT REOD. ON 25 1 3/4• x! ®6/0 x 6/8 SIZES PANEL WIDTH (MIN. EMBED.) SEE CHA.RT ON SHEET 2 OF 14 18Y P.T. PRODUCT REVISED EXTERIOR WOOD BUCK as complying wiUi the Florida 2D/2T — XO (Shown) Building Code ^ 08 nZ 0 •( •• �`�� 1 DOOR WIDTH I4�Q a P ♦ ¢ I Acct U° 2D/2T — OX (Reversed) ;h4&w!_W__ffdo ftoduct Contro q t 196 1/4" MAX. 13" MAX. TYP. DOOR WIDTH '-' CLUSTER OF � AT HEAD/SILL 4 ANCHORs 6" MAX. TYP. o �' `\ \ AT STILE ENDS i 6„ HEAD/SILL CORNERS to q WN" A2 �1 � M � Naa 6 ca w II 11 I o e II II I Cn L3 v OXXO II II I z W o II 7 /16^ OVERALL LAM. GLASS II I o z to D II E II I cooxa 01 a C 1 /� II j� �I j I ji ��m X j II j II �/ %/ ,i a Z c� >r _ u u I x Q Cl) 02 w � o N = � = o C2 I� II f z � Q � W � � 11 III U Z Q ►ti 'rte OXO o Q o � O � a 0) II I c z z APPROVED CONFIGURATIONS II Il I ® a (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) II I c a II II a o I 30 B3 II `t \\-STEEL REINFORCING ••o• O AS R£°D. • •. • O • • BULB VINYL 17 62 11 II I •, �• rn w � 3/16" HEAT S7REN'0 GLASS Q II x � .090 PVB INTERLAYER U U •• :+• A A , DUPONT BUTACITE by: • •• +• . (� .• w E.I. DuPont DeNemours & Co. Inc. m 3/16" HEAT STREN'D GLASS 44 3 4" MAX. ROTES: a w•• ••. •'•• • • z / to SILICONE " 1 REFER TO SHEETS 6 & 7 OF 14 '• •• � � 50 MAX. D.L. OPG. ) � SCHNEE-MOREHEAD 5731 X O•• • FOR TYPICAL CROSS-SECTION DETAILS. \ g DOW CORNING 899 PANEL WIDTH 50" MAX. a U� \00 O TREMCO SPECTRUM 2 2) REFER TO SHEETS 6 OF 14 cn N # •••• ,o PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. a� •S �, a m l 'I' 40 4 DOOR - TWO TRACK � � ` N W • �$ '� • LAMINATED GLASS "OXXO" TYPICAL ELEVATION $ 0. N TESTED UNIT LARGE MISSILE IMPACT ^ a o 3 y v u GLASS TYPE 'B' DOORS GLAZED WITH LAMINATED GLASS RATED FOR N ,' ° E DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. a °u w GLASS TYPES 'A' OR 'B' �z 0 z BULB VINYL 17 PANEL WIDTHSTANDARD SILL 2-1/4 RISER 3" RISER G y 3/16" HEAT STREN'D GLASS NOMINAL DOOR HEIGHT a 1-r. >.090 INTERLAYER FT./IN. Fr•/IN• EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-)DuPont-SentryGloss by: E.I. ,�a m a w DuPont DeNemours & Co., Inc. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 PRODUCTREVISED Nate rst`gts�.` z m 3/16' HEAT sTREN'0 GLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 as eomplyingwith the Flotfda .0 pr:_2 Peke SILICONE BuildlogCode r 08.4 2 ,,,�0�•••,•...a.a" '�� I to 3/6 40.7 60.0 56.7 60.0 60.0 60.0 SCHNEE-MOREHEAD 5731 / Aece No .• ' '.7 oe 00 DOW CORNING 899 4 0 6/8 40.7 60.0 56.7 60.0 60.0 60.0 Da 2�$ ®'qtr +n u'C, 0 L � ils \ TREMCO SPECTRUM 2 / DY LO •4 N' `n 40 4/6 40.7 60.0 56.7 60.0 60.0 60.0 i~ va O: v7 f= T �Iiam1 ado Product Coatry �, - �; {It •Z 4/11 40.7 60.0 56.7 60.0 60.0 60.0 0:t� o .O 2/6 40.7 60.0 56.7 60.0 60.0 60.0 PANEL MAX. D.L.O.: o Go 3/0 X 6/8 = 32-3/4" X 74-3/4" 3/0 8/O - 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 6/8 = 44_3/4" X 74-3/4" GLASS TYPE 'A' 3/6 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 -55 3/4 X 74-3/4" w GLAZING DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 1 60.0 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44--3/4" X 90-3/4" A TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS METAL r 1" Min. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING STRUCTURE r-i 4 18Y Edge. Dist. X o o 4 e '. WOOD BUCK a g. (0 O 1 3/4' / a e '4 e: f Q S Moi v] 'Xi (MIN, BED.) 9/ 1 F)' ' 2' MFH. ., a " d. ;e < . a cn K' v) R4 s MTNa TYP. .. 1 3/4" a a 4 e• \ N Q 0 �p a. t (MIN. EMBED.) Z> uetl°�tiiivct`n°s° OOi a N A A V o .e � M • Z J Z y 1 I(ET i. STRUCTURE ATTA �HMENT DETAILS � 1—I X 1. ANLL STEEL IN CONTACT WITH Dow = .� ALUM. TO BE PAINTED OR PLATED. 00 a W O z 3/4 Min. 1� ra1-4 15 a 2. METAL STRUCTURES: A2 18 �N 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist. A) STEEL : Fy - 36 KSI MIN. » z O Edge Dist. Typ.) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK y 0.105 ) x O SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. O 4 (ALUM. 0.078" MIN. THICK) A a CO I 28Y Wood Buck Substrate or MIAMI-DADE COUNTY U 1D I. I. I. I. I Wood Stru Lure w/ (SG) { I 17 �.. I.. 1 1/4' APPR'D MULLION �, p I II II II (MIN. EMBED.) Specific G vity= .55 min. (Typ,) SEE SEPARATE NOA Z � z 1 In I II I !I X PRODUCT REVISED Q as complying with d1Florida •ip. Building Code •,. �y •. •• IL 7/16'-LAMINATED GLASS _ = Acceptence No O�•O • w v • z I. I. I. 29 t 1^ I atc (i F • - 0 3/4" Min. .... I�� '.�. #. .. o { II I II NOTES: 1) REFER TO SHEET 5 OF 14 Edge Dist. Dada Product Control • Z II II II• II• FOR GLAZING OPTIONS AND DP CHARTS. ::•• •: A � { I 2) REFER TO SHEET 7 OF 14 _ (3 a w WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. •• • = a w FOR HORIZONTAL CROSS-SECTION DETAILS. . . .. K• • C7 p � � I I I I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND • w ,�' 3) REFER TO SHEET 5 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. ' " '• ' :• T W FOR MAX. ANCHOR SPACINGS. • ••.. o ,; TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING a Q W I (min.)— a- < ., 0. I II I' I� a ANCHOR TYPE CHART IN CONC. or MASONRY min. « o N •• • .. I I I U ANCHOR OPTIONS HEAD-SILL JAIfB EmbedmentEdge DIzL Concrete N n •• �\ .•"�, III I ,'I W a ELCO ULTRACON 1/4' 1/4" 1 3/4' 1" 2.85 Ksi q I { I I I (n O » I J BUILDER 1/4 - 1 3/4' 4' 3.2 KsiOf I II II II J rij u7 BUILDER 3/I6' 1 3/4" 3' 3.2 Ksi N u E o h _ % ANCHOR TYPE CHART IN 2X WOOD BUCK min. s y , o 0 I I to PO N I E 17 1/16" or 1/8' c Vy ANCHOR OPTIONS HEAD-SILL JAI E EmbedmentEdge Disk 2z Wood I I I I SILL RISER �`'' y L V I III I I I ADHERED WITHLd w ELCO ULTRACON 1/4- 1/4- 1 1/4' 1' .55 SG Qp o 5 CLEAR SILICONE N cn o z z I BUILDER 1/4" 1/4" ] 1/4" 1° .55 SG r Z a o '� 10 FULL LENGTH OF UNIT SILL S.M.S. (Into 2X) 112 #12 1 1/4` 1' .55 SG x N c $ y ! I 114 OB 11"I FX Sfl F DRILLING SCREWS o I INTO METAL STRUCTURES f� M Alail 21 I + STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 'IgrslE fl;�g 22 30 I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o 19 ♦�. •••.....•,. ,I/,yd,. B3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ♦ C) •.• 14 _ J AZ#10 SM ; �` •r P �■ 6 xa 2 r o .cn INTO APPROVED MULLIONS (NO SHIM SPACE) Ura 4`` J p TYPICAL �. Q~ r � aEDGE DISTANCE 7V)w c ° V (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) O� N .....'. ...'. to 4E " " ti � (1/4 ) INTO CONCRETE AND MASONRY = 4 MIN. (ITW BUILDER) 1 ° 20 - 14 • AT EACH ENDCH (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDER) X �Q•.• �♦��, 1 31 4" a 4 2a. MIS 1/4' TAPCDN or APPROVED EQUAL BY EOR TYPICAL ANCHORS INTO WOOD STRUCTURE = 1" MIN. �[.1�y ��j�y�•••■•...••• (MIN. EMBED.) ° 39 .¢ TYP. W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. 8 6' 2 PER CUP INTO METAL STRUCTURE = 3/4" MIN. FROM CORNERS 6 SEE ELEVATION AT SHEET SEALMS: a ,,IJJJJ 111>>,� 5 OF 14 FOR MAX. SPACING. Non-Shrink, Non--Metollic TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout of Minimum 5 Ksi SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS t H i SEE ELEV. FOR SPACING rx EMBED. to coPANEL WIDTH a 1/4" SHIM 1/4" SHIM w q z MAX. n MAX. :-14 Y D.L. OPG. 1s i I D.L. OPG. 0 .4 m O 03 to z v 9 3 t ~ a, ix 3 � M L 3 — 17 r o 0323 — _ — _—= 23 ��` z o rn 24 16 16 B 24 •° 0 = 4 p 6IL wX (L C7 v o I 2e =_ _ A 21 E) 17 . . •. U] x 1.1 9 25 25 8 10 o 30 • I7 (MIN. EMBED.) SCREENS OPTIONAL — — — -- ~ D.L. OPG . . EXTERIOR D.L. OPG ! r eEl C U4) PANEL WIDTH WOOD BUCK •at 4D/2T -- OXXO • • o x.... . � • � oo DOOR WIDTH . .... •.4u 62 2• • • ob . .•*_.__ NOTES: i) REFER TO SHEET 5 OF 14 � A �• • ... FOR GLAZING OPTIONS AND DP CHARTS. ••�• Q •• • . • 2) REFER SHEET FORVERTICALROSS SECTION DETAILS. •.." •..• •L s • 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. be 1/4" SHIM o G m .. . . a 4 REFER TO SHEET 5 OF 14 1BY ro •� L& • •• PANEL WIDTH w . � -t MAX. FOR MAX. ANCHOR SPACINGS. / WOOD BUCK • N •3 0 � i'••• • 1/4" SHIM p NC C4 • o � MAX. :• •' z v � a 24 D.L.O. s s I i D.L. OPG. 7 ; n � $ $ $ g zs i i s :: '! a N £ o N o 3 O ro o C 0 O N 23 4 75 C V W 24 PRO UCT REVISED z o ° x x 16 6 a s as cot iplyingwith the Florida a s v x ` Build ng Cods 08O c ° u j ij� II A o �g I I jQbA28 =— — ` G 1 8 da 0 d u - - — r d a m x a '• Miami Osie Product Coniro t� E IES 17 25 8 1/4 (MIN. EMBED.) — — — — — ti'.. o ._• nl G 0: SCREEN PTIONAL ;n I d N C2 TYPICAL ANCHORS IN PAIRS O E D D.L. OPG. - I �`'� 8 z e ,n SEE ELEV. FOR SPACING O EXTERIOR O " ''' ;1a O: O PANEL WIDTH 1 3/4' " S• ° v. — OXO (MIN. EMBED.) oy �,�.� ca- 3D/2T oo DOOR WIDTH A F=� _-; 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON-POCKET MAX. WIDTH 191 1/4" ^ Ii F CLUSTER OF rY, �f 13 1/4" MAX. TYP. 4 ANCHORS ti o / . �'0 � O 6" MAX. TYP. POCKET WALL w a i A3 AT HEAD/SILL AT STILE ENDS / SEE NOTE #3. � � A t r `HEAD/SILL CORNERS {TrP) i M.00 a --� -- in G O a r~ rn ~ POCKET WALL II I� II I - ----_j 0 O i A A A m 1 SEE NOTE X13. II 1 I rX-RP or LP-x (rYP.) II II II III m II II II IIS = � 5 ; zr - U] II II II Ii 1 0oCA X LLJ z o A 't l k F r !- ' fl II II 11 I ¢ ao CL LJ o �/ // E �/ ' 1Cq Al a a" ori _ w �/ II �/ h �/ II �/ III 1 Z cti 0 i = a u7 C2 ,� II i/ II �/ E2 �/ III i A tri rn Fri °i 0 in w �a 2 II II II F� I i � � � a .� 1 0 rn a �0 z L XX or XX-RP or LP-XX or RP-XX-LP o Q II II II n o II II 11 Il ! ' '� 4 F �, J II I Il F2 I � as %" %% >; i Q II II I� ; o � N o a _° / l� o s II II II III a r 0 z . 0. /� _ 7/16 OVERALL LAM. GLASS STEEL REINFORCING _ ! O O ° II II AS REOD. II o II I 1 0 *� g Il II 3D B4 II III r ca : :•0 o POCKET WALL SEE NOTE #3. II H II ► Q 6,10:96 • W • • f (n'P-) X 63 Il X p X 11 I i • . 0) A. r -I _ XXX or RP-XXX or LP--XXX u U I + . .' 0. • 43 1 2" MAX. NO FER TO SHEETS 9 10 & 11 OF 14 FN] 0 d• • I v %' ��, % ��; x r 48 3/4" MAX. / 49 1/8" MAX. ) FOR TYPICAL CROSS SECTION DETAILS. a w/ � ° % PANEL WIDTH D.L. OPG. PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 o "o :. .« f' ,{, c� 4- o_"T FOR TYPICAL ANCHORS AND NOTES. N �� ..• ; ti w +- 1 3) FOR POCKET WAILS SEE GENERAL NOTES •o•; c • � • u a- a• a9 a- L 1 4 DOOR - THREE _TRACK h o z • •� IJ pot #15 & 16 AT SHEET 1 OF 14. I u as r PANEL MAX. D.L.O.: "XXXX" PICAL ELEVATION CIA o 3/0 X 6/8 = 31-1/2" X 74-1/4" d I 1 TESTED UNIT _ N Ir 4/0 X 6/8 = 43-1/2" X 74-1/4" 8 XXXX or RP--XXXX or LP-XXXX or RP-XXXX-LP DOORS GLAZED WITH LAMINATED GLASS RATED FOR n b c APPROVED CONFIGURATIONS 3/0 X 8/0 = 31-1/2;� X 90-1/4�� LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 4/0 X 8/0 = 43-1/2 X 90-1/4 WITH & WITHOUT POCKETS ; E DP CAPACITY -- PSF (2 1/4" SILL) DP CAPACITY - PSF (3" SILL) LAMINATED GLASS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) ` u w LARGE MISSILE IMPACT a NOMINAL DOOR SIZES ' ' ' ' ' ' ' ' o o z z BULB VINYL i7 BULB VINYL 17 GLASS TYPE A GLASS TYPE B GLASS TYPE A GLASS TYPE B �N � � r WIDTH HEIGHT PRODUCTREVISED :c 3/16- HEAT STREN'D GLASS FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (4-) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) wills the FloridaE q / 3/16" HEAT STR£N'D GLASScomplying .° o a ro .090 PVB Interloyer .090 PV8 INTERLAYER 8/0 (20R) Building Code A/f Soflex CP-Saflex & Soflex HP Dupont Butacite or (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 A encoNo•i� 8.�y ; ad a by: SOLUTIA, Inc. or Q • irat a1e w DuPont Butocite by: E.I. W ( ) DuPont-SentryGlass by: DuPont DeNemours & Co. Inc. I- E.1 Dupont DuPont DeNemours & Co., Inc. 8/0 (2DR) m 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (*)68.0 (*)68.0 rlimW Dade Product Coniro 3/16" HEAT STREWD GLASS ? 3/18" HEAT STREN D GLASS (W/ 2 STEEL) b SILICONE SILICONE 12/0 (3DR) 8/0 56,7 68.0 56.7 68,0 - - 68.0 68.0 •�t. � a �� t:' qy g DOW CORNING 898 0D g DOW CORNING 899 (W/ 1 STEEL) �Ce N ��_ v1 y r 40 40 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 I' I I' I' (W/ 2 STEEL) (*) (*) c7 0 16/0 (40R) � ° W 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 'y ( / 16/0 (4DR) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 121. GLASS TYPE A_ GLASS TYPE B (W/ 2 STEEL) A GLAZING DETAILS (*) 2dr/3dr DOORS MEET +76.7 do -78.0 DP w/ "Dupont 0.090" SGP Laminate METAL 1" Min. 1/4' TAPCDN or APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE Edge Dist. 2 61 FROM CORNER3/41 MIN. S& SEED. O 3.2 Ksl Conc.ELEVAT[DN AT )Ad FOR SPACING SEE ELEV. FOR SPACINGCn SHEET 8 DF 14 FOR MAX. SPACING. X Q O ` + W M 441 39 ip C4 z d a a to � M00 V] N Q+ 1 3 4' e °4• d d a t 3/4' °' a d d; M W O ( / )i" a a v °d: q v d MIN. EM8E0. v '° v . d v d� Neta Thklen ss V~I Q t�0 MIN. EMBED. �,.; d ( ) °'. , — O O 1/4" MAX. ---- -- - - - - - ooi o u7 4 A a i'.frY'.E i^•�' - = GAP —' --- �� 3 ILL. M •� y :r.. ...• • o 0 'Rol1 BY P.T. 00 2 _ C5 A N 11 WOOD BUCK coMETAL MUCTURE ATTACHMENT DETAFIR '? TYPICAL ANCHORS IN PAIRS NOTE: z I SEE ELEV. FOR SPACING b 18 118 1. ALL STEEL IN CONTACT WITH Z O O + (D G+ I + + ALUM. TO BE PAINTED OR PLATED. } `'' U 03 15 28Y Wood Buck Substrote 2. METAL STRUCTURES: CLEAR SILICONE Wood Structure w/ (SG) TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 KSI MIN. BEDDING COMPOUNDtzi Specific Grovity= .55 min. SEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK - 0.105') y t/] 10 I 33 (Typ.) B) ALUMINUM 6063-T5 MIN. ! U a (ALUM. 0.078" MIN. THICK) U I 17 I I I I I 4MIAM1 11 4" AP RI'D IIM LOON OA Z U I (MIN. tMI3ED.) SEE SEPARATE N ® �. j I I I I I �, H 3 Patch iclims TT Ik' 7/16'-LAMINATED GLASS _ - ^- _ - ! Metal TlYcavxss rl �1 o ( I I I I 2g N ••W x WLd II i IIS •• H .hC8vi qq 03 V4 tc. I I I I I NOTES: 1) REFER TO SHEET 8 OF 14zo \ • • m 94 I I I I FOR GLAZING OPTIONS AND DP CHARTS. r •• •• • • O I I 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. ' "• A ee :::**C0 L'3 • ~ a•+ FOR HORIZONTAL CROSS—SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND at• 's' 9 3) REFER TO.SHEET 8 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. " " � " • ' _ FOR MAX. ANCHOR SPACINGS. W TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING :• •�• `o % \ •• ANCHOR TYPE CHART IN CONC. or MASONRY min. c •• • • o b " I I I I I I I ANCHOR OPTIONS HEAD-SILL JAMB Embedment Edge Dist.Conerete r � � • $ I I I —_a = w U ELCO ULTRACON 1/4" 1/4' 1 3/4' 1" 2.85 Kai ; Ito PRODUCTREVISBD - to BUILDEX 1/4" 1 3/4" 4" 3.2 Kai g a N y a I as cornplyiug villa lite Florida a E o I I I I I I I w J O� Bulidtag Code _ BUILDEX - 3/16" 1 3/4' 3' 3.2 Ksi t� o ; I I : In _jAcw%ance No O S.Oz ANCHOR TYPE CHART IN 2X WOOD BUCK min. o N " _ 0 0 LO Z _ s E I 1/8" S{LL RISER ANCHOR OPTIONS HEAD SELL JAMB Embedmen Edge Dist.2z Rood c °u w I I ADHERED WITH ELCO ULTRACON 1/4" 1/4" 1 1/4" 1" .55 SG 7 I I I I I I 5 lVl# �i'raducl Control ° 0 CLEAR SILICONE o x z FULL LENGTH W BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SG o o a - o I I I I I OF UNIT SILL In I I I I S.M.S. (Inco 2X) f12 y12 1 1/4' 1' 55 SG xt C c , II I I I1,14" DRILLFLEX SELF DRILLING S o: - oof I 119 I I I INTO METAL STRUCTURES d ; m I O I t2 I I O I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) `�iilEllitrar'o� I 135 3041 I I I ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) ,�� •�• A. 1 1 111111 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 5.•'� =e :;,•;o, 1 21 18 ! I I #10 SMS • ~ PERIMETE I I I I INTO APPROVED MULLIONS (NO SHIM SPACE) rn ;",� O 4. r Ij LL ..'4:' N CAULKING ;'f ., d 1 TYPICAL EDGE DISTANCE o v � 4t FW- q (1/4 ) INTO CONCRETE AND MASONRY 1" MIN. (ELCO ULTRACON) :L O. ., ►n o v. a`*.'• ''.;;.a • :;:4" ' .� ::'." w'';'' ' �'_..••`_a: 4 v •� (1/4") INTO CONCRETE AND MASONRY = 4""MIN. (I1W BUILDEX) o :: �1 ` q (3/16') INTO CONCRETE AND MASONRY = 3 MIN. (ITW BUILDEX) A' ,`�''� ' "' 1 3 4' ,, vs a�.. d. <� ` INTO WOOD STRUCTURE = 1" MIN. '•"'•i' 11. ° ^ ° e 1/4' TAPCDN or APPROVED EQUAL BY EOR PIER CUP CAL INTO INTO METAL STRUCTURE = 3/4" MIN. (MIN. MBEO:) q y a 39 v_J. , v W/ 1 3/4' MIN, EMBED. INTO 3.2 Ksl Conc, 1- 6' J a q FROM CORNERS 6 SEE ELEVATION AT SHEET SEALANTS: 8 OF 14 FOR MAX. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADSf 4" GAP r- cn / d ° MAX. _ I 0 q z o CLEAR SILICONE ADHESIVEto 33DDING COMPOIfND00 e. ") (/! ix41 v w 6 13 7/16'-H.S.. LAMINATED GLASSe I N o b o 0 t rn p o 4 A cao e - CLEAR SILICONE ADHESIVE 3 �..v co s BEDDING COMPOUND WU • - 33 q12 X 2' F,H./PHI.-S.M.S. W/ 25 27 z >w o to D. INTO 2X 13 P.T. WOOD BUCK SEE SHEET q9 2 STEEL BARS READ. ON 1 03 b. 7 FOR FASTENER NOTES AND SIZES AS LISTED IN OP t w X Ur p 13 28S co SHOWNON SHEET BE OF 14 fx � FORFASTENERSPACING 8 FORU ° a 16 I — D Z ��' o cQ a d \ 16 I 2x T. ., A o 17 U x :b 12 y5 od VA HI 17 28 Q• s 38 8 :e; e. --t.'o.• •�- •' �..�..� 11._x- . �).•��:;, •�'• 25 • • •• • � •• • ,,��;•. — _ - — STEEL BAR REOD. ON • , . e �••.?; SCREEN DOOR PANEL SCREEN DOOR PANELSIZES AS LISTED IN DP • '� 0 (OPTIONAL) (OPTIONAL) DO ` �':+'`• '`':�= -'�i• CHART W/ PRESSURES •• •• +�•• j{:s_2:1.3' rl<' SHOWN ON SHEET 8 OF 14 •• : N R �, �' • EXTERIOR _. : :, ,•. j�4• EXTERIOR GRADE 1/a' • •• • • 0• ' DDDR WIDTH <142 1/2') PERIMETER CAULKING • • (MIN. EMBED.) (MIN. EMBED.) • •• •• • • 3D/3T - XXX NOTES: 1) REFER TO SHEET 8 OF 14 Z , .� • FOR GLAZING OPTIONS AND DP CHARTS. •• •• ~ •• • ' ' • 2) REFER TO SHEET 9 OF 14 •• ••• FOR VERTICAL CROSS-SECTION DETAILS. o U • •• • 3) REFER TO SHEET 9 OF 14 WOOD BUCKS NOT BY LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. •' o c : •a '• • MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 ° 7/16'-H.S.. LAMINATED GLASSa FOR MAX. ANCHOR SPACINGS. ^ ` a a a ~ 2s 1/4" GAP o CLEAR SILICONE ADHESIVE MAX. ° a N $ E 3 BEDDING COMPOUND e N u s 33 : a b N a 3 7 13 37 ¢ b ' d N I ° E r - #12 X 2' FJ1/PHI.-S.M S. W/ z 35 o x x 1 1/4' MIN. EMBED. INTO 2X » o P.T. WOOD BUCK (SEE SHEET #9FOR NOTES AND i I ELEVA IONNER AT SHEET # 8 FOR a y ° p= 6 FOR FASTENER SPACING ) a e d M ; (6 28 r 2X T. a. PROI)ucT EVISED ° D �_ — — d ; complying H Ith the Florida Q ., o Code eaOE3 02 it 17 283 Za25 28 ° 8 I.A °Z ( 16 .+,,,e.'`y� •}r, d.•M181ri) adoft0ductContf0r �•0: CL d 3 SCREEN DOOR PANEL C2 (OPTIONAL) DO EXTERIOR ti's: ;=`'�,_. .;: L•, • '�lh'a-t�l%.T:.+.�� }. 5 `je "-'S 11'3..R�f�iy T � ��•7_/ •••.• EXTERIOR GRADE PERIMETER CAULKING 1 1/4' pa, tillP. (MIN. EMBEO.) DOOR WIDTH (96 ) (MIN. EMBED.) A 2D/2T - XX DOOR BUCK WIDTH (189 3/4') 1 I/4• (MIN. EMBED.) v Vj a P4 a ,;•;�,.;•.• � ,o q � to #12 X 1 3/4' F.H./PHI. SHS -.d'.` p M I r t03 1 1�4" MAX. W/ 1 1/4' MIN. EMBED. INTO "� i 2X P.T. WOOD BUCK a,' o► ,� O Z w FOR POCKET WALLS to a SHIM DETAILS SEE PATaSHEE N IST12ALLATIOF ] 4) a a- o nc .. a SEE GENERAL NOTES O X115 & 16 AT rnpu) q A 1/4' TAPCON or APPROVED EQUAL BY EOR 39 Cu SHEET 1 OF 14. 3 _j M • , W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. NOTE: A .. 6' FROM CORNERS & SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS READ. AS Z > o y .e SHEET 8 OF 14 FOR MAX. SPACING, BEDDING COMPOUNDZ LISTED IN DP CHART W/ A PRESSURES SHOWN ON 31 l• in w = 33 16 (EDGE DIST.) co q (� to p e p SHEET 8 OF 14 co 0. O C s 37 13 7 9 26 t 6 6 i U ., f _,A __________________CCEAR-MICONE-ADR rA--===_--___--_______ _____________----- —____ — __—___ --____--- ----- z (p�2 e BEDDING COMPOUNDN7 Q a a 1 1s ------ co 9 e D 17 25 8 38 4 H ~ z 18 39 r -I 17 25 30 E '•q o•a•• O cy7-7 -� • . A . --------- v40 0 . . C'2 . . . .... U} r�rrno• 1ts . 17 -- - _____ ___ • Bob 0 v SCREENS OPTIONAL • • ;�::mac. • jJ POCKET DEPTH � �Q o �" *00 \ � . EXTERIOR .. •�'. =• :.* EXTERIOR GRADE 00 a 3 c . •• PERIMETER CAULKING /�• TEST BOOR WIDTH (190 5/8') o y n • o (MIN. EMBED.) 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 ; K FOR GLAZING OPTIONS AND DP CHARTS. _ N s TYPICAL ANCHORS IN PAIRS a 8 • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2) REFER TO SHEET 9 OF 14 a - E 4 SEE ELEV. FOR SPACING 1/4" MAX. FOR VERTICAL CROSS--SECTION DETAILS. N 3 1/4" MAX. SHIM 3) REFER TO SHEET 9 OF 14 N r; : E o FOR TYPICAL ANCHORS AND NOTES. C' E SHIM --"-- "��-------------------- 4) REFER TO SHEET 8 OF 14 a 3 4 FOR MAX. ANCHOR SPACINGS. z „ ° x z It lo x� Goy 9 26 16 — 7 .� d Metal Thickness 3 Pilch Beyond ol METAL STRUCTURE ATTACHMENT DETAIL ��5.•'' */<, � a NOTE: 28 O t LL ,'�:`oo :.. 1. ALL STEEL IN CONTACT WITH v, mac ' c i O p:j lo ALUM. TO BE PAINTED OR PLATED. _ _ 90 ;Q METAL 2. METAL STRUCTURES: Liu y �'Zkn STRUCTURE lo A) STEEL : Fy = 36 KSI MIN. F; 'd ' (STEEL 12 GA. MIN. THICK - 0.105") •�j Z ��r-- T B) ALUMINUM : 6063—T5 MIN. PRODUCT REVISED '4 . ALUM. 0.078" MIN. THICK 30 _ ____ — ---- --___— as complying with the Florida �� :�Gj`�� per„ ( ) ------- --- ------=-BuildlogCodc $. 02. �,y� ....•• --------------------- ----_ ----- SCREEN _ r p02. 0 s 3/4• _Ic__ irtltt (MIN: �uBEO.) ------____—__..---- --SCREEN DOOR PANEL — E2 — (OPTIONAL) K410 Dalk Product Control SGD-9200 BILL OF MATERIALS - 2 & "3 TRACK FRAME 1 3/4" MIN. ITEM # PART # QTY. DESCRIPTION REMARKS NOTE EMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1. FOR ANCHOR TYPES SEE c NOTES AT SHEETS 3, 6, & 9. a coo q 1.2 L--9211 1 2 TRACK FRAME HEAD (Muhl-Slide) 6063-T6 ALUMINUM 2. FOR POCKET WALLS SEE GENERAL _ `D NOTES 15 & 16 AT SHEET 1 OF 14. M 06 (0 vI INTERIOR # �' M w O t� o 2 L-9206 I 2 TRACK FRAME SILL 6063-T5 ALUMINUM � � TYPICAL ANCHORS e (A a 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM " INTERIOR c O '3 a AT 8 O.C. , o C1 .. 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM o SEE ELEV. a 35 O1 � o A Q x a FOR SPACING ` . t` o 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM g is D ' z r P h 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 17 26 '' 16 ° 17 CIOq • � 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM (n 31 00 M ILCQ �n o 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 16 Ld O I 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM t o z N Z x 0 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM w o A a 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM d � 1 s U] 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 31 17 t � '"" 0 26 STEEL BAR REOd. ON 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SIZES LISTED w/ OP 60ps 17 z �D L) 2 EXTERIORa.4is e ZTYPICAL ACgD ABOVE 14 PWS-016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #QB6757DK 35 a•- AT 8" O.C. � a► 15 PWS-009 AS REQ'D, PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) F2 o SEE ELEV. N r=, FOR SPACING C/D o 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 1/4" MAX. ^ Fi H1% .� B9 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. SHIM 1 3/4" MIN. •� a•. � •• • 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EMBED •••• H C�2 . 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL EXTERIOR •••••• 01 d') 4 rr• 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. POCKET DOOR HOOK ••...• q A.21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS . .v� • "• . .� 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X V SMS F.W./PHIL. .. ... 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM Flexible vin (FPVC)Composition-Team Piast(cs Inc. •0. 4 c-) . . `I. FPVC Black:Compound No.7200-75 • Q -+ 2 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. •N N •• PHYSICAL ASTM N0. • N 3 0 • •• 25 AR-020 INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) DtrometerHardness"A•,10 sec 75 D 2240 o a it Specific Gravity 1.45 D-792 N N LL o .. 26 AR-021 ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' C36 KSI) TetaileSheng�h,PSI 1640 Db3B °a a v Ultimate Elongation% 340.0 D-638 'S o k. 27 AR-024 INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) Mcdulus@ 100%Eltngstion,PSI 765.0 D-638 N 8 n `�' o a 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES & KEEPER Im Brittleness 31-o D-746 N 0 o •2. FPVC White:Compound No.7267-75 ° _ O O 29 x 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASTMNO. ty i' E 30 L-9022 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM D Specific mviiy Hardness"A',l0 sec 75 D-2240-79 v v Specific Gravity 1.45 D-792 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM Tensile Srrengtlt,PSI 1640 D-638z . ° x x Ultimate Elongation,% 325.0 D-638 +u ? Y v 32 SM-5731 NEUTRAL CURE SILIC❑NE Schnee-Morehead 5731 Modulu5@100%Elongation,PSI 765.0 D-638 x, Iat ct Briuleness, -30.0 D-746 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 d 2 3 m as 34 x x NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC �0,.•` ,•o• •..,`r'• A,, ! 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS ti �:<�� to 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS F°,o. •: 3 © `�••OG'd %Ln ►t 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. PRODUCTREVISED 'Fl * O'Ze ns com lying%vitt lite Florida ~' y' 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. Building Code e-) c �yO•� ` �•� a Acce tattco No . 41 - SCREEN PANEL o D at70 0 ��hr�••.,,•• •.• 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee-Morehead 5504 43 x PERIMETER CAULKING ❑SI POLYSEAMSEAL Miatnl adc Product Control w oil H A 44 1 1PRODUCT LABEL at 3.625 1.000 38 R 37 rn 50 Q 1.000 .062 a q w _ �-1.594-J .376 �n < � O a o FRAME HEAD 3.500 0 O 3.650 1.218 3ov A A � M �, zWo � rnxy 1.000 a c z o 1.500 I to W x �I ao a V O TWO TRACK HEAD 1.594 0 '687� V' I o AT SHEETS 8, & 9. Z o MULTI-SLIDE FRAME HEAD FRAME JAMB p, cQ -{}-' 12 -1.687- PANEL TOP CORNER a .090 II FRAME TOP CORNER 094 U �4 38 z �D p 2.250 1.132 Z .062 1.750 062 1.590 a >i TWO TRACK FRAME ••o a .559 � L W ..� � E• .. . C/I � .150 � '. � O 4.154L � • o z �I 1.619 •• •��+ o • • FRAME SILL •• %•• V • INTERIOR INTERLOCK . . 'a .. • ; .890 h•- .. y ..� A I • .390 1.619 .. � .. � 062 .150 ••• • 1.241 L. 2.000 2.798 o .. . 2.039 1.590 062 1.132 c N g N 1.0621 ; .. PANEL BOTTOM CORNER ` 890 .094 v 0 CL E 1.1970 1.687 0 �' �_ V ; o 0 PANEL TOP RAIL PANEL BOTTOM RAIL cv ° E EXTERIOR INTERLOCK 37 a °u w w 180 2.686 .844 2.280 11<0 0 o z z .094� �� FRAME BOTTOM CORNER o S o .838 1.044-� 062 1.617 1.710 ,�vasserrrr� .616 1.842 GLASS STOP 0 ' �1t; cn � � %��• LOCK STILE ' i.655 0 a;aj cv O (�; _3 a N 531 580 ASTRAGAL STILE PRODUCT REVISED `';!' LO 'r:Z q as complying with the Florida 0 Building Code 0a.02. 524 .875 3.000 Acceptanco No o .070JF � ' �i��'•.".....• ,, �� Q L11.250J .125 By 23 1.14224Iviiw-nTbade Product Contror-----, w mW d A FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER 5.244— r`• 070 W ~ � o c A 1.000 , ® 37 1.500 CO V) 0 o 1.594 .086 0) oto A 3LA 10) li `� FRAME HEAD z d o d� v r� a0o a U o .090 a 02 A E- a .062 2.250 y Ute] 500 FRAME TOP CORNER Z a -F � 5.748 -f ® " � z o a FRAME SILL 12 ••k• 500 O . �j 1.000 THREE TRACK FRAME I •• �' • i • . i.250 •� � ••� I � • .062 .. .� 1 .. C INTERLOCK REINFORCING 1000 • .376 .. . .500 y�W 3 0 •. i 1.218 C C-4 o 5.094 0 1.500211N 8 CL 2-126 a o N O F ASTRAGAL REINFORCING v C z ou o z z % Y 375 { p a 688 k 13 M c FRAME JAMB 1,250 d a m 1 11 5o°6ee��earrriq��, ♦� .500 27 37 �' 1.;...:;' �j��s� INTERLOCK REINFORCING s��© b� ✓LL' �% o q �;"F7 N O P.J� r' FRAME BOTTOM CORNER s 5 U')27 w 2.094 c) Q"O S Un PRObUCT REVISED � ••• � v:\ • 078 as complying wm tho Florida 0• oC 100 BuildlugCode /��•,,O7z47 06. o �� i'y( •••'' ,, QI .953 .670 AxepmnccONo •L 3 1$ 2i d Pocket "P" Hook "C." CLIP Miami adeProduct Contro A IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS 114TE: 145 1/2' Max Unit Width Sidelite same anchor spacing Swing I'PEIi f DRW'G PART / REQD. DESCRIPTION REMARKS Panel Width as s111 Panel Width Al 1 L-901 1_II-098 1 FRAME HEAD . 6063-T6 ALUMINUM C 33 13/16' rax, ) A C 35 3/16' rax. 1 2 L-902 LII-097 l FRAME SILL 6063-T6 ALUMINUM 3 L-903 1_II-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' S' 858' T 4 L-904 LII-096 2 SIDELITE JAMS ADAPTER 6063-T5 ALUMINUM tjj 5 L-906 1_II-092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM hing \ SEE ALTERNATE BOLT—,/ 25' 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPTO f 6 AT SHEET/ \ Max. DLO Widtli 7 L-905 Lit-094 1 x panel LOCK STILE 6063-T6 ALUMINUM .. J / 8 L-909 LII-095 2 x panel TOP & BOTTOM RAIL ADAPTER 6063-75 ALUMINUM rJ J 9 L-911 LII-085 AS REQ'D. 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM -P H l / , , D E D /j C2 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM, BEAD 3/8' 6063-T5 ALUMINUM _ /// // / /%/\ //% It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM ! + - x fL 12 VWS-001 TP 3286 AS REQ'D, Bulb Vinyl Wts'p.-Team Plastics, Inc, See Material Composition heti' za Active Inactive ao y u 13 PWS-001 ■ AS READ. WTS'P. B TOP/BOTT. RAILS Schlegel FS - .187'w. X .21 ' �/`�- = A a . v p M 14 PWS-002 ■ AS READ. WTS'P, B FRAME HEAD & JAMB Schlegel PB - d871w. X .330'h. o J °' 19 20 21 # 6 1/2' m_j a 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-75 ALUMINUM z t x dead-bolt f 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 3 3 2:� Sidelite 17 FD-631 LII-086 AS READ. GLAZING ADAPTER 6063-T6 ALUMINUM w r. .. L) /' 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (8 TOP & BOTTOM OF LOCK STILE) �� //%/ Mr 7/1 '/ �// 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 6907 COMBO i` n X ' \ k se 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO v �� DOUBgLLE / Sidelite 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 CgMBq ` BROTL❑M I B 2 3 S NATE BOLT r13 22 x FS-035 AS REQ'D, Frame Install. Screw - Head (See Notes at sheet 4 of 6) 0 IOk AT SHEET23 r FS-035 AS REQ'D. Frame Install. Screw- Jamb/SRI (See Notes at sheet 4 of 6) ---- - ---- ------- o1 -------- ---- 24 X FS-026 8 FRAME ASSEMBLY SCREW #12 X 3/4' PH.-PHI. lwttom •• •• 25 x FS-012 AS REWD. JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. °7 5 8' • • •• 5• 26 FD-634 LlI-171 AS REGI), 1/4 ROUND ALUM. BEAD - 11/16' 6063-TS ALUMINUM 6' 6' 6' 6' 6' 6' 6' � 13 1/8' 27 ■ FS-043 8 GLAZING ADAPT, ATTACH. SCREW #8 X 1 1/4' FR-PHI. ICHOR NOTES: 513/4 n°x. o.t. 1/ 3/4 12 3/4' 4 /2 4 L/2' 14 1/8' •••• •••• 3/4• 28 a FS-049 2/Panel Double RaR Assembly Screw 3/8'x2 1/4' Hex Screw & Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR <at sldellte) (m . o.c. n ac <nax o.c. o • • • ANCHOR O.C. MAX. SPACING AND LOCATIONS. ac��`ve panel) Inac�lve panel) •••• E.' ••;•• 29 AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION •••••• Same•asehor spa • 30 a w AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. ��t� 0�� EXTERIOR ELEVATION •• ••' at is gm! leadac, 31 ■ a AS REQ'D. NEUTRAL CURE SILICONE Tremco S-500 3. SAME ANCHOR SPACING ® FRAME HEAD & SILL. • ; • 32 ItE x AS REQ'D, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus NOTES • • • • ••'•• 1 UALIFIES SINGLE & MULTIPLE PANELS SEE ELEVATIONS). NOTES " 33 ■ x AS REQ'D. Laminated Glass see P 5 Dupont - PVB )' Q ( ) 34 ■ x AS REQ'D. Laminated Glass see Pg. 5 Saftex - PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA B 6V1IN¢ CODE.;.§th EDITiOff.•• 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 21%PF ; 35 ■ HC-002 2/Panel PANEL ASSY ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-75 ALUM.) 4). EXT & INT FALSE COLONIAL MUNI'IN APPLIED W/SILICONE. THE FBC 2014 CODE. 36 a HC-004 2/Panet Panel Ass'y Full Lenght Rod 3/8'Dlar20D Rod, Plate, Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1 X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. a). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 7). MAX. DAYLITE OPENING HEIGHT = (13 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW #10 X V PH/PHIL. - (17' OC Max.) 8). SEE ELEVATION AT SHEET 106 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PP050BG14, 6/Jamb 1/2' Din, Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP087BGII 2/Panel 7/8' Dla. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO .HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 w HC-010 1/BOLT FLUSH BOLT Sill Plug - Nylon 6--6 SUNCOPLASTICS Inc. Rockwell M-79 as complying with the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 1_I1-086 AS REQ'D. 1/2 ROUND FALSE ALUM, MUNTIN 6063-T5 ALUMINUM Building Code O IMITATIONS: 43 ■ ■ AS REQ'D. INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM AcceptoncoAl 1). MAX. DP = ±86 PSF W/ (4) Surface Bolts & Gloss Types A, B. C & D. �Tetc (SEE LOCATION DETAILS ® SHEET 3 OF 6) 44 L-915 FD-623 AS REQ'D, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REG'D. FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM By 2). MAX. DP - ±76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) THOMAS J. 50 uct Conlro1 3). MAX. DP = ±76 _PSF W/ Flat Sill & must be used where water infiltration is PROFESS INFER not required or opening is protected by overhang ratio greater than one. 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/21x 1/8' Alum, 6063-T5 241 4). MAX, DP = ±86 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Panel 2-Point Lock Boit Gutde ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063-T5 �. i� Revision Notes: 49 w w AS REQ'D, Joint Sealant- White Colored 'Purvis Co.' Super Seal �.• IPJ&4°�, �5�i� Revised to comply w FBC2004 -11/01/05 LA WS ON 8501 NW 90th St. 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE & TRINSET ASHLAND #W52DIA-A :• „ '� Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 O 5`25 Insulated Glass 01/22/10 IND STRIES. INC. (305) 696-8660 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND #W5110-STACTS * ;* � 52 Fp-640 HC- L SET LOCK PASSIVE HANDLE & TRINSET ASHLAND #W5201A-P o Ashland Mult--Point Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS CC d Revised to comply w/ 2010 FBC Draw C(aee: Port Cta•e: Prod Ca(epory: s.,i../Iroal.r re.",: sA.et 53 FD-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 "'D �Ltr Revised to cam 1 w 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 1 OF 6 54 FD-641 HC- 2 x panel Mutti-Point Lock Bolt Gulde NYLON 6-6 Rockwell M scute 79 ATS r Revbeday: pas. CMaked: n a >� •. P�' ''• Nelson Erazo o1/1s/1t► La Porte Impact French Out—Swing Door 55 M FS- 4/Guide Bolt Guide Attachment Fastener 46 x 1/2' P.H./PHIL. �i Q R 1�.•' 1`t0� - Dab prawn [E57 FD-642 HC- I x Lock Lock Top Mount Adapter NYLON ADAPTER IHSS �`" � Nelson Erazo 01/20/12 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER � soak: RtfnvneNumlwr DraurbV Nu"on FD-2003 RrA&(on l wt DATE_ G f 73 5/16' Max Unit Width 74 1/2.' Max Unit Width 30 5/8' Max 38 5/8' Max 110 7/B• Max Unit Width Unit Width Unit Width SEE ALTERMATE B T .---SEE ALTERNATE T SEE ALTERNATE BOLT SEE ALTERNATE T Swing OPTIONS AT SHEET SwIng OPTIONS AT SHE Sldetite OPTIONS AT SHEET 0PTf0uNS AT SHE Panel Width 3 of 6 Panel Width 3 of 6 Panel Width A 3 of 6 3 of 6 C 35 3/16" r�o re. < 3 3/16' max. A C 33 13/16' max. V1 W y 1 A I s I z A I z Hax.,?DLO Idt II_ ! Max.2DL veldt II I N II I N II- C II D 117FI II C2 Q1 FII I 1, II F C I , F D I I °rte F I I (M a C I C2 o, +' s r r/.: I r/. ; C r/.: I +� L s r/.: I s c0 CD II II xQ =� II II II 13 xa =� I II xA �� II co o Iri81Ct1Ve CO G 0 Q G o II II I II II �' II °� I II , 14- = d „. Active a :r +. o� Ac�;ve Active 3\Active II JI d Ga �, ,. (L xed A1%E Q1 X / / / AI BOH °'x I °� x 2 E IN II_ II 2 E II I F II l3 I II ® I 1 B ! ® IIS (I1 -- - -- - W11- - -- -- - - -- - 1 r 11 11 in 5£E ALTERNATE BOLT �� gp SEE ALTERNATE BOLT SEE ALTERNATE BOLT OPTIONS AT SHEET OPTIONS AATSHEET LT OPTIONS AT SHEET OPTIONS AT SHEET .... Sof 6 3of6 3ofb 3of6 � � "0X0" ELEVATION "XX" ELEVATION "OX" ELEVATION "X" ELEVATION .�'Q" E'L•E'VATIO : ...... .... ..... 145 '/2" Max Unit Width APPROVED CONFIGURATIONS SEE ALTERNATE BOLT • • OPTIONS AT SHEET ••• "• ideal Width Lite 3 of 6 SINIn Width "LaPorte" IMPACT FRENCH OUTSIRNG DOOR - DESMN*LOAD CHARY'•• • Pa < 33 nel Wi max. ) E��L 35 3/16' max. NOTES • A 1 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PANEL wD7fWGHT NUMBER DP PANEL '•:'V ( P.V):'. '•• VIEWED FROM THE EXTERIOR SIDE. A te' STS or GLASS TYPO Amu' S1Z6ttW G LASS ^ 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (INS) ANCHORS 'A" k "B" (INS) �'><! •"g" TYPE "Cr TYPE "D" • in AND ARE AVAILABLE AS OPTIONAL. 11IDTH • I�OHT • /JAMB +/-(PSF) M1111'H • f/ P I+) +/v(PSF)+/-(P3F)..: s 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 +_86.0 11 3/16 :±76,6. _+76.0 _+76.0 iu lI- II Max. DL I Width 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. '. lb 1/4' S +86,0 17 3/16' 116.0• + d: .+76.0• 22 1/4'_ 77' 5 +86.0 23 3/16' +76.0 +76.0 +76.0 C I D II B II \ D II , i C2 28 1/4' a(5) 5 +86.0 29 3/16' +76.0 +76.0 +76.0 is it• i s % 30 1/4' 5 ±86.0 31 3/16' t76.0 176,0 176,0 L s s o0 34 1/4' 5 +_86.0 35 3/16' +_76.0 ±76.0 +76.0 x A __� II II 2 II - 13 PRODUCTRSVISGD 10 1/4' 6 +86.0 11 3/16' +76.0 +7b.0 ±76.0 C% 0 0, x I II I II In a ctive II as complying with Lhe Florida 16 1/4' 6 +86.0 17 3/16' +76.0 +7610 +76.0 � II I z Building Code O 2&�.o 22 1/4' 93' 6 +86.0 23 3/16' ±76.0 ±76.0 +76.0 ro+. o_ Active • f AsceptnlLce loo - - xC6) _ •• i/!/ /!/ • u %/ 13UBLE E o ato 28 1/4 6 +86.0 29 3/16• +76.0 +76.0 +76.0 tr)Q' / AIL DM 30 f/4' 6 +86.0 31 3/16' +76.0 ±76,0 +76.0 34 1/4' 6 +86.0 35 3/16' +76.0 +76.0 +76.0 £ II_ I x 1vlitlri>S 9deptOduCtC.lmirol . OPERABLE PANEL MUST-MEETAPPIICABL£ REQUIREMENTS PER BUILDING CODE. • THOMAS J. 30T03 * 0 PARENTHESIS INDICATES / OF ANCHORS AT FRAME JAMB. 2 I g II PROFS11 F WEER �� •` �� Revision Notes: SSO1 NW 90th St. MEDLEY, FLORIDA 33166rRevised to comply w/ FBC2004 -11/01/05 A WS ON SEE ALTERNATE BOLT522 .• Revised to comply w/ FBC2007 added do OPTIONS AT SHEET d Insulated Glass 01/22/10 INDUS IES INC. (305) 696-8660 3 of 6 a * E Ashland Mult-Point Lock 01/27/11 MANUFACTURER of QUALITY ALUMINUM WINDOWS AND GLASS DOORS "OXXO" ELEVATION = a Revised to comply w/ 2010 FBC Drew cam,.; rarf � cae y.ry: s.rt../Aroa.L rt rn sn..e • F Revised to com 1 w 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 2 OF b ANCHOR NOTES: 110 a 'Revikod By: Dat.eA.o>k.a: n rr rr 1. SEE ELEVATION AT SHEET 1 OF 6 FOR �i�� ,� .��<o Nelson Erazo 011e/16 La. Porte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. S �a�ti3 Drawn Dy: Dat.Drawn 2. SEE SHEET 4 OF 6 FOR INSTALLATION �,� �f�;�}��%`�.�' Nelson Erazo 01/20/12 FASTENERS TYPES. t L 4�5 Bath y n.t.s. Rwn••xurmbm DnzwoO xurmm FD-2003 Rw1.Lon It"L G DATE___ I .� 5/16' TAPCON W/ 5/16' TAPCON W/ 1 1/2' MIN EMBED. 5/16'" (SEE NOTES BELOW FOR SPACING) •v 1 1/2' MIN EMBED. 2 x (P.T.) WOOD BUCK INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION.AT (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR SPACING 1/4' MAX, SHIM TYP. 34 3 LOCK STILE - 3 4 3 �r JAMB MULLION 19 20 21 15 16 MULLION JAMB }, • :: 3846 6 17 12 38 6 Active 7 7 Inactive 6 12 6 17 & 38 ..•;, .. 12 23 ••, - Q Sldelite 27 39 36 17 Sldelite :�� 'Y•�. 1 1/4' MINEDGEDI • .••r•'.•• TYP 1 1/4 s 11• �: Minimum ' •� •R"~`;.�•' •'�• DLO Width 14 17 18 9 -- �•- Edge Distance Pnnel Width � 10 9 10 27 12 14 14 •- 1 1 1 1 1/4 MIN EMBED. ( (; ) O EXTERIOR SIDE O G,2 MAX SHIM TYP $t0 011 f UN DTH MIN EMBED (TYP.) 18 46 ANCHOR NOTES: INTERIOR SWE 11MRIOR SIDE 1. SEE ELEVATION AT SHEET I OF 6 FOR Active Inactive Active Inactive 16 # 19 ANCHOR O.C. MAX. SPACING AND LOCATIONS. # 18 2. SEE SHEET 4 O6 FOR INSTALLATION ssisg� j FASTENERS TYP S. I E j \i/ . . .... .... . —— 18 18 I / E3 \ • MUMOR SIDE ••• •••• •••• ExrERIOR SIDE � Active Inactive 5 : >7 E3 L_.J E4 L ® J 1t Ga 3 OPTIONAL BOLT 0 TOP_BAIL .... ....... EXTERIOR SIDE • IttERlOR BIDE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK 24 - FLUSH . •• •••• do FLUSH BOLT 5 • Active Inactive •• •• •••• • two 07 • 00. • • Ioc E3 13 4 .... . MINAT D GL SS 32 33 34 , iud iV,� %� / j/ � Bea •• 2 •••�fIR' S1�l, 17 1 T 18# # 18 ( ) OPTIONAL SILL 5 Y �' '.,j }• c- •1 IN EMBED. INTO '' '' ••. 3500 PSI CONC. (TYP.) 28 INTERIOR SIDE 1B s/t6' ELCO EXTERIOR SIDE t6 AltOPTIONAL BOLT 0 BOTTOM RAIL 1 t/4• TW/ 1 1/2' MIM EMBED. ( SEE DETAIL £3 FOR MOUNTING LOCATION ) (MIN. EDGE DIST.) 23 5 38 TWO—POINT MULTI—POINT FLUSH BOLT &• f•1 FLAT SILL NOTE: 2 MAX. OP = t76 PSF MAX. DP = ±86 PSF TWO-POINT LOCK LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS 1). MAX. DP ±86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND Surface Bolts & Glass Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 THOU" J. SOTOS 2)• MAX. DP a ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2• OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Sill PROFESSI �D�BR Lock (active)+(2) Surface Baits ® Inactive R WHERE 7H£ DOOR IS LOCATED. SILL ,�_ Helght ;AT I/. Revision Notee: TN$ -°•�' �' Revised to eom 1 w/ FBC2004 -11 Ol 05 ®L8501 NW 90th St. MEDLEY, FLORIDA 33166 5225 • . Revised to comply w/ FBC2007 do added 305 696-8660 1 . MIN EMBED. INTO Insulated Glees 01/22/10 ND STRIE S, C. { }3500 PSI CONC. (TYP.) Ashland IKult-Point Lock 01/27/11YdNUFdCTURBR OF QUdLITY,4LUYlNUY IIIND0IIS dND CI1SS DOORS /16' ELCO TAPCDN W/ PRODUCTREVISED 9 t--, Revised to.comply w/ 2010 FBCD,Q,e eb,� Fad ,,, prod c•bpofyr SMe■/Yodtlsn..� 1 t/4• 1 1/2' MIN EMBED, as complying Hidi the Florida • +•i Revised to eom 1 w 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 3 OF 6 (MIN. EDGE DIST.) (SEE SHEET 1 OF 6 BulldhtgCode 7-- l= 0� •"i-d< Rtdted Dy: ffffffFOR LOCATION AND SPACING)AM a u O' �i� Nelson Erazo 01/19/15La Porte Impact French Out--Swing Door atc E � �>>� Dbw.sy Dab Df,W■n: B2 OPTIONAL — DOUBLE BOTTOM SFS .• ""`=+. Nelson Erazo 01/20/12 RAIL DETAIL , Rptt stale: NVerenw NUfnttr: Dfou,try Number? Rwb(•n�L. tv4alnl Ode Product Control DATE_____ n.t.s. FD-2003 G A 5/16' TAPCON W/ 5/16' TAPCON W/ 1 1/2' MIN EMBED. 1 112' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION AT SHEET 1 OF 6 FDR SPACING I x (P,T.) WOOD BUCK CSEE NOTE 3, SHEET 1) :•� (SEE NOTE 3, SHEET 1) 3 3 INTERIOR SIDE .i 3 `' ,` :.• INTERIOR SIDE 3 �R 19 20 21 JAMB Yry 3 19 20 21 LOCK STILE ='.: LOCK STILE : r� AMB LOCK STILE �" %r"' ' �s JAMB K; 19 20 21 `,.� ': 46 29 30 3t 6 23 ,~ .`�:`•:-+; . .��+';� ?� .`� 39 6 17 29 311 3 7 , : 7 ' •• 12 '39 Active 36 7 �.r. +•- Inactive Active Active t 1j+�`•�;" `• 1 1/4• •• 1 1/4-IL I uW EDOE dSr. ' EDGE DIST.)'• ;• _•: (EDGE DIST.) =•: TYP.' 37 9 10 «�" TYP. 18 9 10 37 36 27 12 ; 12 11 27 17 12 t 1 1/2• z- F O F (MIN. BED.) L J G2 2 MAX SHIM O O (MIN. EMBED.) XX l� --1 EXTERIOR SID>; UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP') EXTERIOR SIDE 50 51 INTERIOR SID© (v:•Xlx EDGE DIST. TYP. 5/16' TAPCON W/ 5/16' TAPCON W1 LOCK STILE 3 56 57 1 1/2' MIN EMBED. 1 EDGE MIN, 1 1/2' MIN EMBED. 4 (SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING -.••• 19 20 21 TYP MULLION INTERIOR SIDE Active 7 s•. ,. . z.o , . •.-., - LOCK STILE 2x P.T. WD. 1112' MIN. "' :.• ''Y ' " •;' ~. 1 x (P.T.) WOOD BUCK 29 30 31 7 46 3g FM TSIcIeLite BUCK (SEE v"" .- ,•. ._.,•. (SEE NOTE 3, SHEET 1>MIN. EMBEDNOTE 3, AT EMBED. •:•�. . 12 TYP .;TYPSHEET 1) f rActive • • It • •• •• ' G33 114' MAX, 1 1/4' MAX. SHIM TYP. I �OR SIDE •• •: HEAD 44 SHIM TYP. HEAD 22 44 9 10 INSTILLATION MIEN] '•'• OTES:� • 13 22 13 12 14 "1X BUCK= MINIMUMOINf�ED F'i�ENER L�ENC,�N•• • O 8 12 A i 8 EXTERIOR SIDE • "• • • SldeUte HEAD:. 5/16 X 3 1•j�2»Long TAPEON( /11! JAMB: 5/16 X 3 j4 • Long.TAPGON ')rJ Attnchrlent Screw MULLIONS: 5/16" X.2 t,(4" Lobs--rAtON(�'�c5 Screws 2 each side of Janbs, _TAPCON BY "I?1 M_ITh')'RACOIIt", :'•• ; 27 t8 12 total per sldellte ) • • INTERIOR SIDE 50 51 "2X BUCK" MINIMUM FAS1f REQUIRED RNER LENGTH 29 30 31 INTERIOR SIDE 52 53 HEAD: 5/16" X 3" Lop .9 TAPCON(*) z PRODUCT REVTSED • r ~ LAM ATE GLASS as com 1 In with tho lotida JAMB: 5/16 X 2 1/4 Long TAPCON(*) p Y g LOCK STILE + 9 10 MULLIONS: 5/16 X 2 1/4 Long TAPCON(*) L3 L3 9 10 32 33 34 z 2 r- 13ut1 gCodc D Q .O cJ6 eJ7 (!} TAPCON BY "ELCO__U_L_TRACON" _ = N w LO EXTERIOR SIDE ncse anco at0.e W 43 Z z Ll 43 0 7 7 Inactive AT SILL: 5/16" TA_RCON w/ 1 1J2" MIN. EMBED. Active W z 42 � ¢o_ = 42 C INTO 3500 PSI CONC. MIN. a d --Miami adoProduct Control NOTE: ALL FASTENERS W/ i 1/2" MIN. EMBEDMENT. n. a INTERIOR SIDE a 17 17' Max.°c' 1 1/4" MIN EDGE DISTANCE & 1/4" MAX. SHIM SP&E /7vf7mANCHOR YIELD STRENGTH Fy-155ksi 17 ANCHOR ULTIMATE STRENGTH Fu=177ksi EXTERIOR SIDE EXTERIOR SIDE E 2 12 It ALL TAPCON LENGTHS "L" SPECUM ARE iU1I1MS 5 18 5 THOMAS J. sOTOs 2 2 PROFESSTO>� ENGINEER ( SBE ELEVATION AT SHEET 1 of A FOR ANCHOR MAX. SPACING AND LOCATIONS ) 13 12 13 12 k Rev% ision t Notes: LA WS ON `L -____ Ng oRevised to comply w/ PBC2004 -11 01 05 8501 NW 90th St. 8, L 2, . r,, Revised to comply w/ FBC2007 do added MEDLEY, FLORIDA 33166 a Slll SIR O 55225 Insulated Glass 01/22/10 IND S S, INC. (305) 696-8660 SILL + Height SILL •'`,kelght ." * Ashland Mult-Point Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS �:•., ,-•.. .,, '- Revised to comply w/ 2010 FBC D,mo Cgw ir roe c1a..: ar.a cabpoy: s.�t•./uoa•c Ia►n sr+..tr :. '• --�. ,. . "+" + :•,;` . ' • NOA APPROVAL IMPACT FRENCH DOOR f(/ Revised to comply w 2014 FBC 4 OF 6 •• ~ •'(' '� 1 �' MIN EMBED .• •• ' i 1 �'•MIN EMBED. INTO FE 0� ,��.; Rw4rd Dyr Dal•cA•ok.d » sr �:- ;.,..; . ; .. . .;: :•. .r:-;., ."•, .; �. : Nelson Eraza o1 18/15 La Porte Impact . French Out-Swing Door •, TYP " - '-fes 3500 PSI CONC. 5/16' ELCO TAPCON W/ YP.) �C`"' , 0 R�Q''tiz�t% Drawn Dr. Dam Dn.w. �1I 1 1/4- • 1 1/2' MIN EMBED. 4/ ' �iA Nelson Erazo 01/20/12 1 1 (MIN. EDGE DIST.) (SEE SHEET 1 OF 6 FOR SPACING) S Soak: Refn"%" Nwn6.r. DrawbW Number. RL• .u(.(on LIM (MIN. EDGE asr.) DATE____"' n.t.e, FD-2003 G DOUBLE GROVE ExTEAIOR ..•......'• Slt1£LITE ATTACHMENT s,De GLAZING TYPE & DESCRIPTIONS AD 12 1/4 SCREWS 432 -- INTERIOR SIDE HWE- 1110 x 1' PH/PHIL ASSEMBLY SCR£VS 429 ACED NG 17 Glazing Adapter .466" 0 A Laminated Glass b Duvent - Glass T e "A" �5/a"Glazing Depth DESCRIPTION DETAIL 32 111E x 3/4' PNJPFIIL. ITEM WEATHERSTRIP FACE UP 29 30 31 Caulking Silicone 1 3/16' Annealed 61_6 — / 2 .090' DuPont SGP Interlayer /1 = ... ............... 3 3/16' Annealed 0466' �.a 3 15/16 I' - -•- Laminated Glass '� v .340" 0 A Laminated Glass b Du ont - Glass Type "B' stLL by Dupont or Solutia MM DESCREMON I DETAIL 33 ADAPTER - -B- or -C- IT INTERIOR SIDE DOOR JAM Types -A , 1 1/8' Annealed FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZ[NGEE TABLE TDIN YPE s DESCRIPTION DIN 2 .090' DuPont PVB Interinyer / 1/4 Round 3 1/8' Annealed 0.340' CALKING �� 32 33 34 Bead 9 10 (BACK SIDE) ACCESS HOLE OWN Q EXTERIOR SIDE .340 0 A Laminated Glass b Solutia - Glass e C ° GLAZING DETAIL #1 IT1i1Ni DESCRIPTION DETAIL 34 SILL SEALANT DETAIL 1 1/8' Heat-Strengthened Glass NOTE- HEADER TO BE SEALED SIMILAR TO SILL LEFT DOtit HINGE STILE ° 2 .090' Saflex PVB Interlayer /e = LIFT OFF INTERNAL 3 1/8' Heat-Strengthened Glass 0.340• AND REMOVE f (j THREADED ROD 3/a• Dla INTERIOR SIDE Glazing SilGLAZING TYPE &. DESCRIPTIONS I0 • • HINGE ATTACHMENT Glazing Adapter cone • SCREWS 431 29 30 31 .340" 0 A Laminated Glass b Solutia - Glass ��e D DEPTH LUG � 1110 x 3/4' PFL/PHIL . .5/16- Laminated Glass s/s 33 34 Gla g Depth ITBId DESCPMTION DETAIL HINGE ATTACHMENT (SEE TABLE W/ CORRESPONDING 7 ! 1/8' Heat-Strengthened Glass Ere GLAZING TYPE & DESCRIPTION) DETAILS ACCESS MOLE /" - _ —_—_ 2 090' Saflex PVB intertayer � 1 LOWER 3 1/8' Hent-Strengthened Glass PRE-PUNCHED LEFT WWD HINGE LEAF TO DOOR STILE 1 HOLE / " - — — — 4 1/4' INSULATED AIR SPACE f •'• 1/4 Insulated 34 • 00.40• o Ail Space w/ 5 1/8' TEMPERED GLASS • ' '••• "• ;' 1/8" 'Temp. Glass •• • • •• •o STILE BOTTOM .340 0 A Laminated Glass b - GINt e B •. HINGE ATTACHMENT HEX NUT INSULATED SPACER 'Truseal'- Glazing Bead AND WASHER Dura Seal Swiggle Spacer 26 iTEY DESCRIPTION • •••• DSTAIL SCREWS 031Space • • I 410 x 3/4' PK/PHIL. PANEL ASSEMBLX DETAIL �, Black - 1/4' Air S ace 1 1/8' Heat-Strengthened Glass ••• 3/4• •• Ptj4o. 812-25H-357 Z .090' DuPont SGP Interlayer I•• / ' EXTERIOR 3 1/8' Heat-Strengthened Glass' ' • ACCESS HOLE COVER �0 4 1/4' INSULATED AIR SPACE ' TON, * v GLAZING DETAIL 2 s 1/8' TEMPERED GLASS 34 a3,o• . BOTTOM LEFT .,AHS HINGE NYLI?I END PLUG . • • ....•. (Na L-4(112) •• . •••. • S/16•(Q.p. J25 I J • • • +0.V —1f- •• • #14 SHS 13R SELF DRILLING SCREWS $14 SMS OR SELF DRILLING SCREWS Vrj&�EJS STEEL PDN -77 INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) }� "IMIN EDGE DIST. II 16163-T5 M N.) 1� MIN EDGE DIST, �I (fy= 36 KSI MIN,) / I "I ALUMINUM TUBE MULLION STEEL TUBE OR COLUMN a 4 REFER TO APPROVED (STEEL IN CONTACT W/ ALUM, 3 Pitch 8 and MIAMI-RADE NOA 3 Pttch = TO BE PLATED OR PAINTED) Metol Tlddwess Neto1 THcNneYs s 1 -�— M } + PRODUCT REVISED 1/4' MAX. SHIM TYP. 1/4' MAX SHIM TYP• NINGE NYLON BEARING as complyhl with °l'loTida C Ha t-4013) AND a Building Cade thes He on°iG *= ,� o . O1 1/4' MIN. 5/16' ELCD TAPCI3N W/ 62 toN81 1/4' HIM EDGE DIST. 1 1/2' MIN EMBED.EDGE DIST. 5/16' TAPCON W/ Typ THOMAS J. SOTOS HINGE ASSEMBLY DETAIL TYP--{ 11/2' MIN EMBED. INTO CONC. <SEE NOTES FOR SPACING) PROFESSI ENGIIVS$R #FD-62¢-2 Product Con ro <SEE NOTES FOR SPACING) %L , �d <rnNC. TO BE 3 KSI MIN.) 2 x (P.T.) 2' .a• .a ♦ �' Revision Notes: LA 7® T •w^::a •,•, WOOD BUCK `♦ j ss� WS 1 �®// 1 f/2' a. f 1112- CSEE GEN. NOTE #3> �� 8501 NW 90th St. (LAIN., ED.) a . .;•. (MIN. AteEo ,♦ • � SF •,��s�•� Revised to comply w FBC2004 -11 Ol OS �•. W •M1 a Revised to comply w/ FBC2007 dt added MEDLEY, FLORIDA 33166 .+♦ 0 225 } _.I Insulated Glass 01/22/10 IN S IES N C. 305 696-8660 Ashland Yult-Point Lock 01/27/11 AUNUFdCT17RSR OF QUALITY ALUYfXUY L1tNDOlYS AND CLASS DOORS MAX. SHIM TYP. 1/4' MAX. SHIM TYP. ; ;1x a Revised to comply w/ 2010 FBC Drop Claws : Part Ckw: lini Cabpofy: Sntee/ArotbL• itrrn s/wt •• NOA APPROVAL IMPACT FRENCH DOOR 5 OF 6 Est 1.10•fl• OF J 111 Revised to comply w/ 2014 FBC •e Date CAfOTred: ff 7f 7f i,9�•• a R C�'� Rwb.a Rw Nelson Erazo 01/16/15 La Porte Impact French Out—Swing Door NOTES ��j '• J I ��•"� ,0i~y Drown AV: Dab Drowf: OPTIONAL INSTALLATION DETAILS MAY APPLY Nelson Eraza 01/20/12 ON TO DDDR FRAME JAMB AND/OR FRAME HEAD FRAME INSTALLATION OPTIONAL DETAILS ' `1 �{�� FD-2003 G Seal#: Pmt Number: Dromtfr0 Number: R4vtrWn loueb (TYP.) DATE----- n.ts. � I' 3.S I 4.500 3 076 85 STERSTE STEEL BOLT STEEL a 3111. .875 .062 t .460 .096 d TOP _J 986 I 1.750 in Z) 56 GUIDE' f\-GUIDE(R I 1,750 065 l 1/2 1 7 k- 1.259 -{ -I .908 - I .074 127 .687 QUARTER ROUND I GLA2ING ADAPTER 26 (11/16") BEAD f f FRAME HEAD FLUSH HOLT AND #L-910 PANEL HINGE STILE $ & 49 TWO-POINT LOCK #FD-834 O #L-907 - 1.812 ---� O1 #L--901 ANGLE GUIDE to m #FD-827-1 . 60 S • • � � ,726 I A.187 I ............... _T .119 .730 • � ! I I I L.250 2.031 -----{ I i-I- 8 098 .100 F .064 064 2.000 s� 1.500 124 AGES@(3/8-) QUARTER ROUND 1.750 075 -r 9 A L 11 #L-908 BEAD 8 m #L-912 - r1.500 -j .070 5.05A.500 N e N INACTIVE-PANEL X"6'65 #FRAME2SILLly FLUSH HOLTO PANEL LOCK STILE2ANGLE GUIDE .835 • 6 #L-906 1 1/2" LONG #FD-625-1 0,656 .808 �---I I I- 1.75-I 1,750 --� 1.812 --i W { 066 .063 QUARTER ROUND 125 - MULTI-POINT MULTI-POINT O (1/4") HEAD = LOCK ACTIVE LUCK PASSIVE � 1.250 #L-911 .072 �.• 0000 2�••• W J CYLINDE L 1.625 •• • • •••• •• 9 LOCK 045J J 0.198 .065 •.•:•• 0.00 •0000• 2• (Uri`-'� ••0••• • • • Q ) _ °e••. . •�0 HALF ROUND 062 4.000 •4 00 :0000: • - �' FALSE MUNTIN RAIL ADAPTER 072 - • • . • b a a 42 O 500 JA ffi1LPTER0000 •�:••. TURN 0 1 1/2' #L-913 #L-909 .094 O KNOB �� .082 .100 T #�� •�•• 0000 •••0�• 50 51 52 53 1/8' Flexible Vin FPVC Composition-Team Plastica Inc. I •••494 • • SIDELITE PANEL °1. FPVC Black Compound No.7200-75 L812 .100 • 0 ••• • ......0•••• 35 ALUMINUM PLATE .136 • PHYSICAL ASfM N0. � 2" LONG DurometerHardiess"A",10 sec 75 D-2240 j • ••• • • #HC-002 Specific Gravity 1.45 D-792 0.078 0 0.0 i 0.058 Tensile StrengtkPS1 1640 D-638 PANEL TOP & Ultimate Elongatloq% 340.0 D-638 O BOTTOM RAIL FSE JAMB 4.066 ACTIVE HANDLE PASSIVE HANDL L-906 0 o FRAME HEAD SHEAR PLATE 6 TRIMSET o & TRIMSET Moduius(43100%Elongatim,PSI 765.0 D�38 # #L-903 44 L-915 o � •9� ImpactBritUeness •31.0 D-746 ' 9 •2. FPVC White:Compound No.7267-75 NOTE: PHYSICAL ASTM NO. 2.688 ,500 W Z J TJuometerHazdness"A",10 see 75 D 2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES ',219 .100 9 Specific Gravity L45 D-792 2• SBE ELEVATION AT SHEET 1 OF 6 FOR io ANCHOR O.C. MAX. SPACING AND LOCATIONS _ Q o Tens le StrengIkPS1 1640 D-09 o N Ultimate Elongatioq% 325.0 D-638 PRODUCT REVISED 4.500 n Modulus®l00•oElongation,PSI 765.0 D-638 scomnpolyis19withjlr o�n0da 7()4e .1C)7 5FRAME LOW SILL Tm Britden -30.0 1)_746 Buildf Code /I4�JAcceptatuoNo #L-918 a ate �•1 NOTE: 9 PR THOMAS J SOT,OOSS ER � REFER TO DETAIL 'B3' AT SHEET # 3 OF 6 cOrl Mlaml adeProductConuo) FOR ADDITIONAL NOTES AND LIMITATIONS. 57 GU1DT[ GUIOM DE M 57 O �� •..•• °•• •. j' °ice Revision Notes: ON Qo �� .�� . �opRevised to comply w FBC2004 -11 Ol/O5 �� 8501 NW 90th St. A� MEDLEY FLORIDA 33166 . � Revised to comply w/ FBC2007 �c added 'O 3/8. O.D. 3/8' O.D. 5 225 a_j STEEL BOLT STEEL BOLT `- _ * :' Insulated Glass 01/22/10 IND S RIES INC. (305) 696-8660 STAINLESS STEEL BOLT (r) = Ashland Mult-Point Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS (r) 5/l6' O.D. SSS (•/- 76.0 psf) -d. t Oti v Revised to oomply w/ 2010 FAC Drax Ctaasr roof ct•u: rrva C•isgoM 8wUVr 94& It•m: Se.o4 • :w NOA APPROVAL IMPACT FRENCH DOOR 6 OF 6 Optional Multi--Paint Locks <r) 3/9' O.D. sss c./- Bt*o psf) OF Revised to complyw 2014 FB1; 86.0 psf DP) A.•c..d Ar. Dor.arelr,G » ss OPTIONAL ;� aP,: ,.� Nelson Erato ol/lt3/15 La Porte Impact French Out-Swing Door @LOCK TWO-POINT LOCK Active Lock Possive Lock OIDACTIVE-PANEL �• R •. Q�� bro� DOt.Dr•un#HC-060 ASHLAND #W5110-STACT5 ASHLAND #W5110-STPAS4 18 FLUSH BOLT #HC--001 �rSS'� Qa?k�� Nelson Erazo 01/20/12 78.0 psf DP) HANDLE & TRIMSET HANDLE & TRIMSET r I•i SpO� n.t.e. Part �XOR „0 DO S FD-2003 Ramon ase G ASHLAND #W5201A-A ASHLAND #W5201A-P DATE___ i THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE r� ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. c GLAZING HORIZONTAL MULLION q PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ANCHOR/CLIP HORIZONTAL MULLIONGLAZING M rn a 3 _ PROD44 UCT 3 `n o cO cn + N .- GENERAL NOTES: o o ( Ja z � ( c� ; 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 �` � � REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING + ;N HIGH VELOCITY HURRICANE ZONE (HVHZ). � z° q z VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE „� w = p w o MULLION MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER 00 :2 0- INFILTRATION, INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. a z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, GLAZING GLAZING GLAZING o z I=- GLAZING 3 INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W PRODUCT PRODUCT PRODUCT -i tin o PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER p LOADS TO THE STRUCTURE. H 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS W EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �D ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H Z ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p WOOD ANCHORS ONLY. C/) 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET a' MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE — SECTION 2003.8.4. (� V � � � ••�• W1 + W WIDTH (W) = 2 + W3 t (�J MULLION & CLIP NOTES: '•• •• •• 2 ... .�Z • 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET �•• •• ... ;•• 2 OF 10 FOR DETAILS AND NOTES. •• •...' ANCHOR/CLIPANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS pool* .. . s o .. .� .. HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEETcu cu f 4 OF 10 FOR DETAILS AND NOTES. '" • •L° .. .. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS „ �• �r GLAZING '..' + � .'% PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS i i...• • VERTICAL s' - `.16, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 0 �0 ' MULLION + N * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS d d p p t O GLAZING GLAZING Q I PRODUCT PRODUCT Z)(n GLAZING ' GLAZING 11 Y i z z PRODUCT I PRODUCT o z N x VERTICAL N ANCHOR/CLI MULLION— OR CLIP o W1 \ W2 W1 W2 0��; W MULLION SPAN PRODUCTRFV1SGt) z ' z :)s complying will]tha ltlorWa ' W1 + W2 W1 + W2 `witdiol; WIDTH (W) = WIDTH (W) _ �-/ ,�`�+� 2 2 Acct ysta�nca tdo . t..JG.� _I - v" ;3"' TYPICAL MULLION ARRANGEMENTS s... .-. a 1.690 .062 1.500 p 156 7YP. -6 - 0� 62 .125 o C4 mw> �{ to � C 3.000 I 1.500 M W I W 1.405 1.732 Ob2 .125 N Q +C�l HO w 4.000 4.000 .115 I o .-. A Z N 3.000 I 3.062 3.000 .115 o 2 X 4 TYPICAL ^} ul rncol y 2.000 1.732 2,Ob2 2.000 z �: - 4,500 STD. TUBE WINDOW FRAME 0 p z MULLION U) W z c 2X MULLION CLIP II II co M a o 6063-T6 .1138-TL - 1.000�i 156 I .102 1.000 � 078 6.000 l 062 1.199 L 1,062 1.188 1S6 1,062 a `�", z NOTCH 'L' 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W o OPTIONAL STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 EE- c Ixx: 2.070 in4 Ixx: 1.000 in Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 int U t a Sxx: 1.035 in3 Sxx: 0.667 in Sxx: 0.633 in3 Sxx: 0.370 in Sxx: 0.330 in Z Z a a L2.00OA a (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) NGE FRAME) ® � a j STANDARD TUBULAR SHAPES tswmplyiu tvl4bcfwN1ortda C `r7 2.000 Butlditt Co L :j TYP. WALL = .125" ALL $ II ALLOY = 6063-T6 1.000 `� ".cccltlrotce 1!o-:-14 •I � I .125 C:xpirn�ioryD!Yo' "�►� 'GCS W W 750 j TYPICAL Cl ` GLAZING PRODUCT I3Y 1.000 Er - - .124 � -"� Qiiu��i lleda 1'OtllSct(.'OftiiUl 1.000 }"�-2.000-�j • • ••.• 125 2.250 l I •• 1.000 • 2.000 - 1�5'; ' •• .•.. 4.000 "'• •� N • • I 3.000 �••• •• i••• •j 6.000 ' • .125 •••• � 2.000 • • • •r • • r 4,500 �� ' ., • • � t • 4.000 •••••• N N o JX MULLION CLIP 2.000 3.000 4.000 6063-T6 L 61% 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLI6IV •;• TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-T6 L 4- OPTIONAL NOTCH 2 X 6 2 X 4 Ixx: 2.070 in. Ixx: 0.950 in4 Ixx: 0.330 int 4 HORIZONTAL OR VERTICAL , , s Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. d STD. TUBE MULLION STD. TUBE MULLION m a a a SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 6063-T6 6063-T6 s a a Ixx: 8.280 in4 Ixx: 2.980 int u $A z z Sxx: 2.760 in3 Sxx: 1.490 in3 CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a ;� MULL ,pL+' INSTRUCTIONS: USING MULLION PROPERTIES ONLY I X 2 1.688' USE CHARTS AND GRAPHS AS FotLows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT . STEP_j DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ;,=.'_� 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ` NOTCH i X 4 3.6$8' STEP REQUIREUSE 6ENVTS.GLAZING PRODUCTS MEETING ABOVE LOAD 0 cti OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT '' >' •.._: 2 X 4 3.688 NOTES: •; 125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 0 - M:3. . 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR _< } SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. c ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a I 1 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2.000 ANCHOR ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A r TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS R Width(w) MULL SPAN 1 X 2 I 1 X 3 1 X 4 2 X 4 2 76 Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width (w) MULLSPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 t:) o 18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 - 19.3 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - - 31.5 45.4 126.2 O o q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 - - 25.2 36.3 100.9 `r° a 00 z 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 M ' � � 0 42 87.9 150.0 150.0 150.0 150.0 42 - 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 v o A o 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-114" - 30.6 66.6 95.8 150.0 48 120" - - 15.8 22.7 63.1 54 68.3 137.6 150.0 150.0 150.0 54 - 27.2 69.2 85.2 150.0 54 - - - 20.2 56.1 °' o o 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 - - - 18.2 50.5 3 " 66 55.9 112.6 150.0 150.0 150.0 66 - 22.2 48.4 69.7 131.1 66 - - - 16.5 45.9Z z0 Z 72 51.3 103.2 150.0 150.0 150.0 - - - - 'n w = � o 72 20.4 44.4 63.9 120.2 72 15.1 42.1 o n 0 v '" 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 a I� a o 18 89.3 150.0 150.0 150.0 150.0 18 - 56.3 122.6 150.0 150.0 18 - - 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 w 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 150.0 30 - - 19.0 27.3 75.8 m a 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61.3 88.3 150.0 36 - - 15.8 22.7 63.2 H Zo 42 38.3 101.7 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - - - 19.5 54.2 v 48 50518" 33.5 89.0 145.4 150.0 150.0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 U 54 29.8 79.1 129.2 150.0 150.0 54 - 18.8 40.9 58.8 125.2 54 - - - 15.2 42.1 Z Z v} 60 26.8 71.2 116.3 150.0 150.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 ® � o 66 24.4 64.7 105.7 150.0 150.0 66 - 15.3 33.4 48.1 102.4 66 - - - - 34.5 72 22.3 59.3 96.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 w w 18 62.6 150.0 150.0 150.0 150.0 18 - 37.7 82.1 118.3 150.0 18 - - 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - - 18.3 26.3 73.0 N v 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 58. w § 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7., �� •' x' 42 26.8 77.2 131.1 150.0 150.0 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 41.7.. 48 57" 23.5 67.5 114.7 150.0 150.0 48 96" - - 30.8 44.3 107.8 48 144" - - - - 36.49P•oZ • . 54 20.9 60.0 101.9 146.8 150.0 54 - - 27.4 39.4 95.8 54 - - - - 320' • •• :'Z 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2t 0• co ..�. 66 17.1 49.1 83.4 120.1 150.0 66 - - 22.4 32.3 78.4 66 - - - - 26 x • o • 72 15.6 45.0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3. • a " ' 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - - 2Z5 ' 18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - - 31.0 .14, -- •' , 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150.0 24 - - - 23.3 64.6• s IS ds ••• ' 30. 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 %A4.• 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 42 19.9 57.2 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 d d 0 0 A8 63" 48 108" - - 21.6 31.1 85.2 48 1�" - - - - 32.3 `o 17.4 50.0 93.9 135.1 150.0 0 w w 54 15.4 44.5 83.4 120.1 150.0 54 - - 19.2 27.7 75.7 54 - - - - 28.7 60 - 40.0 75.1 108.1 150.0 60 - - 17.3 24.9 68.1 60 _ _ _ _ 25.8 j ze z z ° 41 66 - 36.4 68.3 98.3150.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 A ' 72 - 33.3 62.6 90.1 150.0 72 - - - 20.8 56.8 72 - - - - 21.5 a ' 78 - 30.8 57.8 83.2 150.0 78 - - - 19.2 52.4 78 - - - - 19.9 a HORIZONTAL MULLION AZINc _ TYPICAL MULLION ARRANGEMENTS a VERTICAL PRODUCT , rn 3 ARCHES TO BE INSCRIBED p ;mss MULLIONARCHES RECTANGULAR SHAPE Eo z ^. j GLAZING GLAZING 0 Z NOTE: cow = PRODUCT PRODUCT J T THESE CHARTS MAY BE ORIENTED PRODUCT gwilb BF '��'� MULLIONS RATED IN H to us complying with iluj Tloridtt z 3 VERTICALLY OR HORIZONTALLY. i3nilding Code 0 ' GLAZING GLAZING Acceptnnce i\lo PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Exe- pinttt�n y�nte 111 W1 W2 WIDTH (W) W1 + W2 .tiantil7ucieProdactCr�nirol _` ````' w j2 MULLION SPAN _� A -1.690- .125 1.000 .062 688 312 1,000 1.500 tq to •156 TYP. 6_ _ 125 0 62 I F .125 688 O O .125 Q z ZZ ZA 3.000 03 t) 1.73210 1,905 4.000 .115 N a tb z w 4.000 11 00 3.000 3.000 3.062oc Q 3.000 2.688 rn 0 j a 2 X 4 4,000 3,626 3 M STD. TUBE TYPICAL 4.500 MULLI N WINDOW FRAME 10 ? J 0 p Z E 2X MULLION CLIP tsar 102 ts6 1021.000 Q a w 0 6063-T6a , o 2 X 6 F�1.062 LLU 1-1.06A_ 1 X 3 1,188 '� 04 a NOTCH 'L• 6,000STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 w � •L• oPTIoNAL UI LLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-rs CUSTOM MULLION W z CUSTOM MULLION 6063-Ts a p4 W 6063-r6 CUSTOM MULLION a 6063-76 6063--T6 a � [� � fi Ixx: 4.709 int Ixx: 4.709 int 4 Ixx: 2.168 int ixx: 2.218 in. p,, z Ixx: 2.168 in. a 3 3 3 Sxx: 1.445 in. Sxx: 1.479 it U ti o s a Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. Z ,� � 9 g a a 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) H Z Z Cn a STANDARD TUBULAR SHAPES fy rn 2.000 j TYP. WALL = -T6 ALL 1580 1 p a •� ALLOY 6063-T6 750 II TYPICAL �H�y Cn I GLAZING PRODUCT I+i 5 IZJ h �+ ,180Fr 2.000 • • 1,000 1.625 •• • • 125 2.250 ••• •• • 2.000 ••{� .� • •.• • q 4.000 � 1 z • i 6.000 #12 S.M.S. •• •••• ••• p Al2� O.C. 4.000 125 ••i• • •• • -4.500- •• • ••• i VO4:0 a 1X MULLION CLIP 3.000 4.000 3.625 ; • ' N �. 6063-T6 Z721 2zKni _ • ••• • � o • MULLIONS CONTAINING •"• ' d •; a " NOTCH ,L• TYPICAL GLAZING PRODUCTS /C05.4 y • • OPTIONAL HORIZONTAL OR VERTICAL PRODUCI'REVISED * v as complying wiU1 the Florida o 0 o e a SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Building Code FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION AcceplanccNo_ _ e �a a L:�oiw gn1301 �j U H z 6063-T6 6063-T6 ..1.. O y ( z a • Ixx:19.648 int Ixx: 7.649 in4t ianiE n at'rnductOonlrrol CLIP LENGTH Sxx: 6.549 in Sxx: 3.825 in3 a 'L• L' RECTANGULAR ALUMINUM TUBE MULLIONS MULL DLI, INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. xy7# 1 X 2 1.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 3 2,688' AND CAN BE USED WITH ALL LAWSON S MIAMI-DADE STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0 g Y �. NOTCH 1 X 4 3.688 REQUIREMENTS. �b OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES n 125 MIN. 2 STP X 6 5,688' APPROVAL. SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET �oci 2,000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o ~ 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY. a ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS I 6063-•T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION tsj I4-2.aoo� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LoADs sPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. d A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w . MULL SPAN 1 X3 1 X4 2 X 4 2 X 6 Width (w) MULL SPAN I 1 X3 1 X4 T2 X 4 7 2 X 6 Width (W) MULL SPAN 1 1 X3 1 X4 2 X 4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 160.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 a CA 30 150.0 150.0 150.0 150.0 30 111 .6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 `° tj 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 'n I w o 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 ao cn +s o 48 38- 3/8" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 o a.-. 2 ,n 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 - 31.9 51 .8 133.1 °' o o �v 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 - 28.7 46.6 119.8 3 U. to 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 - 26.1 42.4 108.9 Z J e z H 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 - 23.9 38.9 99.8 V) w = O o 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.Q 78 - 22.1 35.9 92.1 n- kc o 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 1 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 rnj 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W a lic 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 �D z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 E- 48 50-518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" - 27.0 43.8 112.5 U 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 - 24.0 38.9 100.0 Z 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 - 21.6 35.0 90.0 H 0 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 - 19.6 31.8 81 .8 w a 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 78 124.9 � 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 - 16.6 26.9 69.2 w W ct) 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 N F E 30 150.0 150.0 150.0 150.0 30 51 .6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 1 36 - 27.7 45.0 115.5'. a 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 - 23.7 38.5 99.0•0 .. 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" - 20.8 33.7 86.6'•• • 2• 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101 .2 150.0 54 - 18.5 30.0 77.0." z •••� :p' 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91 .1 150.0 60 - 16.6 27.0 69.3 "•' ••• 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63. : •• • 72 102.8 150.0 150.0 150.0 72 21 .5 46.7 75.9 150.0 72 - - 22.5 57.$.. „ N •0 'v 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - - 20.8 53. " N . 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150 �+ �• 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0" .S '••� 4 ' 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 " o" • 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 - 21.0 34.1 87.6 0, a 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" - 18.4 29.8 76.6 s w 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 - 16.3 26.5 68.1 U -" 60 91 .3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 - - 23.9 61 .3 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 - - 21 .7 55.7 A 72 76.1 142.4 1 150.0 150.0 72 15.1 1 32.8 53.3 134.8 1 72 - - 19.9 51 .1 a 09 78 70.2 131.4 150.0 150.0 78 - 30.3 49.2 124.4 78 - - 18.4 47.2 ,� a HORIZONTAL MULLION ,E.tiSlitfT;� GIAZING _ TYPICAL MULLION ARRANGEMENTS `�:� VERTICAL � PRODUCT MULLION ' ARCHES TO BE INSCRIBED 'p o ,: Z INSIDE RECTANGULAR SHAPEvw t7 M GLAZING GLAZING o¢ NOTE: rRODUCr REVISED PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED as cottiplying with the Florida _ e• VERTICALLY OR HORIZONTALLY. Building Codc9( �. GLAZING GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED) AcceptmtccNo � �T . omI PRODUCT PRODUCT � W 1 + Y�2 Y W1 uV2 WIDTH (W) = vliamibaaertoductCo�nrol w MULLION SPAN 2 A • MIN. EDGE DIST. _ „ 5/16' TAPCONS 5 16" TAPCONS " >� 1 1/4 MIN. 1-1/2' MIN. WOOD PENETRATION t-1/2" MIN. WOOD PENETRATION 2-3/16 CONCRETE OR Ej EDGE DIST. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 4" OLLOW BL CK 5/16' TAPCONS 5/16" TAPCONS 0 1-3/4" MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY A W 3/4" 4 PER CLIP (2 ON EACH VIING) 2 PER ANGLE to to E ,� MIN. I - I I = { I M z o 2p""j 1.•. •.� '..-. - -•� .' •y -.. ..� - •i. V Z0 to t0 ! I I I I Iii MCQ U u 11 11 II II II II I[ If ? z A Z -ji ii ii 2 7/16" ji ij IlIi it � w z o ----------- 1 X FLOATING CLIP 11 11 2 X 2 X 1/8- ]I 11 I I I I n• I t I 11 II ALUM ANGLE MIN. IL-JI II II N I I \8Y I I U U g 1 BY i(t- I J 1 1 1 1 2 X 2 X 1 \ 1 I WOOD BUCK I I I I ------------- WOOD BUCK 1" 1 X FLOATING CLIP 11 11 ALUM ANGLE r ' 1 1 I I � 1, 1 I 1 I LI ti z 1 1 � 3/4" MIN. 5/16" TAPCONS ANCHORS TYPE 'D' (INTO BLOCKS E• EDGE DIST. 1-1/2" MIN. WOOD PENETRATION Z :� �jca k;1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) H E! z ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK w INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK o �Z I I TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL w W UP MIN. EDGE DIST. I a i I I I I 2--3/16" CONCRETE OR • •• 4" HOLLOW BLO K 5/16- TAPCONS / •• I I I j / 5 t 6' TAPCONS •• 1-3/4" MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY 000: • E 1 2 BY j j j j 2 X 2 X 1/8- 2 PER CLIP (1 ON E4CH VFlNG) 1 PER ANGLE •• 0000 1`---_------ WOOD BUCK J1 11 ALUM ANGLE , •••• • �J• ALL CLIPS AND ANGLES TO FIT SNUG E ••• . ••• ALTERNATE INTO TUBE MULLIONS. ' ''Q .•• :.�•.• . .` ,. 'a ,. ;'`.• . •� o . a ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. i I I • • • N .o 4 • • • ••• 06, ANCHORS TYPE 'A' ,I I, 1► I I .. .• 2 ANCHORS INTO WOOD g 113Y ��_ I I I I 2 X 2 X 1/8- ----------- /8""------- I WOOD BUCK I l 1X FLOATING CLIP 11 I( ALUM ANGLE y 0 0 5/16" TAPCONS 5/16" TAPCO14S N j j { j U U d 1 1/4 MIN. 1-1/2" MIN. WOOD PENETRATION 1-1/2" MIN. 1YOOD PENETRATION I I I I I I s a' EDGE DIST. 4 PER CLIP (2 ON EACH PIING) 2 PER AN I I I I I I L' 40 t I o d z z Y z w = ANCHORS TYPE 'C' INTO BLOCK) a N N � . I \? ANCHORS TYPE F (INTO CONCRETE) :. .. ... — -- — - - ,. - •. Q . . 2 ANCHORS THRU 1X BUCK � ;.Tt1I1= Fr I INTO CONCRETE OR BLOCK •"` '_' ',_ 1 1/4„ MI ji i1 Ii ii i~ l 2 X 2 X 1/8" `` :: •$ ----------- -FLOATING CUP L Y Y = I - - I 1 I I I I ALUM ANGLE N I I 2 BY 1 1 u L) ` 1 PRODUCT R011UCT REVISED c a \ 1 I WOOD BUCK I I I I 1 1 ;u complying wilh the Florida q:oi I I I I I I F----------1 I II I 13uildingCedc Acccp1mice N1 `f I i:xptttltiorl�n� ' C.� c'C3 ANCHORS TYPE 'B' By j - Q, ALTERNATE yti nl j�A a ICU Contra W 4 ANCHORS INTO WOOD ANCHOR LOCATION A MIN. EDGE DIST. MIN. EDGE DIST. e ., 5/16" TAPCONS 2-3/16" CONCRETE OR 2-3/16 CONCRETE OR 1-3/4" MIN. EA18ED INTO MASONRY „ „ 4 OLLOW BL CK 5 16" TAPCONS 5 16" TAPCONS p 4 HOLLOW BLO K 2 PER CUP (] "ON EACH WING) 5/16" TAPCONS / / p fli 3 1 4 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY p Q MIN. 1 PER ANGLE 3/4 4 PER CLIP (2 ON EACH PIING) 2 PER ANGLE (0 � a Imo— 1 MIN. ,%� 00 vii z p. 'i p • •.I t1• '• i a•/ • p• -. • • , .r'' `.♦r., p. •� •. -�' -�' .�:. .•� , ..'• ,;.• p. - p •`, Y: 1 `' cn Q p 111111 \Z �. ' •.:-.. d rr .. .•i'• ..• \Z . ._ .•. , `:• Q ,� i- :. o01 0 an '�• LS • • • ` ' ♦ O a1 W • ♦. •• . r .• a.. •1 'a ... '♦ 'a - ♦ ♦ • 1. ♦ ar Q 'a- O i' - Q -. Q a t` C) y Vi up r— s II II II it II Ij li Ij Oto � = f.2gi 0 o X I I 1 1 \ n_•IIIIijI tII II1��1 s� p •'.`. ' iiI1IIItI II III II II jII •.;••.•••.•••.'••.•i.;•. UIZHIIa CONCRETE CONCRETE OR CEMENT BLOCK IL-J1 CEMENT BLOCK IL-J 2 X 2 X 1/8- >_ CONCRETE OR I II 2 X 2 X 1/8" --------- CEMENT BLOCK t II ALUM ANGLE ALUM ANGLE 27/16 lJ U04 FLOATING CLIP Li FLOATING CLP NnA��•• •••••••:•��p�D'�Np• ••.•OMIN. 1 E- 3 1/4 1E-- MIN. MULL MULL ANCHORS TYPE D (INTO BLOCK)ANCHORS TYPE 'C' (INTO BLOCK) W •a ANCHORS TYPE 'F' (INTO CONCRETEANCHORS TYPE 'G' (INTO CONCRET .axx••'',t, n v x••iO'� ii••.••. 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 0 1%4" 2"X4" MULL ... `----------I ALTERNATE MULL ANCHOR LOCATION MULL 1 FLOATING CUP ------------- , i IIII�I--Q---1 111 .-• Q�s} II I fia' CONCRETE OR CEMENT BLOCK .i IIII1l I1IIII i ym ••• •• 444��O� w.oO ll // L IL 5/16" TAPCONS M + y 1-3/4" MIN. EMBED ♦ •'• =. ; •� ( z° x INTO MASONRY Y 2 PER CUP (1 ON EACH WING) 5/16" TAPCONS _ 1-3/4" LAIN. EMBED INTO MASONRY j I f I 212 SMANGLE i 4 PER CUP (2 ON EACH YANG) _ I I I = 1 r—i•-I I h ri \ 1 I II 11 II I I i i I I ALL CLIPS AND ANGLES TO FIT SNUG H N II lI II Oz� � < INTO TUBE MULLIONS. u • Q ,, , , ,- 14 TAPCONS MAY BE HEX OR FLAT HEAD. ., �• I• . ,.� I • •• - ,• PRODUCT REVISED •s •' .�,. i as complying with(110 Fiotulo Q CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED l3ultdlu Codc v. a. Z Acceptance 1�0_ .. `�✓ .; �. F.7- I M 1 t WITH ALKALI—RESISTANT COATINGS, SUCH .AS BITUMINOUS PAINT OR Lj;ptrtrtl�til)A � ,� w.. ^. fry~= WATER—WHITE METHACRYLATE LACQUER. Y_ :_ ` 5/16" TAPCONS 1-3/4" MIN. EMBED ;yiiy3i�kfjflr pfoduct Contro INTO MASONRY - 1 PER ANGLE A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" 5/16' TAPCONS 4" HOLLOW BLO K 3-3/4" 5/16" TAPCONS a / 1-3/4" MIN. EPABED INTO MASONRY O - i-3/4' MIN. EMBED INTO MASONRY MIN. - p � MIN' 4 PER CUP (2 ON EACH YANG) { 4 PER CLIP (2 ON EACH WING) O A 00 z �• •a• _.�•. is � •.� - ., a- �� .' ► ••a.• � � 'a. �'y• '1 �: --� •. A '►► a. . I '•-M Z •. •- • _ a :, . CLIP LENGTH •, a w o + MULL „L/, o O m 2 X 4 3.688' z }v q 2 X b 5.688' ° p z \ + 18Y coo 2 n. O + h 2X6 MULL 5/16" TAPCONSWOOD BUCK ER I 2X6 MULL W y 1-3/4" MIN. EMBED INTO MASONRY \ 5/16" TAPCONS D A 1 4 PER CUP (2 ON EACH WING) ; 1-3/k" bSIN. EMBED INTO 6lASONRY /�., Z -------------------------^^^^ 1 3 4" 4 PER CLIP (2 ON EACH YANG) MIN. -----------------_-- ---------� 1 MIN. E- 3/4" O + 2X6 MULL a '. 0 W CLIP LENGTH 2x6 M.+ULL •_ 'a 2X6 MULL _ _ W w �,------------ a. . : MULL L .• _ - IJ.I IJ V �M 2 X 4 3.688, ��----------- I 4�:"�. j 2 X 6 5.688' H • • 3-3/4" MIN. 5 11/16" ALL CLIPS AND ANGLES TO FIT sNuc ANCHORS TYPE 'E' (INTO BLOCK) s _ 4 4 INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) wooD BuBMY� " c° ANCHORS TYPE 'E' (INTO BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU IX BUCK d a o 0 INTO CONCRETE OR BLOCK ANCHORS TYPE H UNTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X6" MULL SHOWN s° a ANCHORS INTO CONCRETE or BLOCK WITH ALKALI—RESISTANT COATINGS, SUCH AS. BITUMINOUS PAINT OR u > z z 2"X6" MULL SHOWN WATER—WHITE METHACRYLATE LACQUER. ,� z° O En I'RODLIC"l I24VISED x conz;�Iyil>p ;il the Ij orieja f3i�ilcli�i,r_,(;ud, Ytialn;l Uad�I'r�au,t Cos�tr��l''y � A • r • MIN.,,EDGE DIST. 5/16" TAPCONS 2-3/16 CONCRETE OR 1--3/4" MIN, EMBED INTO MASONRY 3--3/4" CLIP LENGTH 4' HOLLOW BLgCK 4 TOTAL (2 ON EACH WYING) MIN, "� MULT. 1 X 2 1,688' m o la. 100 `� z. \z ! . \z 1 X 3 2.688' M I o ♦ • • .T .. . ♦ • r 1 X 4 3.688' .2 X 4 3,688m o o °D i _ i i i i i 2 X 6 5.688' 2 7 16" MIN. 2x4 or 2x6 Mull j j i 1 2 X 2 X 1 4' SNUG 1. L INTO TUBE CLIPS MULLIONS.ANGLES TO FIT 0 w z=° Z o _ o i i I 1 1 I / 2. WHERE ANGLES ARE NOT FIT SNUG 00 � a L_------------_J L.1 Li ALUM ANGLE ' o I I 1 I INTO TUBE MULLIONS, SEE OPTIONAL I ANCHOR (DETAIL AT SHEET 9 OF 10. / 14 S.M.S. W p CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ CHANNEL TUBE MULLION � 1~ WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR E_ VIATER-WHITE METHACRYLATE LACQUER. (} V-4 MIN. EDGE DIST. g - ® w 2-3/16" CONCRETE OR w � 4,' HOLLOW BLO K #12 F.H.2/ SLOE r w � I I ••w LL 1/8" THICK ALUM CHANNEL 1 . •• ••W� - LENGTH TO FIT SNUG = INTO MULLION TUBE MULLION cj • • - Z TUBES MAY BE NOTCHED j ••• • •• ••+ + " ' :♦� ' • j- ♦ . I r7 AS SHOWN TO ALLOW INSTALLATION " Of CUP ANGLE �� ••� �.-. -• -- - -• • - '-Q ' .` " � CAULK JOINT AFTER ASSEMBLY ••• •• • LOCATION OF SCREWS CONNECTING ; _ ` a •.+. \ .•'� •••. ANGLES TO TUBES WHERE ANGLES c`1 J14 FH SMS .... .� .. ..:• ARE NOT FIT SNUG INTO TUBE I I I I 2 PER CLIP ••• • • •••• MULLIONS. � I I I I ACCESS HOLE 1-1/2" O.C. MIN. ..,• . 5/8"(2) i i ----- - --- ------ T11 L • ••" is •• i O K O5/16' TAPCONs 14 SMS3 + o,l-3/4" ASIN. EMBED INTO AUISONRY 4 PER ANGLE 2 PER ANGLE I I ---- ----- ------ ----- •, . '. 2 X 2 X 1/8" THIS SCREW CAN BE I I a ALUM ANGLE INSTALLED IN EITHER I I #12 FH SMS I 1 a _ 2 PER CLIP X •+ DIRECTION y' �y i 1 I u H } Yt I 1' O.C. MIN. tz Z 1 > a as o I 1 a 1-3/46 X 2" X 1/8" (FOR 2BY TUBE) \ Z_ 3/4 X 2" X 1/8" FOR (18Y TUBE) ALUM GLE 'p • CUT TO FIT SNUG INSIDE ATN BE �; �;:' . • __ ____------ ANCHORS TYPE 'I' &004 ..; METAL TO METAL CONNECTIONcy USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION o� . .• YP.00Uty llREVwith 11 e}lorictTl n Ti ll ltf 1 M C.1:) Q I 3-3/4 ALL CLIPS AND ANGLES TO FIT SNUG ,arc r 11 pica. . * I MIN. INTO TUBE MULLIONS. y:;�i�TiS,IT :c!r W. - - TAPCONS MAY BE HEX OR FLAT HEAD. _ �► a '%,` I 1 3/41' OPTIONAL ANCHOR DETAIL ; ._.=. �u C=' _ �� w MIN. :llklii111?6GGI iOCOTItI— 0� �' ANCHORS INTO CONCRETE OR CEMENT BLOCK q • ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE Width Million A I B I C I D I E I F I G I H I I Wft Million A B C D E F G H I Width Million A B C D E F G H I 0 span VW. VW. 0k 1311c8k. Ccnc Can-. ComMI. 6v) Span Vui. V J. Blk Blk 8k Ca1c Ccnc. Conc. MI. N+) Vlkl. V1ti. Blk Bik Bk Cont Canc. Gonc. MI. o 18 150 150 1 150 150 150 150 150 150 150 18 91 150 150 150 150 150 150 150 150 18 56 112 129 150 150 144 150 150 150 o A 24 132 150 150 150 150 150 150 150 150 24 68 136 150 150 150 150 150 150 150 24 42 84 97 146 150 108 150 150 116 m W " ul 30 105 150 150 150 150 150 150 150 150 30 54 109 125 150 150 140 150 150 150 30 34 67 77 116 150 87 130 150 93 M 00 U) O 36 88 150 150 1150 150 150 1150 150 150 36 45 91 104 150 150 1117 150 150 125 36 28 56 65 97 129 72 109 144 77M (0Z w 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 48 55 83 111 62 93 124 66 N o co 0 48 38 318 66 132 150 150 150 150 150 150 1150 48 74 1/4 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 0 a r. A in 54 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 83 64 19 37 43 65 86 48 72 96 51 O M Z $ 60 53 105 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 3 W 66 48 96 110 150 150 123 150 150 132 66 25 49 57 86 114 64 95 127 68 66 15 31 35 53 70 39 59 79 42 Z w z0 p Z 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 58 88 117 62 72 14 28 32 49 65 36 54 72 39 0 0 O o 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 50 67 36 000 M R- a o 18 133 150 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 �D I 24 100 150 150 150 150 150 150 150 150 24 60 12D 138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 105 30 80 150 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 84 ti W 0 36 67 133 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 66 99 131 70 N 42 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 88 133 150 94 42 22 44 50 76 101 56 85 112 60 48 505/8 50 10D 115 150 150 128 150 150 137 48 84 30 60 69 104 1 136 77 116 150 83 48 132 19 1 38 44 66 88 49 74 98 53 U H w 54 44 89 102 150 150 t14 150 150 122 54 27 53 61 92 123 69 103 137 73 54 17 34 39 59 78 44 66 87 47 60 40 80 92 138 150 103 150 150 110 60 24 48 55 83 111 62 93 124 66 60 15 31 35 53 70 39 59 79 42 Z 0, 66 36 73 83 126 150 93 140 150 100 66 22 44 50 76 101 56 85 112 60 66 14 28 32 48 64 36 54 72 38 ® ~ Z 72 33 67 76 115 150 85 129 150 91 72 20 40 46 69 92 52 78 103 55 72 13 26 29 44 59 33 49 66 35 78 31 61 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 46 61 32 18 118 150 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 108 150 150 120 150 150 129 w W 24 89 150 150 150 150 150 150 150 150 24 53 105 121 150 150 135 150 150 145 24 35 70 81 1211 150 90 136 150 964 . •.p� •• 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 97 129 72 109 144 •77• • x • . [� .: Es 36 59 118 136 150 150 150 150 150 150 36 35 70 81 121 150 90 136 150 96 36 23 47 54 81 108 60 90 120 • [�� • w 0 42 51 101 116 150 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 • a • 48 37 44 89 102 150 150 114 150 150 122 48 96 26 53 61 91 121 69 102 135 72 46 144 18 35 40 61 81 45 68 90 48• • i' 54 39 79 91 136 150 101 150 150 108 64 23 47 54 81 108 60 90 120 64 64 16 31 36 54 72 40 60 80 43• ni •• •••y 60 35 71 82 123 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 36 54 72 •39• . ••:• 66 32 64 74 111 148 83 125 150 89 66 19 38 44 66 88 49 74 98 1 53 66 13 26 29 44 59 33 49 66 • • M 0 .••• 72 30 59 68 102 136 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 30 45 60 •81Z• 0 • 78 27 55 63 94 125 70 105 140 75 78 16 32 37 56 74 42 63 83 45 78 11 22 25 37 50 28 42 55 •30 •t • • •••• 18 107 150 150 150 150 150 150 150 150 18 62 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 115 150 150 •1 • 24 80 150 150 150 150 150 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 9S •;• c• 30 64 128 148 150 150 150 150 150 150 30 37 75 86 129 150 96 1145 150 103 30 27 54 62 93 124 69 104 138 74 V d• a o 36 53 107 123 150 150 137 150 150 147 36 31 62 72 108 143 80 121 150 86 36 22 45 52 76 103 58 87 115 62 40 � 4 y 42 46 92 105 150 150 118 150 150 126 42 27 53 61 92 123 69 103 137 73 42 19 38 44 67 88 49 74 99 53 W o 48 63 40 80 92 139 150 103 150 150 110 48 108 23 47 54 81 108 60 90 120 64 48 150 17 34 39 58 77 43 65 87 46 a 4- S 54 36 71 82 123 150 92 138 150 98 64 21 42 48 72 96 53 80 107 57 54 15 30 34 52 69 38 58 77 41 60 32 64 74 1111 147 82 124 150 88 60 19 37 43 65 86 48 72 96 51 60 F13 27 31 47 62 35 52 69 37 a O66 29 58 67 101 134 75 113 150 80 66 17 34 39 59 78 44 66 87 47 66 24 28 42 56 31 47 63 34 01L72 27 53 61 92 123 69 103 137 73 72 16 31 36 54 72 40 60 80 43 72 22 26 39 52 29 43 58 31 0 57825 49 57 85 113 63 95 127 68 78 14 29 33 50 66 37 56 74 40 78 21 24 36 48 27 40 53 28 s� z° ANCHOR/CUP ANCHOR/CUP $� a % 4 4y HORIZONTAL MULLION ANCHOR CLIP NOTES rr ` 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER a ' VERTICAL Z `PRODU T `�`�. 3 TO SHEETS 6, 7, 8, & 9 .FOR DETAILS AND NOTES. Frs=r MULLION 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE : 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN s, GLAZING GLAZING �a ` PRODUCT PRODUCT a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. oi°.:, t GLAZING GLAZING PRODUCT PRODUCT m a N 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ° , 3 LOCATIONS AT HEAD, SILL OR JAMB ENDS. .: r4 ANCHOR/cu >tli AKANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED / ;y colllnfying«itll the Florida ,. t� L,uildiu Ca is /y �yg •~ - [ / O I 1�.0%2�� i1C.0 l�.0 /�VV WW V✓ ��' _.I 1 L;-1IIL1z°6I1.:1u �_ 'cp A HORIZONTAL MULLION W1 W2 SPAN BY.:_ ;dc1 TYPICAL MULLION CLIP ARRANGEMENTS vliarlii101 'ioductControt A