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REV-17-1082
—6\ t 109 JOB ADDRESS: BUILDING ERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 R 18 2017 BY FBC 20 (y Master Permit No. V "S (Cr2'+ 15- Sub Permit No. _e (;-' l082-- ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR /Ogg IUD 9g City: Miami Shores Folio/Parcel#: Occupancy Type: County: Miami Dade ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3 3 / 3 r Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple�Titleholder): r(k 1 / (or h o D Address: 10 9 IJ E ' Phone#: City: IL\ f 40,c) State: L Tenant/Lessee Name: Phone#: Zip: Email: CONTRACTOR: Company Name: A llsA iC (c'►e''1 1 Address: I9 0f Kcyf/o.ie 6ivJ City: iu , m•i`t,h,` State: FL: _ Qualifier Name: 7; 5o •'t S'}o e/ (GC Is-0 (,,co-1 State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ Type of Work: El Addition Phone#: . i'f 9( 20 oc/ Zip: 73/g/ Phone#: 1? o g'( -t o o l/ Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: ❑ Alteration ❑ New Description of Work: V C H , 0.1 o f 1V 0 A 70" ❑ Repair/Replace o ie dIoo�`. ❑ Demolition Specify color of color thru tile: Submittal Fee $ a) Permit Fee $.1� -- ' CCF $ CO/CC $ / Scanning Fee $ 4 Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee Structural Reviews $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Li (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ' TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this , 20 / ? , by J-- l`t 10I day of � j , 20 / 7 , by , who is prsona elly known to ✓ ��do ,J E`a e j , who is personally known to (1 day of 'Al 6i1--in0 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P Seal: ?' �- 'o •ry Public • State of Florida u Commission # FF 228649 � oa' My Comm. Expires May 10. 2019 ",,,,,"' Bonded through National Notary Assn. *************************** APPROVED BY *** **** me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P Seal: tr'• Notary Public - State of Florida Commission # FF 228649' ' • My Comm. Expires May 10, 2019 Bonded through National Notary Assn. **************************************************** * ** ** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 1,•iiarni Shores Vi?lags APPF 1 CDOU DATE MIAMI DARE APPROVED q ZONINu ,,`, BLDG DEPT /11 . SUBJECT TO COMPLIANCE WITH ALL STATE AND COON UY RULES AND REGULATIONS FEDERAL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE_(NOA) Lawson Industries, InC:iti(. t = 8501 NW 90th Street AR 1 8^oil Medley, FL 33166 SCOPE: BY:. _ _ — This NOA is being issued' rifle applicable rules an materials. The documentation submitted has been reviewe Product Control Section to be used in Miami -Dade County 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. . • •' •' MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.min midnde.aov/economy DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door - L.M.I'. • • e use of construction i-Dade County RER- ' llowed by the Authority • ... • APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGY-11Z011 Alutfilehlm Sliding • • • Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated, M/12, , vitti�the latest... revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E., bearing.the:Miaunt- ade Couq>rv.. • Product Control Section Revision stamp with the Notice of Acceptance number asui.F.xpiration. date by thld.. • 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, cily, state, . series, and following statement: "Miami -Dade County Product Control Approved'`, unless athetw=se notect • • 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. 12-1204.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. N 1 3 NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 121204.12) ▪ • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 291.-!l {• 2) Cyclic Wind Pressure Loading per FBC, T.A,S.2 l3--94 6 6 ▪ • along with marked -up drawings and installation diagram o'f• eh. Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, IOC ;.Test Egpi is Nd.ts • 6 HETI-11-3270, dated 05/16/11, HETI-11-3275, dated l0/Dil1, HETI-11 3307;'•. dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11r-33.30, dated' j}1/16/»..... HETI-12-4052, dated 07/10/12, HETI 12-4054 and :II . I-12-4065, dated.' • 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E.' • •• (Submitted under previous NOA No. 121204.12) • • •• 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. 12-1209.12) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) �- --D Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date:. May 07, 2015 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ,B. TESTS (CONTINUED) 5.. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 . • • • •. 5) Cyclic Wind Pressure Loading per FBC, 'Pfj,S' 3-94, •;;; • 6) Forced Entry Test, Type "C" sliding does,: Grade .10, per F) .: 2411.3.2.1, TAS 202-94 and per ASTM 1• 842•-'04 along with marked -up drawings and installation diagram of. ad,Aluntinauh Sliding • Glass Door, prepared by Fenestration Testing Laboratata,..Jnc., 'east Reports • • No.'s FTL-3078, dated 01/10/02, signed and sealed by • Lui's> Figtaca'ldb, P.I.... • FTL-3525 and FTL-3572, dated 09/09/02, both signed atd:sealed by •Joseph C. •: Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04729/04, XTL-3426; • • • dated 04/26/02, FTL-3492, dated 06/20/02, FTL--3493•.'r1$ted Q S%24(02 axd• •; 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 (RER). Jaime D. GasconlP. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, 'Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical 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 •• • ... • • • • • •SS• 1. Statement letter of conformance to and complying with F'BC'5th Editit)n issued by manufacturer, dated 09/02/14, signed and sealed by Minas J. Polio, P. E. • 2. Statement letters of no financial interest, independence, conformance and complying.; • with FBC-2010, issued by manufacture, dated 12/03/12, signer and seal'ecl't yThonms• • • J. Soto, P. E. . . . • .' • (Submitted under previous NOA No. 12-1204.12) ' 3. Laboratory compliance letters for Test Reports No.'s HETI-i1-4269, Lied 05/16,1 ',": HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETf-ail-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-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc:, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascon,T . E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 • • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (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-11-3314, HETI-11-3329, HETI-11-3330, HETI-12--4040, HETI--12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-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. 121204.12) 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) •••• s• 9. Laboratory compliance letters issued by Fenestration Testing LLbt rtory,Ir1e....for Test . • Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, b®h signed aila•sealed bye••:. Joseph C. Chan, P. E. •• • (Submitted under previous NOA No. 02-1126.04) •"" • 10. Laboratory compliance letters issued by Fenestration Testing I,alwratory, Inc, for 'reg..' Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated .04%129/02 44FL-3426; •. • dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3491, 'CIdted 06/24/02 and •. FTL-3516, dated 07/12/02, all signed and sealed by James G.; Worth, P. fi.• •: • (Submitted under previous NOA No. 02-1126.04) • • • • •• ' • ••• • • • G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. E-4 Jaime D. Gascon; P. E. (Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 MULTI -SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE AE1OW SEE BELOW SEE BELOW NOTE /5. I rINOTE }' SEE 5 ' 1 8 UO "�//O o' a o o- a• • -o -0 a• 1 a• •a 0 , 0 LI &r Xr LP or RP-1X 1 D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 1, I 0 O I o L. Y I LI at r 2D/2T - XX or XX-LP or RP-XX or LP-XX-RP 2D/2T 3D/3T - XXX or LP-XXX or RP-XXX 3D/3T 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 20/2T - LP/RP SEE BELOW NOTE #5. 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHANTS. 2) REFER TO SHEETS 9, 10 & 1 I OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER'TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16. SEE BELOW NOTE. /5. ,- Left 'Pocket- . ®I y y1 4 �4 0 o -0 o- I -0 - a-T a. .p a• .• O. .0 a. t I 21 a• a. .* .a .0 �I 1 4D/3T - XXXX or 4D/2T •• T LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T - LP (RIGHTPOCKET POCKET OPPPPOSSIITE) 4D/2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTI( 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 R.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS d 2, 5, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. 6, 7, 9, 10, & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC 5th EDITION (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS. ALL MOVING PANES, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS j1 3, 4. 8, 7. 9. 10, & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). 2D/2T - XO 2D/2T - OX 2 DOOR 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 0 1 -0 a• 3D/2T - OXO .{DIES: 1) REFER TO SHEETS 5 OF 14 FER •• • • GLAZING OPTIONS AND DP C .• 2) REFER TO SHEETS 6 & 7 SF 14 • • FOR TYPICAL CROSS-SEOWION DETAILS, 3) REFER TO SHEETS 6 OFIR• • • FOR TYPICAL ANCHORS AND NOTES. •• o- • -0 • • • • 3 & 4 DOOR • 40/2T - OXXO LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. •• • • s • • •_ • • • •• - • • •• • • •• • • • • • • • • •• • • PKODUCPREVISED !s complying with the Florida ®a6dlaBPodoe -14N• • BY• Mler�ln bads Product Com 08.02 8O`1. cif) i 8 I 41 N m E 8 8 s B ai I 01 1 wO0 I I d I I fai �yg�Jd :,' u-i 0Q,:ry N O oi• ; = N • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT Fr./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. CO INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (WITH 8/0 STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 () 8/0 65.0 65.0 65.0 65.0 X X X X XO OX APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) m BULB VINYL-0 /16" HEAT STREN'D CLASS 090 INTERLAYER DuPont SentryGloss by: y El. DuPont OeNamours h Co.. Inc. - 3/16' HEAT STREN'D GLASS z SILICONE SCHNEE-MOREHUD 5731 DOW CORNING 899 00 111.7" © EMCO SPECTRUM 2 o; 4 GLASS TYPE 'A' MAX. D.L.O.: 6/0 X 6/8 = 8/0 X 6/8 = 8/0 X 8/0 = BULB VINYL-0 3/16' HEAT STREN'O GLASS 090 PVB INTERLAYER DuPont Butacite by: E.I. DuPont DeNemours &Co., Inc. 3/18" HEAT STREN'D GLASS NOTFS- 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 32-3/4" 44-3/4" 44-3/4" X 74-3/4" X 74-3/4" X 90-3/4" SIUCONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 11.1�� AL;EMCO SPECTRUM 2 at a! O O 0 98 3/8" MAX. DOOR WIDTH SPACING LWRATION. Anchors not to exceed 10 1/2' 0.C. at Doors smaller than 60' In widen. w q. M rn 01 0 0 O 0 13 1/4" MAX. CLUSTER OF TYP. ANCHORS Cr STILE ENDS HEAD/SILL I t./ I 7/16' LAM. GLASS / D // ,/ // ,/ STEEL REINFORCING AS REOD. SEE CART AT LEFT 0 6" MAX. TYP. HEAD/SILL CORNERS LAMINATED GLASS LARGE MISSILE IMPACT 1 I I 50" MAX. 1l I I 44 3/4" MAX. D.L. OPG. 50" MAX. PANEL WIDTH PANEL WIDTH 2 DOOR - TWO TRACK "X 0" TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL-0 3/16' HEAT STREN'0 GLASS 090 SMFLE% HP Clear or Color Glass Interloyer a_ by. SoWBa, Inc. j,416. t+FItL TR, N'9 GtASI SILICONE • • • • PE 89 2 1 Api • • GLASS TYPE 'B' GLASS 37.13 'CI.'• GLAZING DETAIL$ • • _ • •• • • • • • • • BULB VINYL 17 3/16' HEAT STREN'D GLASS 090 PVB SAFLEX Clear or Color Glass Interlcyer by Solutfa. Inc. y • 3/18" NEAT STREN'D GLASS SILICONE 1 • • SCHNEE-MOREHEAD 5731 DOW CORNING 899 01 • ▪ :I III Ilisli� TREMCO SPECTRUM 2 FAL;1© PRODUCT REVISED • .. escomplytngwith WeFloods • Building Code A • • Acosptonce No 1 • C.• • • • • GLASS•' 7P1 VD' Clam' ' ads Product Control ks 2 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • w z 0 U co Coo m ro M r• doe a t ,- 3 4 M o z on la a. cif) ace 8 0 a I I I I I i • E 8 2 .8 e • 8 s ai gII d C 1' I I I ,`,,,711 tlettty7t ♦� # `; tee ♦ e • pY 1 Z u. p� `J cV 1��r -� CM N 7 ▪ •l N 0 0 O. O DOOR HEIGHT 134' I : MIN. 1 34' (MN. EMBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY W000 BUCK EE IgTES FOR SPACING) 7/16'—LAMINATED GLASS 1" Min. Edge Dist. NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16' or I/8' SILL RISER ADHERED TO SILL WITH SILICONE FULL LENGTH OF UNIT _ .� PRODUCT REVISED • 4 • a co E�reellw Florida • • 1/4' TAPCON or APPROVED EQUAL BY EOM BUDdI V/ l 3/4' FEN EMBED. INTO 32 Hsi Conc. B 6' _No FROM CORNERS I SEE ELEVATION AT SHEET D Non—SNrink Non—Metaltie' 2 OF 14 FOR NAG. SPACING. Croul. at Minimum 5 Nei TYPICAL ANCHORS IN PARS • SEE ELEV. FOR SPAM da Product Cunha METAL TYPICAL ANCHORS IN PARS STRUCTURE SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS ELEV. FOR SPACING Buck Substrate or lure v/ (SC) ily' .55 min. (Tye.) end Iota iww.Fitch ~Ir. 3 4" Min. Edge list. 2. METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS A) STEEL : Fy 36 KSI MIN. ,SEE ELEV. FOR SPACING (STEEL 12 MGMIN. THI5K 1 0.1057 B) ALUMINUM 6063—T5 MIN. (ALUM. 0.078' MIN. THICK) LlLFsT:7 I MPTAL STRUCTURE AT[ACRMP.NT TIRTAIJ N1. AU STEEL W CONTACT WITH ALUM. TO BE PANTED OR PLATED. 3l4' Min. Edge Dist. MWA—DARE COUNTY APPR'O MUWON SEE SEPARATE NOA W000 BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS' SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY Edge Bat. (min.) Concrete ANCHOR OPTIONS BRAD —MIL IAMB Embedment ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 2.85 Kai BUILDER 1/4' — 1 3/4' 4' 3.2 Kai BUROEX — 3/16' 1 3/4' 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK (sin.) Edge Diet Sn Wood ANCHOR OPTIONS BRAD —MIL IAMB Embedment ELCO ULTRACON 1/4' 1/4' 1 1/4' I' .55 SG BUILOEX- 1/4' 1/4' I 1/4' I' .55 SO SILS. (Into 2X) 112 /12 1 1/4' I' .55 SG ORILLFIEX SEL DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy a 36' KSI MIN.) ALUMINUM : 1/B' THK. MIN. (6063-T5 MIN.) • • • • • • • • • • • • • B� IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • INTC'•rAPPROVED MULLIONS (NO SHIM SPACE) • • • • • • • • • • • ice` EDGF TIISTANCF (1/4') INTO CONCRETE AND MASONRY = I' MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDER) (3/16') INTO CONCRETE AND MASONRY 3" MIN. (IIW BUILDEX) /• •• • INTO WORD STRUCTURE - 1' MIN. C;13 O ET STRUCTURE = 3/4' MIN. FMMI16 AND VENT CORNERS AND INSTALLATION SCREWS AT SILL • S!ALED•WITH WHITE/ALUMINUM COLORED SEALANT. I N O O CO a I I I I I Ire S 4s 0 e E 3 S 4 N B 2 4 1S aid I } I ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 3/4. (NIH. ELMED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. Eh I 2DY 111 o0R0!-�. IU-- — WOOD TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 3 Mal N•tol m w..003n METAL STRUCTURE I I/4. (MW. EL6IEQ) 1 /4" MAX. SHIM II At, CTfDICRTRR ATTACHMENT DFTAH I'il• NOTE: I. ALLSTEEL WITH EC 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. ALUUM.. TOOBE PAINTED OR PLATED. (STEEL 12 GA. MIN. THICK = 0.105") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) PANEL WIDTH — — — — SCREENS OPR. — ®NOT REOD. ON 6SEEO /0 6/8 ON 92ES CHART SHEET 2 OF 14 2D/2T — XO (Shown) EXTERIOR DooR WIDTH 2D/2T — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1 /4" SHIM MAX. • • • • PANEL WIDTH • ••• • • • • • • • - •- • • - •• • •• ••• • • TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 2 u) 01 —1 3/4:_ (RN. EN6E). z • • • • • - 18Y P.T. PRODUCT REVISED • • • WOOD BUCK as complying with the Florida • AAA • • =• • BuDdleg Code A4 No :• • • ••• ado Product Contra I 3 6 02 0 0 02 jj0) I I I I a 1 A 0 a 3 s F • 13 3 I I I ••• • • • • ••• • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 040 • • • ••• • • 6 -0 • OXXO 1 -0 . OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL-0 3/16' HEAT STREN'D GLASS 090 PVB INTERLAYER DUPONT BUUCITE Ey: C.I. DuPont, DeNemoun & Co. Inc. 3/16' HEAT STREW() GLASS SLICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 ANPIrPTREMCO SPECTRUM 2 GLASS TYPE 'B' BULB VINYL-0 3/16' HEAT STREW() GLASS .090 INTERUYER 0_ DuPont-SantryGlou by: E.I. DuPont DoNemoura & Co.. Inc. Z m 3/16' HEAT STREN'D GLASS ;n SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 4p,.lROCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. 13" MAX. TYP. AT HEAD/SILL DOOR WIDTH CLUSTER OF 4 ANCHORS AT STILE ENOS 6" MAX. TYP. 6"i HEAD/SILL CORNERS I g K 8; .P M cn 1 50" MAX. 7/16' OVERALL LAM. CLASS /% // 44 3/4" MAX. PANEL WIDTH D.L. OPG. 50" MAX. PANEL WIDTH X NOTFC; STEEL REINFORCING AS REDO. 0 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OZXO" TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' P NoainaWIILTM FT./1N. DOOR HEIGHT FT./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/ 11 . 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 •69.0• • • 6Q.0 60.0 40.7 60.0 56.7 : 60.0 : 68.O • 6 CIO 40.7 60.0 56.7 •fp.0 • •'60.0• • • 62.0 •• • 60 5 • 61.0 • 410.0 • 40.7 60.0 56.7 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 • g0i0• 60. 6 0.0 - 40.7" 60.0 56.7 : 610 81 .0• • :60.0 a60.0 • 40.7 60.0 56.Z • 610 • .600 40.7 60.0 56.! • • 60!0 6090 .•60.0 PRODUCT REVISED mpiyicg wnh lho tlarida Idl LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. c19 80 2 PANEL MAX. D.L.O.: 3/0 X P/8 = 32-3/4" X 74-3/4" 14/0 X*6 = 44-3/4" X 74-3/4" 1 3 iy& =55-3/4" X 74-3/4" 3/410 X•8419 = 32-3/4" X 90-3/4" 4/8 X 8/0 = 44-3/4" X 90-3/4" Vl EC 0 U 01 co 0 m� :3'^oe o B• G = sal 0 yGj W a 0 z 01 h 0 0 CLASS DOORS' 0 0 cn 1 1 1 1 k to Include Multi —Slide door panels w/ or O E s 8 Looft 4g 1 1 z 1 z 5 1 ••• • • • • •••' • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1Y O PANEL HEIGHT 0. O 0 a ( YRLEYB1 3YPEB. ) 0 L TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY WOOD BUCK I 3/4' (16N. EMBED.) 1" Min. Edge. Dist. Edge I 1/4' (MN. BABES) 7/16'-LAMINATED GLASS 1" Min TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR. SPACING SEE ELEV. FOR SPACING II I� • • TYPICAL ANCHORS IN PAIRS pah,IWood yp) EE ELEV. FOR SPACING Buck Substrate or lure •/ (SC) !y- .55 min. (Typ.) !i•.—;; NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS—SECTION 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. '21 MINr ' Nen-Shank, Non-WloDk Grout of M loirnum 5 Kai I/16- or 1/B" SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL •. 1/4' TAPCON or APPROVED EQUAL" BY EOR" V/ I 3/4' MIN. EMBED. INTO 3.2 Kai Conc. B 6' FROM CORNERS t, SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING, TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING DETAILS. x In METAL STRUCTURE it 1. a .1- g a 3/4" Min. MET JCTUP.e ATTAOhnIENT DRTAna NM& 1. ALL STEEL N CONTACT WITH ALUM. TO BE PANTED OR PLATED. 2. METAL STRUCTURES: dge Dist. A) STEEL : Fy - 36 IASI MIN. TIPICAL ANCHORS IN PAIRS (STEEL 12 CA TAN. THICK . 0.105') ,SEE ELEV. FOR SPACING 8) ALUMINUM 6063-T5 MN. (ALUM. 0.076' MIN. THICK) LIb1!.._ 3/4" Min. Edge Dist. MW-DINE COUNTY .APPR'D MU WON SEE SEPARATE NOA PRODUCT REVISED as complying with Florida Building . �/1[]08.02 Acceptance y' V �iL Miami r d•ProdoclCoouol WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min.) ANCHOR OPTIONS HEAD-SDL JAMB Embedment Bilge DLL Concrete ELCO ULTRACON 1/4' l/4' 1 3/4' 1' 2A5 Kai BUILDER 1/4' - I 3/4' 4'- 3.2 Ksi BUILDEX - 3/16' 1 3/4' 3' 3.2 KM ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) Edge DLL Zz Rood ANCHOR OPTIONS HE1D-SILL JAMB Embedment ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4' 1/4' 11/4' I' .55 SG S.M.S. (Into 2X) /12 /12 1 1/4' I' .55 SG 1/4" DRILLFLEX SEI F DRll I MIT SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) II; ALUMINUM 1/8' THK. MIN. (6063—T5 MIN.) (TEE. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N�* �1 • I1( PPROVID MULLIONS (NO SHIM SPACE) • • • • . 111PICFIL RDRF DISTANCE (1/4') INTO CONCRETE AND MASONRY- = 1' MIN. (ELCO ULTRACON) 1' WEEP NOTCH (1/4') INTO CONCRETE AND MASONRY = 4' MIN. (11W BUILDEX) • e/S _ 4._ • • •_ (3/16) INTO CONCRETE AND MASONRY = 3" MIN. (TAW BUILDEX) y • • • • INTO HOOD STRUCTURE = 1' 2 PER P • • • • INTO IMAM SIRUI:URE = 3/4' MIN. • •• • • • • • • FRAME M Air CORNERS AND INSTALLATION SCREWS AT SILL •SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • 3 B. Revised to comply ./ 2014 FBC �g k 1 I IL I TYPICAL ANCHORS N PARS SEE ELEV. FOR SPACING 1/4" SHIM MAX. D.L OPG. PANEL WIDTH SCREENS OPTIONAL OEXTERIOR 4D/2T — OXXO DOOR WIDTH D L. OPG. 1/4" SHIM MAX. s/4_ Fye[D. i D.L OPG. PANEL WIDTH NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. V TYPICAL ANCHORS IN PANS SEE ELEV. FOR SPACING 0 PANEL WIDTH D L. OPG. SCR EEi,J ' ONAL EXTERIOR 3D/2T — OXO DOOR WIDTH • • • •• • • • • • • • • fn� U.L. dPG. PANEL WIDTH 1/4" SHIM 1SY WOOD BOCK • •• • • • • • • • •• MAX. d •• ••. • . .•. . • • ••• .• • • • • • • • • • • ••• • • • • • • •• • • •• • • • • • • • a '- uaa Eu9E0.) iSY WOOD BOCK PR UCT REVISED lying with the Florida Bind Coda o p Mined ado Product Contra a 0 0 rn 2 00 00 03 a I 2 s E 8 s 2 ■ a I z a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I, U O 1 0 .. 1 1 0 ✓ 0 1 -'.0. 0 , ill -0 0. Li al 1 4" a 1 r 7 X-RP or LP-X 1" 1 0 1 1 0 a I 0 4. 4 ,. I -I 4. 4. a. Ian 4" r i XX or XX-RP or LP-XX or RP-XX-LP 1 POCKET WALL SEE NOTE #3. (TYP.) r K, XXX or RP-XXX or LP-XXX m O POCKET WALL SEE NOTE /3 (n'P.)-, _ ----- ___ r Left 'Pocket i - � F 1 , r/'P 0 %"• � a 1 -0 4• I 'd - 0. i 4- 4. a- a- L 1 .4) -'0 .. .. 21 4" 4" "0 .0 1 XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB 17 3/16" HEAT STREW() GLASS .090 PV8 Interloyr Sollex CP-Sollex & Sollex HP by: SOLUTIA. Inc. or 0_ DuPont Butocite by: EL w DuPont DeNemouro & Co. Inc. 3/18' HEAT $TREN'D CUSS ? mN 5N N SILICONE DOW CORNING 899 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4" MAX. TYP. AT HEAD/SILL ( CLUSTER OF 4 ANCHORS AT STILE ENDS 6" MAX. TYP. `HEAD/SILL CORNERS 1 1 I 1 w m a_ I.2r - I // // -•_ %/. OE // Ez C^> STEEL REINFORCING AS RECD. © CD X p // // 5 F2 X C3 DO // C2 ./ // // O ^C= C V V 7/16' OVERALL NAM. GLASS 0 48 3/4" MAX. 43 1/2" MAX. PANEL WIDTH PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" BULB VINYL-0 3/16" HEAT STREW() GLASS .090 P,B INTERLAYER Dupont Butocite or () DuPont-SentryGloss by: EJ. DuPont DeNomours & Co., Inc. 3/16" HEAT STREN'D GLASS SIUCONE DOW CORNING 899 . GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS D.L OPG. 49 1/8" MAX. PANEL WIDTH 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT I I I NOTES- 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. POCKET WALL SEE NOTE #3. CTYP ) \( i J I I 1 1 T 1 i a• m 1 I 1 I 1 r 1 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DP CAPACITY - PSF (2 1/4" SILL)- •DP CAPACITY - PS? (3" SILL) NOMINAL DOOR WIDTH FT./N. SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 • • •,. 68.0 • 56.7 • • 68.0 • • 68.0 • • 68.0 68.0 (*) 68.0 (e) 12/0 (3DR) (W/ 1 STEEL) 8/0 a .56.7 • .8.. • • SIP : 034 S • .- • - 68.0 68.0 12/0 (3S DR) EEL / 2 (W16/0 8/0 a �6.7 . • %8.0 11.56.7. 68.0 • I •68.0 68.0 (")68.0 (") 68.0 (40R) (W/.1_STEEL) 8/0 .! _. 53.3 •-.••_._-_..:._.•••- 60.0 53.3 60.0 _• 60.0 - • 60.0 60.0 _._ 60.0 (16 2 (4CR) STEEL. 8/0 • 4 or • 53.3: ` tj8.0• • • 53.3: •• WO:. :68y • • to 68.0 68.0 68.0 • r'j 2dr/7dr DOORS gEET +78.7 & -78.0 6P wil'Duponl 0.090" SGP Laminate 000 • • • • 0641 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 00411 • • • ••• • • LAMINATED GLASS LARGE MISSILE IMPACT PRODUCTRSVISSD n complyln8 whh the Amide Bonding Code.4A wiz No Mann Dada Pfoduct Comm ci) a s O c A it Cn N I 0 N C z pg4 pn1 F 0 0 CkI c 0 N E 8 2 ii I I ( 1' Min. Edge Dist. FRAME HEIGHT 196' ) PERINETE CAULKING '1 3/4' (MN. DIBED)' TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4'.. TAPCON or APPROVED CORAL BY FOR V/ I 3/4' NIN EMBED. INTO 3.2 Kat Conc. IS 6' FROM CORNERS I SEE ELEVATION AT SHEET 8 OF 14 FOR MAX SPACING. I 3/4' (YIN. Dam) 1/4" MAX. "I— I BY P.T. WOOD BUCK CLEAR SILICONE BEDDING COMPOUND TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2BY Wood Buck Substrate Wood Structure w/ (SG Specific Gravity.. .55 min. MP) (YN. 14, BE0 .) 7/IV-LAMINATED GLASS NOTES: 1) REFER TO SHEET B OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. e: K J W fn � *w to ce 1/B" SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL J to MalSofwp6duDContro N PRODUCT REVISED as aomplyiag with Ow Floods �j��//}q^ Aoseposso No 14592 Maine Coda 1/4' TAPCON or APPROVED EQUAL BY FOR ..— V/ 1 3/4' MIN. EMBED. INTO 32 KM Canc. 2 6' FROM CORNERS I SEE ELEVATION AT SHEET 8 OF 14 FOR MAX SPACING. TYPICAL ANCHORS IN PARS ELEV.SEE FOR SPACING 1161WWW1 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -BILL JAMB Dmbedment Edge Dal Concrete ELCO ULTRACON 1/4' 1/4' I 3/4' I' 2.85 Kai BUILDER 1/4" - I 3/4' 4" 32 Kai BUILDEX - 3/16' 1 3/4" 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIONS HEAD -BILL JAMB Embedment Edge Dal 2x Wood ELCO ULTRACON 1/4' 1/4' 1 1/4' . I' .55 SO BUILDER 1/4' 1/4' 1 1/4' 1' .55 SG S.M.S. (Into 2X) /12 /12 1 I/4' 1" .55 SG 1 /4' DRI Fl�S�FDRI�iN R� INTO METAL STRUCTURES ED I ) STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) rrt.. yd•LCONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S1d1 WW1 APPROVED MULLIONS (NO SHIM SPACE) LE20.dvoGE DISTANC.F (I/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITV/ BUILDEX) (3/16") INTO CONCRETE AND MASONRY = 3' MIN. (11W BUILDER) • • • • • • -INTO•WOOD aTR( IlJRE =-1 MIN. PFA P�• •• INTOoIr(€jp . 6TRIdCTURE = 3/4" MIN. • • • • • VEAA.ANCSe•�,�• • • • • • • • FRAME 4ID IEJ CORNERS AND INSTALLATION SCREWS AT SILL • • • • • • SEALED. WITH WHITE/ALUMINUM COLORED SEALANT. • • • • • TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE METAL STRUCTURE ATTACHMENT DETAILS NOTE: I. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 12 GA. ION. THICK - 0.105") B) ALUMINUM : 6063-T5 MN. (ALUM. 0.078' MIN. THICK) MWAI-DARE COUNTY APPRD MUWON SEE SEPARATE NOA ci) os O F O SLIDING GLASS DOOR a I Y• c• 0 co a I I 8 S 8 8 SI 4 2 m 0 N 3 E 8 E iy 13 qY r 3 I z I I ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/4' NM. EMBED.) (YIN. EMBED) WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS • SCREEN DOOR PANEL (OPTIONAL) WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS CLEAR SILICONE ADHESIVE BEDDING COMPOUND — 7/16'-HS. LAMINATED GLASS CLEAR SILICONE ADHESIVE BEDDING COMPOUND SCREEN DOOR PANEL (OPTIONAL EXTERIOR DOOR WIDTH (142 l/2') 3D/3T — XXX 7/I6'-H.S. LAMINATED GLASS SCREEN DOOR PANEL _ (OPTIONAL CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAPJ MAX. EXTERIOR GRADE PERIMETER CAULKING 1/4" GAP MAX. • •••--•—•••- • • Nw_i •�-GR •/ • • S Tf.RIEbR CAIDA(ONG • • •• • • A. ••• • • • B12 X 2' FIL/PHL-SxS. W/ I 1/4' HIM EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET a9 FOR FASTENER NOTES AND ELEVATION AT SHEET B 8 FIR FUR FASTENER SPACING • 1/4' (MRN. EM ED.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS_ 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 : FOR MAX. ANCHOR SPACINGS. 2 STEEL BARS REDO. ON SIZES AS USTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 STEEL BAR REGD. ON SIZES AS LISTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 H2 X 2' FH/PH1: S.KS. WI 1 1/4' MIN. EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET 09 FOR FASTENER NOTES AND ELEVATION AT SHEET M 8 FOR FOR FASTENER SPACING I •;;: -p1: PRODUCT REVISED ;y complying With Om Florida /y :.IiuDding Coda ♦ — �oe. 02 - A •. 140 7 • (MAIL EBBED, • ... • . . . .. • . • • • • • • • • • . • ••• • • • • . • . • • .. •• • • • •• •• .•• . • • ••• • • -411ad*Prod=Cozoo Dg ID b M � 0 I a°0rc..gM J 2 1La 2 0 0 0 I o 0 m 0 F I k to include MuIU—Slide door N i E a • is C M I z I z I I/4' MAX. SHIM 1 3/4' (WN. ENDED.) TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4' TAPCON or APPROVED EQUAL BY ELIR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. EXTERIOR GRADE PERIMETER CAULKING 1 /4" MAX. SHIM TSAR SRlC17IE-ADRESIVE" BEDDING C@N.OUND —1 TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4• MAX. SHIM DOOR BUCK WIDTH (189 3/4') CLEAR SILICONE ADHESIVE BEDDING COMPOUND NOTE: STEEL BARS REOD. AS LISTED W DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 SCREENS OPTIONAL EXTERIOR TEST DOOR VIDTM (190 5/8') 4D/3T — XXXXP ILLTAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WIN ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 38 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105') B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) _ 1 1/4'� (Yw. FMMED.' 012 X 1 3/4' F.R/PHL SMS V/ I 1/4' MK EMBED. INTO 2X P.T. VOID BUCK ( SEE OPTIONAL. INSTALLATION DETAILS AT SHEET 12 OF 14 ) • FOR POCKET WALLS SEE GENERAL NOTES �; /15 & 16 AT SHEET I OF 14. Ir (EDGE DIST.) POCKET DEPTH NOTES: I) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. • • • • • • • • •• �• •• • • 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. PRODUCT REVISED S complying with 16a Florida ---• 1140dlag Coda •• • SCREEN DOOR�P NELr �Iy U Control • (OPTIONAL) -MI Dodo 0 .Q2. 0 • 0 O SGD-9200 ALUMINUM SLIDING 0 7 O 0 a I I I I N E 3 3 N 8 I g I IN I I • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME 1 3/4" MIN. N.W. 90 ST. EY, FLORIDA 33166 lo. (305) 696-6660 WS AND CLASS DOORS kSS DOOR (L.M.I.) LATION DETAILS ITEM # PART # QTY. DESCRIPTION REMARKS EMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM IKOL 1. FOR ANCHOR TYPES SEE j 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM NOTES AT SHEETS 3, 6. & 2. FOR POCKET WALLS SEE GENERAL •.�' 2 L-9206 1 2 TRACK FRAME SILL 6063-TS ALUMINUM INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS .t. ':• IPI INTERIOR 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM AT 8' O.C. SEE ELEV. 4 ;I 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-TS ALUMINUM FOR SPACING o ..._. ' 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM `—"a==: 0 . z 7 L 9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM rr� (•N ,' I I .�� m s Cal N 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM ma ' 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM AZ, - ,- L2 N,..',1. •- 0 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-TS ALUMINUM W - - x Cf 1 It L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM v.. -a 51‘,1-i------‘_,..,.._ ,0 ® ':;• ^ 0 CZ 12 L 9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM Q ' S EEL TO SA 0 ALUMINU] dATERLUS, POLIO 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SIZES LISTED W/ DP 6DW 14 PWS-016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB I1QB6757DK EXTERIOR .1' TYPICAL ANCHORS D "B°"E 0 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-U IN e c _ :' AT 8" O.C. SEE ELEV. w o o d 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187N.210' (7820-6001-92 1/4. MAX FOR SPACING 4 Fl rd 17 VWS-004 AS REQ'D. BULB VINYL FPVC) 1/4' O.D. SHIM• Ka2 Qi sC 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 1 3/4" MIN. b } 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. DOT. RAIL EMBED. EXTERIOR COI c O) ff 20 FS-003 2 ROLLER ATTACHMENT SCREW AB X 1/2' F.H./PHIL. POCKET DOOR HOOK �{iA al 1 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT' DETAILS }***4o rn 22 FS-042 AS REGD. 'C' TRACK ATTACHMENT SCREW 1110 X 1' SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP Flexible Vinyl PIuljcw.Ine. 6063-T5 ALUMINUM IFPYC1 Ce•.osgion-T.ar• .j o o 0' "2 " a $ 1 3 I 4 s i S w N. ERAZO Ia.A 00/26/12 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW .1. PPVC Black Compound Na720075 0 1110 X 5/8' PH/PHIL» PHYSICAL ASIMNO. &- N 25 AR-020 a INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) Duomeerlhedm•'A'.10see 75 D-2240 E. 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Specific Comity 1.45 D-792 Toads SOmg• P51 1640 D63a ^ 27 AR-024 a INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) Ultima EboP[ioq% 340.0 0636 Mo&Iu(a)100%8eg.6e..PSI 765.0 D67111 44 .it 1 y 28 HC 047 I MORTISE LOCK- HARDWARE- W/ HANDLES LKEEPER Impel Brlliem; -51.0 D-716 - '2. FPYC Compound No. 7267-75 WNW E 29 a 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASTTMN0. I 30 L-9022 a ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM [lsedme'A'. 10 o 75 D8210 Be, n_AAb Las D-792 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM T.ml. Soosa,PS 1640 D6311 Ulfis•e EloePe6a.% 325.0 D6311 - Z 32 SM-5731 a NEUTRAL CURE SILICONE Schnee -Morehead 5731 Mdulu®.00 100%Ekop. PSI 765.0 D-61S 111 '# 33 DC-899 AS REQ'D, NEUTRAL CURE SILICONE Dow Corning 899 Impm Brldaea -30.0 D-746 o: I I 34 a a NEUTRAL CURE SILICONE Tremco Spectres 2 1 it m i 35 HC-045 2 NYLON HOLE ) PVC Se7 :: Is ,�. 36 HC-043 2X PANEL NYLON TOPGGUIDE80' RIGID PVC • a • • • • • • • • • • ,�RIGID OOg "• '''-:' j,.�rr,. 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS • N8 X 1/2' P.H. PHILLIPS • • • • O 4� to U A.. J 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS 910 X 1' P.H. PHILLIPS • • lj:,3 4 0 C?:1acMI QppQ,�� ':Z 39 fS-014 AS READ, INSTALLATION SCREWS •• *12 X 1 3/4' F.H./PHIL. ••• •• • • • •• PRODUCT REVISED aV'' 0e n # .Z �¢'z:: 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. es comFlyia4 with the Florida odeQ ^ ?�'6 ) . CC 41 _ a _ SCREEN PANEL a Accellmxo No qO S.O2 _ • 3°5>l0 c •., ."• �• . . 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 • • • •� • �` . .1 .1 ... • ..i P F 43 a ■ PERIMETER CAULKING OSI POLYSEAMSEAL • • • • • J1i d3M u• • •• • • • • • • .11 44 ■ 1 PRODUCT LABEL a ••• . • • • • • • • • a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1.000 1I I , _j. ice 3 .t is PANEL TOP < CORNER O 0 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 • PH No. (305) 696-8660 7YINUY WINDOWS AND GLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) ERTRUS1ON DEFADS & FRAME AND PANEL CORNER ASSEMBLY DEMOS wear av".".. M."s"` a.""I n`...." L9200-1201 lsa..s 13 07 14 le"aw." A 1 3 625 . r.062 " I .062 I .376 1.218 I---1.594-•1 FRAME HEAD m 3.650 062 1.000 I 1. �00 II -1.687- FRAME JAMB TWO TRACK HEAD AT SHEETS 8. & 9. MULTI -SLIDE 1.594 FRAME HEAD 0 062 II 1.750J 'i'__TFRAME 2.250 -{-.094 I TOP CORNER090�j^r-1687- Ibt- TRACK FRAME I i ,. i ` Idig'.� � &�1I q� / " y r 1. t132 062 k--�� Y 1.5900 I q :LL___.11 559 J INTERIOR i -1.619-- INTERLOCK ., so 1 0 �I I 4.154 FRAME SILL .890 r r.150 -1.619- .390 T. - ti -.062 1.241 li- 2.000 2.798 pp �• PANEL BOTTOM CORNER A. A.Revisotts ess NOA 12-0127.24 & 12-0127.06 & to Include Multi —Slide door panels w/ or w/o pockets and to comply r/ 2010 FOC B. Revised to comply w/ 2014 FOC z. 8 I 1 1 Imo` 4 1.590 1 _ .062- II t.t I I. .062 2.039 .094-I- -1.687 EXTERIOR INTERLOCK O _ i PANEL 890 TOP 0 RAIL - PANEL 1.197 BOTTOM - 0 RAIL FRAME BOTTOM CORNER o 1 z 0 1 s 2.68E 180 �r I .844 2.280 094 1.710 1.617 838 1.044 .062� u • • • • • • ::• PRODUCT REVISED as complying nib do Florida Building Code aa. OZ y _ - _• ••• Gi •.070r • • •• ; • • • • • • • Hif ado l " • • • y la 11! �. F .0 0 55225 * MINE OF .•, "� ?41� ONA%e p\. DATE: APR 1 5 2015 GLASS to STOP 1.842.616 LOCK STILE © ASTRAGAL 1.655 STILE O9 .531 .580 524 .875 3.000 F-,.25G FIXED PANEL 23 CLIP .,25rI -1 1.142 ASTRAGAL RETAINER El .1247 SILL RISER ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L000 5.244 .070 1.500 1.594 .086 FRAME HEAD 500 F—I .090 .062 5.748 FRAME SILL 12 2.250 -r-Lf 1 250 INTERLOCK REINFORCING .500y—y lL.. 1.500 { ASTRAGAL REINFORCING [.500 .953 2.094 A78 I ' 31 Pocket "P' Hook .3751 r �- 1.250 INTERLOCK REINFORCING FRAME TOP CORNER THREE TRACK FRAME FRAME BOTTOM CORNER S. s•• • • • • • • • • •• • •• • • • • • • •• ••• •• — — • ••• • • • • • • • • • • • • • • •• • • ••• • • • • • •• • • ••• • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • E 8 1 i 3ii3tt� M^ I I I I • . • . . • . • . . .... . . .... • • . . . ... .. . ... . . • • • .. . . .. in h flC 6 CC p)1