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HomeMy WebLinkAboutNotice of Acceptance WATERS EDGE SUBDIVI .ION & ` PLAT BOOK 36,PAGE 1 - 1090 LANDSCAPE EAMNI Z�i Uj FD 518'IRC 4 I LB#6905 NQ74'S2'W IQ.QQ aw'Q©Q �: C7 FD 5!8"IRC D.74 52 r 'f38pE:12750 LB#6905 N07452'W 14.66 HEDGE 35= xPAU p �� — =500'— =592(NAl9f 41 PROPOSED I ' 15.48' BENCHMARK 20' PAVER $ �s u' FD PIK NAIL r;<DISK FD 5/8"IRC DR/VEWA Y LOT 11 PCP O5 LB#6905 B PROPOSE© 2 AT POINTOINT OF INTERSECTION 17 g •, SINGLE ELEV=3.89'NAVD 1988 / l ,D ^o FAMIL Y N 4'N/LY!MEW — 4 '0 RESIDENCES fENtx F.F.E.=6.32x`' 15.48' 3 9 J 0, N sus• (NA VD) sr LP 4' o 15.00, 61,2% 3.96'3.83' 3.84'1 W QO � EN7R 10' 8 "� Q-Z x .47, \ r , \ 80 �� ry ` x &0. w 5 44'x Q v O lV �-v \ m V LOT 2 3.77 3.88' FD 5/8"IRC / O (VACANT) \ -f LBO PRA°aSED PIOYX� o �` EMOUPMBW PAD 15.00, \ aEV=r 592(NAW) Ao1 0 0.47' �q 3.90 0 A x 5.06' 0 0 , 70 r N S1D ALK. X / AIR) •O w 5X10 UDUTY \ \ �o ::` N\ ' �s SQ` 3'63 EASEMENT \ ct. .,• �� V ` • 9 4vrA[tDVa ! FD 5/8"IRC E Xju� LOT 3 \ L6905 ;sI?¢, I I (VACANT) as 4.19,X599 Rry ��.', 4.2 ENSIING MEW" LOT 12 \ OCCUPIED FD P/K NAIL r;<DISK 4 \ 1&U� F.F E V=7.79NGVD) PCP LB#6905 \ m � n j * LEGAL DESCRIPTION: Curve Table I LOT 11,TARPON FLATS SUBDIVISION,ACCORDING TO THE PLAT THEREOF, CURVE LENGTH RADIUS DELTA CH. BEARING CH.LENGTH AS RECORDED IN PLAT BOOK 69, C1 110.85' 45.00' 141*0606' S19°40'49'E 84.87' I PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA C2 32.03' 25.00' 73°23'53" S14°11'17'W 29.88' Line Table GRAPHIC SCALE j - LINE LENGTH BEARING j I 30 0 15 30 ' I I I I L1 680.04' N22*30'39"W ( IN FEET ) BUILDING SETBACKS (B58): North 1 inch = 30 ft• FRONT — 25' REAR — 15' MIN. MIAMOME MlAM>-DaDE couNrx,FLORIDA i o® 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.Qov/economv Lawson;Industries,Inc. �8501 NW 90"'Street I ' Medley;FL 33166 $COPEC This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section,;to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the;AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right j 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. i DESCRIPTION: Series"SDG-9200"Aluminum Sliding Glass Door(Steel reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C,titled"Series SG6-9200 Aluminum Sliding Glass Door (LW", sheets 01 through 14 of 14,.prepared by manufacture, dated 09/25/12 and last revised on f J NOV 21,2017, 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 NPACTRATING:Large and Small Missile Impact Resistant 1. See Design Pressure (DP)Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 j sheet 5 and sheet 8. # 2. See;pocket installation detail in sheet 11 and notes#15 and#16 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. 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. TERMWATION 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 &renews.NOA#14-0908.02 and consists of this page 1 and evidence pages E-1,E-2,E--3, E-4 and:E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1212.05 MIAMIMADECOUNWM Expiration Date: February 13,2023 Approval Date: January 257,2018 'l Page 1 Fag COPY Lawson Industries;Inc. ; NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED Evidence submitted in previous files 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 (LMl)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision`B",dated 04115115, 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, BETI-11-3292, dated 10/20111, HETI-11 3274, dated 10/20/11, HETI 11-3329,dated 01/16/12,HETI-12-4040,dated 10/12/12,HETI 12-4051,dated 06/13/12, HETI 12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 12 1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- . 11 3270, dated 05/16/11, HETI--11 3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI 11 3314, dated 10/20/11, 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 120432) j 3. Test reports on: 1 Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 I 2) Large Missile Impact Test per FBC,TAS 201-94 1 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 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) Ishaq L Chanda,P.E. i Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(co.NTEWED) 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 i 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 20294 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i 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— j 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) � f 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 3 D. QUALITY ASSURANCE. 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS l 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their l "Kuraray PVB Glass Interlayer" expiring on 12/11/16. 2. Notice of Acceptance No. 14-0416.11 issued to Kuraray America, Inc. for their 1 "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. 1sha4 I.Chanda,P.E. Product Control Examiner l NOA No.17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 - E-2 l . I Lawson Industries,Inc. 'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. ` MATERIAL CERTIFICATIONS 4. Notice-of Acceptance-.No. 14-0916.10 issued to Kuraray.America, Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 5. Notice of.Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGIas®Interlayer",expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)for their"Saflex CP - Saflez and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 7. 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. 8. 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. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White)&FPVC 7200- 75 (Black),published by Team Plastics.Inc./Bayshore Vinyl Compounds,Inc. G. 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. 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 underprevious NOA No. 12 1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05/16/11, HET--11 3270,dated 05116111,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 1-0/20/11, HETI-11- 3291, dated 01/15/11, HETT-11 3292, dated 10/20/11, BETI-11 3307, dated 10/03/11, _ BETI-11-3313,dated 10/20/11,HETI-11 3314,dated 10/20/11,HETI-11 3329,dated 01/16/12, BETI--11 3330, dated 01/16/12, HETI-124040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12,HETI-124052, 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-124065, 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) j Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11 3270, j HETI-11 3271, HETI-11 3272,BETI-11 3274, BETI-11 3275, HE 11 3291, i 1 HET-11-3292, HETI-11 3307, BETI-11 3313, IIETI-11 3314, BETI-11 3329, BETI-11 3330, HETI-124040, HETI-124041, HETI-124051, I ETI-12-4052, I BETI-12-4053 , HETI 12-4054,IMTI-12-4064 and AETI-12-4065,dated 01/15/13, ' issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- ; Seda,P.E. ' f U,,3e- IsIfaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 i E-3 i Lawson Industries,Inc. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ,1 F. STATEMENTS (CONTDWED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271, HETI-11-3272,HETI-Il 3274, HETI-11-3275, HETI-11=3291, HETI-11-3292, BETI-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-124053 , HETI-124054, BETI 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. C (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 VIT -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 09/09102, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126 04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02,FTL-3425, dated 04/29/02, FTL-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) 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.1, approved on 01/31/13 and I expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No.L9200-1201 Rev C,titled"Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14,prepared by manufacture, dated 09/25/12 and last revised on NOV 21,2017,signed and sealed by Thomas J. Soto,P.E. j Note: This revision consist of editorial changes of FBC 2017(6th Edition)code compliance. B. Test 1. None. Ishaq It Chanda,P.E. Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 i E-4 1 1 Lawson Industries;Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ` C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I.DuPont DeNemours)for the"Sentry Glass®clear&white interlayer",expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America.,Inc.for their"Trosifol Ultraclear,Clear and Color PVB Glass Interlayers",expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6'Edition)and"No financial interest"dated 11/17/17,prepared by the manufacturer,signed and sealed by Thomas J.Sotos,P.E. i G. OTHER 1. This NOA revises&renews#14-0908.02,expiring 02/13/23. i � I i Ishaq I,Chanda,P.E. F Product Control Examiner NOA No.17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-5 (I i i i I SEE BMW DOOR ELEVATIONS i4ITH & WITHOUT POCKETS sEEeEOW SERIES:' SGD-9200 SEE BOD'N SEE BELOW ... "°OFF -F'"°FE"� F -F'"°�'S��m "F OTE�9�� IMPACT SLIDING GLASS DOOR o General Notes: A y s f p a i` .p o- a°-5` i• -0 o- .q 4.. Q.°-, 1.)THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE REQUIREMENTS o e 3 0 •' I Y p• p• OF THE F14MI BUILDING CODE(2014-Sth Ed1U—k 2DI7 81h Edltlon) {� @i .° C G p,j O •p •O O r i INCLUDING THE HIGH VEfACITY HURRICANE ZONE VBIDCITY(B.)AND a o C A ^ O• O• •D pi p• p• •p •p Ki ASTI 1300-04.THIS PRODUCT IS IMPACT RESISTANT.(SHUTTERS NOT REQUIRED) 2.)HOOD BUCKS SNAIL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z y N X-LP or RP Ir 2D/2T - XX Or T Tr 40/3T - XXXX or 4D/2T T RESISTS THE SUPERIMPOSED IDADS IN ACCORDANCE WITH THE REQUIREMENTS i° d XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP OF THE FLORIDA BUILDING CODE k TO BE REVIEWED BY BUILDING OFFICIAL. .7 0 3.)ANCHORS SHOWN ABOVE ARE AS PER UNITS. ANCHORS ON ALL DOOR m 3 a V AS T ARE NOT EXCEED THESE MAXIMUM M SPACINGS ON CENTER(O.CJ AND AS TABULATED ONN SHEETS 2.6,k 8 0l 14. 10 - RP 2p/2T 2D/2T- RP 4.)AN CONOfilON9 N07 DESCRIBED IN THESE DRAWING'S ARE Tp BE Z o RK: FOOKEI SHOWNRaf POST SHOWN4D/3T ENGINEERED ON A SITE SPECIFIC BASIS,UNDER A SEPARATE APPROVAL AND TO } 0 N (an PoCNET O"OSTE) �I (LEFT PoO(D OPPoSOE) BE REVIEWED BY BUILDING OFFICIAL S �j D 6.)A IDAD DURIITHW D ONLY. IN ALLOWABLE STRESS IS USED I1 DESIGN OF +,i C7 LdS'----�-1� ANCHORS IN ttI ROOD OELY. Ff SEE e� 40/2T 6.)DOORS ARE QUALIFIED FOR USE WITH SINGIE GLAZE HS.LAMINATED CTA¢9 D j TYPES TABULATED HEREIN(SEES SHEETS/2,8,k B). ® `� x. o 2D/2T- LP/RP 7J FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS O,4,S.7,9,10. « F SEE BEIDW k 1 1 OF 14. or o NOTE A5. S.)EXT.k TINT.FALSE COLONIAL MUNTINS ARE OPTIONAL k ANT TO BE APPLIED k o £. �'^ f'3 u'/ 4D/2T- LP/RP R/SIILCONE. 1 O aj 9.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND 1 C 0 a•j` ANCHORED(DY OTHERS),PRIOR TO DOOR INSTALLATION.WOOD BUCKS TO BE o O• V• p• a ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. C) i•O •O •O TA 4D/3T- LP lOJ APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED )j CV LEFT POCKET SHOWN PANELS, AIL MOVING PANELS,INCLUDING WITH OR WITHOUT(IH-RH)POCKETS. �d � CI Pa (RI.w POCKET OPPOSITE) ll.j MULLING DOORS Tall OTHER TYPES OF MWB-DADS COUNTY APPROVED 30//3T - %%X PRODUCTS U91NG A UL MI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE `I Y LP-S(X% or RP- ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL TAIL APPLY TO THE ENTIRE MULLED SYSTEM. Tn j 1)REFER TO SHEETS 8 OF 14 12.)FOR METAL ATTACHMENT DBTAWS k N07ffi S86 SIiEE75/S,4.8,T,9.10. EY FOR GtA21NG OPTIONS AND OP CHARTS. 60/2T-LP k ,METAL 14 2)REFER TO SHEE15 9,10 IO 11 OF 14 LFn POCKET SMOSI 13. ALL MET STEEL IN CONTACT TIN ALUMINUM OR OTHER DISSIMILAR MATERIALS 3 FOR TYPICAL MOSS SECTION OETWLS. (Rrt:MT PoCNn OPPOSITE) ) AL/ a o - ^ rLLIfLMJp1{j(( 3)REFER TO SHEETS 9 OF 14 TO BE PAINTED OR PLATED AND BHALL MEET'THE FLORIDA BUIIDINC CODE C FOR TYPICAL ANCHORS AND NOTES. 14.)POCKET DOOR CONFIGURATIONS ARE A3 SHOWN ON SHEET 8 OF 14.REFER A E 4)REELS CONFIGURATIONS ME TO SHEET It OF 14 FOR ADDITIONAL DETAILS. 5)TO POCKET WILLS SEE GENERAL 15J POCKET WALLS ARE NOT PAIR OF THIS APPROVAL 3D/ST LP NOTES/15&18. IBJ POCKET TALUS SHALL BE UNDER SEPARATE APPROVAL AND To BE REVISITED \d ROHr POCI(Ef SHOWN BY THE ENGINEER OF RECORD(BOB). • yy ILEn POCKET OPPoSIIE) - e a g � e � W LAMINATED GLASS ALARGE MISSILE IMPACT' D 000fl5 GLAZED WITH LAMINATED GLASS RATED FOR _ E u LARGE MISSILE IMPACT AND REWIRE NO SHUTTERS. 1 O• • "tTllll"I",, Sh 20/2T- %O 20/2 3D/2r- oxo aD/zr- oxxo p 2 DOOR 3 & 4 DOOR IZ�� z�,;'• ` BOA ilOgS; M°ltA4retM 1. yy � H 1)REFER TO SHEETS 2 OF 14 FOR 1)REFER TO SHEETS 5 OF 14 FOR y 11�m 4� •• N �1 N I y` I FOR GLAZING OPTIC AND OP CHARTS. GLAZING OPTIONS AND OP CHARIS. �4hJ^ Pic!2)REFER TO SHEETS 3 k 4 OF 14 2)REFER TO SHEETS B k,OF 14 PTYdufEYKN� Q�� FOR TYPICAL CROSS- C FOR TYPICAL CROSS-SECTION DETAILS. SERON DETAILS. 3)REFER TO SHEETS 3 OF 14 ])REFER TO SHEETS 8 OF l4 ,,�,,,,yIFII, IPAtAt 0 FOR TYPICAL ANCHORS AND NOTES. FOR TPICAL ANCHORS ANO NOTES. ' I DESIGN LOAD CAPACITY- PSF(STD. 2 1/4e SILL) 98 3/8•MAX. NOMNDOOR WIDTH INIDTH OR SAES CLASS TYPE'A' GLASS TYPE'B' CLASS TYPE'C' CLASS TYPE'D' CLIfTER OF o HEIGHT R/w ET,/IN, EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXL(+) INT.(-) 13 1/4'MAX. 5/0 Nano-,Galt tv�c,caa4 ttP• AT GORE ANCHORS '^ •7 6 8 56.7 95.0 55.7 65.0 56.7 85.0 56.7 75.0 HEAD/SILL - h 9 (NO STEEL) / teo I/7'O.c.m Dew+ 6•MAX.ttP. n m h -Doer 11an eD'm M m. i- HEAD/SILL o 3 O a 6/0 A/ I6"1 1 CORNERS o O (NO STEEL) 6/8 Sfi.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 ` q q p (mTM/ALL) 6/8 56.7 85.0 55.7 70.0 55.7 78.8 55.7 68.0 z Y z ! Td/1 a uaix q 0 q e/0 8/0 56.7 65.0 56.7 65.0 x X x x C7 i N (WITH STEEL) 7/I6•LAM.GLASS DESIGN LOAD CAPACITY- PSF (WITH 3" SILL RISER) WIUTH�ODOR SIZES GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'D' FI./IN. FT./1N. E9.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) LNT.(-) EXT.(+) INT. (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 850 75.0 75.0 i n z n o ¢ ® HZ. Pz'Sd (NOfiSTEEL) 6/8. 76.7 95.0 65.0 65.0 75.7 85.0 75.0 75.0 m m a 'T/•1 q a o V� N 8/0 6/8 75.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 (WITH STEEL) STEEL RONFORl1N0 p A5 REDO (WITH 8/0 STEEL) 8/0 65.0 65.0 65.0 65.0 X % % X SEE Cxulr AT tEE'r Q q X BIL o on a t n0>Es F 1)REFER TO SHEETS 3 4:4 OF 14 1 1 1 1 / x FOR TYPICAL SHEETS OF 1iON OETNLS. 44}/q'MAX. i w $ C b Ej 2)REFER TO SHEETS 3 OF 14 D.L OPG. = 'o FOR TYPICAL ANCHORS AND NOTES. 50' a gi 50•MAX. PANEL WIDTH MAX.D.L.O.: LIMINATED GLASS PANEL WIDTH w g E \ 6/0 X 6/8 = 32-3/4'X 74-3/4• LARGE MISSILE IMPACT 2 DOOR - TWO TRACK 8/0 X 6/8 44-3/4"X 74-3/4' "XD" TYPI AI cl NATIQN a APPROVED CONFIGURATIIONS 8/0 X 8/0 44-3/4•X 90-3/4• DOORS GLAZED WITH LAMINATED CLASS RATED FOR TESTED UNIT w g V LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1J g g d ¢ r-6UL6`nm AT -6ULe wm-� �euLe Nm-O -Blne Ylm 17 5 HUT STREN'0 cuss _3/16•NUT WREN'D GLASS 1 -3/16-HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS 1 y . U 090 INTENArER 090 PYB INTERIAYER I 090 S\ETEx 11P I 490 PAS SAID, Sm4yfdov Gt: Trveifvl PYB ei' tl. -C..Y C.hr Gbu I-ICHoye1 y Oevr or Cabr GMea IniMayer r ,Kurmv7 Amccv.Inc. •1. Nvrervy lunvncv.Nc. I. W. EvaLra-'Oo=RI G. r i h'Eevtmon CMm'tvl Co. • =m rJ/16'HUT STREN'D CLASS Z m ]/18'HUT STREN'D frlA55 Z I T3/16-HUT 51REWD GLASS m 1 I J/18'NUT Sm.,.GIAss \\\i1111111t1A SLHNEE-YOREHFAD 5)]I to V l 54iC0NE ) I 540.:ONE N I SIUL'DNE ,A°°°OJ.. ".�• j1�d� 1,,,,. SCH.EE-YOREHFAD S7J1 SCHNEE-uOREHEAD 57]Il SCHNEE-YOREHUO 573L ' g DO.COR-G 499 g i 00W CORMNC 899 ` I OOTI CORNING 699 ` i•OOW CDRMNG 699 gQ 4 d Ut'I TREYCO SPECTRU4 7 N 1RENC0 SPECTRU4 7 N 1 THEUCO SP[CTRUu 7 \V TREUCO SPEGTflU4 7 (MDUCf YEV6t9 a �•' rLL I I w I w I I ID I I' w bdanaw..nr.n.�r �� y I�W]I q I N / Z/z y too �: OA_3- GLASS TYPE'A' GLASS TYPE'B' GGSS TYPE'C' GLASS TYPE'D' dAdAAiAII 1....•\\I�°6Y yF GLAZING DETAILS 1lnl a i I I , • C TYPICAL ANCHORS 4T,,. NRS EICV.7SPAGWG TYPHiLL ANCHDAS w PALRS SPACING TYPICAL ANCHGRS w PAWS SIRUCNsEE TlEV.E'(MsPATJMc'EYOR MIN. ryIAa� O - O o .m IC LIRE A'ITACNYPNT Drum 7�6 13 H 1•Min. 3 4"Min. S'TO BE P OR PLATED. m 3 a ; 'c�571 t .pi O tl DISC 2.METAL SIRUCNRES: Edge rst, ypJAv��� rypXAL µLHGRS w PNRs sTm li CA YIN�TFI�ia=�o.los7 z sg nEN.twL SPIN P a)NwlAvu:eoes-Ts uw. ? q o Nm D.GTe•uw.TIWf) I.I I I. <EE TEs FGR svxWm 22R0N E 9.6.Iml.,. Howl- rn G yy IT I Ptui'[Yam.) SP..i6. -453 m;n.(T.p.J 7 I II /(�) SEERSEPAARAWI[NOAry S I I I I Tna•-Lwrlwrc6 cL4ss ,3]� —1 a 2c NOTES:1)REFER TO SHEET 2 OF 14 \rn J 4'Min. iOR GLAZING OPHONS ANO DP CHARTS. Etlge ISt. Q1 w I I I ( 2)REFERTO SHEET 4 OF 14 j I Ei CG b FOR HOmZONTAI,CROSS-SECTION DETAILS. W000 BUCXS AND 1 STRUCNRES NOT BY UWSON wD. L7 U O I I I J)REFEN TO SHEEP 2 OF 14 MUST SUPPoRT LOADS IMPOSED BY GLAZING SYSTEM AND ImoO FON MAX,ANCHOR SPACINGS. p TRANSFER iNEY TO THE BUEfING SfiNCNRE. F+ gW C TYPICAL ANCHORS: SEE ELEVV,AT SHEET B FOR SPACING ANCHOR TYPB CHAR[IN CONC.or MASONRY .1a. = a R G liIII I I w L7 O DPnaxe RrCIE true aml»em.,,Base oI.E uo.rm a 9qE N ELCO ULTRrCON n ��3-,I a a mo /• 1 /4• `• L 32 N to N fNRDEz - J/16' 1 J/4' ]• J.2 Hai NEE� I rl w n ANCHOR TYPE CHART'IN 2X ROOD BUCK min. tryC.. I III ' I I 1/16 R.1/B" ^N Na ca aPnoxa¢Ao-s u uve am.e Reo 6a2e DYL as IRCa C9 SILL RISER • W BA24iV E1HY T e •';y e G u I ADHERED TO SILL O.00 ULTMCON I/4' 1/4' 1 I/.• 1' .33 SG b I I I I s mTH s1UCoxE �y lLR➢IX V4• r (r 2 2 z z 10 NU.LENGTH OF UNIT 1/4" 1 1/•" ,35 SG •Pt�H IS.M.S.(I 21) /la 1/la 1 1/4• 1' S]SO r 1/4'Op IFI FX ORI IN SCREWS INTO METAL STRMES d a • I d O21 a STEEL:12 GA MIN.(Fy-36 KSI MIN.) 9 Jry ALUMINUM:1/8"THK.MIN.(6063-T5 MIN.) ,Ij111Tt1Irtr /',, 14 ( CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) ;ADD i H3�NAiY 2 n W INTO APPROVED MULLIONS(NO SHIM SPACE) .." W y L7 0• (1/4')INTO CONCRETE AND MASONRY.1"MIN.(ELCO ULTRACON) W '"'' (1/4'J INiO CONCRETE AND MASONRY.4'MIN.(OY!BUILOIX) ��� • •2O 14 .'i (3/16")INTO CONCRETE AND MASONRY.J"MIN.(ITW BUILDEX) 9qDeT�'d.; Q �! .OI9E0.) •4.•• .2C mq,;4 ..eMr- TAPCIW ar aPPRDVEO E1X4L 8Y FOR INTO WOOD STRUCTURE 1'MIN. .' 1 3/ NIH EMBE6 INTO 32 K.I Co—2 6• INTO METAL STRUCTURE 3/4'MIN. S %(� FROM CORNERS L SEE ELEVATION AT SHEET OrnASa r+.'mi..S Ne' 'e­µ��w P' SPACING FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL rrrrylllllt•,a4r,,,, a SEE ELEV.FOR SPACING SEALED WITH WHRE/ALUMINUM COLORED SEALANT. I I I I 1 ' Ij1 I I ' lYP1CA1 ANCNORS IN PNRS ,.y 4 SEE DLV,TOR SPA .i SEE E1AV.MR SPAL4iG - o V 0 5 1/4-MAX. A 1/4-MAX. �•- SHIM SHIM I i In 0 m 7iY .' Nere1.crunr-rrme creeruvvur n.-..N. xaTe: a z o 1.A.L.STEEL IN CONTACT M TN ALUM.TO SE PAINTED OR PLATED. xETAL STRUCTURES A))STEEL:FY-JS KSI UN. a T/2i STROCIDR B)IEEEALU 12 GA.Mw.THICK-0.M51 (ALUM.0.07e MIN.THICK) tz , o = ` NOTES:1)REFER SHEET 2 OF 14 �. CQ 0 FOR GLAZING OPTIONS DP CHARTS. o 2)REFER TOO SHEET J'OF 14 1{ 1YPIGLL M'CHCRS w PAws i0R VERTICAL CROSS-SECTION DETAILS. Z q c SE[DFV.TOR mAONG J)REFER TO SHEET J OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. In 4)REFER TO SHEET 2 OF 14 /4-MAX. © O FOR MAX.ANCHOR SPACINGS. SHIM M 1/4'SHIM 1mICAl ANCHORS IN PA ' =' SE DEV.MR SPRUNG n Q c TT MAX. t6 D.L.OPG. 6 �!7 2."0 WN Is 6 4 e a OR 'D C 12 rstmcrr-fuetullllv�►i1M�� 1 I/.• ] ___— SCREENS OP1L— —— � tM )�.y¢•6S `��''•' •••••,'yjV24 I (ux.OumJ D.L.OPC. � •y a.-.�O O:Lj NOT ROOD.ON I D/.• W .n.�.— �. Bs/D K s/s , PANEL WIDTH � 1Y SEE A B CN SNEEi 2 OF 14 TuN,TYBfD.) Oas P.T. 2D/2T — XO (Show n)E2LZERIOR DT DOOR WIDTH 2D/2T — OX (Reversed) ��i�+AefI1E•'•��L�`{�� ,� 6 I I 11 196 1/4"MAX. 13"MAX.1. DOOR WIDTH -1 gy (( AT HEAD/SILL AT i AC p� 6'MAX.TP. O p���H(HEAD/SILL CORNERS n p S La D: S �qm C, a @�neQ � d 3 N v OXXD I )/IB'OIERALL�.L1A55 0 Z j�ti @ ryJ Nx�s ao C2 1 tR y OXO moms mm 1 <1L= 1 D IGU 3�` nS APPROVED CONFRATION S (roR PANEL STAOK CONFlGURATIONS SEE SHEET 1.) D 3 I o srtn a0rlroarrc Wy p BuW VINYL 1] B G I AS RTpp. , N 3/16'NEAT STKTER cuss O X 1 X O j m MO PYB RRERUYDi T-i Tm W. mVIC America � R SJ18'HEAT sTRA(D CV65 N SRILVNE 44 3/4"MAX. N➢IE£ °1 SO'MAX. sCHNE NFJIEAO 3)31 D.L. OPG. 1)REFER TO SHEETS 6 4 7 OF 14 U coaSPEB BSB PANEL WIDTH 50•MAX FOR ttPICAL CROSS-SEC 14 pETARS, o t m TRDV�si'E[irtuY 2 2)REFER TO SHEETS 6 OF 14 4O PANEL WIDTH FOR TTPICAL ANCHORS AND NOTES. m 4 DOOR - TWO TRACK 'PICA ELEVATION LAMINATED CLASS TESTED UNIT LARGE MISSILE IMPACT n 8 e R GLASS TYPE'R' OOOR$GLAZED WITH LAMINATED GLASS RATED FOR o"�y E pp• gj DESIGN LOAD CAPACITY- PSF lAROE MISSILE IMPACT AND REQUIRE Np SHUTTERS. = S g w GLASS TYPES A'OR'D' _8 BtRB n STANDARD SILL 2-1 4' RISER 1 X PANEL WIDTH E J.09 rIFAT LAYER D cuss NOIBNN. DOOR HEIGHT / 3'RISER osB n+rexurER R./w, 1 4"' EM.(+) INT.(-) EXT. (+) INT.(-) EXT.(+) INT. (-) MaODOCt1iLY® SealryCbp�u wormy Ame.Im use. 2/6 40.7 1 60,0 56.7 60.0 6D;U 60.0 2 Z S i m 3/IV HEAT STREWO Cuss 3/0 40.7 60,0 56.7 60.0 60A 60A 'L"w `��p N snreoNE 6v1�YM.onr 'S F9 SCH,, -MORNEAD 5731 3/6 40.7 60.0 56.7 60.0 60- 60.0 v 7y n TROW RMG 8G8 9 M1/D 6/9 40,J 60.0 56.7 60.0 ti0.0 60.0 N4arardf 0i�� �405••'*•a`��ti7! p - 4p 4/6 40.7 60.0 56.7 60.0 60.0 60,0 q co �O Ol''3yy5 4/11 40.7 50.0 1 56.7 1 60.0 60.0 60.0 PANEL MAX.D,LO.: •Q p' 2/6 40.7 60.0 58.7 60.0 6D.0 60,0 °ion 3/O X 6/B 32-3/4 X 74-3/4' 3/0 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 6/8 44-3/4"%74-3/a' '��C•r'r GLASS TYPE'A' 3/6 6/0 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/6 =55-3/4'% 74-3/4' $ QLAZING O TAU S 4/D 40.7 60.0 56.7 60.0 6D.0 60.0 3/0 X 8/0=32-3/4'%90-3/4' +rrrr�f1t11 T,N��� Z o 4/0 X 6/0-44-3/4-X 90-3/4- I� 1 1 - 11R /NCIOftS M PARS SEE EIEV.FOR SPACING SIX ARCNDIIS w PAW] IYPSO,ANCHORS M PARS METH' 1'MiD. SEE ELLY.iDR SPACING 52 EIEY.TOR SPAFAG 6TRUCNttE og0 Dist. s 3� a c�O (Mx36iT¢a)9/1.6'• 2"MRJ.�. _ �.MIN. -..IYP.• ) (I'myui )' M fe q O o L al gQFzz METAL STR.CTUR. ".. .. e Z f/� �d 1 AM S]ER 1.Wxracr wltx m s a 2 0 19 . 5t 3 4'M5. KUM.TO eE PATINE.OR PLAT Cj o AZ IB 1.YpAL STRUCTURES: \N 1'Min. 11FTJIL,Wp1pRS A Edge Dist. Typ.) EE GUY.MR SPACM TYPK:AL M. MR IN G (STEEL IR;u rs .D.105-) j 'L z O sEE EIEAK FOR sPAclxc e)AIUMDRAI:6o6J-n uM. y Gj ' I I (AIMLL onTe'uM.TwO() V J � a Io IDY wove oval svfi]trola a. N 5 I I n I sPKar vva se. I,ne./(seJ uR1D-DmE OourRr ai fi Id (TINT. 46e'D.) b-3s STE OErru.RAtE Nw i o �°a7 —= I'I I < Ir a )n6•-LAKI.7D GLASS x 4 Ip O U I I NOTES:I)REFER TO SHEET 5 OF 14 w Jo L'Min. V N $ FO GLAZING OPTIONS AND DP CHARTS. BO Is• 4 p] RF 2)REFR ER TO SHEET 7 OF 14 WD00 RUCK]AND PETAL STRUCTURES NOT RY LAWSON MD. x Q F V cx1 0 2 I I 'I FOR HORIZONTAL CROSS-SECTION DETAILS 0 IX 3)REFER TO SHEET 5 OF 14 MUST SUPPORT WADS IMPOSED BY GLAZING SYSTEM MID TA x 2 D1 FOR MAX.ANCHOR SPACINGS. TRANSFER THEM TO TIE RURDMO STRUCTURE J I TYPICAL ANCHORS: SEE ELEV.AT SHEET R FOR SPACING B Y 0 I C c a W gg ANCHOR TYPE CHART IN CONC.oe MASONRY min. c ryg ' I I, 1 w 13 NOR onToxs IDS-sn].]Alm EmA.ameA San DML caArnl. I y m I iI K 4 ELCD ULTRACON 1/a' t/a' I J/a' a4- 1.65 Ka i K- ' RtDLDEY 1/4' 11 KN r 3/16' 1 374' ]' 13.2 Kai :ppDUCfnEVlFg g . •3 I In y N ANCHOR TYPE CHART'HI 2%7TOOD BUCK mIR. 4RaWb1gw1016e Y I I 1 5116R5ER1/R �W NOR OPTIONS HPAD-RpL lAYB&ubeemen TSEFa DhLL wcad 4fo�Na(�121Z =1 98I S N IEREO tA1TH LA IJLO UI.TMCOH 1/4' 1/a' 1 1/a' 1' .55 SG 15NrNM.ate o` I ( ] ClFAA SILICONE a I 10 N EN LL LGTH RURDEK ' 1/4' II OF UNIT SILL I I I S.LLs.(Into]M) 111 1/f1 1 1 1/1' 1' .S9 50 OE I F K e F ORI T IN•SCREWS a a u II INTO METAL STRUCTURES ��b 21 I STEEL:12 GA.MIN.(Fy-36 KSI MIN.) 21 19 J� ALUMINUM:1/8'THK.MIN.(6063-TS MIN.) AIIlIE111 P!]elej ej ' la • H� I I (STEEL S05 5 CONTACT WRH ALUMNUM TO BE PLATED OR PAINTED) 2 `,O5• ,....�.��ry/� n /" 2'•�e INTO APPROVED MULLIONS NO SHIM SPACE) yyM. �� -TUTU TYPI♦ DISTANCE ( H s o COT: O _: •. ..• (1/4-)INTO CONCRETE AND MASONRY-1'MIN.(LLCO ULTRAWN) 2 _ - e (1/41 INTO CONCRETE AND MASONRY-4'MIN.(RW BUODE%) x� t;33 r 1]4• '' • •to 4- •� AT M.END. (3/16')INTO CONCRETE AND MASONRY-3'MIN.VW RUIWE%) ��n7 pay�epyT •a' 2:.MIYA 1/4' YAPNH PRDVED EDUAL RY ODR TYPIGLL ANCHORS INTO WOOD STRUCTURE.1'MIN. Qy •,' S •a TYP. V/1 J/4•RIN.ExKa INTO 32 Kal Cane a 6' � 1 PFA CIID INTO YELL STRUCTURE-3/4'YIN. RC[I' " FRM[DITHERS t SEE ELIYATmN AT SHEET on-Slvinl,Nan-Metallic 5 NR . SPACING SSAIAN TR, I llala15j5 �� TYRGL AICMOHS M PAIRS FRAME AND VENT CORNERS AND INSTALIARON SCREWS AT SILL e Q Iwwt o1 LLnKmvn 5 Kn SEE EIEY.FOR SPAdNG SEALED WITH MITE/ALUMINUM COLORED SEALANT. I 1 1Ci1 t, n 3W w000 u00aaaOD I 3 �� I i�l•Q1 FF ApaAoaTm NrNOq OqO V - - O�oNOZ^ d w I Ii N f I >s oy M I o N 1 I m I 0 I g II m r r � ZD II I _x s �I g o - �I•. P. �� x I 1 A a THONAS r.saT09 PRONA;RORLL ma— n uc./65.5 91' \0 :.•gF.:p�.��� • No 65225 A Rai-"NON 12-plaza 4 12-27.0a j '(�T(�I/1 J�T e501 N.W.90 ST. - -sw.eou. el.. e. L j'Y I�\J ON\7/> PH H..,FLORIDA -B 66 .jr- a e •one 10 c . Rato RiC PH No.(305)696-B660 OFr�a R�,uee to mm . 201T iEc MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DODRS � N.sRAzo "o01.nx SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) N b'� N,�20 TNREE DOOR AND Po01?DOOR HORIZONTAL CROSS SEMONS n NOTES rarnnn�PA} nI01q L9200-1201 Tor 1Y ` i I 189 3/4 TEST DOOR WIDTH w/SINGLE POCKET .+ 'r-- --i k NON-POCKET MAX.WIDTH 191 1/4- ° F -' 13 1/4-MAX.TYP. CLUSTERA ANCKRS 5'MAX.TYP, POCXET WALL '� AT HEAD/SILL AT STILE ENDS i 6"' HEAD/SILL CORNERS (VOTE L}' m h •-�S 9 1n o O o o, I-Er WALL - _ A 4, 1' SEE NOTE 13. ' 1FX-RP or LP-X OrPO E I I I' m I Z„; F-- 1?• w o- a O N A IS ' %X or%%-RP or LP-X%or RP-%%-LP F , 1 I 11 0 is rc r o F71 g I s 1 7/19•D .ALL IAM.cuss sTEa aDNFaacmc a( •0 `��11 e; 6 c CK 1 AS REOD. ,a G o• a• o• N 0 I 1 1' i ma , o C POET wAu o i3! ',° •o •o •o SEE NDTE 1 I I I i i to G N ry 1 X I X 4 1 X ��4' XXX or RP-XXX or LP-XXX a ` 1__ /NOTE S: ! N i m F 43 1/2-MAX. 1)REFER TO SHEETS 9,10&11 OF 14 g 48 3/4-MM. D.L.OPG. 49 1/8-MA%. FOR TYPICAL CROSS-SECTION DETAILS. LI PANEL WIDTH PANEL WIDTH 2)REFER'to SHEETS 9 OF 14 d ttPICPI.ANCHORS AND NOTES. ^ gg a• a• o• o• c 4 DOOR - THREE TRACK 3)FOR POCKET WALLS SFI GENERAL NOTES PANEL MAX.D.1.0.= "XXXX" TYPICAL ELEVATION I16 h 16 AT SHEET 1 OF 14. 3 rg}e �J o• o• •o •o m! 3/0 X 6/8 =31-1/2-X 74-1/4' TESTED UNIT ' 4/0 X 5/8 43-1/2-X 74-1/4' • yy �'g XXX%or RP-XXXX°r LP-%XXX or RP-XXKX-LP DOORS GLAZED WRH LAMINATED CLASS RATED FOR 0 APPROVED CONFIGURATIONS 3/0 X 8/0 =31-1/2-X 90-1/4- a a' . 4/0 X 8/0 43-1/2'X 90-1/4- LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. WITH 8c WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY A'PSF A 1TY GILL) S CAPACITY-GLAPSFSS (J'6W.) ILA 19ATED GLASS NOMINAL DOOR SAES CL153 TYPE'A' CLASS TYPE'8' C(A93 TYPE'A' GLASS TYPE'B' LARGE MISSILE IMPACT mw Ywrl-O SLLa-t IT w10TH HSCIAT e 8 E 3/1e-NEAT STRENro av5S 3/16•NEAT STROWO mAss n./w. Fr./iH. E1T.(+) INL(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EYL(+) OJF.(-1 090 Pre Mledayar ° sane.cP-Sane.A Sono HP Aga PRH wTERUTOi 8/0(20R) 8j0 56.7 E8.0 6fi7 60.0 68.0 69.D 69.0 fiS0 6y.EwMon Gemtcol Co. Tmail°I Pl'B or (W/I STEEL) 1 a A d J tryCioe+'T w irosrw PYd W. F r xarc r Ama,ma Inc, 8/0(20R) Kama, Hjo 56.7 68.0 56.7 68.0 68.0 68.0 68.0 60.0 7�aDUCYn1iYt� re••T i m 3'r-HEAT STREMO GLASS?m 3/1 H•HEAT SmENb(BASS (W/2 STEEL) (•) (') DWwWdI°HNIe ,N•+'N,'n F13rr"AAI. ' vucoNE vucONE 12/o(3DR) efa ss.7 fiao 55.7 sa.o - - sa.a 68.0 ja DDN OORNNG 899 • 5 DON COw,,G B99 (W/1 STEEL) eiM'�"Di1e z .''��' \• �'21'� u Aa T2/0(30R) af0 6fi7 66.0 66.7 68.0 69.0 GOD 6S0 68.0 au y;h N ° �+' I l I+ (1/2 STEEL) (•) (.) rr.rae.ra aL�y'? (W/1 S4TEEL) 8/0 S3J 60.0 53.3 no 60 60 0 A fi0A 60A � ''F,•J n 16/0(4DR) 8/0 533 68.0 53.3 68.0 68.0 68.0 68.0 6H.0 '�A •••-"••• Q�� cuss TYPe'A' CLASS TYPe'e' (w/z S EL) 01 A71NG DETAIL G (')2dr/3dr DOORS MEET+757&-7a.0 OP w/ Npont 0.090'SGP Laminate 4A��ItR �T�� Q I • iIj I , uEBLL I"Min. .1 TAPCON or APPROVER ECUAL B•FOR D'C a µ1.S.PUPS Ty SEC ANCHORS W_G STRUCTURE ^ - Eda D'9t V/1]/a•M.ENSE0.INTO LE KA Earc. SEE 4EV.iOR 39UJNO pEy-Iqq SP,bNO I�9 --yl fi 6• a CORNERS l SEE CLEING AT y sl¢Er e a la FOR IVUL SPAciNG. 9 � • • 1 J/•' \ maw t y o• S - Oai+.Inalao.7 Y,I - (MN-FNdED.)-:•'' .d_ 0 rT XTw f' r 3im r'i 9 $ 1 BY P.T. m Z y 11 V®0 FUCK N 'I IYPM.AL µCHM N PARS ••M ^Nltmmg ATTACHMENT OFRAIt_a iB IE 3i�< EE ESEV.MR SPAONG i.ALL SfEF1 W G9NGCf WITH j Q C O Q O•I AIl)Y.TD BE PAWim OA PU1ED. Z !G•S N ( IS 161 woof BNa4 Su4•bxla 2.MET.STRUCTURES, yy BEAR SIL PGUN➢ wood Sl-1—w/(SG) lYPU1 ANCHORS IN PARS A)STEEL:11-]6 K9 YIN ; .4 N •� SxaOc c ly.SS miry SEE EIEV.i'OR S°AC1N6 (STEEL 12 u uIN._CX-0.1.1 (, (!) ) B)AunAUM:6BB]-SE 1D I I I (ALIN.o.we MN,fIOOt) IC`( z 17 —1-00E COUNTY APPRO MUtWH V z I I I I I I (�•� ) � SEE SEPAxATE xpA t/I6•-Lµ WAITED GLASS I I I PrTIT �, < m 4 uS I I 1 �_ mm�DcrnEVTwn o f I �a4Eaa�11)aw � 0 e w j I fflli.TES:1)REFER TO SHEET 8 OF 14 \ AKgh\te NA l 2 Z P j l ] r I I j FOR GLAZING OPTIONS AND DP CHAR O 2) iS. mitY\YYOYTe 2 [] €5E REFER TO SHEETS 10 @ 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT UNOS IMPOSED BY IRATJNC S15fEM AND Cr 3)REFER TO SHEET 8 OF 14 TRANSFER THEM TO THE BUUNG STRUCTURE W FOR MAX.ANCHOR SPACINGS, (�^ TYPICAL ANCHORS: SEE ELEV.AT SHEEP B FOR SPACING L S) = C ANCHOR TYPE CHART IN CONC.or MASONRY TOT.. .••. . o ' i I I I I I ' ga cxOR DlmaxB xuD-BILL]Alm emeedm.n eaE•BML r n.,aa 4 3 n��' 8 I I I _�w w c7 nw ULTRKON 1/4' 1/d• I 3/4• - ( I I W N BU40EX 1/a' - 1 3/a' a' J3 Ntl ry R \9 i I I I I I I I ew o BMLDEX - /ts• 1]H o: • ]• J.2 wI � .i 2 ANCHOR TYPE CHARS IN U IF00D BUCK .I. c SILL R1SEP CBOT OPTIONS IiBAO-61IL IAMB>Smbdman edp➢u ?s food = •• � � � � M I I ADMEH£D WRH "'ytj RCO ULm .. /a' 1' .55 SC S o .2 z Y i I I S F'.SnCIxNE w BV\DEIt t/i I!a' t Im sa y a gg I I I I I I GF UNrc SILL a L s.us.<Inlo a) 02 /Ix 11/0 1• ss SG I I I INTO METAL STRUCTURES .t b o c M STEEL:12 GA.MIN.(Fy.36 KSI MIN.TEEL A MINLIN CONTACT WITHMALUMINUM TO BE PLATED OR PAINTED) $. ••••H�INT0APPROVED MULUONS(NO SHIM SPACE) {•� Ia• CAULKING TlPI 4 t 01 ANGF �a • (1/47 INTO CONCRETE AND MASDNRr.1'MIN.(ELCD ULTRALON) '`•M iSe �... ..,. - •:.la yN•A•. (I/47 INTO CONCRETE AND MASONRY.4'MIN.(ITW BUILDEX) ` (3/16')INTO CONCRETE AND uAsonra-3'MIN.(ITw Bu4DEx) �' b • • S//, • •A• ', - T1pIWµCnOPs INTO WOOD STRUCTURE 1'MIN. y+ 'r�i�'•• .:•I DM EEmW.).0 ' 1;�.•- • •I/a• TµClpl or APPRDVEO Go"L BY CM+ -- •• \ IRS L14'HIN. 6 SE[BELEVAT KAf SNEETe 6• _M TO METAL STRUCTURE=3/4'MIN. ANM B Q M FDP )WL SPACING FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Zp iYPIDI ANCHoRs W vAWs SEALED WITH WHITE/ALUMINUM COLORED SEALANT. SEE L.FOR SPACRIG 1 I f IIi6WT SUSTAII ORMOSED LMDS INR y'•"• q (� i 1/4•GAP MAX. MEW SRICCNE AOHCSIVE DDING CO D )/16--ILS.LAMINATED 0.ASS Q fn o A 1] ) g � 00o E H O1 CLCAR sRIC@E ADHESIVE •' _�.^. (/j .•. 33DONNE 1IlNPOUMD Irl2%2'GH)PHI:SMS.V/ S 2 fn w 1] 1 t/4'M1.EMBED,INTO 2% 2 STEEL BARS RF.OD.UN P.i.VOOD BUG(tSEE SIEEi r9zes AS IN op .'b. ) FOR—TENOR NOTES AND�AIION AT CNAgT W/�PRE�SSUREs • B 1 FOR FASIFHER SPACING B F� SHOMNI ON SNEET B of 14 J 0 r� N 1 S 6 )a • F�. '� a O li e o � B I R "' I STEEL W REDO.ON O 6 ':5. SOIEEM III9t(PAMCL SCREEN➢OOR PAI.RI. -J I'"rl4••]'• • 92F5 AS OSTEO W DP fa. _ ��_ %;•' C3 lWTIDIUL, I0,r10'UU O •y4 �`.'.• OfMT 1V/PRESSORES U fV pa ...1 •.�,u�?[� sHom ON S ET B of 14 ppa �7 00 •.'>'.i.�:;:: E7C1•ER10R :'..f/r.. .•_.•-: E%TERIfIIt fRA6E PERIMETER CADL KII$ (NN.IN—)+ ➢DDR WIDTH(l�2 1/2'> (Md.d➢m.7 � V � L 3D/3T — XXX NOTES:1)REFER TO SHEET R OF 14 N S FOR GLAZING OPTIONS AND OP CHARTS. FS 2)REFER TO SHEET 9 OF 14 GI FOR VERDCAL CROSS-SECRDN DETAILS. o B Y ])REFER TO SHEET 9 OF 14 n C a NOT BY IA mD HIIL IS VS�I INR FOR TYPICAL ANCHORS AND NOTES. V o r R MAT SUSTAIN IMPOSED L 4)REFER TO SHEET B OF 14 7116'-NS.L...YED GLASS 1/4•CAP FOR MAIL ANCHOR SPACINGS. 29 n d 4 BMI SRICWE AUEVE SI MAX. BE001lL COKPOUND � L rfmtlJCT�iVlm] � � €• t�yy 1py� ] ) ,] w( •.12 1 2'FIVPNG r I—MIN ID,ma MID 2% A, U• _ $ y P.T.VOOD BIAS(S SNEET 09 Di3 rM� 3 A Z .5 I FASTENER NOMD RCVATION AT SIEET.B FOR 3(6 C¢r{ 6 li I FDR FASTENER SPACING) 28 2% .r, ..a.`.• ,,`4YTS4•• 3AAAY/ SCREEN D00(PAlEL L`i"Z�• ��� CC?Tto.lAu b EXTERIOR �.- - 1]/�•.:. ➢Get vIOTH 196'1 P[RDEITERCAULKING 1 f/.' 2 ej (NN.deml (m d9m.7 0 2D/2T — XX i I 4 ODER BOCK VIDTH(I89 3/4') fiul.ETt6FD. C "•' V/1 1/4'KIN EKBEa wrD 4 n I R•.O .. I/4•MAX. ( P.T.VODD BOON POCKET FOR POCKET WALLS Noe 3 CJ SHIM DETAILS SEE�PT SHETIDNAL ET IB OF 14� A, Iq SEE GENERAL N01E6 0- V O Al y/4• TAPCTN o-EKBAAMI D ECUAL BY EGA ^� I,'e15HEET 11 OFTI., w y Q /I D/4•KIN Ea INTO-...CAA.. NOM ! Z ! f.., • 6•TR@ NE 1 CORNERS t SEE ELET/A7MN AT LEAF SILICONE ATHUM STEEL OARS REDO.AS Gl SHEET B OF 14 FOR MAX.SPACING SEOOING CUKPOJID l)5}Ep IN DP CNND A/ dj > DJ SHEET 6.TSNOYIN ON !, 16 • .6 14 ]6___I6 6 -- R __ _____ ___ � _______ --------- , �� o BEDDING COxPDUN6 A y C, .a I 16 • I I] F e N � TB a Q� Z Z 6 I ! E. e iAffm A rn •. �� - --- E%TERIIBT 6RAOE O EXTERIOR POCKET BEIRI h C C PERIMETER CAULKING ff e T D/•' TEST BOW WIDTH 0190 9/61 ry X C DRN w6m) 4D/3T — XXXXP �$ - NOTES:1)REFER TO SHEET 8 OF 14 g FOR GLAZING OPTIONS AND OP CHARTS. `y A ttPIGL ANCHORS W PNRS ry S, YNFORGROIMS w PAIRS SFE ElEY.FOR SPAC410 2)FOR V RI SMELT 9 DF T4 n SEE ElEV.FOR SPACwG 1/4'MAX. FOR VERTICAL CROSS-SECTION DETAILS. _ N X �Q 1�4•MAX. SHIM J)REFER TO SHEET 9 OF 14 Q S E $ FOR TMCAL ANCHORS AND NOTES. ry A g f3 1 ___ _ y 4)REFER 7D SHEET B OF 14 9 6 u FOR MAX.ANCHOR SPACINGS e2 Id z D 2.•Y'E .r p M—l F TA_9PRllCTURP ATTACHMENT DEFAL xOIG IAOOUcf Psv11f 11t 4.+�p�.•'•....., h i I.ALL STEEL IN CDNTACT WITH ALUM,TO BE PAINTED OR PLATED. ____ I I: 1 12)Z•L L METAL STRUCTURE z I ACg4o IXA S g `,-�•4/� 4•'d� 1 METAL STFUCTURES __ c%MT4rr 5�. y H O 0:,� 1 •a. �{ A)STEEL. THIC iY Jfi NIC (STEEL 12 OA.1ON, K-0.1051 JO 4It�PWdT •�♦•�� ^ �. C 1 B)ALUMINUM fi06J-TS WN. i (PLUM.D.D78'Vw.1n4C%) ___________________ SCREEN DOOR PANEL AA O[•fSi•91 OOPi1maU i i i i I a — SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4•MIN. ITEM/ PART/ QW. DESCRIPTION REMARKS NOS. EMBED. 1 L-92I1 1 2 TRACK FRAME HEAD 6063-16 ALUMINUM 1.FOR ANCHOR TYPES SEE 1.2 L-9211 1 2 TRACK FRAME HEAD(Multi-Slide) 6063-T6 ALUMINUM NOTES AT SHEETS 3,6,$9. E o� �j 2 FOR POCKEF WALLS SEE GENERAL '�°u 4 2 L-9206 I 2 TRACK FRAME SILL 6063-TS ALUMINUM INTERIOR NOTES/15&16 AT SHEET I of 14.3 L-9212 2 2 TRACK FRAME JAMB 6063-TS ALUMINUM TYPICAL ANCHORS ,°o �': riian 3 O 'o 4 L-9204 I X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM AT 8'O.C. INTERIOR c 2'. ci 0 o e g SEE ELEV. q 5 L-9205 1%PANEL PANEL'B13TTON RAIL 6063-T5 ALUMINUM 6 g FOR SPACING 3 < D, o Jq 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 17 75 P — 7 L-9202 I PANEL INTERIOR 1NTERLEICK 6063-T6 ALUMINUM 'e„ 16 17 z p C •�, 1g z'" 31 min 2 C7 o e L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM u z aY o IO L-9209 AS REO'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM U L-9214 l 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 I 3 TRACK FRAME SILL 6063-TS ALUMINUM .01 17 ( •+ wo g 16 < N rrR 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM o srE(L e4R M.ON tr 4 EXTERIOR 3¢L5 us➢n w/OP 4opa B 14 PVS-016 AS REO'0. BOTTOM RAIL VTS'P ULTRAFAB A0B6757DK ]5 • TYPICAL ANCHORS R YO AOO+E ® , 6 15 PVS-009 AS RED-D. PANEL TOP RAIL VTS'P .187'x.31D'(7830-6001-0 F2 v.•c AT 8•.O.C. j; o, � SEE ELEV. y 16 PVS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.210-(7820-6001-9). FOR SPACING •• F1 �A1 0 7 .1/4•MAX V1 d a 17 VVS-004 AS RE000. BULB VINYL(FPVC) 1/4•D.D. SHIM IS L-9016 2 SELF ADHESIVE PILE PAD 13/16'%1 1/2' 1 3/4'MIN. g OO y� 19 HC-046 2 MVG.PANEL TANDEM ROLLER 2%EA MVG BOT.RAIL EMBED. GN .C, A, 20 FS-003 2 ROLLER ATTACHMENT SCREW K8%1/2' FR/PHIL EXTERIIOR, A; POCKET DOOR HOOK in 21 AR-DOB 2%PANEL PANEL'C'TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 22 FS-042 AS REDD. -C-TRACK ATTACHMENT SCREW 410 X V SHE F.H✓PHIL. 23 L-9W8 1 X ANCHORI FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM cm Im-ra 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW 410%5/8'PH/PHIL. 7• FwcBYdc an4Na rmar6 1 g Y a INTERLOCK STEEL REINFORCEMENT 12'%1 1/4'f36 KSD 25 AR-020 BYSIGL ASRIN6. .n .� Ovampe.Hudxv•A•,IOaa A Dana - z Spaifi Gmiy 1.4f AAS � 26 AR-021 • ASTRAGAL STEEL REINFORCEMENT 1/2'X 1 1/2'(36 KSO rem&See,F0.ps 14w DA3 • R 27 AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8'%V(36 KSb Ou�Fimeni°°x SbA py( yy ' gg g1 Mddm®IOOXHmpd�F9 Mr.p DAB ry d •\� $ 28 HC-047 I MORTISE LOCK HARDWARE V/HANDLES 6 KEEPER �^maa to o-ru s. FPVOWNi¢conpou14Na rzsras RIODUcrax"m A 29 • 1 x Pone! 7/16-Lonlnoted HS.Glass See Glazing DCtaRS 101YSIrAL owtlppleB.l6Ye Redd( 9 E E AsrnnO. ?S $ 30 L-9022 • ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM sp®o- mfan•A•,14� r1 Oaxw L.•y «_1 a1 SpN&Omie 1.4) DA3 A4o79a¢IL 2D 31 L-9215 l POCKET JAMB NOOK 6063-T6 ALUMINUM T�Se3om3m.p9 tbw D43 ppya(yOam ea S S zi Y u 32 SM-5731 • NEUTRAL CURE SILICONE o Schnee-Morehead 5731 mld�Hu0IImpplm"mm T o D1 4(y,..51 C .,'_l_ y• 8 EAE 8 q 33 ➢C-899 AS REO'D. NEUTRAL CURE SILICONE Doe Corning 899 TM' Bddnn -no Ones �nvmdl ly c.0 d 34 NEUTRAL CURE SILICONE Trenco Spectren 2 1 tl •d 35 HC-045 2 NYLON PLUG(.480-HOLE) RIGID PVC 36 SC-043 2%PANEL NYLON TOP GUIDE RiG1D PVC t l;;:c:a•.e.•/ LIS AS REO.O. FRAKE ASSEMBLY SCREWS 4B%1/2'PH.PHILLIPS •'SY.4•'� �ld/Arid AS REO'D. PANEL ASSEMBLY SCREWS KID X V PH PHILLIPS E c e..`;/•*, � AS REOD, INSTALLATION SCREWS 412%1 3/4• F.H./PHIL. AS REO'0. GLAZING SETTING BLOCK SOFT PVC 1/8'x 1/8'x - SCREEN PANELAS REO'D. JOINT SEALANT Schnee-Morehead• PERIMETER CAUI-KING 1 PRODUCT LABEL •a„e(F(lOPP4at o I ' I i r3.625--{ t,00D 1.OL u0 .062 T o 0 0 a 1 a� 4-t,594—I .376 Hoe o O 3.500 Ya FRAME NEAR 0 m g 2 Q 1.218 3 s @ � i t ! JtO'67n 00 • AT SHEETS 8.✓G 9. nwE JAMB Z A LLUITI-SDDE FRPME NFPB W PANEL TOP CORNER a E -II-.12 1.687 FRAMF TOP CORNER a 7F .090y� .094 A z 7 II p� 3 z 2.250 1.132 V o n .ofiz I.s90 TWO TRACK FRAME .559 G q O 150 5 O o_ rn ky j PRAME SILL INTERIOR INTERLOCK Z G f 890 J90 I 1.619 aq ,150.062 1.241 2.000 � 2.78. 1 0 2 8 m 2 (gg 062 d PANEL BOTTOM CORNER .8901- .D94 �$ e • $ PANEL TOP PAIL PANEL BOTTOM RAIL EXTERIDR INTERLOCK rY montU KEW" NNNJJJ ..pbiq.m+kRw1Y 180 2.686--y 844 2.zB0 I N.1 1212.OS z o$9 s x s DB4 FRAME BO17oM CORNER k�L.... .....�.. S 2 1.044 ,062 I 1.617 1.710 616 1.8a2 .•S•,t b'x�a. GLASS STOP tU 5 LOCK SOLE O 1.655 Q S ,531 .580 ASTRAGAL STILES %`'�n O�' ._ .524 .875 3.000 s�a ,�• ° < ° .0701I h1.250 Q .125 —11.142 ® [�—.124J ,''ry77hanl•,/L1LL�,,,, o a1KED PANEL CUP ASTRAGAL RETAINER SILL RISER I I I g 0 O QI P o a L;T Lz J, IL I L j 0 Ll x - TaT H n xl E; g-- L] p lr� now I.9om PROFEMGNIL 8NGMER 2iC•.�t02Y5 *�• =*'t a., tz-izr,2aa 12-o127.06N 5 25 _ 850 N.W.90 ST.L T\ V1 k touaa uwi-sM aao. ,w.. a YEOIEY,FLORIDA SS186 u one to mmhl• 2010 18C PH No.(SO5)695-8660 RMW 1. —pb,. —FOC C.Ra.betl la can 2012 FOC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS H.ERA80 °"ocI.A2 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) TT,,,, II11111aaA, N.ERAZD oLL a u/o1/1r E%1RUST3N DETAILS,REINFORCEMENTS h FRAME CORNER ASSEMBLY DETAILS C aNn ....... ,a..�..,.,r. L9200-1201 i - I + MIAMI. ADE MIArII--DADE COUNTY,FLORIDA d PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street;Room 208 1 BOARD AND CODE ADMINISTRATION DIVISION T(786)31 r 2590 F(786)3I5 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aav/economy j Dawson Industries,Inc. 8501 NW 90`h 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 Mia — 3379 ARtai OW05 APPROVED ®REVISE&RESUBMIT i ®APPROVED Ate--CORRECTED F] REJECTED This review�.only for general conformance with the design concept of the G:eject a;�'uanerat ermpt,'ance vAth the information given in the contract anus:Corrections or comments made on the shop drue-ings during this reviavi do not relleve e contractor from compliance evtth the require- mr-41113 of the plans and specifications.Approval of a specific item shall not inci de a;. m.-i of as assembly of which the Rom is a comporrrt.Can. tractor is rnwnsibie fur.Dimensions to be confirmed and correlated at the job site;Information that pertains solely to the fabrication processes or to the means,methods,techniques, sequences and p-ocedures of construc- tion:coordination of the ivork of all other trades:and for performing all work in a safe and satisfactory manner. I DATE: BY: i i