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HomeMy WebLinkAboutProduct Approval i S .cYi c' N S , i , S - N N it i MIAMI•DADE INIIAMl—DADE col.TNTY o ( PRODUCT CONTROL SECTION DEPARTNIENT Or,REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 SW 26 Street,Room 208 BOARD AND CODE ADI IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mmmiamidade.cov/economy Lawson Industries,Inc. 8501 NW 90 Street !Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rides and regulations govem�ing 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 wh re allowed by the Authority Having Jurisdiction(AHJ)'. This NOA shall not be valid after the expiration date stated below.The Miami-D,ade 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 resetves 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 applic6ble building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ; DESCRIPTION: Series "SH-7700(Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-77001 Single Hung Flange Frame Impact Window", sheets 0l through 05 of 05, dated 05/27/09,with revision"B' dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P_ E., bearing the Mianni-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration (late by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant" :l LABELING: Each unit shall bear a permanent label with the manufacture '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, as 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 tine materials, use, and/or manufacture of the product or process. Misuse of 1this NOA as an endorsement of any product, for sales, advertising or an),other put-poses 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. ;i INSPECTION: A copy of this entire NOA shall be provided to the user', by the manufacturer of its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-4,E-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by y Jaime D. Gascon P.E. � NOA No.14-0908.10 Q—MIAMI-DADECOUNTY i Expiration Date: December 27,2016 Approval Date: November 06,2014 Page i . i 'I ,I i� 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sithniitted'uurlej•pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09 2530A and HETI-09-25308, dated 03/02/09, signed and sealed by Candido F. Font,P. E. (Submitted tinder pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic'Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing, Inc.,all Test Reports No.'s HETI-08-2003 C,HETI-08-2004 A.,HETI-08-2060 A,HET148-2060 B, HET148-2061 A,HETI-08-2061 B,HETI-08-2062 A,HETI-08-2062 B, HETI-08-2063A,HETI-082063B,BETI-08-2064A and HETI-08-2064B, dated 03/15/08, signed and sealed by Candido F. Font,P. E. (Submitted curter NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Nfissile.Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s TTL-2987 and FT", 986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P. E. (Subirutted under previous NOA No. 01-1009.01) Jaime D.Gascon,)?.1J. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: .November 06,2014 L-1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED .i C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P. E. (Subinitted under previous NOA No. 11-0705.09) 1 ; 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas It Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer" dated 04/1 lj%13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastmanj,Chemical Company (MA) for their "Saflex CP — Saflex and Saflex IIP Composite Glass Interlayers with PET-Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealedl!by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized tinder the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-201110, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted uuderprevious NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NIDA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08!0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 11-0705.09) Jaime D.Gascon,P.E. Prodil ct Control Section Supervisor NOA No: 14-0908.10 Expiration Date: December 27,2016 Approval>Date: November 06,201.4 E-2 ill _ II Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTSCOAT ( r INUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI49 2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08 2004 A, HETI-08-2060 A,HETI-08--2060 B,HET"8 2061 A, HETI-08-2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08-206313,HETI-08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P. E. (Subruitted under previous NOA No. 01--0406.08) G. OTHERS 1. Notice of Acceptance No. 12-01.27.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung 'Window — L.M.I. % approved on 03/29/12 and expiring on 12/27/16. I Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014, E-3 18' 53.125 53.125' INSTALLATION ANCHORS- WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS- WINDOW FLANGE FRAME WIDTH fq Ir .. (4)4 MAX.AT FRAME HEAD INSTALLATION ANCHORS, (A)4 MAX.AT FRAME HEAD (D)NONE PER FRAME SILL -- 13 3/4' (A)4 MAX.AT FRAME HEAD IO 15/16' (B)NONE PER FRAME SILL 13 3/4• O Z •,i5§ CC)FRAME JAMBS(SEE SHEET q4) A IMA%,D.C.I (H)NONE PER FRAME SILL MAX,O.C, Al (C)FRAME JAMBS(SEE SHEET N4) f{ IMAX.O.C.I' 6' O MAX, (W FRAME JAMBS(SEE SHEET p4) 6' ) b A a 6.(IAAX.-TYP.0 _ _ 6• C. �— 6'LW(.-TYP.® M ALL CORNERS _ 1� ALL CORNERS ii M I E M x. D.L.O. Wid ALL CORNERS p ii o r v~1<m U w _°43 9/16'-190 10 1/4' ===c== j fY'E==J M_ iI/• `� 9 3/8' ,� oy I - , , o IIS i✓� : i, o II o of MAX.ABOVE '✓� �� o II W u.Fi MAX.ABOVE ,I �i „ }AEETIRG-R E �I „ Z�il O I-q MEETING RAILS i x i ?�"10 3/16' zv _ II -1 Z II o N. ---- I=== - I' -- D g K - '� B ii II D wg` �> in ABOVE _-___}F___ .__rt__�___ Y ___Mari D.L.O.Willth- - 5Rt uj x bC MEETING RAIL Max. .L'0, 146 t'' b$w koro �+' di48 II 1Q� b� °3 a �" z0 GA m� s7 6'MEETING �� '" ' ,�.� B i� ii �� +may u> ii B it s GW.7 E+ I RAIL a n , Fy 5 AT �O a n aj (J" n) ''ti Z h r 4 ao HEFTING y 5 AT V' t•• RAILSW 81/2' ,i •r qm ••' I ,1 / _IIn x 5 9 7/8' --_---__'F_ .__� O q__ '•� � MAX,BELOW I� E 10 3/4' / v E Ch L) MAX,BELOW %' MEETING RAILS ,i ___ a / _ T= ,`h" MEETING RAILS '• p It '` IMAX ➢�ELO lW_ 'i_.f (n �y Y/ I HEE 1NG RAL / 6 z z x II II S 1 i( I N /,I/ / i� ➢ 6 S 6'MAX. 6.MAX.. O CJ d8 - 6 MAX. - I fUI1 z .�W- (/` C' EXT,6 INT.FALSE COLONIAL �' W (+I EXT.6 INT.FALSE COLONIAL 52.125' MUNTINS ARE APPLIED W/ 52.125' W .�'�, p ✓p MUNTINS ARE APPLIED W/ 47.000' W/SILICONE AND ARE F, V/SILICONE AND ARE WINDOW DUCK WIDTH WINDOW BUCK WI➢7H WINDOW BUCK WIDTH 0 AVAILABLE AS OPTIONAL. [-1 U� AVAILABLE AS OPTIONAL, 48" x 78" EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL. LITE ELEVATION • INCLUDES UN-EQUAL LITE AND RADIUS HEAD ] g (LIMITED TO LOADS ON SIIEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) FE General Notes: '7'7 SERIES- 00 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT, (A)a MAXER FRAME HEAD (B)NONE PER FRAME SILL 13 3/4• (SHUTTERS NOT REQUIRED) (C)FRAME JAMBS(SEE SNEET N4) A (`MAX.O.C.. ' o 2.) WOOD BUCKS SHALL HE INSTALLED AND ANCHORED SO THAT THE BUILDING Q MAX. v oCi �m RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTSTYPICAL AT -- 6 0 OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6' L CORNERSI A a s a 3.) ANCHORS SHOWN ABMax. D.L.O. Width ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES � -;'48 Il�lq� � ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C,) AND AS TABULATED //f, 8 ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE (" 9 5/D' -__=__} - fri=== 3 0 0 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND bhHA%,ABOVE TO BE REVIEWED BY BUILDING OFFICIAL. 4� 4 1RG-RAIL �� ;; o II D •y .� 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS ;w�1 i i ii B ii z z z TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE b�,t3 AT VLAMINATED_INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET RAIL ,G _ _ — ---— 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS - - -` 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES �I 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3 � �q °O �epeuee 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 5 9'140:qX,BELOW ====iF ( HEFTING RAIL / / O M (5 �OC� ..........••I✓��+'� 10.) WOOD DUCKS IN CONTACT WITH CONCRETE MUST DE PRESSURE TREATED AND ANCHORED ( LCByi (DY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEF, SHEET #2 FOR DETAIL & NOTES) � ' x II m .c• ',•/t'. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 'RODUCTRRVISED � );:q C,'•�v SECTION 11,3.3.3. 6 o DCu,01IlmFlmido _ ,q 7 ; 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 'MAX 01%mliffmco N, L3 f� 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—BADE COUNTY APPROVED C a{f DA.ue �• , .• r WINDOWS USING A MIAMI—DADE COUN'T'Y APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.a INT,FALSE COLONIAL / �(D o7h -• ;/�j BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS.ANE APPLIED w/ 52)25, Iy �� v-•'' '• �, W/SILICONE AND ARE �-��-�'- o • '• / TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL. WINDOW DUCK WIDTH Aian11�3ndcl'1u unComrol� w of/-, "( Ln 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CON'T'ACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO DE (LIMITED TO LOADS ON SHEET 4 OF 6) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. q 1/4' TAPCON W/ 1 1/4' #14 S.M.S.W/ t 1/4• ALL WODD BUCKS ENGINEERED SEPARATELY IN. EMBEDMENT INTO WOOD. ,PT.WOOD BUCKS MIN. EMBEDMENT INTO CONC. LAM NAien GLASS •..: (SEE ELEVATION AT SHEET #1 & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION AT SHEET #1 24 `:`:p h O FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. FOR MAX.FASTENER SPACING) MUST SUSTAIN IMPOSED LOADS SILICONE ABHESIVE p o Z p 1 1/8'MIN. 23 HEHDING C011POUND q 2 �Z --EISG�DI .. L•,' lg t2 INTERIOR 7 20 }/4' TAPCON W/1 1/4' M m y F $ •'v n 19 MIN,EMBEDMENT INTO CON., m �1 �n y: a'•"•�''d', 1 1 41 MIN, `' ° (SEE ELEVATION AT SHEET 01 y< d .r6]' w n'�y;' ;?•' 4y u.Q AEHDEDMENT .a n 4'' FOR MAX.FASTENER SPACING) O CS w z 1 1/4' MIN, 12 I I/4:N o-r z. O ' A r- MBEDh1 NN -_ _ .. .: _:: EMBEDMENT N w x q .a W wn .............................. 9 1 EDGE DISTANCE w p EXTERIOR GRADE - - - - - PERIMETER CAULKING 1 e. L9 O OI 16 i i 19 -t •�. •� o ' SILICONE ADHESIVE EXT. GRADE O EXTERIOR O w p BEDDING COMPOUND CAULK •'` Fy. EXTERIOR GRADE ;):�`;.�,:?••'�`;;'.,=.`•', C CJ o PERIMETER CAULKING U z z LAMINATED GLASS VINBDV FRAME WIDTH �Fi 24 1'MIN. 014 S.M.S.W/1 1/4' 1'BIN. v a Fa MIN.EMBEDMENT INTO woon, WINDOW INSTALLATION NOTES: 7y DGE DISTAN DGE DISTANC z 4 INTERIOR (SEE ELEVATION AT SHEET #t 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, Il$ 1 W z' �y RAILS FOR MAX.FASTENER SPACING) In U RAILS 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE Fi WI~ EXTERIOR EXT. GRADE EXT. GRADE BY WINDOW INSTALLER (TYP.) NNr4 c CAULK I CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO (W-{ 1 1 4'MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK u OEMBEDMENT BY OTHERS (TYR) _ N o 1 = 4 5 O A 1 • WHEN THE GAP BETWEEN THE WINDOW FRAISE AND.THE BUCK OR A W 4 9 UASONRY IS LESS THAN 1/6", SHIMS ARE NOT REQUIRED. ry w 33 q g 13 j ANCHORS NOTE: H 28 I S' ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 8 1 17 I 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., o < I WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR i ,,it�s 19 CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) 40 40 3 3 8 25 2 o 15 - 21 x mI 2a � rc z z I cd 6 28 d g g O 11 14 O 14 a t11f S11If3771 EXTERIOR GRADE I 2l •••I4/t- PERIt7ETER CAULKING J U 2 1/4' MAX. } :`•' F_SHIM IL <•a• a' •` TYP ouN v ct....... • lO.•,' d " 'ROI]UCf IUiVIBGD F t,N' �•,'1 1 '�•� 4: 4:.•.. rs mnplylug wIM the Florida y '':•i °n: )u0fdng Cadc f� ���.. n.. ca.Tr 1�No 6J 9 •''''''/ 'ri A e ° n: EXT. GRADE CAULK 1 it Product Cantrn �O >�; '1"tA) l BY OR 2 BY W /fFr r•t�'•� WOOD DUCK 1i•11• F 6 Ll 8 014 S.M.S.W/ 1 1/4' MIN.EMBEDMENT INTO WOOD. 26 24 11 (SEE ELEVATION AT SHEET NI , FOR NIAX.FASTENER SPACING) 1/4•MAX. INTERIOR 6 6 23 rrr= NO(SPACE•SILICONE OPTIONS•+ MITERTOR FINISHT q '7-' T$� �_h.. DOW CORNING 699 NUT BY LAWSON INWSTRIES,INC. SCHNEE-HOREHEAD 5731 ,.. .y.r;,. .. .. ______________________________ 7RLHC0 SPECTRUM 2 6.600• T'' ----------.._......_.--...-- 21 a� w GLAZING DEPTH -^:4 EXT.GRADE BACK BEDDING 25 N a L' Cs Z p TO BE APPLIED BEHIND O WINDOW FRAME FLANGE BY LAMINATED GLASS COMPOSITION - TYPE 2 2X 2x INSTALLER<TYP.) 5 n O u [TBH 0-1 DPSCR@TIOt! } DETAIL LUIONATB DESCRIPTION I l/e•ANNEALED.GLASS -'''--" 2 0.090•PEASTIC IRIERLAYER SAFLC%/KEEPSAFE JQ Z q By,'SOLUT]A' f O 3 1/8'ANNEALED GLASS I aOfY MWEATHERPROOF OISTURE DARRIE LOCI{ LATCH AND SWEEP OPTIONS 'o a s BY OTHERS(TYP. 0) 1. DOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE W LAMINATED GLASS COMPOSITION - TYPE 3 HBEDHENT __.T._.------------- LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. Z c F 0 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 6T [IHY OIA39 DESCNO'170)7 OSTAII. L11m1ATB DESCRIPlfON %67D _ Vii'.»»»»>i>»>»+», .».,, - FOR USE ON ALL WINDOWS. 'a AINEALED GLASS SENTRYGLAS PLUS )hvhYNi?hYxi`NJhYhYrY/N)aYN 2 0.090'PLASTIC INTERLAYER =__ -=�= Dp'➢UPONi' """"''""�"`<"`Kt`u'«�' �� � EXTERIOR 3. T1Y0 (2) LOCKS ARE REQUIRED PER EACH VENT. � � 3 1/8'ANNEALED GLASS ',r^•'s?i'-.,` '' "` "` U 35 �' t 'Y. �>.ti' ,t%'ti,t! EXT,GRADE PERIMETER 'z �Imo~ t.:•?::•(•• - •L CAULKING NOT BY LAWSON INDUSTRIES', C TO HC APPLIED BY OTHERS LAMINATED GLASS COMPOSITION -TWE 4 C I JAMB <TYP.) m w w TTHH c1A86 DESCRIPTION DEDAN, iAIIO)ATE OBSCHIP'L10N I 1/8'AHHF.AI.F.D GLASS _ STUCCU OVER MCTAL LATH NAILED TO '11 p y N aow -_� HUTM1CITE PVB EXTERIOR GRADE PLYWOOD SHEATHING (Ly�7�� 2 0.090'PLASTIC INTERLAYER.cc: -__. By.'OUPONT' TO BE SPECIFIED BY ARCHITECT OR G.C. d H (q 3 1/8'ANNEALED GLASS na<r (EXTCRIOR FINISH BY OTHERS) 04p, NOT BY LAWSON INDUSTRIES,INC 04 O WOOD FRAME INSTALLATION DETAIL N u LAMINATED GLASS COMP03ITION - TYPE 5 _ W gaE IIIfL GIAS3 DRSCA@170N DBTAD. I.00NATE DSSCRIP[ION ALUMINUM MULLION A C I i/e•HEAT-STRENGHTENED GLASS SEE MULLION APPROVALS FOR 0 12 X 3/4'S.D.S. SEE I.IULUON APPROVALS FOR A w a -__ HUTAMTE PVH I.IULLION TYPE,SIZE AND MAX MULLION TYPE,SIZE AND FOR 2 0.090'PLASTIC INTERLAYER ,I� __-___� LAT HEAD,PHILLIPS. z W By.'DUPONT'•DUPONi• DESIGN PRESSURE LIMITATIONS. DESIGN PRESSURE LIl.IITATIONS. (SEE ELEVATION AND � 3 1/8'HEAT-STRENGHTENED GLASS I a0ro DP TABLES FOR QUANTITY ~ (ALUM.0.079'I.IIN.THICK) INTERIOR NOTE:THE OW OR PRESSURES OF GOVERN AND FASTENER SPACING) 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN NOTE:THE LOWER PRESSURES OF SINGLE SHIM 11 20 HUNG VANDOW OR MULL SHALL GOVERN a q 12 S,D.S.X 1 I/4'L. _- - INTERIOR - .i SEE ELEV.FOR-SPACING ONS 23 r r 'SILICONE OPTIONS', --- - --- _-__ sr ■ 0 4 DOV CORNING 899 -- - -'-- SCHNEE-HUREHEAD 5731 24 0.600'-� TREHCO SPECTRUM 2 NOTE: 3 8 C,E GLAZING DEPTH 1•ALL STEEL IN CONTACT WITH E ° cy a ALULI.TO BE PAINTED OR PLATED. ,3. A INSULATED LAMINATED GLASS COMPOSITION TYPE 6 2.METAL STRUCTURES: •� L -----� l-I= - STEEL:Fy - ITER GLASS➢BSCIUP'TION ®DRTAO, 1.1YlNATE DESCRIPTION (STEEL 18 GA. MIN.THICKKSI A(- 0.048") ' -1__1/8'HEAT-STRENGHTENED GLASS - 1_ .__ - _ - -- -,. .. ---- --- - B)ALUI.IMUl.1 6063-TS/dIN, ;d IN. 2 2 .. /o• =: _ __..- PERIAIEiFR-- __\VIN¢OW-iR_AIAE ... 2 0.090'PLASTIC INTERLAYER ® �/v BurnclTE PVB - EXTERIOR 3 1/8'HEAT-STRENGHTENED GLASS -__----- Bye'DUPONT' SST EXTERIOR T�+ 4 1/4'INSULATED AIR SPACE _ _ EXTERIOR GRADE--//(9 E I PERIMETER CAULKING s 1/e'ANNEALED GLASS a7r T�M•E_M_ULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL \ ;A}I I8-�Sr l, INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ,,P •'•/y•.. y b !� IFEN GLASS DESCRIPTION D��• L11@fATE D65CR[P170N [moi �� 1 1/8'ANNEALED GLASS _ __1 PRODUCT RL'VISED 2 0.090'PLASTIC INTERLAYER _--- _ as Complying}vl0t lite PlorWa .� .V4' SAFLEX PVB 3 1/8'ANNEALED GLASS ...........__= By.'SOLUTIA' Building Calcto 4 1/4'INSULATED AIR SPACE _ _ __ E��PItIn�U01C1 �• �"�' ••',� ��r:'%ri'' 5 1/8'ANNEALED GLASS aa}Y / ! 87A : l~•Y rN^(.s`,,r' MIan�IIi SaJoPcOduclControl�• � GLAZING DETAILS AND _OPTIONS ;: ;`TIT,\:T• i ' o DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITl'(PSF)-EQUAL LITE WINDOWS # +/-Pressures(psf). # +/.Pressures(pso y „ WINDOW Jamb Gla as Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type o O WIDTH HEIGHT Anchors 4 b 6 \ WIDTH HEIGHT Anchors 2 3 4 5 6 7 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 60.0 80.0 60.0 000 26.5 26 80.0 60.0 60.0 80.0 80.0 80.0 ro t E- 37 50.625 60.0 60.0 80.0 r C 6 37 26 80.0 80.0 60.0 80.0 80.0 80.0 rn a a+ � m w 42. 50.625 60.0 80.0 80.0 4 42 26 80.0 80.0 60.0 80.0 80.0 80.0 01, 4 C4 o v 48 50.625 60.0 80.0 80.0 � 0 O ; Z 46 26 80.0 80.0 60.0 80.0 80.0 80.0 o e p 53.125 50.625 60.0 60.0 80.0 �\ 3 LL v y p 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 W 19.125 59 60.0 80.0 80.0 z r 26.5 59 60.0 80.0 80.0 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 z0 A o 37 59 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 N W= , �J E. 42 59 6 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 00 s°• P 48 59 60.0 80.0. 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 a of 53.125 59 60.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 ti o 0 19.125 63 60.0 80.0 _80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 c) r- 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 3 a 37 63 60.0 80.0 80.0 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 U � C 4 42 63 a 60.0 80.0 80.0 , j 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 .F', CgF� 9 48 63 60.0 80.0 80.0 A6// 42 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 z 53.125 63 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 m 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 1 60.0 80.0 80.0 80.0 > o w 26.5 74.25 60.0 80.0 80.0 (�1,',�I 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 1 z to 37 74.25 60.0 80.0 80.0 _ W N w 26.5 59 80.0 90.0 60.0 80.0 80.0 80.0 N W � x 42 74.25 60.0 80.0 80.0 r4 a. 37 59 80.0 80.0 60.0 80.0 80.0 80.0 qq 19.125 78 60.0 80.0 80.0 6 C p z i 42 59 80.0 80.0 60.0 80.0 80.0 80.0 (i w 26.5 78 60.0 80.0 80.0 /�/ < Z` 8 •• 48 59 80.0 80.0 - - - 80.0 37 78 60.0 80.0 80.0 42 76 59.0 79.07g,0 53.125 59 80.0 80.0 - - - 80.0 q� W 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 A DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS ,-• / 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 W " #) +/-Pressures(pso j j / 37 6380.0 90.0 60.0 80.0 80.0 6 80.0 Ill N r� WINDOW Jamb Glass Type Glass Type Glass Type ----------- 42 63 80.0 80.0 60.0 80.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 00.0 - - - 80.0 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 80.0N \ 26.5 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 R "o 37 59 60.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 Y � 4 6 37 74.25 8 80.0 80.0 80.0 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 90.0 8 8 48 59 60.0 80.0 80.0 as 74.25 80.0 80.0 80.0 , o 0 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 80.0 19.125 63 60.0 80.0 80.0 19.125 78 80.0 90.0 60.0 8D.0 80.0 80.0 z z 26.5 78 80.0 90.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 //.; �a m 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 - 80.0 i 6 42 78 79.0 79.0 79.0 ; 42 63 60.0 80.0 80.0 48 78 71.1 71.0 71.0 $i 48 63 60.0 80.0 80.0 APPROVED " 53.125 63 60.0 80.0 80.0 CONFIGURATIONS t`ti� aotbti`�rr 19.125 74.25 60.0 80.0 80.0 UN-EQUAL, LITE 0 ..•'•'^••.:ci'':, 26.5 74.25 60.0 80.0 80.0 �� 37 74.25 8 U. 60.0 80.0 80.0 RODUCI RRVISGD ozy v O 42 74.25 60.0 80.0 80.0 complying in}cuac�w the ttludda W L 53.125 74.25 60.0 80.0 80.0 `xp(m�tOn a0- 9 0C3 19.125 78 60.0 80.0' 80.0 �� � > " 26.5 78 8 60.0 80.0 80.0 fiami Dade Produn Control 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - ERUAL LITE a FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 O O O 1.094—I I ITEM # PART # REQD, DESCRIPTION REMARKS o A (�g�--�� 1 FRAME TOP CORNER I L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM o p Z —062 I 2 L-7802 I FIN FRA14E SILL 6063-T6 ALUMINUM00 Q Q .500 •6623 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 2.265 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM v t0 v d o .078— — 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM moo r/J "IL, t.504 I 6 L-7706 1 VENT BOTT014 (LATCH) RAI 6063-T6 ALUMINUM 3" C w a' N 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z z0 p d L 8 L-7708 AS REQD, GLAZING BEAD ( 3/8' ) 6063-T5 ALU14INUI•I I�w x 94 04 0 (0003-76 ALUMINUM) FRAIAF HEP➢ ra�0_ . Imo.Y UY) ti 9 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS HB X 3/4' P.H. PHILLIPS 0 10 FS-040 AS REQD. INSTALLATION SCREWS H14 X 1 1/4' F.H./PHIL. C7 I FRAME SILL FRAME JAMB o L-7702 L-77031 6069-T6 ALumui1) 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB #3033 w a O (6003-T6 WMNUY) O I`I250--I FRAAIE JAMB 12 PWS-003 AS REQD, FIN SEAL WEATHERSTRIP .187'x,230' a G4 a 13 PWS-005 AS REQD. FIN SEAL WEATHERSTRIP .167'x.350' U =� z z —1.441— 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x310' Zi ,'� pyyy 2437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' H 16 L-7711 AS REQD, GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM Y a 17 L-4204 AS REQ'D, GLAZING BEAD - RADIUS 60637T5 ALUMINUM p�I� o Z 2.643 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) l�d W 14 m J I .500 --� 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) oo •S00 '042 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Bolonce Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 2.713 781' k Q 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL Qr W 23 x AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 VENT INTERLOCK RAIL VET BOTTOM RAIL VENT JAMB RAIL FRAAIF SILL O 24 2 Laminated Glass SEE GLAZING DETAILS t4 rn L-7705 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON (eo63-Te Awulx6u) L-7707 O © (0063-TB AWtwm 16083-T6 AWIMIUM) FRAME BOTTOM CORNER . O 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON � y� 27 x 2 FRA14E SILL FOAM GASKET SELF ADHESIVE 0 O 28 HC-026-1 1 SCREEN FRAME & MESH 3 .� 29 L-7730 1 PRODUCT LABEL ; } •062— MOD I , VENT TOP CORNER 30 3 x A r B 2.062 .062 1.165 g 31 SM-5504 AS REQD, JOINT SEALANT S14-5504 r, 0 —.062 �' 32 x� AS REQD. PERIMETER ACRYLIC CAULK OSI PDLYSEAMSEAL E E � .l VENT JAMB RNL S �L235 '_- _ d m R 5 VENT TOP RAIL VENT SPRING LATCH GLAZING HEAD GLAZING BEAD GLAZING BEAD L-7708 L-7711 L-4204 L-7630 �. ALU w itrrr M-1 .062 (80&7-76 ALUMRIVM) (8083-T6 ALUM= (0003-T6 ALUMNUl( 2'F:�•- ~II~ PRODUCTRBVISBD N !' C) C`•.',: r 0s0 .050 II t as mi lyl B6vlllt thePbtida/' `� o..,::'' �ry �4-{-- w nz _1 .eoe O ' AcccplmtcoNo SCJ• 2i i•; [" i s _ 1I"L Imo'=�11 .391 �Illll uuull11111 � yFNr ROTT01.1 RAIL ls(11 tOn}J6t0 ��U � �'�j�`?' h I- 1� VENT BOTTOM CORNER o —.773— --,773—I _ �.466 � vli6mi Dnde Prodn[I Conlrol'1 a �r�"• •"' .� FRAME & SASH CORNER DETAILS w 7ta= !1t= w F - (6083-T6 ALVMINUM) _ d R �i MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL,SECTION DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RER) 111805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miarnidade. ov/econom Lawson Industries,Inc. 8501 NW 90'h Street Medley,FL 33166 ,I SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by ,Miami-Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves-the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of diel applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/6200 Flange-Frame"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Seri'e's-4200-6200 Flange-Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance numbel•and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has!-been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thereplias 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 automaticall,y,�11 terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and rem01 val of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami7ade County, Florida, and followed by the expiration date may be displayed in advertising literature. I£ 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 userjl by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation-was reviewed by Jaime D. Gascon,P.E: �( a NOA No. 14-0908.18 MIAMt•PA®UP1TY J' '�1 Expiration Date: August 22,2037 Appri val Date: Dece►nber 11,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-previous NOA No. 12-0307.06) 2. Drawing No. L4200=-6200-1201, titled "Series-4200--6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201--94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fn-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda,P. E. (Submitter)un(lerprevious NOA No. 12-0307.06) 2, Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin-fiame fixed window, prepared by Hurricane Engineering & Testing,•Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-092586, dated 07/10/09, HETI-09-2584, dated 07/10/09,HETI-09--2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 12-0307 06) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09; HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared -by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908,18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E--1 3 i Lawson Industries,Inc. 'i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) i 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS,201 94 2) Cyclic Wind Pressure Loading per FBC,,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window;; prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI'-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B,1 dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted trader previous NOA No. 03-0327,11) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202`'iI94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI 01-1193, dated'04/08/02,both signed and sealed by Hector Medina,P. E. (Sitbinitted uitrler previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC; TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin flame fixed window! prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI" 02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina P. E. (Submitted under previous NOA No. 02-070.1.01) j C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previorts NOA No. -12-0307.06) ; 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). • _ li J eft Jaime D. Gascon,P. Product Control Section Supervisor NOA No.14-090818 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129,27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB InterIayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624,02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentiyGlas©Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to. and complying with FBC 5« Edition (2014), issued by manufachirer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter-for Test Reports No.'s HETI-09 2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09 2580, dated 07/10/09, HETI-09--2613, dated 09/04/09,HETI-09 2611, dated 09/04/09,HETI-092585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font,P.E. (Submitted underprevious NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI--11--3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0-30706) G. OTHER$ 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window -- L.M.I.", approved on 05/24/12 and expiring on 08/22/17. i Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No.14-0908,18 Expiration Date: August 22',2017 Approval Date: December 11,2014 E-3 74.000' SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME WIND W WIDTH D.L. DPG. o APPROVED WINDOW ELEVATIONS (L.M.IMPAA 2T Pn e CTI z Do IMAX.TYP, HMj ��C F r�=TIIF AT CORNERS �oWINDOW HEIGHT WINDOW HEIGHT H , ====�F====='. OWINDDV HEIGHT Z i 12' MAX. 4S �ivP, _1 LEGHT. ofNE3 � li ��I o O U vrioTH »LL �3 m i 0 0 o Z d o WINDDV VI➢TH WINDDV V1➢TH O QUARTER-ROUND ELEVATION ,z., C j PRODUCTREVISED ��' O H...__ a _ HALF—ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW 3 v== , Dv wmplyiug whh the NlofldD � W � BuildingCode �f1000y� ii Acceplonco No CJ /LJg 28 5 a o '� II L• Ila DD B Dl � LUErtil LONProducl ConHo y WINDOW HEIGHT EXT.6 INT.FALSE COLONIAL H y 'z, z WINDOW HEIGHT WINDOW HEIGHT TYPICAL ELEVATION HUNTINS ARE APPLIED W/ TESTED UNIT W/ SILICONE AND ARE M b a NOTE: AVAILABLE AS OPTIONAL, CT LINWINDOW MAXIMUM GLASS AREA TESTED APPLIES TO p•�,,N o o WINDOW WIDTH �� GLASS TYPES: E, F, J, K AND L. - SEE `Q 1 CQ Q WINDDV VIUTH 1 W �• HEXAGON TYPICAL ELEVAnON DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT li w R .TAN. AR TYPICAL ELEVATON SQUARE PICTURE WINDOW ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADS COUNTY APPROVED a o 0 SHUTTERS NOT REQUIRED d- General Notes: WINDOW HEIGHT WINDDV HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS ,J'�, — WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE �l M gg L LL�xr, VELOCITY (HVHZ) AND ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. d WIND11 (SHUTTERS NOT REQUIRED) v le—vIDTx -3 2. WOOD DUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING m WINDOW VIDTfI ) FULL ROUND TYPICAL ELEVATION vINDDv vlDrn RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. S RECTANGULAR TYPICAL ELEVATION SQUAREPICTUREWINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES 5 q y ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) 8 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. N VINDOV HEIGHT v[xD� 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND a Sppp WINDOW I EIG11 HEGxt T � FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; LEG HT I (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). S d - - 4l_ - — 0—-- -- - _- _ 8.) WINDOWS WITH GLASS TYPES "B, P R OR G" INSTALLED ABOVE 30[t-IN THE-FIVHZA THE x WIND➢v --vINDaV—v[nni - - �'I:G:"EXTERIOR LITE SHALL BE=TEM E ED'TO COMPLY-WITH THE-SMALL=MISSILE=[MP CT -_- - WIDTH RESISTANCE REQUIREMENTS FBC-2014, Section 2411.3.3.7. LEGGED EYE BROW ELEVATION WINDDV WIDTH ( ) OVAL TWICAL ELEvnnoN 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. OVARTER-ROUND ELEVATION ) FALSE LR WOOD BUCKSINN CONTACT WITH CON RETE MUSTOBEPRESSURETREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) O�•••••• ••�•'l�G�r�s 1 ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 4 a U. I SHAPES AS SHOWN,CAN BE VERIFIED �1 �^ VINDBV HEIGHT 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE 'BY SIDE MULLED UNITS. a BY INSCRIBING PICTURE WINDOW SHAPE •^,� In * I.TlI Dr. VINDOV HEIGH WTHIN A SQUARE OR RECTANGLE, AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLOWABLE LOADS FROM THOSE ; WINDOW LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE `o ��DTH SHAPES.PROVIDED PERIMETER tp FASTENERS ARE AS DESCRIBED HEREIN ENTIRE MULLED SYSTEM. WINDOW WIDTH FOR SIZE AND SPACING. 12.) SEE SHEET y 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS, h'r ••• O,t^e�,n;I OCTAGON TYPICAL ELEVATION 'ELLIPTICAL"TYPICAL EI EVATION 13.) ALI, METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE •'f,,�/!!r rtleu� t��a --- ___ PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. Ll R14 S.M.S.V/1 1/4' 1114 S.M.S.W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. .PT. WOOD BUCKS MIN,EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE ELEVATION AT SHEET 111 '• (SEE ELEVATION AT SHEET Rl FOR MAX,FASTENER SPACING) h ,� rWn FOR MAX.FASTENER SPACING) INTERIOR SILICONE ADHESIVE O O B" SND1 SPACE 1•;INA, B O INTERIOR 11111111 E➢ J q NOT BY LAWSON INDUSTRIES,INC. DG NC IU LAMINATED GLASS 1/4' T PCOM /1 1/4' .- p -------------------- INTERIO EBBING COMPOUND z m 5.::4:?..:'g:•,;.a:,.,•,•.i:,:;..:,' �. ! R + FOR FASTENER SPACING '- A W M ! h MIN.EMBEDMENT INTO CONC. .M rn N °'FOR ELEVATION AT SHEET Rl v~i V A o .__.._...-_..._......_............_...._. EXT. GRADE 1 � FO ) o�� r' CAULK - a m No 14 < W {} 2X 2X Z>:W EXGRADE ACK BEDDING Z p NMBE a 0p[U.]J Pi0 FLANGE 8Y ____ gTVD HE APPLIEED BEHI117I.. FRAI I/B' MIN.WEATHERPROOF INSTALLER(TTP.) '. MOISTURE BARRIEIS I a --- -------- EDGE DTANCE o BY OTHERS(TYP. 10 a O N I I/4'MIN. ________- ii ii '',.•°. .»»)1»»„»,„,„,„, �„», EXT. GRADE EXTERIOR °.•_'a .�7 Cr. dN, rte "^EMIR- ru EXTERIOR CAULK EXTERIOR GRADE "`t`'�)�'`"`'~"• C W t.4 a v$urSm`"�i» rAvS k PERIMETER CAULKING EXT.OR BE PERIMETER H '� p CAULKING NOT BY -WINDOW FRAME WIDTH /� LA BSON INDUSTRIES'. '-] C1 TO HE APPLIED BY OTHERS JAMB J Fl (rrP.) t•MiN. R14 S.RS,W/1 1/4' 1/4' TAPCON W/ 1 1/4' N 0 C7• L.FJCETAL LATH NAILED TO_ BGE DISTAHC MIN.EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC, EXTERIOR GRADE PLYWOOD SHEATMIND (SEE ELEVATION AT SHEET III (SEE ELEVATION AT SHEET NF1 H C CD U TO BE SPECIFIED BY ARCHITECT OR G.C. FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. (EXTERIOR FINISH BY OTHERS) MUST SUSTAIN IMPOSED LOADS W �7 NOT BY LAWSON INDUSTRIES,INC. A O EXT. GRADE i 1 1/9'MIN. E! F CQ > CAULK D �J C ; WOOD FRAME INSTALLATION DETAIL 1 1 4'MIN ;•'e.: < ' :. w I p p EMBEDMENT 1 1 4' HIM. 6" p O !ro`Yt nEMBEDMENT 2 L1 ro LJL`JJ EXTERIOR GRADE ! u 1 PERIMETER CAULKING 6 SILICONE ADHESIVE " u BEDDING COMPOUND o° o FA v 9 10 EXTERIOR INTERIOR a 5 11 � �d WINDOW INSTALLATION NOTES: 1/4' MAX. xSHIM 3 1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. TYP 10 LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 3 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 1 t/4'MIN O 11 �pt4,e41111t►IpB►/ BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EHHEDHENT EXTERIOR GRADE C .........:�� BY OTHERS (TYP.) PERIMETER CAULKING ,a1+•,� • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE �'•N L') tL Y,+•ate' MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. CAULK .+ + n c a .'1 ht �N 0 I DY OR 2 BY '•=.Z 'S•' °. d •z.. C1,. ANCHORS NOTE: WDon BucK PIWD.U!"T VISED + a 1ih (tie ANCHORS TO BE 02 SMS OR WD. SCREWS INTO WOOD, OR ;'�� ° +aa'• d ,1 1/4'MIN.col%Y 8 /�� 0. •' "(•;G`^` 1/4' TAPCONS or, EMBEDMENT APPROVED CONC. FASTENERS INTO CONC., �;i+'. '•4: + °?.Will,.'ode ^ �Q (.JCJ• �°. '�� WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR ”' °'-, •'n x" •--AcceP,!p�Alw In CONC, AT 12. O.C. MAX. WW ' .,4ia1N�alBda PToduDl l'anlry - 6 A I I LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 16" LAMINATED GLASS COMPOSITION - TYPE A SILICONE I - SCHNEE-MOREHEAD SM 5731 ITEM DESCRIPTION DETAIL tq ITEM GLASS DESCRIPTION DETAIL DOW CORNING 899 1 1/8' ANN.GLASS 1/n. .___ 1 1/8' ANNEALED GLASS A/01 1 TREMCD SPECTRUM 2 o p� O 2 0.090' SAFLEX PVB-SOLUTIA ® -.1/4� 2 0.090' BUTACITE PVB-DUPONT •0.090• / -_-- ---- z•' a nl,r .0 F 3 1/8' ANNEALED GLASS re' a01e 3 1/0' ANNEALED GLASS 1 2 0.340' ^ I, n� �C N 4 1/4' INSULATED AIR SPACE 5 Cx) I/8' ANNEALED OR TEMPERED GLASS _ � 5 16 LAMINATED GLASS COMPOSITION - TYPE D e ii iii LAMINATED N o A o -- - ' 0, MONOLITHIC o a.•. q m LAMINATED INSULATED'GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION laDETAIL� u M 1 1/8' HEAT-STRENGHTENED GLASS e• --..... ---_ DETAIL A.090' _ _ -� GLAZING STOP ITEM DESCRIPTION I� 2 0.090' BUTACITE PVH-IIUPONT - w zo q d LT J- CIRCULAR WOWS.1 1/8'ANNEALED GLASS 3/16' =_____� '_1 3 1/8' HEAT-STRENGHTENED GLASS 1 2 E.: v))w x .-„ P. Z N mea B 2 0.090' SAFLEX PVB-SOLUTIA ® 1/4' 3 1/8'ANNEALED GLASS ,re• __=_ _ 3 4 v o - - na,m 13 32' LAMINATED GLASS COMPOSITION — TYPE E LAMINATED LAMINATED p W A m 4 1/4'INSULATED AIR SPACE I '�' _ •-=__=___ ---- --- -- MONOLITHIC MONOLITHIC ¢ Z ITEM GLASS DESCRIPTION II 3 DETAIL da o 5 (x) 3/16'ANNEALED OR TEMPERED GLASS ,L _ � 1 3/16' HEAT-STRENGIITENED GLASS `/0• -,� ------_'_-__-_-' --=----------- W pj .0.090' LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 D.o9D SAFLEX PVD-SDLUTIA I 3/16 _:__:_:._:_.. ----"-"-"-""_--- -"-"-'•--'---"----- ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS 2 0,406 y ti G7 F 1 1/8' HEAT-STRENGHTENED GLASS ,�8. __ ._._ 1� 0.600 0.600• AH1 X999 2 0,090' BUTACITE PVB-DUPONT 7 16' LAMINATED GLASS COMPOSITION - TYPE H o G=, cti ® 1/4" GLAZING DEPTH GLAZING DEPTH 3 1/8'HEAT-STRENGHTENED GLASS �� X10, ITEM GLASS DESCRIPTION 3 DETAIL 4 1/4' INSULATED AIR SPACE `�' -_� 1 3/16' ANNEALED GLASS 3/16' _� 2 f_1 COSI a 5(x) 1/8'ANNEALED OR TEMPERED GLASS .0090' 0.460' H MCI CD 2 0.090' SAFLEX PVB-SOLUTIA _-_--_ -- LAMINAw IY, I 3/16' LAMINATED INSULATED GLASS COMPOSITION TYPE G 3 3/t6' ANNEALED GLASS - `_-� MONOLI 1 'SILICONE OPTIONS'. (i chi O DOW CORNING 899 w d' ITEM DESCRIPTION DETAIL 7 16 LAMINATED GLASS COMPOSITION — TYPE I SCHNEE-MOREHEAD 5731 �] 1 1/8'HEAT-STRENGHTENED GLASS 3/16•:______:_ _2 0,090' BUTACITE PVB-DUPONT _LL ITEM CLASS DESCRIPTION 3 DETAILTREMCD SPECTRUM 2 V1 -___ ____�1 3/16' ANNEALE➢ GLASS .3 1/8'HEAT-STRENGHTENED GLASS ,�t' ==-_=- = "-'-'-'---' � ° - °'J10• 2 0.090' BUTACITE PVB-DUPONT •0.090• 0.460' H 4 1/4'INSULATED AIR SPACE va• "-"-' ==!c_ - 3/16':_:_:_:_:=:_:=:=:_1 GLAZING DEPTH g 5 (x)3/16'ANNEALED OR TEMPERED GLASS 3 3/16' ANNEALED GLASS • m LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/16" LAMINATED GLASS COMPOSITION — TYPE 3 LAMINATED/MONOLITHIC GLASS ITEM DESCRIPTION 1 DETAIL ITEM GLASS DESCRIPTION 3 -DETnIL TYPICAL GLAZING_ DETAIL G � 1 3/16' HEAT-STRENGHTENED GLASS 3/16' __- =1 1 3/16' HEAT-STRENGHTENED GLASS 3/16• _______� a 2 0,090' BUTACITE PVB-DUPONT .1/4' 2 0.090' SGP-DUPONT .0.090• 3/16' •- •_0.460' a a 3 3/16' HEAT-STRENGHTENED GLASS v1 ___- ______� 3 3/16' HEAT-STRENGHTENED GLASS 1 4 1/4' INSULATED AIR SPACE a„6- 5 3/16' TEMPERED GLASS 7 18 LAMINATED GLASS COMPOSITION — TYPE K Notes: ITEM GLASS DESCRIPTION DETAIL 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. _._­ 3/16', d 2. -WINDOWS WITH GLASS TYPES-B, C,-F, OR:G"-INSTALLED - -1- 3/16'HEAT-HEATGLASS _____� _ y -ABOVE-3CFT'IN-THE-HVHZ;THE I:C:-EXTERIOR'LITE`SHALti=-=2=0,090'=BUTACi7E=PVB-DUPON7 _ n , 3%16• __..__._._._ _-- -._ _._. _.__ - _-__,- ___ ___ _ - BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3 3/16' HEAT-STRENGHTENED GLASS RESISTANCE REQUIREMENTS (FDC-2010, Section 2411.3.3.7). 1 01 12 12 3•,t. CJ. .N/. Q. LL•�C..fL< n. - - - SILICONE OPTIONS' N O 01 DOW CORNING 899 -- ---------- M ,n - u C,Z:za.. -___-- SCHNEE-MOREHEAD 5731 ______ ___ L" TREMCD SPECTRUM 2 PRODUcrRCV15GD ` LAMINATED -..-• -.... a9 comPlYinE wish lim131olidaup `% ,. c9 Q;•r ... INSto ULATED LAMINATED A=52tA'J^"`t`^'�0 + •' r•'��,.., -0.600'- INSULATED -0.600”- Acceptnnccho 201, ��•/ � F•'/1 (4�.)�i I GLAZING DEPTH GLAZING DEPTH w ,��1llftt.,1�1� I Dy___ LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL MiamLDauePluauaco,arel A WQA a14a kW4a WNa14d Q?W Na]4Lq�WNW QA Q>_W Nala " WNalQA 9_9 - --?O z S A N O m m ? p 3 N O �IlR1 Q W S N O O xxx xxx x x x m x x x x m x x x x x m m x x x x x m m x x x x m m m p'x m m m.000M.. m m p D m 0 xxxxxxxxxffixxxx1.xxxxxffigxxxxxffi1.xxxxffiffiffixx1.ffiffiffiffiffiffiffi1.ffiffiffi`o�m go IN' x x x x x x m x x x x m x x x x x mm m X x X x x m m X x X x.... mmx x .......... .lpp0 n z 0 O x x m X x m x x m m x x x m m x x x x m m m x x x x mW m m x x m m m m........... m m m m m p p 3 T O 0 c 1.1.1.E;REgas 8;8199's1.E;E;REasE;ffi1.E;ssaa a ERR E;E38as&898 as E;E;R&S8,m y p�p�m rn rn rn p�rn rn p�O�p� r N I x ffi x X ffi x x ffi ffi x x ffi ffi ffi x X k X ffi ffi ffi IN x X�s�s ffi 1.x X2 8 1.1.181 SH ffi ffi ffi 1.2 1.ffi 8 ffi R 1.1.ffi p T S m 1n En _ 1 D xxmxxmxxmmxx mxxx xmmmxxxxmmmxxmmmm Pm mmmmmmmmmmmmm Pm om m -4 V N O tm xxxxx S'xx xffixxx S'S'xxx xRS'S'xxxx-S'ffi xxx,gJ'&'$'ffixffiffiffiffiffiffiffiffiffiffi per= 0 z + r xxxxxffixxxaxxxffiffixxxxRE@IXxxffiffiffixxx 8ffiffix„wffiffiffiffiEgg a9S8 - g 1l � r I I I D d V V A J V V V V W J V V V m V V J V V yJ,V V V V V J V V J V J V J J J J V V V V J V V J V J L D W m J O m W m m m L W m m m J U P m m m m N V m m d m m m m m m m m m d m m m m m m m m m m m m d p P P P P W m P m P P W P P P P U U U U U U U U U U U U U U U U U U U U U mPmm000_1_.00P S U U U U U U U U U U U U U U U U U U U U U P p N L n 8m&&&&m88'838'1.S'&&'mmm1..89389 m1.1.1.1.1.1.1.1.1.mmm1.1.1.1.1.1.1.1.mmm1.or v � n� U NSU U NSU NSU -.0 U N-� Z <v '1 � "dol "nl �� "gym oz R.wm new x o A2 W o F o 2y CT J U pJ p o Z;P a a2 W N N _ o z o m <z +d+lxHXH -r I m mmxxmmmmmmoim mampmmmp D fxii DW v W P v fm com ffixxffiffixxxffigxxxSi8ixx8;ggxxggg$83ffi83ffiffiY6ffi8383om n Z tyino m v tn� ?xbmr�n m � P� nmo n t r•� �� � ^3 mxxmmxxxmmxxxampmxp' o3mmxxmmmmmmmmmmmmmpn l7 v fox m v O � Coz0 o 4� � oC�w ti o x X W d-ld-H-1--1 m mm mP Wmm 01010 0 mmPm mW mm Pm 01.1 m 0 wN O zr$1 L7 E 3 6 G y N y Pn'P'n Pi'i P'n Pi'i P'n 1.fin'�n Pn'fin'fin'P'n Pn'Pn'Pi'i Pn'Pr'i Pi'i�.'ffi�n Pn'ffi'Pn'iii S'�'ii P'n Pn'Qn'fin'Pn'P'n S'p m O �q O 1p Z�w'tnN'mp + fn E,^ 1'__ ffiffiffiffiffiffiffiffiffiffiffi1.ffiffiffiffiffiffiffiffi88883ffi881.1.88$8m83cl m Pt90 o ed cnm m� 0 p•' CA „�,.b ` PPP m Pm Pm P P PPP m WmPm m WmmP PP mm m D eP7 xxdmmxxmmmxxmmmx mmmm nmmmmmmmmmdmmmmmpm ,A O (mA ' Or�O R" Axysxxxxffixxxxffixxx Rsxxxggxx_$S'8''88 a$3 S+E0 1.Q a a0 y f 1 11 7 r[+I C J p ' ll W z xxxggxxxffigxxma2 1N EaSIO1NSi63mmNRM9'maR9 O rI y N O lI r U V V V V g J J J V J V V V V J J J J V V V V V V V V V J J V V L 9 mNmmmN�m mmmmmmmmmmmmmmmmmmmmmmmWPm p D v 0 W WP P W P m m m m m mm P P m m m W P m m P m m Q m m P m m W m m ;r . U t T P...........m mmmmUU- a m P m f T m P P P m(T(T f T(l O V � ffiffiffiffi1.ffiffiffiffiffiffi1.ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffior T$OMd$'.7. SO R.volo,.xwc �� V V 1 V PRQF'ESSIOt3Alil� A.Revised Cate for the 2014 FEC 11L JJ 's♦ 8501 N.W. 90 ST. F% MEDLEY, FLORIDA 33166 lV 225 *y NDUSTRIEs. INC.. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS cc 9 S E 0 N.ExAZD D'`•' 02-21-I2 SERIES-4200-6200- FLANGE FRAME IMPACT FIXED SYINDOjY ♦� •..1 O P'\=000 R "e Ri 08/IB/I4 LAMINATED GLASS DESIGN PRESSURE CHARTS ♦ ,'; {��„� �� N.ERAZO Icn`j i1Al' R.vWn lN.L• Sevl.: poLu!R•Jn.rne NVM,� A¢,u(rp XenNr. BICC Rn4fon/: DATE_-"�"� t- Baa' a L4200-6200-1201 4 OF 5 Fio x i(iV„sus BILL OF MATERIALSrrAr"urc FRAME JAMB FRAME HEAD /• W PHCLS r,S,pro rAOu mSD[to r� ITEM PART � QUANTITY DESCRIPTION MATERIAL REMARKS oNaoc or ravers a � o o a 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - ,•x,_,��w a g Z Q a 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - rn M m 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - ` N¢ q a w 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - l o J O 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - \ F a 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - A ` \p �J Z °1\\� TTAMF SILL er HFAD CI Cl O d p 7 8 X 3 4" 2 CORNER ASSEMBLY SCREWS - P.H. PH LI 0 !!. / / IL PS \ N W 2 q N 8 L-4204 AS REQD. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - FRAME JAM ` \ N n y o 9 VWS-004 AS REQD. GLAZING CASKET SOFT PVC - RECT.OR SQUARE WINDOWS a 10 • AS REQD. GLAZING SILICONE • - ��JJ hPICAL CORNER CONSTRUCT ON CIRCULAR WINDOWS 11 1 PL 75.6020 AS REQD. I GLAZING SETTING BLOCK SOFT PVC 1 1/8" X 1/8" X 2" OR MDER CORNERS q 12 812725H-357 AS REQD. "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O O U o FRAME RADIUS JOINT FRAME END CORNER z WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS ~ 5 SEALANT: o 0 1281 2,613 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED H C4rD SEALANT AND PERIMETER OF GLAZING DEAD WITH CLEAR a a o ' .062 .eso'o4o SILICONE U cq .781 .391 TYP 281 �C d' z .050 TYPOn., L n W .773 FI d �z w °° a 41.509- 2 GLAZING STOP ~ FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUCTRBVISDD os u,nlplyiugwDH l6u PloridO v 310 DuDding Ccdc �Q•^Q m q�041 SEE MULLION APPROVALS FOR.8 •250 MULLION TYPE,SIZE AND MA%.DESIGN PRESSURE LIMRATIONS. icP272 ALUMINUM MULLION I� SEE MULLION APPROVALS FOR ` TYP, .773 I� (ALUM.0,078"MIN.THICK) MULLI01!TYPE,SIZE AND MO. ` ,773 p A % AD, S.D.S. DESIGN PRESSURE LIMITATIONS. NOTE:THF. LOWER PRESSURES Of FLAT HEAD,PHILLIPS. v o 0 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SMALL GOVERN -_____ AT 12'D.C.MAX, INTERIOR NOTE:THE LOWER PRESSURES OF 1/4' MAX, THE WINDOW OR MULL SHALL GOVERN (3/8" & 13/32" GLASS) .DSD 310 9 2050 INTERIOR I - _� SHIM x ti ys .050 _.a 2__.. r ✓1 12 SDS.% 1 1/4'L. - - --TYP.- .050 j TYP. ro a NOTE: 5 684 6 .800 1.ALL STEEL IN CONTACT WITH %.%% ALUM.TO BE PAINTED OR PLATED. C •......•. '+ •• �/�V�•.;;• INSULATED GLAZING STOP INSULATED GLAZING STOP I _ 2.METAL STRUCTURES: V! 7 16" LAMINATED GLASS -- I _..--- y= LL. W 5 16 LAMINATED GLASS / / --- - - I - - ---- ----------- l;. / / I A) STEEL:F 36 KSI MIN. (STEEL 18 CA. MIN.THICK - 0.048') �/ N p TYP-11- - J B)ALUMINUM; 6063-T5 MIN. wr QI ID .80 (ALUM.0.078"MIN.THICK) uLUJ 8 EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME •L EXTERIOR GRADE E2 SEALANT EXTERIOR ,4661 PERIMETER CAULKING I ..... •'"��( I G --=I LAZING STOP (CIRCULAR WOW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL. a P MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) il11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) wwrv.miamidade.gov/economy. Lawson Industries,Inc. 8501 NW 90'h Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations govet7ing the use of construction materials. The documentation submitted has been reviewed and accepted by,Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product and/or the AHJ in areas other than Miami D ade County)reserve Control Section(In Miami-Dade County) n ( h') 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 mateial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expirati n date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant] LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there hA' been no change in the applicable building code negatively affecting the petformance 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. 13-0328.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. .j NOA No. 14-0908.07 MIAMI•DADECOUNTYIiExpiration Date: June 05,2018 Approval Date: May 07,2015 Page 1 i 1 .I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—.Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 11-0202,03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201--94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.1 0-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETl44-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NDA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 03-0219.01) ,Taime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Dale: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE-SUB ' ITTED - i - B. TESTS (CONTINUED) .5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-;x.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,1I TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1!,,TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing 1.French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02 1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) ! C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted underNOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16.1 '11 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. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5t'Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interests! and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted underprevious NOA No. 12-0127.23) Jaime D.Gascon,P.1. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 i 'i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-02 02.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No.10-0128.09) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted rnrder previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. Jaime A Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.07 ExpirationDate: June 05,2018 Approval Date: May 07,2015 E-3 IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS MOTE: 145 vz'Max unit Width Slclel.lte same—.he,specing Swing n7m f DRrG it PART/ REQ➢. DEBCRH'T(ON REI4ARIL9 Poncl Vldth as sW Panel Vldth Al 1 L-901 LII-098 1 FRANC HEAD 6063-T6 ALUMINUM I < 33 13/16' M0.x. ) A C 35 3/16' MOX. 1 2 L-902 LII-097 l FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5- S' BSB' 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM 1n Mag 0 19 5 L-906 L[[-092 2 x panel PANEL TOP 8 BOTTOM RAIL 6063-T6 ALUMINUM - SEE ALTERNATE BOLT—/ 25' PNS AT SHEET 6 L-907 LTi-091 1 x Panel HINGE STILE 6063-T6 ALUMINUM O 3 16 / \ Max, DLO Wldt 7 L-905 Ll[-094 1 x panel LOCK STILE 6063-T6 ALUMINUM J / \ 0 L-909 1_II-095 12 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-i5 ALUMINUM 9 L-911 LII-085 AS REG-D. 1/4 ROUND ALUM,BEAD-7/16' 6063-TS ALUMINUM Y N y o=my C .j/ D / E D /j C2 - -087 1/4 ROUND ALUM.BEAD -3/8' 6063-i5 ALUMINUM / \ /// IO L 912 LII AS REOT /� /- /, / It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-TS ALUMINUM x N=a ^ / //.; // t A y• M (n 12 VVS-001 TP 3286 AS REOT. Bulb Vinyl Vts'p.-Team Plastics,Inc.See Material Composition at Sheet 6 T j s Active Inactive zo= (; 13 PWS-OOI • AS REOD. WTS'P.8 TOP/BOTT.RAILS Schlegel FS-.187'w.X.210'h, X m ,�, No 14 PWS-002 ■ AS REOD. WTS'P.a FRAME HEAD 6 JAMB Schlegel PB-A87'w.X.330'h. a e o =m t'_J % s N S J to 2a 21 0 6 1/2' OD �d 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-TS ALUMINUM c y dead-boltZr s 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM j 3 a S� Sideiite \ / 17 FD-631 LII-086 AS REOD, GLAZING ADAPTER 6063-T6 ALUMINUM IB HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (e TOP 6 BOTTOM OF LOCK STILE) m m 4 �0 //j� 19 FD-621-2 HC-024/025 1 SET DOOR LOCK/DEA➢BOLT SET KVIKSET- Series 6907 CtlHHO I` �a //' lock sse 20 FD-621-2 HC-024/025 1 SET DOOR LOCK/ DEAD BOLT SET SCHLAGE-Series FB350 COMBO Dpl_IDLE SideLite 21 FD-621-2 HC-024/025 I SET DOOR LOCK/DEAD BOLT SET DEFIANT-Series Bal COMBO I ARAITLTOH D 2 3 SE RNATE BOLT 1 3 22 ■ FS-035 AS RE0'D. Frame Install.Screw -Head (See Nates at sheet 4 of 6) 0 ION AT SHEET 23 ■ FS-035 AS REO'D. Frame Install.Screw- Jamb/Sill (See Notes at sheet 4 of 6) ---- ---- -- ---- ------- =I- -------- --- ---- ---- 24 FS-026 8 FRAME ASSEMBLY SCREW #12 X 3/4'PH.-PHI. bot"m 1 25 ■ FS-012 AS RELIT. JAMB ADAPTER SCREW RIO X 3/4'P.H.-PHI. e7 5 B' 5' 26 FD-634 LII-171 AS REOT. 1/4 ROUND ALUM.BEAD-11/16' 6063-TS ALUMINUM 6' 6' 6' 6' 6' 6' 6' 7 27 ■ FS-043 8 GLAZING ADAPT,ATTACH.SCREW 08 X 11/4'FH-PHI. ANCHOR NOTES: 5 3/4- max.o.c. l/4 l/4 3/4 12 3/4' 4 /2 4 1/2' N I, /4 3/' 28 • FS-049 2/Panel Double Roll Assembly Screw 3/8'x2 1/4'Hex Screw 8 Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldelite) <nax.o.c.a ac aC tnax o.c.o ANCHOR O.C. MAX. SPACING AND LOCATIONS. active panel) Inactive panel) 110TE: 29 ■ ■ AS REO'D. NEUTRAL CURE SILICONE Schnee-Morehend SH-5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION Same—.her spacing 30 ■ ■ AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. "OXXO" EXTERIOR ELEVATION at frame head& still 31 r • AS REO'D. NEUTRAL CURE SILICONE Trenco S-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. 32 r • AS REQT. Laminated Glass see Pg.5 Dupont-Sentry Glass Plus' 33 ■ r AS REOT. Laminated Gloss see Pg.5 Dupont-PVH 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES 34 ■ AS REOT, Laminated Gloss see Pg.5 Saflex-PVB 2). QUALIFIES UNITS WITH AND WITHOUT SIDELYCES 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE- 5th EDITION. 3). MAX. FRAME SIZE 146 1/2"w. X O6 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E7300 AS RER CHAPTER 24 OF 35 HC-002 2/Ponet PANEL ASSY ALUM.PLATE I 1/2'x 2'x 1/8'(6063-T5 ALUM.) 4), EXT &INT RAISE COLONIAL MUNTIN APPLIED W/SILICONE, THE FBC 2014 CODE. 36 NC-004 2/Panel Panel Ass'y Full Lenght Rad 3/8'Dla.-20D Red,Plate,Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAMS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 FS-011 8 HINGE ATTACHMENT SCREW 010 x 3/4'P.M./Pill. 6). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE &TO BE REVIEWED BY BUILDING OFFICIAL. • 7). MAX. DAYLITE OPENING HEIGHT = 03 1/8" 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 3B r FS-044 12 SIDELITE ATTACHMENT SCREW 010 X I'PH/PHIL.-(17'OC Mo..) 8). SEE ELEVATION AT SHEET lof8 FOR MAX. ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 2PP050BG1 6/Jamb 1/2•.Dln,Hole Plug-Mylan 6-6 HICROPLASTICS-Rockwell H-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 2PP087DGIi 2/Panel 7/8'DI..Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell H-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6).ANCHORING OR LOADING-CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ HC-010 I/HOLT FLUSH BOLT Slit Plug-Mylan 6-6 SUNLOPLASTICS Inc Rockwell H-79 as eomplyhhg with the Floridu ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REOT. 1/2 ROUND FALSE ALUM.NUNTIN 6063-T5 ALUMINUM BuldingCodc LIMITATIONS: 43 ■ - -- ■ AS RELIT. INT-FALSE APPLIED MUNTIN-- 1,25'-X-,022'--STOCK-ALUHINUH _ _ _ A=ptonco e[c _ •7_L 1)_ MAX. OP - t86 PSF W/ (4) Surface Bolts & Glass Types A. S. C & O. 44 L-915 FD-623 A§RED'D,-FRAHE-HEAD'SHEAR-PLATE----- 6063-T5-ALUMINUH--=4"ong 73 5/161 Max Unit Math 74 1/2.'Max UNt Width 36 5/6'Hox 30 S/B'Hox 110 7/0'Max Unit Vltlth SEE ALTERNATE LT SEE ALTERNA BOLT Unit Width SEE p1,TERrypTE LT Unit Width SEE ALTERNATE B T EET OPTIONS AT SHE Swing OPTIONS AT SHEET 'Wing OPTIONS AT SHE Sldelite OPnONS AT Panel Width 3 of 8 anel Vldth J of 8 A ( 33P 13/16'dtnax. A J Of 6 J of 8 C 35 3/16" nac.-'� LrI3�lp /16' nnx � 1 N N N S 1 II_ II A I !!,-x D Hx.DrVldt HoxlLO dt ^ A I N II_ II IT 10 C2CjF % I x x I C T r, I 7 I << fv II II xQ =� II I II II xm =� II x�0. m A x 0 Inactive m A G f$ G >4 ; II I II BI K " �d II mJ II °4 �d II II ; SII Acyjve _ v v dz Active II JI a Acjtve c2 9 v of Active G G3'v a°2 xe /i% %i% II RAILUBLE ® E I� I II / / / II� I AA LTDH Z Ir E III II 1 B 2 I II B 2 I I B 2 D I \ II - - IF I -- - 1 � SEW , 11 W E ALTERNATE BOLT SEE�I.TERNATE BOLT SEE ALTERNATE BOLT SEE ALTERNATE BOLT OPnONS AT SHEEL OPn NS AT SHEET OPTIONS AT SHEET OPTIONS AT SHEET Sof 8 3af6 �� 3 a f 6 3of8 "QXO." ELEVATION "XX" ELEVATION OX' ELEVATION X" ELEVATION "0" ELEVATION 145 1/2'Max Unit Vltlth APPROVED CONFIGURATIONS SEE ALTERNATE BOLT OPDONS AT SHEEF Sidellte 3 of 6 Swing Panel Width Panel Width NOTES: "LaPorW"IHPACT FRENCH OUTSAING DOOR-DESIGN LOAD CHART C 33 13/L6' SM Inax. ) ( 35 3/]6' max. 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION p 1 PAHeL 1101'PII/®CRl'NUMBER DP PANEL IfIOTA DP (PSF ) .VIEWED FROM THE EXTERIOR SIDE. ACNAL STLS OF aI.A33 TYPB Amu' Gle3s OL.5S5 Gus9 ^ 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (INS) AN 'A' tc'E" (NCRES) TYPE'B"TYPE 'C'TYPE'D• H AND ARE AVAILABLE AS OPTIONAL. TpOyg. ®pRT. /IAMD +/-(PSF) WXMM• +/-(PSP)+/-(PSF)+/-(PSF) Z 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 +86,0 11 3/16' +76.0 +76.0 +76.0 Max, DLI Vldt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. l6 1/4' 5 ±86.0 17 3/16' ±76.0 +76.0 +76,0 rn o 22 1/4', 77' 5 ±86,0 23 3/16' +76,0 ±76,0 ±76,0 y C I D II E II \ D II:,i © 28 1/4' =T5> 5 +86.0 29 3/16' ±76,0 ±76.0 +76.0 30 L/4' 5 186.0 31 3/16' 176.0 Y76.0 x76,0 j a rnS w 34 1/4' S +86.0 35 3/16' ±76.0 ±76.0 ±76.0 xa z� II II 2 II m=o 10 1/4' 6 ±86.0 11 3/16' ±76,0 ±76.0 +76.0 _ PRODUCT RLVISLD v°. °i x II II II In ctive II `�ta' es comPlyillg Tvith Ihfl FlOrids 16 1/4' 6 ±86.0 .17 3/16' ±76.0 ±76.0 ±76.0 o d Buildin8 Codc Q R Active Ip II s NUM L pereplmua Nu �� /Ov•O 2E 1/4' x99' 6 ±B6,p 23 3/L6' ±76.0 ±76,0 ±76.0 OTROM Ev o at0 (2�/ 20 1/4' 6 ±86.0 29 3/16' ±76,0 +76.0 ±76,0 Fil2T 30 1/4' 6 ±06.0 31 3/16' ±76.0 ±76.0 ±76.0 II ® Miand ado Product CUBlroI, 34 1/4' 6 1 +86.0 35 3/16' +76.0 +76.0 _+76.0 E 1 2 II F17' 2 II OPERABLE PANEL MUST"MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. THOMAS 1. $0709 •0 PARENTHESIS INDICATES/OF ANCHORS AT FPAME.WAD. _ PROFE 11 __ _ r--- C I p i� Rovteton Notes: �� `���.r •�\ `S F•'•,LQ�= Revised to comply w/FBC2004-11/01/O6 WS ON 8501 NW 901h Sl. 5228 Revised t0 comply w/FBC2007 h added MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT .•={T o Insulated Glass 01/22/10 INDUSTRIES, INC. (305) 696-8660 OPTIONS AT SHEET J f 6 * = Ashland Holt-Point Lock 01/27/11 YARUFACTUR%R OF QUALITY ALUMINUM wIRD01FS AND CLASS DOORS "OXXO" ELEVATION Revised to comply w/2010 FOC Dmo rwe Fm rwu tL.ya y: S.T.yaA.� Te.ev 8M.L. F ;•�S Revised to comply w 2014 PDC NOA APPROVAL IMPACT FRENCH DOOR 2 OF 6 ANCHOR NOTES: DW CMab3 N 1. SEE ELEVATION AT SHEET 1 OF 6 FOR �4 (� \p•;�N�v Nelson Erazo 01/10/16 La. Porte" Impact" Prench Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. 3 '��;e� D.°w+Dv Dae•onw�• FD-2003 2. SEE SHEET 4 OF 6 FOR INSTALLATION DA ��S %v�{lt,�y%�ej• Nelson Erezo 01/20/12 FASTENERS TYPES. f A�A15 S.Wn.t.e. R f-.Nund•n DnwrW Nun1n, R,va "LwN4 TE___ �� S L G 5/16'TAPCON V/ 5/16'TAPCON W/ 1 1/2'MIN EMBED, (SEEI/ NOTES BELOW FOR SPACING) 1 1/2'MIN EMBED. 2 x(P.r.)w➢➢➢BUCK INTERIOR SIDE 1 x(P.T,)WOOD BUCK SEE ELEVATION.AT (SEE NOTE 3.SHEET U SHEET l OF 6 FOR SPACING 1/4'MAX.SHIM TYP. 3 4 3 LOCK STILE 3 4 3 ' JAMB MULLION 19 20 21 15 16 MULLION JA: .� 38 6 17 12 38 6 Active 7 7 Inactive 6 12 6 17 6 38 1 3 Sldelite 27 39 36 17 Sidellte 2 23 .•�, L;�.. 1 1/4'MINED� •t.:' 1 1/4' TYP DLO Width 18 Minimum EdgeeDistance Panel Width ib 11 27 17 12 9 10 11 14 9 10 14 —L 1/4'— SIDE 1 �•— E MAX SHIM MIN EXTERIOR TYP O TYP "Q}XQ,� UNIT WIDTH MIN EMBED 18 46 5 ANCHOR NOTES: DrtBRIOR SIDE Inactive SIDE 1. SEE ELEVATION AT SHEET 1 OF 6 FOR Active Inactive Active InactiveIB #le le 2ANCHOR O.C. MAX. SPACING AND LOCATIONS. . SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 18 18 I FJrTERroR On. I EA'I6RIOR SSE 1 A Active Inactive 5 17 E3 L e J E t L®J IB 2 G3 3 OPTIONAL BOLT 0 TOP RAIL BXMIOR SIDE Dr=OR SIDE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK 21 4. & FLUSH BOLT 5 6' Active Inactive i c-POInt c E3 13 45 MINAT D GL SS O 6 m �• \>/� //•// B 3 2 32 33 34 4s V ia0 '.ek u�a // O 12 t7 �o OPTIONAL SILL sign d w;•ti�/"•i• �,•1{'M(N EMEEO, INTO 3500 PSI CONC. (TYP.) 28 INTERIOR SIDE 1e EXTERIOR SIDE 1e OPTIONAL BOLT ® BOTTOM RAIL i i/4• 5/16'ELCD ENDEDTAPCO. V/ _ 1 1/2'MIN EMBED. C SEE DETAIL E3 FOR MOUNTING LOCATION) (MIN.EDGE DIST,) ' 23 5 36 TWO-POINT MULTI-POINT FLUSH BOLT & I.1 FLAT SILL NOTE: 2 Ka X.-OP-±76 PSF wW.OP ±86 PSF TWO-POINT LOCK LIMITATIONS: DOORS 4 SIDELITES WITH THIS SILL TO BE 95 I/4'MAX.FRAME HEIGHT. 13 1,2----'- - -_ =-- -= --==-.-- -.- _: __-___OPTIONAh LSC DETAILS_ 1)• MAX• OP-=_t86 PSF-_W/ (4) THIS TYPE OF-SILL IS-LIMITED TO-/-76.0 psF:DESIGN LOAD-AND - __- I Surface Dolts-dr-Glass-Types-A; MUST-BE-USED=VHERE=VATER=1NFiLTRAT10N-1S_NOT_REUUIRED OR THE_, 22 �• 2). MAX. DP = ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROP 2' THOMAS I.80i0B OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL sill ESSI 1�,,CINEER Lock(active)+(2) Surface Bolts ® Inactive y.ERE THE DtTOR'IS LOCATED. SILL Height " '36� • �;•° .- )• ay Revision Notes: �j WS /�� ]� T _ 'F.••;•II;� •�•� '•+",' NS,p•,O. Revised -11/01/05MIN .r.`;; Tneulated Glass 01/22/10 ND BTRI7✓9. C. (305) 696-8660 * Aahlsad Mult-Point Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOOMS • 5/16'ELCD TAPCON V/ PRODUCT REVISED C I:., Revised to.comply w/2010 PBC aan ew.: qod Car.pe.�a r.wme R.n<• sn..r: 1 i/4 1 1/2'HIM EMBED, ae CalnplylDg4vidr Aho Florida ^,�� Revised to comply w 2014 PBC HOA APPROVAL IMPACT FflCNCH DOOR SOF s pTE O� (MIN.EDGE DIST.) (SEE SHEET 1 OF 6 DOROIOg 'k ////"'''����((��'� ' '• ^^•" fl.vt..d gyr Oaq cm.... u FOR LOCATION AND SPACING)A�aEC, a � .D' ��� �%•,'�,'•,�.' Nelson Erazo 01/16/16 "La Porte" Impact French Out-Swing Door Dv 5 Z CLY �•.. F• O Ft�pr'r'''�a'' Dar.D_ B 2 OPTIONAL - DOUBLE BOTTOM �iPk �: � (� i�y�� Nelson Srazo 01/20/L2 RAIL DETAIL a� °product Comrol A it e�(LU IJ s.ar.: RV•rwr..xvme.,I D'' 1-Nienent FD-2003ie0 DATE_____ n,t.s, 5/1 TAPCON W/ 5/16'TAPCON V/ II MIN ENDED. 1 1/2'MIN EMBED. SEE LOW FOR SPACING INTERIOR SIDE I x(P.T.)WOOD DUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING I x(P.T.)WOOD'BUCK _T3 (SEE NOTE 3,SHEET 1) (SEE NOTE 3,SHEET 1) 1 INTERIOR SIDE INTERIOR SIDE LOCK STILE 3 3 LOCK STILE 3 19 20 21 I LOCK STILE 19 20 2t 19 20 21 JAMB AMS JAM 29 30 3129 3 46 6 31 7 6 717 15 39 7 (23) Active Inactive tiv A e Active 1 4 ja :EDGE DI 12 -W-' 1TYP. 36 27 12 12 1/4; t1 1 E MAX HIM F (MIN.WDED.) L j G2 H2 18 TY;:,! 9 to 27 17 9 I/z'— oil G TYP. (MIN EMBED.) 'T EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP.) I-— EXTERIOR SIDE 50 51 0 012r. kU—rrEIRIOR SIDE TYP. LOCK STILE 3 5/16'TAPCON V/ 5/16'TAPCON V/ 14IN ENDED. 1 1/4*MIN, 1 112'HIM EMBED. 4 56 57 A tiv. STILE EDGE DIST SEE NOTES FOR SPACING 19 20 21 Active 7 • Typ P�DTES FOR SPACING) MULLION INTERIOR SIDE P T. LOCK STILE 112' (SWD. HIN. n 46 :-� :...,... /�I x(P.T.)WOOD BUCK, 9 30 31 38 CK' EE (SEE NOTE 3,SHEET 7 6 I-U TYP )AT 12 MIN.EMBED NO 31 SH TE TYP SHEET Active SIdeLIte 9/ G3 H3 1/4'MAX. 1 1/4' MAX.SHIM TYP. EXTERIOR SME HEAD 4 SHIM TYP. HEAD 44 13 22 13 22 9 to INSTALLATION FASTENERS NOTES: HEADAl 12 8 EXTERIOR SIDE 14 "1Y AlfrM" Sidette, HEAD:. 5/15' X 3 1/2" Long TAPCON( 5 3 8 Attachment Screw JAMB: 5/16" X 2 3/4" Long TAPCON'?-) 6 Screws @ each side of jambs, MULLIONS: 5/16" X 2 1/4". Long TAPCON(l) 27 -12 total per 51de(Ite 5 (-) TAPCON B INTERIOR SIDE '2X BUCK'MINIMUM REQUIRED FASTENER LENGTH 50 51 INTERIOR SIDE 2 53 HEAD: _5�115" X I",L n —1:.N(*) PRODUCTREVISED sc pl ing,,iththo larida 5/16° x 2 4 Long TAPCON( ,%LAIWATE�)ILASS 2= 1 T LOCK STILE 9 to MULLIONS:5/16' X 2 1/4" Long TAPCON(*) Build as do 32 33 34 O 56 57 1(-) TAPCON BY 'E W `c No C? Active 7 7 N. EMBED. ,EXTERIOR SIDE 43 Li ate 0 t_1 � - -4@3 X 42 z Inactive INTO 3500 PSI CONC. MIN, INTERIOR SIDE ataMdD&dc Product Control NOTE ALL FASTENERS W/ 1 1/2"MIN. EMBEDMENT. 17'W...MC. 1 1/4"MIN. EDGE DISTANCE& 1/4�'MAX, SHIM SPACE /@ANCHOR YIELD STRENGTH Fy-155ks! EXTERIOR SID 17 EXTERIOR SIDE J2 ANCHOR ULTIMATE STRENGTH Fu=177ksi •ALL TAPCON LENGTHS"L"SPECIFIED ARE MINIMUMS 5 5 THOMAS J.-SOTOS SEE ELEVATION AT SHEET I of 0 FOR PROFESSIOqNENGINEER ANCHOR MAX. SPACING AND LOCATIONS 13 12 13 12 -uivw.IMg- Revision Notes: @) 23 gB1 23 Revised to comply w/FBC2004 -11/01/05 LA WS ON 8501 NW 90th St. Revised to comply wl FBC2007 &added MEDLEY, FLORIDA 33166 SRI Insulated Gla.7,01/22/10 172IMS INC,) Height SIR 0 (305) 696-8660 SILL SILL eight Ashland Mult-Point Lock 01/27/11 MANDPAMMI!OF QUALITY ALUMINUM FINDOWS AND GLASS DOORS Revised to comply w/2010 FBC iT- ()F Revised to cornply wl 2014 FBC MOA APPROVAL jp�C�' - 1'�`dl.AG1_' I='."OR �" A OF s I MIN EMBED. IN t.CM,k­ I MIN EMBED "t Dr. Nelson Erazo 01/16/16 "La Porte" Impact" French Out-Swing Door TYP '3SOO PSI CONC. 0 • • ft, 5/16'ELCU TAPCC q W1 (TYP.) No]...Era.0 01/20/12 I 1/4'OIST. I Va'MIN EMBED. 1 1/4, (SEE SHEET I OF 6 F 2R SPACING) S..U: Af­A%.,�­ P.Ix—1—,. (MIN. EDGE (MIN.EDGE DIST.) IDATE_ FD-2003 SIDELVE ATTAMWNT% VIUME GAtI`E rvcqtoR GLAZING DTY��SC�Jfl IT 1/4 SCREWS.3a I'm INTERIOR SIDE -TLONS '10.I,M41OU Glass i;;-�P traG @01.T1.8 Ad t ate ass v I Von ASS ILI• 3==W�s�120 Glazing Depth mll DESCRIPTION ASCAIG 32 #18 T., Sit one r..] VEA10CAMRIP r 29 30 31 OR 1 1116'Annealed a .090,DuPont SGP Inte,(4yer 3 3/16,AnnPoted Laminated Glass 27 .340" 0/k Laminated Glass bv Du Glass Type W cou"JAMS by Dupont or Solutin TERM vwxRornox DET. SO AWTEK- Typw W, S*or•C"INTERIOR SIDE I J/61 Annealed SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE W/CORRESPONDIN GLAZING TYPE&DESCRIPTI 2 DuPont!!VB M ter( FRAME ASSEMBLY DETAIL 1/4 Round --c"m32 33 Bond OACK S100 ACCESS no,C-4 EXTERIOR SIDE �- C DOWN Ua - Glass 0 ETAG, 34 SILL SEALANT DETAIL GLAZING DETAIL MR Neat-Strengthened GtosF NOTE,KADER TO BE SEALED SIMILAR It)SIM LEFT ____MNGE STILE "c VB Intgrt.yer LIFT OFF Strengthened Gloss AND REMYC INTERNAL THREAKII ROD ID DIV VIA INTERIOR SIDE DESCRIPTIONS Knot ATTAClKMT IO Glazing Adapter GI�Isfi a GLAZINGL.TYPE & SCREV:13 5/16* Earninat d GIs 340" 0 Laminated Glass by S-lutlo_- GIASS-Tn- 'W DEPTH Lou PH.'PRIL. 33 34 Gls ng n..fh HIM IDESCREPTION (SEE TABLE V/CaRRESP.NnING 27 1 1/8-Heat-Strengthened Glass HINGE ATTACHMENT GLAZING TYPE&DESCRIPTHNO_ @ J/4' i DETAILS ACCESS HME Mcat 2 M S.flex P'VB nt±A-Ye, + IN • G� LOWER 3 1/81 Heat-Strsrurtherled Gt*.. PRC-PUNCHE LtrT HAND HINGE LEW IQ DODA STALE 1/4"Insulated - - 4 1/41 INSULATED AIR SPACE 4� MOLE Air Soon-Tv 5 "1/8'TEMPERED GLASS. 1/0"Temp.Glass .340' O/W Laminated Glass by So Tits. - ass "E" STILE BOTTIN INSULATED SPACER 1TrvS­k`_ Glazing Dead — Wx NUT ll�,a Seal S.1gove Spacer MM DESCRIPTION DETAIL, SCREVS I I IM4.1, 1/41 Al,S ce @ 110 x VV NVML. Pt.No� 2-25H-35 1 Us,Neot-Sirengthened Glass PANEL ASSEMBLY DETAILA"'W"A'a —• a tw Dupont SCJ'Intelytr EXTERIOR 3 1/01 Neat-Strengthened Glass 4 1/4-INSULATED AIR SPACE WU340- ACCESSAXE COVER a GLAZING DETAIL #2 3 1/8'TEMPERED GLA5s 34 DOTTIVI r jAllo Pct mrmt M PW 014 SMS DR SELF DRILLING SCREWS 414 SMS OR SELF DRILLING SCREWS -7 '.I.METAL STRUCTURE ...METAL STRUCTURE T..I-. (SEE,7TES III,SPACING? .0.1as INK,MIN (!IEE'rI.I.SPACING) 12 GA. IN, IMIN EDGE DIST, (6063-TS MIN.) MIN EDGE DIST, (fy-36 KSI MR0 ALUMINUM TUBE"U.LIGN STEEL TUBE OR COLUMN REFER TO ED (STEEL IN CONTACT W/ALUM, V1.1.EDGE DIST_ EDGE 0[.S.1.�. APPROVED TO BE PLATED OR PAINTED}MIAMI-RADE NON It=A.Z., SHIM TYP. j PRODUCT ROWSED ��IM TYP, ascons plying,vi 'or,rid% B d�o uilding Code 'ILI' A A= nee No 1 t/4'MIN. S/16'ELCO TAPCUN W/ To EDGE DIST. I I/V MIN EWE DIST,/'I 1121 MIN EMBED. BY 5/161 TAPCCN W1 (SEE NOTES FOR SPACING) THOMAS J.SOTOS HINGE %SSFMBLY DETAIL TYPI 1 1/21 MIN EMBED,INTO CONC. r TYP PROV91381 GINHER #FD-6�4-2 �t4waWj ad*Fl�oduCL Coll M (SEE NOTES FOR SPACING> %U 6 (CONC.TO BE 3 KSI MIN) -.?.x IP,T,l - I,DUCK 1, Revision Notes: GEN 8501 NW 90th St. BB NOTE 03> Revised to comply Ir/FBC2004-1 01 05 Revised to comply Tr/PBC2007&added N. LA WS ON MEDLEY, FLORIDA 33166 1�2 225 -8660 Insulated Glass 01/22/10 (305) 696 Ashland Mult-Point Look 01/27/11 OF QiCtUry AWMINVAf 0110DOYS AND ALL=DOORS 1/41 MJ SHIM TMP. A)I,SHIM TYP, -9( =:dd to comply w/2010 PRO — S.1k,/AT.4L - _F;t. ED "M ow .1 Ct.- P�d "a FRENCH OOCR lit 5 or Coln IP;0VALIP IMPACT silly 140A APPROVAL P .6. OF R.a,6.d DW DILL CAitYtd.'W/2014 "La Porte" Nelson Erazo Impact" French Out-Swing Door S , TI 01/20/32 INSTALLATION DETAILS MAY APPLY Nelson Era2ox.AA(..k-4 III DOOR FRANS JAMB ANVOR FRAME HEAD. ME FO-2003 (TYPI) A II�078 I 3.9 I �-4.500 3/0'D.D, 3/8'DA, A76 -��- �I .050 a� STEEL BDLT STEEL BOLT T- 3- .875 .062 460 - --,096 986 TOP1- 1,750 L 1,7s° obs N 56 GUIDE'. GU DE 56 .687 1.259-I -I .908 1- .074 ,127 GLAZING ADAPTER QUARTER ROUND FLUSH BOLT AND #L-910 2B (11/18") HEAD - FRAME HEAD PANEL HINGE STILE i 49 TWO ANGLE OCU DE CK #FD-834 O #L-907 -1.812-I O #L-801 m d m m #FD-627-1 060 5 •119 .730 .726 4.187 gg • -.1I-it 203 1 I 0 .075 . 04L25 •808 098 ,6 1.500 -II -�_ ,100 064 UARTER ROUND 1.750 2a 0Q(3/e^) BEAD# saeL 2,000 #L-812 1,500 -I ,070 4,500 5.05 1 >z N ✓z g INACTIVE-PANEL .060 O PANEL LOCK STILE .O FRAME SILL FLUSH HOLT -� 656 7 #L-905 #L-902 47 ANGLE GUIDE .835 1 1/2° LONG I #FD-625-1 0.656 .80 I-I I I-1.75-I 1,750-y 1,912-1 . 8 1 I r .066 .062 QUARTER ROUND T J _ MULTI-POINT O KIACOTIVE LOCKIPAS SIVE O(1/4") BEAD '125 -L 1.250 #L-911 .072 J 214 JVo LOCK DE �-- 1.625�L0,198 .065 2' 045 _ ^) p•••- •••Q HALF ROUND 062 4.000W1172 4.500 FALSE MUNTIN RAIL ADAPTER .500TURN Z 1 1/2' #L-913 O #L-909 - JAMB ADAPTER L 904 KNOB I ,100 # 52 53 y r1/8' Flexible VIn FPVC Com ositlon-Team PlaMlceInc, 4.348 50 51 �O SIDELITE PANEL '1. FPVC Biaok Cam pound No.7200-75 'L812 OALUMINUM PLATE PHYSICAL ASiMNO. -I .136 .tao I 35 2" LONG Dhromcicrlitudmss"A".10 scc 75 D-2240 #FIC-002 Spxllfc Grmily IAS 0.792 0.078 OAs� Teo;ile SIr ga4PSI 1640 D638 PANEL TOP & Ulti-w 112&,tb,D% 340.0 D-639 O BOTTOM RAIL "O FRAME JAMB 4.066 ACTIVE HANDLE PASSIVE HANDLE L-906 3 O FRAME HEAD SHEAR PLATE L TRIHSET 6 TRIMSET Modulus@I00%Elmgadm,PSI 765.0 DG38 # L-903 44 & 5 •930- Impact BrlNlW s, •31.0 D-746 # #L-915 '2. FPVC White:Compound No.7267-75 pg I PHYSICAL ASTM N0, 2.688 m 5 J Duomel r1fd. 'A",10sa 75 D-2240 N0�DIMENSIONS SPECIFIED ARE IN INCHES 2le 100 I .500 SP.W.Cmadty 1.45 D-792 2• SEE ELEVATION AT SHEET 1 OF 6 FOR Te�Oe Suenglh,PSI I6n0 D-678 ANCHOR O.C. MAX. SPACING AND LOCATIONS V n Ultimak Eloegdicn,% 325.0 D-638 PRODUCT REVISED TI 4,500- -I n b R _ Moiulu @ 100%E1.8sdon,PST 765.0 0-(78 as cemnpllyi:g wiU)11tc M.Hda 45 FRAME LOW SILL Im xtDrilOmes •30.0 6746 Duild( Co do jj'''�� N a Arxcpta(tw Na 2DA Q•O }' - #L-918 THOMAS I SOTOS ate �••(,J / �E REFER TO DETAIL'B3'AT SHEET N 3 OF 6 PROFE9 1 ER FOR ADDITIONAL NOTES AND LIMITATIONS. l Gori Miami adz Produce Con9o1 57 BOTTOM BOTTOH I ,, T i� Revised Notes: ,4 y,p 7• ,may 'y GUIDE GUIDE 57 - I 0 1L/J1�pA1 VYgW/ I 1®WV// 4- 1 ��� ••V\•' N •(:•:�V1 iJ RevlRevisi to comply a FBC2004-1 l Ol 05 8501 NW 90th St. Revised to comply w FBC2007 k added MEDLEY, FLORIDA 33166 '453/8.O.D. 3/8'0.0. 5 225 p y / 305 696-8660 n� STEEL BOLT STEEL BOLT •;'>• Insulated Oloee 01/22/10 INDUSTRIES INC. ( ) n; Ashland Mult-Point Lock 01/27/11 MANUFACTURRR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS '--STAINLESS STEEL BOLT(r) :O:ti Revised to comply w 2010 FHC fq 5/16'O.D.SSS(+/-76.0 psf) r•Q. 9�1'�) P Y / Dra,r Clwn Pml C(e••: 1•..d C•us- S•r1•�odrt• Ifmv SN•4 LIA Optional Multi-Point Locks .)3/D'0.D.SSS(+/-Oso psf) QF :w: ReNaed to comp w 2014 F6C NOA APPROVAL C;AL7 FRENCH ODOR 6 OF 6 86.0 psf DP) �: RrtL:dDyr OUl%18j16 "La Porte" Impact" French Out-Swing Door OPTIONAL A` P •' Nelson Erazo 46 TWO-POINT LOCK Active Lock Passive Lock 16 INACTIVE-PANEL S. -1 R • Qti��° a•(.D.••�v p g LOCK #HC-060 ASHLAND gW5110-STACTS ASHLAND gW5110-STPAS4 OFLUSH BOLT #HC-001 � S/ , Nelson Erazo 01/20/12 (+/- 76.0 psf DP) HANDLE & TRIMSET HANDLE&TRIMSET 1 1 sow.:n.t.e. r••e xwsam OrauW xese.n R•Wlon L.v.c•G ASHLAND gW5201A-A ASHLAND gW5201A-P DATE--_-- ' FD-2003 f�