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HomeMy WebLinkAboutNOA's MIAMI•®ADE MIAMI-DADE COUNTY 0 1 PRODUCT CONTROL SECI'IO1V DEPARTMENT OF REGULATORY AND]ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION T'ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mia►nidade.i4ov/eco00my Lawson Industries,1n.e. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docuznentatior, 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 Flaving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Ln Miami-Dade County) and/ or the A�HJ (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 revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or m-aterial 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 "SII-77 00 (Flange Frame)" Aluminum Single Ifung Window—L.M.I. APPROVAL DOCUMENT. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade Cowity Product Control Section. 'FISSILE IMPACT RATING: Large and Small Missile Impact Resistant LEMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) 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 DO change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISENI NT: 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. 16-1003.01 and consists of this page I and evidence pages E-1 and E-2, as well as approval document.mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. ��' �� �l " � NOA Na. 17-1212.21 �a �nanE coura rr �� .,,$ Expiration Date: December 27,2021 fl g I /Zvllt Approval Date: February 01,2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURMITTED A. DRAVv'INCS 1. Mat—rufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17, prepared by manufacturer, and signed and scaled by Thomas J. Sotos,P.E. B. TESTS 1. Test repots on: 1) U dform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Te t per FBC; TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. IIETI- 09-2530A and HETF 09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under1VO.4 No. 99-0706.09) 2. Test reports on: 0 Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, AS 201-94 3) Cyciic Wind Pressure Loading-per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hang window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HEU-08-2004A, 1IE11-08-2060A & B, IIETI-08-2061A & B, HE T I-08-2062A & B, IIETI-08-2063A&E, 14 TI-08-2064A & B, elated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1)Air infiltration Test, per FBC, TAS 202-94 Uniform Static A ressLLre Test Loadmg�per rI3C TAS 202-9u 3)Water Resistance Test, per FBC, TAS 202-94 4) Large TvIis sit e Impact Test per FBC, TAS 201-94 5) Cyclic WindPressu e Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with narked-up drawings and installation diagram of an allum num single hung window, prepared b- Fenestration Testing Laboratory, Inc., Test Reports No. F TI.- 2987 and FTL-2986, dated. 04/03/01 and 03/27/01, all Signed and sealed by Luis Antonio Figaeredo, P.E. (Submitted under NOANo. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson industries,Jne., dated 05/28/09,revised on 01/i 8/10,signed and sealed by Thomas J. Soros, P.B. (Submitted under NO-4 No. 11-070s 09.) 2. G1a7ing complies with AST:'1 E13LIO-09 /'~' n— Si?aag Zhao,P.E. Product Control Examiner NOA No. 17-1.212.21 Expiration Date,: ➢ecember27,2021 Approval Date: February 01,2018 E- 1 Larson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryG-las® (Clear and White) Glass Interlayers" dated 12/28117, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"SaE1ex Clear and Colo„Mass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FB1-6th Edition (2017), and of no financial interest, dated November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28,109, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO-4 No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, IIETI-08- 200;A, HETI-08-2060 A & B, IIETI-a8-20,61A & B,HETI-08-2062 A & B, IIE TI-08-2063A & B, IIE'ITI-08-2064A&B,issued by HuiTicane Engineering & Testing,Inc., dated 0311.5/08, signed and walled by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) -. 5. Laboratory compliance letter for Test Reports No. FTL-2987 and F T L-2986, issued by Fenestration Testing Laboratory, Inc.., dated 04/03/01 and 03/27/01, signed and scaled by Luis Antonio Figueredo, P.E. (Submitted tinder NOA No. 01-0406.08) G. OTHERS I. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window--L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27,2021 Approval Date: February 01,2018 E-2 I 5:3.125' 53,125' INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS; WINDOW FLANGE FRAME WIDTH tq (A) 4 MAX. AT FRAME HEAD INSTALLATION ANCHORS, CA) 4 MAX, AT FRAME HEAD � Q w (B) NONE PER FRAME SILL 13 3!4` — CA) 4 MAX. AT FRAME HEAD 10 I5/1r.' A l CB) NONE PER FRAME SILL 13 314° (C) FRAME JAMBS (SEE SHEET #4) A MAX, O,C, CB) NONE PER FRAME SILL MAX, C7.0 CC) FRAME JAMBS CSEE SHEET #4) A MAX, ❑,C.. 6• CMAxJ (C) FRAME JAMBS (SEE SHEET #4) 6° 4s AX, <D A I a 6,(�nAx.-TYP. 0 -- ---- — 6° � 6>(�,tAx.—TYP. 0 ALL CORNERS) E.MAX._ P „ ALL CORNERS) I )( Max. D.LO. Wid h c ALL CORNERS) ii ii ii ii a= cr, CJ =1143 9/16-;; .m �� I l ", 0 ay M­4 m o it w FE r^, Ld 10 1/4° ... � Kg__ _` _ ~ f-I 5 3/8° IF .- �/ '1 J cY El.. to z b x f ✓/ p II xw �/ 1 = <t vi MAX, ABOVE �© J „ II MAX, ABOVE „ y q r7 10 �l16` „ „ p a c�z RASC - - F o z MEETING RAILS n x x =a ? x x = w w 1i x x J E o D - w w ======xr= _ _ __ __ r > --- _�� _ - -y--_ to zz _ MAX,> VE m w iW PAa ! D,L.O. Wiih w 0 0 U] ¢ B ¢w z MEETING RAILS Max. IG].L.O. Width x a s �., v 11 48 1 1/1 6`' CE w Z 0 ¢ <ain xo rr vi 11 t6 li oY ad' r3 E! 1! Y oU AT w �� g ii ii caD u w p c� d �L' �J ° MEETING �Q �y ^m ��y a ii B ii O n¢ J RAID 3 ¢ I 30 ¢ I �� cy © O J AT J s z ``= c 6'MEETING x o AT M �a 30 I� ii / €E ° 3 D. c¢ } RAILS <� 3, v 6• MEETING 3 qy o� CO # RAILS 3 9 7/8" _- y - t1 3MAX. BELOW -1� m x at lII 3�4' Ll MAX, BELDW J MEETING RAILS _ _ ___1[ ¢x $MAX, BELOWMEETING RAILS II ¢ Et MEETING RAILS- cr' — z 9 I w 5 6'MAX, �' MAX, rr11 d ] MAX. C EXT, & INT, FALSE COLONIAL C W W Q EXT, & INT, FALSE COLONIAL 52,125' MUNTINS ARE APPLIED W/ 52125 W MUNTINS ARE APPLIED W/ 47'000g W/ SILICONE AND ARE WINDOW BUCK WIDTH WINDOW BUCK WIDTH WINDOW BUCK WIDTH W/ SILICONE AND ARE �� �� AVAILABLE AS OPTIONAL, AVAILABLE AS OPTIONAL, 48 x 7$ EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION r s INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) cn SERIES—'7'700 SINGLE HUNG IMPACT WINDOW FLANGE FRAME General Dotes: Z 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53,125• OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH 4 HIGH VELOCITY HURRICANE ZONE VELOCITY HVHZ AND ASTM 1300-09. (A) 4 MAX, AT FRAME HEAD ( ) CB) NONE PER FRAME SILL 13 3/4' -- THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) CC) FRAME JAMBS (SEE SHEET #4) 1 MAX. O.C. I N o d 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING D �- �= (MAX,) o- RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6, (TYPICAL AT a * ° a OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL CORNERS) o o w o , o n'. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Ma D,L.0- Wijth L N N r N q q h ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED -;,48 1 1/16? } 3 ON SHEET 4. c�- 11 / ` _ m Q a 0 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE r� s 5/8' --- -={ ,f `- m© � 3Q a a N ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND o MAX, ABOVE ' o o o �'' a TO BE REVIEWED BY BUILDING OFFICIAL. v �� h I I I3 O M N 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS w 4 z B a Q z z TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE �� ¢ d AT u Y o U N- 6' MEETING ¢ m a o o a N LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). ray � � ' 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. z , RAILS w 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3, z 9.) EXT. & TNT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE a �MAX� BELOW MEETING RAILS 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 1 w (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) ' x ° U3 FA o Pk0l)(fCT REVISFE7 "� � `% WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, E.0 zu7�0 � `" as eL=rsp>yir�g c�atCa i6te F'1a�'is3a C SECTION 11.3.3.3. 5° 13"Idi1sg code `�w,o f: 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. MAx, A�eepYrsrce No Expiraiiun Date o to 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED C n WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT, & INT, FALSE COLONIAL IYy a v� I MUNTINS ARE APPLIED W/ w I BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 52.125' Nfla rti Dade Pr•adu t catwo; �r=•� a y h a"sue W/ SILICONE AND ARE o TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL, WINDOW BUCK WIDTH 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION P. �� wl 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. q 1/4' TAPC❑N W/ 1 1/4' #14 S.M.S, W/ 1 1/4'. ALL WOOD BUCKS ENGINEERED SEPARATELY MIN, EMBEDMENT INTO WOOD, PT. WOOD BUCKS MIN, EMBEDMENT INTJ CCaNG. LAMINATED GLASS (SEE ELEVATION AT SHEET #1 & TO BE REVIEWED BY BLDG. ❑FFICIAL (TYR) (SEE ELEVATION AT SHEET #1 24 ® FOR MAX, FASTENER SPACING) P.T WOOD BUCK NOT BY LAWS❑N IND, FOR MAX, FASTENER SPACING) A W MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE ° o � Z o D MIN 23 BEDDING COMPOUND A Z a 20 d' - " 1/4' TAPCON W/ 1 1/4' °o U] 18 12 INTERIOR 7 MIN. EMBEDMENT INTO CONC, "'7 CO � co In ..x: ,•:.` v a . •. 1 1 4 MIN. (SEE Ei.EVATI❑N AT SHEET #1 vi c A" °EMBEDMENT o . FOR MAX, FASTENER SPACING) Ta 0 � o 0 in - - > ® W ZO y z w z I I/4° MIN, 12 12 11 1/4' MIN. �-. J z p F A W¢ MBEDM N =,._::_.: :: w = _.._: EMBEDMENT LO La A A Ri W a3 EXTERIOR GRADE .a �. EDGE DISTANCE W o---- --------------- - PERIMETER CAULKING ii ii i 1 i 16 i' ii ii 39 g ¢ Z_ II it 3 D EXTERIOR =:°` a SILICONE ADHESIVE EXT. GRADE - �`;' ° _ �° BEDDING COMPOUND CAULK :`:?"i'h: '-'::. J EXTERIOR GRADE PERIMETER CAULKING U Z Z 0 LAMINATED GLASS — WINDC]W FRAME WIDTH ii ii 24 ii i W Q 1' MIN_ . #14 S.M.S. W/ 1 1/4' 1' MIN. ! „ �' a DGE DISTANC MIN, EMBEDMENT INTO WOOD, DGE DISTANC WINDOW INSTALLATION NOTES: INTERIOR (SEE ELEVATI❑N AT SHEET #1 n FOR MAX, FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-.BEDDED W/ AN EXT.11 � MEETING "' RAILS 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE N ti EXTERIOR EXT. GRADE EXT. GRADE ? BY WIND❑W INSTALLER (TYP,) N CAULK CAULK ' 2, THE EXPOSED EXT. PERIMETER OF THE WIND❑W FRAME TO � � 0 9 0 1 1 4' MIN. BE SEALED W/ AN APPROVED EXTERI❑R GRADE CAULK U Ld X EMBEDMENT BY OTHERS (TYP,) 4 g 5 A A 1 WHEN THE GAF' BETWEEN THE WINDOW FRAME AND THE BACK OR O OMASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. 10 r� ' ANCHORS NOTE: i ANCHORS TO BE #12 SMS OR WD, SCREWS INT❑ WOOD, OR 17 !i 1 1/4' TAPC❑NS or APPROVED CONC. FASTENERS INT© CQNC„ WITH A MINIMUM OF 1 1/4e PENETRATION INT❑ WOOD OR m m ml` o � 19 !: .! � li CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR � � 2 QUANTITIES REQUIRED) I o W 1 N N N A 4 t� h it in T L_c L1 it II I I 8 ri 25 o Q N ri ii ii I ! it II 16 21 c I ii iil � i ii ii m y ar a°'i � 'm 6 I 14 28 O c y O I I I 11 i 14 p I 13 x +S a a Len, I I EXTERIOR GRADE 2 ,T PERIMETER CAULKING 2 1/4" MAX. r¢ � SHIM w . TYP z d d d as ComFlying tvilij -t Liu ran w %Vadiag Cock AC lance N!o z E%179Fk€5n D.:.CCF, 4 v - a �si@ �� d�se r� ° ^ EXT. GRADE By IM CAULK C€:e�a", 1 BY OR 2 BY WOOD BUCK ??-z p 8 #14 S,M,S, W/ 1 1/4' MIN, EMBEDMENT INTO] WOOD, 24 11 (SEE ELEVATION AT SHEET #1 26 FOR MAX. FASTENER SPACING) 1/4' MAX, 6 6 C7 23 SHIM SPACE INTERIOR Q Q - - - - ' 'SILICONE OPTIONS'. INTERIOR FINISH DOW CORNING 899 NOT BY LAWSON INDUSTRIES, INC. Cp r-1 SCHNEE-MOREHEAD 5731 - -w__--- - -- - -- M €o CO TREMC❑ SPECTRUM 2 p� H 0.600" " —---- - EXT. GRADE BACK BEDDING5 21 V1 i= GLAZING DEPTH ®_ TO BE APPLIED BEHIND z O WINDOW FRAME FLANGE BY ^ A M5 o LAMINATED GLASS COMPOSITION — TYPE 2 2X 2x INSTALLER <TYP.) m ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION _ - - - _ -- `�-' 1 1/8' ANNEALED GLASS v8'I W oo`9a ----- SAFLEX PVB by - 0 2 0,040' PLASTIC INTERLAYER I ug• �_:_:- -__ LOCK (LATCH A rEa� Ip� AND S�Ar�yy�P OPTIONS q Q° 3 1/8' ANNEALED GLASS 1 9.34�' Eastman Chemlcnl co, L C i*a 1 1 loll 1� SWEEP) Iy�] ti �k't WEATHERPROOF ) e� MOISTURE BARRIER BY OTHERS CTYP. 1 1/4' MIN. -- -__-- _ _ - - 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE GO 0 LAMINATED GLASS COMPOSITION — TYPE 3 MBEDMENT _ ________ _ ____ LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. I a GLASS DESCRIPTION AETAI LAMINATE DESCRIPTION 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED ITEM �3 a 1� FOR USE ON ALL WINDOWS. Q a 1 1/8' ANNEALED GLASS ve _ _ _ __ Arllle a.a90 -:- SENTRYGLAS bye ' :Rn EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. z 2 R090' PLASTIC INTERLAYER __ -=_= Kurnrny America, Inc. r�}} N 3 1/8' ANNEALED GLASS f 1 oa+0• f .:'f': frr„'»;?;.':::: . '`;: .* EXT. GRADE PERIMETER FV :.. CAULKING NOT BY Fi 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS H LAMINATED GLASS COMPOSITION — TYPE 4 C 1 IAMB CTYP,) W ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION a 1 1/8' ANNEALED GLASS a/e STUCCO OVER METAL LATH NAILED TO rq �j CS .0.090• TROSIF IL PVB by EXTERIOR GRADE PLYWOOD SHEATHING 2 0.090, PLASTIC INTERLAYER J �g Kuraray Aroer€ca, Inc, TO BE SPECIFIED BY ARCHITECT DR G,C, d1 W 1-- 3 1/8' ANNEALED GLASS I 1-- - - -0.34a (EXTERIOR FINISH BY OTHERS) H NOT BY LAWS➢N INDUSTRIES, INC, �? WOOD FRAME INSTALLATION DETAIL b LAMINATED GLASS GOMPOSITION — TYPE 5 TM GLASS DESCRIPTION 11, DETAIL LAMINATE DESCRIPTION ALUMINUM MULLION 1 1/8' HEAT-STRENGHTENED GLASS - - - - SEE MULLION APPROVALS FQR # 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR oa9o• TROSI OL PVB by MULLION TYPE, SIZE AND �1A MULLION TYPE, SIZE AND MAX. 2 0,C90' PLASTIC INTERLAYER t1@ Kuraray America, Inc. FLAT HEAD, PHILLIPS. i + _ DESIGN PRESSURE LIITATibNS. (SEE ELEVATION AND DESIGN PRESSURE LIMITATIONS. Zj W 3 1/8' HEAT--STRENGHTENED GLASS I 1- -0.340' (ALUM. fl 078" MIN. THICK). ------- DP TABLES FOR QUANTITY H U� AND FASTENER SPACING? INTERIOR NOTE: THE LOWER PRESSURES ©F SINGLE NOTE= THE LOWER PRESSURES OF SINGLE a T 1 a 1/4` MAX. HUNG WINDOW OR MULL SHALL GOVERN 11 20 HUNG WINDOW OR MULL SHALL GOVERN a1 11 SHIM � 12 S.D.S. X 1 1/4" L. u a y INTERIOR i s ���� SEE ELEV. 0R SPACING m m m o 23 1 1 ca p N &\ 8 'SILICONE OPTIONS': - - -DOW CORNING 899 - pj jp o - - - - - - L N q q m' .. .. .. .. .. .. .. SCHNEE-MOREHEAD 5731 # u- 3 24 TREMCO SPECTRUM 2 BB ea 1 c) .600 I- -0 GLAZING DEPTH e p p I NOTE: E E�°' E 0 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 =_-_-_____ s i a =_-____-_-- 1 ___________ 1. ALL STEEL IN CONTACT 'R P � v m M c0 ALUM. TO BE PAINTED OR PLATED, o a 0 o ITEM GLASS DESCRIPTION LAMINATE DESCRIPTION c DETAIL - oo je - -- - - - _ - 1 ----------- 2. METAL STRUCTURES: c 1 1/8' HEAT STRENGHTENED GLASS l/e• .-_, --___ e a _____�o Lam _ - A) STEEL Fy = 38 KSI MIN. } E vi Z 2 0.090' PLASTIC INTERLAYER ¢ v4` S a TROSIFOL PVB by (STEEL 18 GA, MIN, THICK - 0,048") ii � Q ci c � 3 1/8' HEAT-STRENGHTENED GLASS lie' -_'_.--- H) ALUMINUM 6063--T5 MIN. d of ci a Q a Kuraray America, Inc, PERIMETER WINDOW FRAME � *a •i 4 1/4' INSULATED AIR SPACE f uo = -=._ EXTERIOR E2 SEALANT EXTERIOR (aLUM. 0.078" MIN. THICK) 5 1/8' ANNEALED GLASS 1 0.3+0 EXTERIOR GRADE E 1 PERIMETER CAULKING °� a INSULATED LAMINATED GLASS COMPOSITION TYPE 7 FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL Q ITEM GLASS DESCRIPTION 6 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS W W 2 0.090' PLASTIC INTERLAYER _® 3/4' SAFLEX PVB by 3 1/8' ANNEALED GLASS n9cr/s' - - - i Eastman Chemical ca, I'�'E?E}tJ [aimed[ 4 1/¢' INSULATED AIR SPACE •lLEWOE. SS c6a�tEyPfi➢S 5 1/8' ANNEALED GLASS f GLAZING DETAILS AND OPTIONS bxparatim Its a NOTE: By I WINDOWS WITH GLASS TYPES "6 & 7" INSTALLED ABOVE 30ft Aii iDadeProductCon I a .A" IN THE HVHZ, THE I.G. IN THE EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCEq� REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). d Q DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # + / - Pressures (psf) ## +/-Pressures(psi r� WINDOW Jam b Glass Type Glass Type Glass Type �WIDTH HEIGHT Anchors 4 5 6 WINDOW Jamb GlassTypa GlassTypa GlassTypa GlassTypa GlassTypa GlassType WIDTH ® oq HEIGHT Anchors 2 3 4 5 6 7 19.125 50.625 60.0 80.0 80.0 %125 26 80.0 80.0 60.0 80.0 80.0 80.0 `2 26.5 50.625 60.0 80.0 80,0 en 26.5 26 80.0 80.0 60.0 8Q.0 80.0 80.0 r} a 3 7 50.625 6 6 0.0 8 0.0 8 0.a 37 26 80.0 80.0 60.D 80.0 80.0 8D.0 °' w 42 50.625 60.0 80.0 80.0 42 26 4 80.0 80.0 60.0 80.0 80.0 80.0 0 , 0. 0 48 50.625 6 a.0 $0.0 8 0.0 \\ 48 26 80.0 80.0 60.0 80.0 80.0 80.0 o 0 a 53.125 50.625 60.0 80.0 80.0 X\ w, 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 � � 19.125 59 60.0 80.0 80.0 y W z 26.5 59 60.0 80.0 8 0,0 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 w 6 o 3 7 59 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.D 80.0 a �" 600 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 �" G5 42 59 6Q.0 80.0 80.0 4 o 48 59 60.0 80.0 80.0 42 38.375 80,0 80.0 60.0 80.0 80.0 80.0 53.125 59 60.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 Z a o 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 26.5 63 60.0 8 0,0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 " 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 K0 80.0 y E 42 63 60.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 /� 6 . . 42 50.625 $0.0 80.0 60.0 8Q0 800 80.0 48 63 60.0 80.0 80.0 N U 53.125 63 60.0 80.0 80.0 48 5D.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 7 4.2 5 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 o 26.5 74.25 60.0 80.0 30.0 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 z 37 74.25 60.0 80.0 80.0 w 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 N W 42 74.25 60.0 80.0 80.0 a 19.125 78 60.0 80.0 80.0 37 59 6 80.0 $0.0 60.0 80.0 80.0 80.0 o z 26.5 78 60.0 80.0 80,0 %%�j 42 59 80.0 80.0 60.0 80.0 80.0 80.0 8 �r` 48 59 80.0 80.0 - - - 80,0 t` q 37 78 60.0 80.0 80.0 1 42 78 59.0 79.0 79.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 80.0 60,0 80.0 80.0 80.0 w DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/4H VENTS 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 # + /- Pressures (Pst) r/Lj / 37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.0 60.0 80.0 80.0 80.0 _ WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - - 80.0 w 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 - - - 80.0 U N 26.5 fig 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 o m m 26.5 74.25 80.0 80,0 60.0 80.0 80.0 80.0 3 W v a a In 37 59 6 60.0 80.0 80.0 0; - - .r.: 37 74.25 so.o $a.a sQ $ .o 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 - - - 80.0 a - m 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 0 #0 0 a Q U U p U N N 53.125 59 60.0 MO 80.0 53.125 74.25 74.0 77.0 - - - 80.0 s C w 19.125 63 60.0 80.0 80.0 j 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 q z o / 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 r/ w 0� w 37 78 8 80.0 80.0 - - - 80.0 37 fi3 fi0.0 80.0 80.0 6 42 78 79.0 79.0 - - - 79.0 b 42 fi3 fi0.0 80.0 80.0 f48 78 71.0 71.0 - - - 71.0 48 63 60.0 80.0 80.0 APPROVED a a 53.125 63 60.0 80.0 80.0 CONFIGURATIONS � �� 19.125 74.25 60.0 80.0 80.0 UN--EQUAL LITE w G 26.5 74.25 60.0 80.0 80.0 z „ Sri/ 37 74.25 8 60.0 80.0 80.0r .r �/: �� :.,, c;c :�r=et� F c� y,4 a z,�; as c�,gsapa�r�a v gviti�ifae�Sca�a�a �w 1° 42 74.25 60.0 80.0 80.0 Dwid:Mg oode �.- 53.125 74.25 60.0 80.0 80.0 .E 19.125 78 60.0 80.0 80.0 /fir j/ r ,/r � � o�a I / / Y . . . . A\ 26.5 78 8 60.0 80.0 80.0 Mg!�-'ng Dade Praeuct C'Morul 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS -.,.E.QUAL LITE Q FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L 7l01 L-7704 O ITEM # PART # REQD. DESCRIPTION REMARKS CO ® U OO �1.094-- FRAME TOP CORNER 1 L-7801 1 FIN FRAME HEAD 6063-TG ALUMINUM o o z F '062 1 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM rc sao .c62 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM E" a e 1 2.285 4 L-7704 1 FRAME FIXED MEETING RAI 6063-T6 ALUMINUM N a `�° rb a W wo a44 '07H'- 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-TG ALUMINUM ® ® " GO C 6 a 00 so4 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 3 W a 54 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z J 0 z y 2.651 dl 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM ® x q P i O ( 6003-^t5 ALUMINUM } ( 6063-'F6 ALUMINUM ) FRAME HEAD co M 0_ 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS aoi W o FRAME SILL 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL L7 v) FRAME JAMB p z a o0 L-7702 L-7703 ( 6563-T5 ALUMINUM } 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 O ~l 2 ( 6063-T5 ALUMINUM } O - i'250—" FRAME JAMB 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP 187°x.230° fs4 q a 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x,350' C7 z o - t.443 14 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x.310' ti F i 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM YY� a w 17 L-4204 AS REQ'D, GLAZING BEAD - RADIUS 6063-T5 ALUMINUM z 2.643 �_I 1 z 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) w s>r (� 04 s0o w J19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) .062 III--.050 .500 - `-'062 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems F 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM ry I 2.733 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL Q pq 23 w AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 H W VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL FRAME siL L O 24 A 2 Laminated Glass SEE GLAZING DETAILS � L-7705 2 O ( fio6a-TB ALUMINUM } L-7706 L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON O ( 6a63-T6 AmnNUM } O ( 6063-T6 ALUMINUM ) FRAME BOTTOM CORNER 7 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON N b„ o � 27AE 2 FRAME SILL FOAM GASKET SELF ADHESIVE - 1.375 w o � ti — \� O 28 HC-026-1 1 SCREEN FRAME & MESH o a w oo ^ -dam 29 L-7730 1 PRODUCT LABEL Z a 062 VENT TOP CORNER s s s 2.000 a 30 2.062 9 m r .052 1.165 31 SM-5504 AS REQ'➢. JOINT SEALANT SM-5504 E E �a E o .062 U U 3 p U N N 32 AS REQD. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL s "gt2 8 w v E< z z VENT JAMB RAIL ---SA75-1 VENT TOP RAIGLAZING L G e VENT SPRING LATCH L7708 BEAB GLAZING BEAD GLAZING BEAD 9 L-7711 rc rc L-7b39 L-4204 � ... -^-.062 ( 6063-T5 ALUMINUM ( 6663-T5 ALUMINUM ) ( 8683-T6 ALUMINUM 05 0 z n L 1 a ODD REVJa,FD E. tB L,151 050 a6 complying x,£u the P?ori.2 m w'oZoe 3 �1� .a9I Illu�l! �4 A peaaa rva '€-'"1 7.� VENT BOTTOM RAIL ExPimhon Dat f j f 1 s 4 VENT BOTTOM CORNER By 09 �09 -.773— Mianxi Dade Pro3"uc8cWW z 69a 466 FRAME & SASH CORNER DETAILS w ( 6063-T5 ALUMINUM } d C] M IAM 1-DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "HS-8700 (Flange-Frame)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E, dated 06/21/19, prepared by manufacturer, and signed and sealed by Thomas J. Soros, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and 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. 17-1212.17 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 19-0708.09 MIAMI•DADE COUNTY= Expiration Date: April 11,2022 1 ' ' Approval Date: August 01,2019 7 qliq Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering& Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Manuel P re P.E. Product Control x miner NOA No. 1 -0708.09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037,HETI-08-2038,HETI-08-2116A and HETI-08-2116B, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. Manuef Per , .E. Product Control E am ner NOA No. 00 8.09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 17-1212.17) 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-012 7.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049,HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056,HETI-10-3057,HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224,HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0 705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thoma J. o os, P.E. Manuel Pe ez, .E. Product Control xa ner NOA No. 1 08.09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series HS-8700 flange frame aluminum horizontal sliding window, XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. 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. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 18-1697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame)Aluminum Horizontal Sliding Window—LM.I." approved on 02/01/18 and expiring on 04/11/22. jb=1 Manuel ez,P.E. Product Contr Exa finer NOA No. - 708.09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-4 General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS P4 C) OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING 0 q Z / \/ HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS � ono\ IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) NO � 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING F M o ` RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS V) a o D E OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. cn oFx o w .. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 v W z y (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z W o q Z B Bl B B 1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE O n = � ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. w OX XO 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES p 01 NOTE: TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE � Z A o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ~' l d 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). a 00 a 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. Z 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. p A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. Z Ey g 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ar O w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. A 11.) SEE SHEET 8.FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. W 0 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE U p \ / 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED E D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 &'5 FOR DETAILS ; & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. �1 A B 'Bl11 IL 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. y q 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ b 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED XOX —Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o ao NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE o v a 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. a N 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 c�� c� 3 m 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 = c e e 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. s s +, +• W W 3 A Al o a N Ua U 3 N p, mol m = N o O <n � c°i cmi a;i YI p~ p Z Z= E v Z� oc E %E => D E t "leOslo fi XOX — Un—Equal Lite (1 4-1/2-1/4� U REVISBD NOTES: s�:om yk with t1 a �6 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 cc aaal�'a x 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 _ €sc� irst on Date 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW I3Y r0hrai ade APPROVED ELEVATIONS TEST UNIT SIZE: 111" X 63" 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE:74" X 63" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS® 73' INTERIOR FRAME WIDTH Cq (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD TWO ADDITIONAL ANCHORS a 0 (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL FOR UNITS WITH DP ABOVE O Q (B) 10 AT EA. FRAME SILL A A 1 +/- 70PSF <4 TOTAL) +/- 70PSF (4 TOTAL) 5' A Z q 1/ y (8 AT FRAME SILL IF DP ABOVE 70.0) A A 1 (14 AT FRAME SILL IF DP ABOVE 70.0) MAX _ 10.781' M"7 11.375' (C) 5 AT EA. FRAME JAMB 4' 00 co (C) 5 AT EA. FRAME JAMB MAX, O.C. --1 4' � q� 14" 4 1/2' 14' O fil (MAX. C.) *SEE GENERAL NOTE #3 & #4. r(MAX. 0. I— M (MAX. O.C.) M E-i } o ` a SEE GENERAL NOTE #3 & #4. a � � I I I I I I � (TYPICAL AT 5'A CO[CAL AT 0 O ALL CORNERS) O w ^ A a c1l 6� to Max. D.L.Q. WidthMax' D.L.O. I dth O M ~' E u = 24 3/8-. 1i 24 3 Ma 1 D.L.O. idth 3 v CQ O F s _�-------I 13 1/4' O.C. - 33-1-�f-- 13 1/4' ❑,C. Z w O O 2 y 3 L7 n rn N L7 n rn O O i� i n ul 00 (L w �. g w / ====,L 1 }t // 1/4' O.C. w II ===�t= c--=11 1/4. D.C. O S r -- D! - L� -@D oc I W w // =-?r==--==i F _j / 13 1/4' O.C. � w / -==?r======±G==9 13 1/4' O.C. N0y U] w F- I! (! O w F-- O I' li �+ a F O H II i, // > H f /\//II��--' 1T C i i i 6 4F 'D I� �f x �I I N j jI ii x ti � Qi - +---- -* -� C/ � i `n z =-fir---- --r'---. � `a X = � ��_= N E' � B B 1 i 13 1/4' D.C, D.C. ~ O M � 5' � W � � o ANCHOR NOTES! ~ W a EXT. & INT. FALSE COLONIAL ANCHOR NOTESI L SAME ANCHOR SPACING R HEAD & SILL MUNTINS ARE APPLIED W/ 1. SAME ANCHOR SPACING AT HEAD & SIL \ / EXT. & INT. FALSE COLONIALCD 2. TWO ADDITIONAL ANCHORS REQUIRED W/ SILICONE AND ARE ��// MUNTINS ARE APPLIED W/ U AT MEETING RAILS FOR UNITS WITH 2. TWO ADDITIONAL ANCHORS REQUIRED 999 AVAILABLE AS OPTIONAL AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE (� DP ABOVE +70PSF / - 75PSF <4 TOTAL) DP ABOVE +/- 70PSF <4 TOTAL) AVAILABLE AS OPTIONAL, NN�������� � XOX WINDOW EQUAL LITE , Z ` NSI IVERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 10 WINDOW EQUAL LITE A x TEST UNIT SIZE: 111" X 63" 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 NOTES, OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 H q INSTALLATION FASTENERS �k 111' OVERALL FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 H (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70,0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) 1/ ' FOR 70PSF <4 UNITS TOTAL)H DP 5 (C) 5 AT EA. FRAME JAMB r(Ml 70 4•� �- 12- --� SERIES-8700 HORIZONTAL SLIDING WINDOW SEE GENERAL NOTE #3 & #4• ( cMAX. °°) FLANGE FRAME ELEVATIONS - L.M.I. u N N gom i I I I 1 0 0 o a d T (TYPICAL AT q Q y ALL CORNERS) s s v v F Max. D.L.O. Wid Ma D.L.O. idth 24 3/8": 33 1 t) I lt- 4 m 0 o 4 U-l O.C. U Um o� 3 = cd 0 S LD n ) a a° :t2 : to LK to U w w _ -1I = 13 1/4. D.C. > H c c m x Z II w a,It o as a v ( i I I I o J W r----- rt 13 1/4' D.C. C C a Ld Z 25 ID D.C. d. sW t 0 04 5• proTstJCT BEVI g "' Lu :1a� thes . t g,va Fl a ��-ply dLA ANCHOR NOTESs i3iBilding Calc 1, SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE F3 aw 1t2t ' ' 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED W/SILICONE AND ARE AVAILABLE saa �Dale. AS OPTIONAL. MEETING RAILS FOR UNITS WITH DIP " ABOVE +70PSF / - 75PSF <4 TOTAL) 'XOX„ WINDOW - UN-EQUAL LITE NOTES, 1t his :€1 C. ' W 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 i .`�'gsat AE _ ✓� Tel ¢ 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 A 1/4' TAPC❑N W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 SIM.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY T❑ BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 v� FOR MAX, FASTENER SPACING) & TO BE REVIEWED BY BLDG. ❑FFICIAL (TYP.) (EXTERI❑R FINISH BY OTHERS) FOR MAX. FASTENER SPACING) a 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWS❑N NOT BY LAWS❑N INDUSTRIES, INC, o o EDGE DISTANCE ( INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED } ? r, "r` to 1O Q w a v BY THE GLAZING SYSTEMY(( M aoto O A v v 1 1/4' MIN. v :q' ''t. �� o tO10 Z o 0 a EMBEDMENT a. d v 94 d ° v :` � 2X °' of o 0 d f`` Y V MIN. z w v �i z y fY EDGE ANCE LJz° o E" �v Y t o w = q GPI u ao 0- o C �7 F rn EXTERIOR GRADE 12 1/4' MAX. t i/4" z z co of SHIM SPACE �w 2X (MIN. EMBED.) p PERIMETER CAULKING CTYPJ �w TYR O Ad Z ' rr 134 z a II 11 U Ey W Ii ;I 15 Z rr z A 11 ! i ifii H N 0 O !i -+ o j II EXT. GRADE PERIMETER 1/4' MAX, 04 U 14 if i 15 ii i ii 6 CAULKING NOT BY SHIM SPACE m it ii TO BE N INDUSTRIES', (TYP) !i if (� 0 4 !! TO BE APPLIED BY OTHERS ! CTYP.)i i! FiW pH p Ix ii n i! it ii it TT 00 li jl II ii II i j' 'i .I CLEAR SILICONE ADHESIVE EXTERIOR BEDDING COMPOUND = Ii if i I! ii If if li if i itINTERIORLO z 34 A 1 _ = EXTERIOR INTERIOR A W I i' 'i is i is is - !I I! ii i! it L3 Y I i! ii ;I ij ji j! ii ALTERNATE DETAIL !I Z a z X D i i! i; LAMINATED GLASS li it i! !! !i i i ii ii i� t ti it it ,! ij Q J w�p I i !: I !. if " i0 < ii r 1! WOOD FRAME INSTALLATION DETAIL o _ w 14 6 NNE n � � w 3 i i s i o3 zA iII If II WINDOW INSTALLATION NOTES: gn ! a vs o:cwPc ocwc u o oa.d! m to 1. THE WINDOW FRAME FLANGE T❑ BE BACK-BEDDED W/ AN EXT. � `�' w 3 3 i o ! GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE o L t 28 BY WIND❑W INSTALLER (TYP.) " " 0O) v 3 g 20 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 4- mo m = o O f%1 i HI-RISE SILL- ❑PTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK a 3w 3 1 2 + I 26 36 FOR DP ABOVE +70.0 PSF BY OTHERS (TYPJ a) (+80.0 DP MAX.) o o SEE DP CHARTS ON s WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR S m a a a v 26.1 I ( SHEETS #4, #5, & #6. MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. r000 o v o 6. 10 32 . 13 f�� Q � ci o w BO B 1 13 ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, ORg11t z . .. ............ ik EXTERIOR GRADE 4 :.:.a.::- EXT. GRADE 1/4' TAPC❑NS or APPROVED CONC. FASTENERS INTO CONC., t1 --I . PERIMETER CAULKING ... 1, CAULK WITH A MINIMUM ❑F 1 1/4' PENETRATION INTO WOOD ❑R `� � � �� 46, C❑NC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) d a 1/4' MAX. d n 4 1/4' MAX, e a q• a SHIM SPACE a q, ° a SHIM SPACE r� it A c (TYP.) d ri (TYPJ04 4 1 1/4' MIN, 4 -- •1 1/4 MIN. - a: aEMBEDME a. EM°.B EDMENT : ,11,NT 1 : { _Florida 4. s a 1` d �� 1/8' MIN. Liam-ralion Date EDGE DISTANCEI S w���� OPTIONAL SILL DETAIL A 1, ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG, ❑FFICIAL (TYP,) � a BY OTHERS (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON O INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED c A El o BY THE GLAZING SYSTEM Z A q INTERI❑R FINISH to q P" (BY OTHERS) `O � z '•:'<. PT, WOOD BUCKS o H o A 21 23 LAMINATED GLASS A li4' MAX. 33 to SILICONE ADHESIVE ° CD -1 M z_ #14 S.M.S. W/ i 1/4' SHIM SPACE BEDDING COMPOUND SHIM SPACE W w y MIN, EMBEDMENT INT❑ WOOD. (TYP.) w o INTERIOR (TYP,) -i z o (SEE ELEVATI❑N AT SHEET #2 7 17 34 3 0 A z FOR MAX, FASTENER SPACING) 2X 5 27 ado a rk ci / ::� 0 1/4' TAPC❑N W/ 1 1/4' z o 1 1/4' MIN, MIN, EMBEDMENT INT❑ C❑NC, d EM ENT - :_:_•._-_- -• --•- - -- --•• (SEE ELEVATION AT SHEET #2 Z o FOR MAX. FASTENER SPACING) o a a ----------- o Ir i' MIN, --- - EDGE d �Ui DISTANCE 16F, o i 1/4' MIN. H q Z a 14EEEfEECEEK<{�ECf£EE{ 17 8 1 1 =__ _____ ____-____-= EMBEDMENT � O _._._._._._._._._._._. {ffEFcFF{{{flC C{{f Ef ,n fs, ~' '�i'r3�i'rb'7`r�`�'r'r'\r~•���.� ------- ---------------- ------------ '• a 1 1/8' MIN. �,yam Ul p °. EDGE DISTANCE EXTERIOR WALL FINISH ° W x A BY OTHERS (TYPJ 28 4• z O 4 EXTERIOR 18 19 14 11 °' F E Z_ 0 EXT. GRADE ::�:• 'a � � co uwj CAUL n' CO m STUCCO OVER METAL LATH NAILED TO O K .:,;..::,: `� EXTERIOR GRADE PLYWOOD SHEATHING EXT, GRADE PERIMETER O F� TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY H U a (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', H NOT BY LAWSON INDUSTRIES, INC, TO BE APPLIED BY OTHERS 73' MAX. CTYPJ WIND❑W FRAME BUCK WIDTH r o p V• n 74 MAX, \ \ cu WIND❑W FRAME FLANGE WIDTH u N N o a m "XO" WINDOW EQUAL LITE 0, 3 ( "OX" REVERSED ) W W 3 i i t L C O O In W 4 " UO V 3 4- .N Ll m O 30 31 WINDOW INSTALLATION NOTES: 5 C$ ;M 3 W w 8 8 1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. N g� z z w GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE > > °a 240 0 -- ~ BY WIND❑W INSTALLER CTYPJ E-a E i 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO ' ' 8° 6 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK a Fa ci d Ld p BY OTHERS CTYPJ a a a 22 21 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 5 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. '. ® l , ' ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR LOCK LATCH AND SWEEP) OPTIONS 1/4' TAPC❑NS or APPROVED C❑NC, FASTENERS INT❑ C❑NC., ,C ;iSI3 ) `u WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR �ibftftwkla zs d 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE C❑NC. (REFER T❑ LOAD TABLES FOR QUANTITIES REQUIRED) $�� Co LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. s 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a �Y�� 4 $c Psr FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. Pro uct A # 12 X 1 3/4' S.M.S. 1 1/4' MIN, WOOD EMBED a ;; (SEE ELEVATION AT- SHEET #2 O h FOR MAX, FASTENER SPACING) p A w CLEAR SILIC❑NE ADHESIVE PT. WOOD BUCKS q Z A 1�21/4' MAX, 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS d. ,� 00 D) zo a SHIM SPACE 1/4' MAX. M E Y (TYP.) 33 N EXTERIOR SHIM SPACE d V) CTYP 7 17 J a 5 27 �' 30 31 a � `" z u ci if 1/4' TAPCON W/ 1 1/4' Z >- w w y _ MIN. EMBEDMENT INT❑ CONC. w o Z _ ___ _ __ (SEE ELEVATION AT SHEET #2 N w _:__ = q _ _ _ = - FOR MAX. FASTENER SPACING) 14 __. ix oo a o . .. .. .. .. .. 16 tj z o 1/4' IN. _-- - 1 1/4�MIN, hMBEDM T 8 18 -____-___ zm EMBEDMENTo ----- ------------------- a a. 1 1/8' MIN. y------- EDGE DISTANCE z o- d. H b z a 0 a , a F EXT. GRADE W O w EXT. GRADE CAULK d' x A CAULK O O O E h � E� ►n V U Vl 00 WIND❑W FRAME BUCK WIDTH A x a Fi U H WINDOW FRAME FLANGE WIDTH 'XOX" WINDOW EQUAL AND UN—EQUAL LITE o 0 0 m N N (U U U [��! N 1\0 tp v o a WINDOW INSTALLATION NOTES: w m a o o d ._ .o r O 4 0 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, s s + + w w ; GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER 'OF FLANGE i s t .5 BY WIND❑W INSTALLER (TYP,) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO a w mo S ; o 0 o BE SEALED W/ AN APPROVED EXTERI❑R GRADE CAULK � a in�n � BY OTHERS (TYR) a s aW ; T w w 0m U ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR a> > oa o z z MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ; rr e E l H o o V ANCHORS NOTE: b ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR a a a 1/4' TAPC❑NS or APPROVED C❑NC, FASTENERS INT❑ CONC., g .� WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD ❑R1 , CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) r , 03 , 4Ir PIi0D1.fC T RE-Vi sED Js c0l-ll:,Ayiv'9 with'he Florida a el;satg Code � Acceruitacc gia By ...... �� I A DESIGN LOAD CAPA CITY(PSR- OX orXO WINDOWS # # +/-Pressures(Ps fl � WINDOW Jamb H& S Glass Type"A" (*2) Glass T pe "B" (*2) Glass Type "C" (*2) Glass Type "D" (*2) Glass Type"F' (* 3) Glass T pe "F"(* 3) c Q WIDTH HEIGHT Anchors Anchors sf + sf - sf + sf - f (D a q z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M 00 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a o w s 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 0 a o m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 -1 M 72 24 3 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z ,�" wrn y z 24 36 3, 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a o z a z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 M a o 0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �' co $ 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0cc a " 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U a F 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 d : 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U1 0 o 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w w x o 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N t- a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 00 26.5 1 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z a 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 co 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - b 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 0 o d d t a, v v r 4 a ti 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 f, W W 3 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ` ` to.� 0 ` c. c. 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 mo " ; m 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a -";4w 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0A c m z z w 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 _ o c p N 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ '� 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ¢ °° " Li a a a 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 #dl¢Ir1F1f1 � 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 ' 6 8 65.0 65.0 1 65.0 65.0 65.0 70.0 - - - - Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 1001 ' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW " (WINDOWS WITH GLASS TYPES "A, B. C, & D") U C.T REV1S GD 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP r ' n -W (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. .%! ice/ \\� �� z�: ? ic-ki Date SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4 - 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON \\ 4LL � WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. � IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. pg A DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-E ual Lite 114-112-114 +/- Pressures(pst) FRAME SIZE #Jamb # H & S Glass Type "B" (* 2) Glass T pe "C" (* 2) Glass Type "D" * 2 Glass T * '� (* ) c Q ( ) Type E ( 3) Glass Type "F ( 3) Glass Type G 2 0 WIDTH HEIGHT Anchors Anchors + psf - Psf + psf - Psf + psf - psf + Psf - psf + Psf - psf + psf - psf a z w a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° o 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E- 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `n o ( 0 o cr 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 rn o i � w ` 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 ~' o 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z W o o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 z z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co m 0- w o 0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z g 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 5 2.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 4 E, : 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z o N c.� 72 60 5 7 - - 52.0 52.0 E 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (ll o X 84 60 5 8 = = 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w o 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �, o 2 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 CO A 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -471 A 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N N o 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � `° 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , d 't y F A, q y 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -5 W W 3 i L :5 ._. 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w "0) 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a d m i m o 0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a a `a j 3 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 R w to m e m x z ill 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a v a< a 02' O� Ev E 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ "' " c; W 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0z�� Notes 1.) SEE` 'SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. � e4& 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW fl (WINDOWS WITH GLASS TYPES "A, B, C, & D") Eri C T VFD t 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP �i5n the S iorida (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. /.' /.' /.' 1 r SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON r . WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. I IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. de ptofi=t C XOX - Un-Equal lite "& A DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Equal Lite (113-113-113) + Pressures(pst) FRAME SIZE,, #Jamb # H & S Glass Type "B" 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type 7" (* 3) Glass Type "G" 2) Er- " '0 q I WIDTH; HEIGHT Anchors Anchors + psf - psf + psf psf + psf I - psf - + psf + psf 0 Z psf psf - psf '0 Z to 010 Ell c 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 52.0 75.0 E� 75.0 52.0 65.0 0 cr g a W 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (n 1 0 M ,:4 z 84 24 3 9 80.0 80.0 80.0 80.0 65.0 7&0 65.0 75.0 52.0 52.0 65.0 75,0 0 0-1 10 CD 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z c W 0 Q 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -J Z q z 84 36 3 9 00 z 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 E- 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 0 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1z 00 84 48 4 9 - - 'I 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 -q 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6 . ........ - - 520 520 650 750 650 750 520 520 65.0 750 E-4 72 60 5 9 5; 84 60 5 9 - - z 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Qr 0 53.125 26 3 6 80.0 80.0 80.0 80.01 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C 0CN4 0 0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CD 11 6 z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co 0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U) W tit 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Aco 74 38.375 4 9 - - 52-0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CD cb 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cu cu E; 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N N 8 P4 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v v 0 R 4- 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1- L 10:� - 0 0 . (0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 oa 0 3c UM 01 UM 0 4� .0 - - 79.5 63 5 9 52.0 C, 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 > > E& Ea 84 38.375 4 9 70.0 75.0 52.0 52,0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 1 ' -a ' 3) 1 0 c 0 0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'i ci Lj 84 58 5 1 9 52.0 1 52.0 1 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 52.0 52.0 65,0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") MODUCT P E Vi'SSD -4,% 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP wih the Ffqridi z (WINDOWS WITH GLASS TYPES 7E, & F") AND +80.0 DP MAX. x, rj C SEE HI RISE SILL DETAIL "BI" AT SHEET 3 OF 10. Ac col 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) By 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal Lite _ 11 # 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS � 33 19 ALUMINUM MULLION FLAT HEAD, PHILLIPS, 34 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET #2 ITEM # PART # REQD. DESCRIPTION REMARKS q ` MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND •SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM o A z DOW CORNING 899 (ALUM. 0.078" MIN. THICK) ,----- I co a I, II 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM SCHNEE-MOREHEAD 5731 �� �� (D CO 0.600' TREMCO SPECTRUM 2 3 L-7701 1 FRAME FXD, JAMB 6063-T6 ALUMINUM M oI o NOTE: THE LOWER PRESSURES OF INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM N a 0)CD w GLAZING DEPTH �� II pe THE WINDOW OR MULL SHALL GOVERN Ii II LAMINATED GLASS COMPOSITION - TYPE B in `O p w O 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM o A F o ITEM GLASS DESCRIPTION 3 DEMO[, LAMINATE DESCRIMON �� i� 6m O O _ _______ i i i i 6 L-7707 1 VENT T❑P/BOTTOM RAIL 6063-T6 ALUMINUM 1 1/8' ANNEALED GLASS I I v' 2 0.090' PLASTIC INTERLAYER ] SAFLEX PVB by ------ 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM v f=+ ........ .. .. ace :_:_: =_ L7 y 3 1/8' ANNEALED GLASS 1 0.340' Eastman Chemical co. �� �� , Z W p O rZ O �i 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM j Z A li it 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM uj a o LAMINATED GLASS COMPOSITION - TYPED i I I I00 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION -.=--:_:_:=.- I I I ( �► Ad O 1 1/8' HEAT-STRENGHTENED GLASS v' -.-- - - -----� ---------------- 11 L-7708 AS REQD, GLAZING BEAD ( 3/8' > 6063-T5 ALUMINUM D of 2 0.090' PLASTIC INTERLAYER TROSIFOL PVB by a �] ' = _- ==� 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 1` JJJ Kurnray America, Inc, a 3 1/8' HEAT-STRENGHTENED GLASS I 1 a34o' EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL '� W .a A+' A LAMINATED GLASS COMPOSITION - TYPE E PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQ'D, L D. VINYL BULB 1/4' DIA, BULB #3033 z TPEII GLASS DESCRDPTION DETAM LAMINATE DESCRIPTION 15 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .230' h U ti a j 'l — E2 FRAME MULLING DETAIL Z � a : 1 1/8' HEAT-STRENGHTENED GLASS .vee- _-._.:_ _ 16 PWS-005 AS REQ'D, FIN SEAL WEATHERSTRIP 187' w x 350' h .- _ SAFLEX PVB by 2 0,090' PLASTIC INTERLAYER Enstnnn Chenicat co. 17 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .310' h Qr C) 3 1/8• HEAT-STRENGHTENED GLASS ' 1 a34o• 418 L-7711 AS REQ'D, GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM r;, N M 0 LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS AR 19 PWS-001 AS REQ'D, PILE @ GLAZING BEAD .187' w x .150' h aO F ITEM GLASS DESCRIPTION DETAM 7RDSIFOLATE DESCRDImON MULLION TYPE, SIZE AND MAX. _ DESIGN PRESSURE LIMITATIONS. 20 x N ►�i q 1 1/8' ANNEALED GLASS L -- NOTE: THE LOWER PRESSURES OF ryry aosa PVB by 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM W b O Z 2 0.090' PLASTIC INTERLAYER THE WINDOW OR MULL SHALL GOVERN ' '�• '-- _'_' '--' Kurnrny America, Inc. � V G Z � 3 1/8' ANNEALED GLASS t a34o 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON Q i- LV SHIM (SEE ELEVATION AT SHEET #2 23 L-7523 i x LATCH LATCH SPRING STAINLESS STEEL �' 00 INTERIOR FOR MAX. FASTENER SPACING) ch • *60 ��--��1 24 3K 2 SILL/JAMB J❑INT GASKET 1/16' CLOSED CELL FOAM n 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P,H./PHIL. Ir _ 26,1 HC-044-1 2 WEEP FLAP & BAFFLEONE OPTIONS' 26.2 HC- 1 X WEEP ❑PEN CELL F❑AM PAD 1/2' X 1/2' X 2' L. W CORNING 899HNEE-MOREHEAD 573127 HC-040-i 2 SASH ROLLER & H❑USING33. EMCO SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME & MESH 2 8 r \ a GLAZING DEPTH I 29 3K 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. Cu Cu N N INSULATED LAMINATED GLASS COMPOSITION TYPE A u 6 o a Ca ITEM GLASS DESCREMON DETAIL LAMINATE DsscRDntoN ZZ_ 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON c _co F c o 1 1/8' ANNEALED GLASS 61 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL w w 2 0,090' PLASTIC INTERLAYER WINDOW FRAME NOTE 3 ® v, PERIMETER 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM i i L L s/e• SAFLEX PVB by 0 0 u) m 3 1/e' ANNEALED GLASS --��___--�� SEALANT i. ALL STEEL IN CONTACT WITH 33 �l 2 LAMINATED GLASS See Details @ L.H. of sheet 9 m� m ; o 0 oyu• _ Eastman Chemical co. EXTERIOR ALUM. TO BE PAINTED OR PLATED. 4 1/4' INSULATED AIR SPACE � .1L9' __ _ -=' 5 1/8' ANNEALED GLASS (w) t a34 2. METAL STRUCTURES: 34 3l AS REQ'D. GLAZING SILICONE See Details @ L.H. of sheet 9 e o �M r D7 A) STEEL : Fy = 36 KSI MIN, (STEEL 18 GA. MIN. THICK - 0.048") 35 L-8301 1 FRAME SILL 6063-T6 ALUMINUM a -a mw o w INSULATED LAMINATED GLASS COMPOSITION TYPE C B) ALUMINUM 6063-T5 MIN. 36 L-8302 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM i o� o z z J Q ITEM GLASS DESCRD'TION 5 DETAII LAMINATE DESCREPTION (ALUM. 0.078" MIN. THICK U Ea E v i 1/8' ANNEALED GLASS _� ) 37 OPTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM Z i i o v < N ,.e -__:_: -_:_ E 1 METAL STRUCTURE ATTACHMENT DETAIL 38 SM-5504 AS REQD, JOINT SEALANT 2 0,090' PLASTIC INTERLAYER v I ® .1/4' Q � U � 41 3 1/8' ANNEALED GLASS =-•__ TROSIFOL PVB by 39 AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL } 1 a a a } t - 0.340 Kurnray America, Inc. 1+ItI �� 4 i/4' INSULATED AIR SPACE IL@' "==' J 5 1/8' ANNEALED GLASS (0) , INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS RGD, C T -V, 2 0.090' PLASTIC INTERLAYER U the Florida•as g _ _ TROSIF❑L PVB by 3 1/8' HEAT-STRENGHTENED GLASS _- - -- e 3eat {$� r' 1 4r } ' .oso ' Kurnray America, Inc. g . 4 1/4' INSULATED AIR SPACE 1 1G19' 5 1/8• ANNEALED GLASS Cam) I 1 tTj 2j'34" } d 1+r3gstss2 (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. 3y $A " IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, rv,lianli GLAZING DETAILS AND OPTIONS are: A FRAME VENT JAMB FRAME JAMB FRAME HEAD tt______________200o SILL TRACK O L-7703 � 1.2so--� L-8703 I L-8702 .093 12 1 FRAME TOP CORNER Q \ \ too(0 A � a --,D62 1.285 M Cq o 2.643 SILL RETAINING CLIP L-8705 8643 o O in � ... 10 t W y 12 062 Z w w 6 L7 p FRAME HEAD p 0 Z 1.466 062 VENT TOP RAIL Ln 1i1 = A m - 00 M 0- 1--1.439� 750� FRAME JAMB W O O O FRAME SILL FRAME HR SILL — .7sa z- L-8701 L-8301 SILL RETAINING CLIP a O z a O35 L-8302 P4 O � 04o 36 O O Z H ad k FRAME BOTTOM CORNER FRAME MEETING RAIL H a Z to 2458 VENT TOP CORNER a O a ---.062 \ FRAME SILL N E- 3.388 �M \`� Q' A 2.374 O O A62 VENT JAMB RAIL `\ W C4 x Oz .074 `\`\ a C U F I—.754-{ VENT LOCK RAIL I W x VET SPRING LATCH A x 062 i 2.655 21 H 08.0 1- 2.655 1 rip i 1.235 a c VENT INTERLOCK RAIL FRAME FIXED JAMB _ L-7705 L-7701 .. " O N N n W O 3 5 s o cm o a O -' .698 VENT BorroM RAIL FRAME SILL / MEETING RAIL FRAME SILL o° o 1 +> + w w 3 {{ VENT TOP/BOTTOM RAIL q 1 L. L t t 062 2.063 '750 062 L-7707 VENT BOTTOM CORNER v v o°o ; 1 O 1.375 I I 4- 41 m o L a , ;`' 3 w w to " �� m z z N UI CF G O Vl G r 65 b I 062 11 FRAME & SASH CORNER ASSEMBLY DETAILS Of Ev E - 1.075-- 2.651� o 0 a ro N S W U 0 l.i a a a VENT JAMB RAIL FIXED MEETING RAIL L-7706 L-7704 SILL ANCHOR CLIP Is%IJIM1111 OL-8830 GLAZING BEAD �� � 8 O 32 GLAZING BEAD L-7711 L-7708 18 � ��� a .062 r weth the F10�rict m 185 <nn 5 trio Ma" o FZ 1 1 cite,x 111�COY 2.000 2.285 094 0. 1,450 078F _ Lxpirgj €ate w �`� & 062 O50 ( .050 850 l.504 .850 � �" � �,�ial--a"Dade r s 2.794 1.235 773� 773 "Oil A M IAM I-DADE MIAMI-DADE COUNTY 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.2ov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0529.03 MtAMbDADE COUNTY ; Expiration Date: May 30,2023 ! 1,1,50 Approval Date: June 14,2018 16,15 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) rl it Manuel Perez, Product Control Exa :in�er NOA No. 18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E- 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-012 7.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P ,P.E. Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001, titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. 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 108-1/2" span aluminum 2"x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. Manuel Pere Product Control E =neNOA No. 18- Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120" horizontal span and 74"vertical span, 2"x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span, 2"x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel Pe rez, Product Control Er NOA No. 183 Expiration Date: May Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. o GLAZING HORIZONTAL MULLION O q PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS (0 (0 co ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY ,"`� y O PRODUCT �' o oco W o ---- ---- - + N - GENERAL NOTES: o 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th z 1 a y + c14 Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 O Z VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE O z MULLION MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER � n a INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Ca Ij II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, d O Z = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. GLAZING GLAZING GLAZING _j Q I— GLAZING w PRODUCT PRODUCT PRODUCT :D V PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y z a LOADS TO THE STRUCTURE. Q ED z 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS UW EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z y z i ANCHOR/CLIP 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H a a ARE NOT PART OF THIS APPROVAL. O d 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o d WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, Nw W W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. >v MULLION SPAN y) 71z F 2 WIDTH (W) = W1 + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. H ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL 'DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N o o 4 OF 10 FOR DETAILS AND NOTES. � e l * REFER TO SHEET 5 OF 10 FOR LL DESIGN PRESSURE CHARTS v � 2 2 ° MAX.. 0 GLAZING s w W ° ° y PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS S n d a VERTICAL --- 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ° o Cl) MULLION + * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS ° v m m o Z a a 3 3 U GLAZING GLAZING J 0- W W PRODUCT � o 0 oPRODUCT a z z W PRODUCT PRODUCT o� � U o ° v a VERTICAL D `J ¢' o w ANCHOR CLI MULLION ANCHOR/CLIP I- 0 1�� a�®trrtlt W1 W2 � ® W 1 —` W2 F c' �` W MULLION SPAN . `* RE ms PRODUCT REVISED � . :, ae cn:alplying w4h the Florida Q � W 1 + W2 W 1 + W2 13ua1 ling Code t, WIDTH (W) = 2 WIDTH (W) _ Acceptance 2 Exn'Eation Date � c �® TYPICAL MULLION ARRANGEMENTS V €Aade product t ��� tr �ti��� E— I . d Q k 1.690 125 .062 1.500 p .156 TYP. - - Or 62 V 125 O O �p tD a cn CO 3.000 1..500 M 00 CO � rT71 L405 062 M H o 01 4.000 4.000 .115 1.732 125 N oa Cb z o o � � A 3.000 3.062 3.000 .115 O o Q d �0' 2 X 4 TYPICAL 2.000 1.732 2.062 3 .. W 4.500 STD. TUBE WINDOW FRAME 7rl 2.000 Z w o O fW y MULLION o o Z Z O 2X MULLION CLIP I I I LO � a z o 6063-T6 .188�I 102 I�1.000 d 156�LI-062 .102 1.000 �I 156 078 d a 6.000 41� 1.062- 1.188 � 1.188 �1.062� � � to � NOTCH "L"� 2 X 6 'L' OPTIONAL 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 r W O STD. TUBE H ¢ CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION m E a MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 Q E� m F Ixx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 in. U V) i o Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in, Sxx: 0.370 in3 Sxx: 0.330 in. J e a L2.000 e X p e (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ ZREVI U ,a I STANDARD TUBULAR SHAPES �2.000-y 1 jv Cc Q I TYP. WALL = .125" ALL I 8 �'�z�ith the Florida li ALLOY = 6063-T6 1.000�{ g .,i. �t d .125 Acce9la ice Tka L W �l .750 i TYPICAL E% i ticnZw 44 ¢ GLAZING PRODUCT , 124 1.000 El a 125 gars BCte Pr Let j - �0 �2.000-=j i 1.000 2.000 .125 2,250 = I m 125 A 4.000 6.000 3.000 H ro .125 4.500 2.000 CD 4.000 1 X MULLION CLIP 2.000 3.000 4.000-10 o N \ 6063-T6 L c c o o LO a o MULLIONS CONTAINING STD. TUBEXMULLION STD. TUBE MULLION STD. TUBE MULLION , r uwj N c c h NOTCH TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6063-T6 6063-T6 m o \ OPTIONAL 2 X 4 4 4 4 2 4- cJ V o HORIZONTAL OR VERTICAL Ixx: 2.070 in. Ixx: 0.950 i s Ixx: 0.330 in3 m m Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. e o SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION STD. TUBE MULLION v a 3 3 a ¢ < FASTENERS SIZES AND SPACING 6063-T6 6063-T6 S d o u w w a Ixx: 8.280 in4 Ixx: 2.980 in, 2 2 o 2i Sxx: 2.760 in. Sxx: 1.490 in. " z � E 'F J J E E f� 2 ' ' U U o ro m CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS U 'i `'' d MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY " USE CHARTS AND GRAPHS AS FOLLOWS. 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON S MIAMI-DADE x � STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. w 1 X 3 2.688' m �� � �COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD O C. NOTCH 1 X 4 3.688' REQUIREMENTS. Eoa co 7 . OPTIONAL ' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT v�tr�`r' v 2 X 4 3,688 APPROVAL. NOTES: 125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET Q0 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o �Ty =I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED x w " SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR c 11 j LI 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. x I ANGLE CLIP USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a I I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION wl F=-2.000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Q TUBE MULLIONS F TUBE MULLIONS TUBE MULLIONS w Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Wi- -dth w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 o 18 125.0 125.0 125.0 125.0 125.0 18 28.3 81.5 125.0 125.0 125.0 18 - 19.3 42.1 60.5 125.0 0 z o a 24 125.0 125.0 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 125.0 24 - - 31.5 45.4 126.2 30 123.0 125.0 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 - - 25.2 36.3 100.9 M w uo z 36 102.5 125.0 125.0 125.0 125.0 36 - 40.7 88.8 127.8 125.0 36 - - 21.0 30.3 84.1 M co y o 42 87.9 125.0 125.0 125.0 125.0 42 - 34.9 76.1 109.5 125.0 42 - - 18.0 25.9 72.1 V, a 0) v o Q o 48 38- 3/8" 76.9 1 125.0 125.0 125.0 125.0 48 74-1/4" - 30.6 66.6 95.8 125.0 48 120" - - 15.8 22.7 63.1 0 2 z tn 54 68.3 137.6 125.0 125.0 125.0 54 - 27.2 59.2 85.2 125.0 54 - - - 20.2 56.1 of O Q 60 61.5 123.9 125.0 125.0 125.0 60 - 24.4 53.3 76.7 144.2 60 - - - 18.2 50.5 a z > V) d y 66 55.9 112.6 125.0 125.0 125.0 66 - 22.2 48.4 69.7 131.1 66 - - - 16.5 45.9 � Z q z 72 51.3 103.2 125.0 125.0 125.0 72 - 20.4 44.4 63.9 120.2 72 - - - 15.1 42.1 to o = > O ~ 78 47.3 95.3 125.0 125.0 125.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 00 a a a o 18 89.3 125.0 125.0 125.0 125.0 18 - 56.3 122.6 125.0 125.0 18 - - 31.6 45.5 126.4 �Dco ran a 24 67.0 125.0 125.0 125.0 125.0 24 - 42.2 92.0 132.4 125.0 24 - - 23.7 34.1 94.8 w 30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 - - 19.0 27.3 75.8 a� d 36 44.6 118.6 125.0 125.0 125.0 36 - 28.1 61.3 88.3 125.0 36 - - 15.8 22.7 63.2 H 42 38.3 101.7 125.0 125.0 125.0 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 cn 48 50-518" 33.5 89.0 145.4 125.0 125.0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 U E, :�5 Q i 54 29.8 79.1 129.2 125.0 125.0 54 - 18.8 40.9 58.8 125.2 54 - - - 15.2 42.1 Z Z co p ~ z 60 26.8 71.2 116.3 125.0 125.0 60 - 16.9 36.8 53.0 112.7 60 - - - 37.9 o 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 102.4 66 - - - - 34.5 � 72 22.3 59.3 96.9 139.5 125.0 72 - - 30.7 44.1 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.8 125.0 78 - - 28.3 40.7 86.7 1 78 - - - - 29.2 w Y w H W � C/I 18 62.6 125.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 125.0 18 - - 24.3 35.0 97.4 24 46.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 - - 18.3 26.3 73.0 a E" 30 37.5 108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - - - 21.0 58.4 36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59 1 143.8 36 - - - 17.5 48.7 > a 42 26.8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 41.7 A z 48 57" 23.5 67.5 114.7 125.0 125.0 48 96" - - 30.8 44.3 107.8 48 144" - - - - 36.5 1 Z w 54 20.9 60.0 101.9 146.8 125.0 54 - - 27.4 39.4 95.8 54 - - - - 32.5 F, z o 60 18.8 54.0 91.7 132.1 125.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2 66 17.1 49.1 83.4 120.1 125.0 66 - - 22.4 32.3 78.4 66 - - - - 26.6 o 72 15.6 45.0 76.5 110.1 125.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 a o o " 78 - 41.6 70.6 101.6 125.0 78 - - 19.0 27.3 66.3 78 - _ _ _ 22.5Im vcQ o o .. 18 46.3 133.4 125.0 125.0 125.0 18 - 26.5 57.7 83.1 125.0 18 - - - 31.0 86.1 :. : c o .o . 24 34.8 100.0 125.0 125.0 125.0 24 - 19.9 43.3 62.3 125.0 24 - - - 23.3 64.6 Q) -c w C a a 30 27.8 80.0 125.0 125.0 125.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 s U r s N i 0 36 23.2 66.7 125.2 125.0 125.0 36 - - 28.8 41.5 113.6 36 - - - 15.5 43.1 -T '- m m 0 42 19.9 57.2 107.3 125.0 125.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 o a a a a 48 63" 17.4 50.0 93.9 135.1 125.0 48 108" - - 21.6 31.1 85.2 48 150" - - - - 32.3 ; 3 0 54 15.4 44.5 83.4 120.1 125.0 54 - - 19.2 27.7 75.7 54 - - - - 28.7 0 60 - 40.0 75.1 108.1 125.0 60 - - 17.3 24.9 68.1 60 - - - - 25 8 U > .`2 o z z d 0 a a o z 66 - 36.4 68.3 98.3 125.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 0 E E a a 72 - 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 - - - - 21.5 A¢ � u o o a 78 - 30.8 57.8 83.2 125.0 19.2 52.4 78 - - - - 19.9 HORIZONTAL MULLION 'c`LAzwc TYPICAL MULLION ARRANGEMENTS ........ ii� VERTICAL PRODUCT i MULLION _ ARCHES TO BE INSCRIBED to Z sa INSIDE RECTANGULAR SHAPE ca F" Z O z O Z NOTE: ck;i I GLAZING GLAZING J Q PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED p4 iDr' 1�I t�FvIS •'d }°e > ® o c� c�mPm�nE °th the Florida e o,ci VERTICALLY OR HORIZONTALLY. svt GLAZING GLAZING I3 :4ddr C io&e PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) coAOLypt , w €:x :ration Date E p � m� ��w1 w2 WIDTH (W) = wi + w2 y °' w MULLION SPAN 2 Ivlim ii mdeprodtect of a E a, d E Q 1.690 � 125 1.000 .062 .688F.312 1.000 1.500 Crj r I .156 TYP. _ _ 125r.062 125 688 O o ��0 F �- 126 coo � q z 3.000 rry 00 � d 1.405 M I Q o 4.000 .115 1732 Q rn V Z L_ L _j C) 'IT 4.000 2 X 4 4.000 3.625 3.000 3.00 2 688 3.000 3.062 w rn STD. TUBE TYPICAL � M d MULLION WINDOW FRAME Z }v co y I�-- 4.500 W o p Z q Z z 2X MULLION CLIP1.000 o Z 6063-T6 2 X 6 .188�I 1102 156�L 11062 1 X 3 _IJBB a O NOTCH •L•� 6.000 STD. TUBE 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 a 'L"� OPTIONAL MULLION CUSTOM MULLION STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM-MULLION W w tt 6o63-r6. CUSTOM MULLION 6063 Ts a 6063-T6 6063-T6 a a 4 Ixx: 2.168 in. Ixx: 2.218 in4 H z o Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3 3 Sxx: 1.445 in. 3 U Cr O e Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in3 Sxx: 1.479 in. E, F ? a a a L2-000---� (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) H j Z tW p d o STANDARD TUBULAR SHAPES - C, i TYP. WALL = .125" ALL 2.000 QO o ALLOY = 6063-T6 �1.580 1 d �I W � .750 TYPICAL try1 rk4 - GLAZING PRODUCT G U 180 2.000 -7 old 1.000 �1.625� 2.000 .125 2.250 Z a 4.000 77^ I 6.000 7,12S.M.S. lot @12" O.C. 4.000E-125 4.500 <r d n o 0 o o 1X MULLION CLIP 3.000 4.000 3.625 6063-T6 m c c d o 0 0 0 . MULLIONS CONTAINING aj S: uj ui L NOTCH L.� TYPICAL GLAZING PRODUCTS C4x5.4 s o N OPTIONAL HORIZONTAL OR VERTICAL m m m w ii2�1i1.1�.Y Y���1� � N m tmi -0 Code a m. w w o a SEE FWINDOW EROSI DOOR APPROVAL FOR 2 X 6 2 X 4 A� n C a 3 3 0 a a a a STD. TUBE MULLION STD. TUBE MULLION 'n cct x 6063-T6 6063-T6 0 wa z z w a °o Ixx:19.648 in. Ixx: 7.649 in. `' i Z 0 o a 1iet:z'v e rcas a�v u a c) o m m ,L,� CLIP LENGTH Sxx: 6.549 in. Sxx: 3.825 in3Q o w L� RECTANGULAR ALUMINUM TUBE MULLIONS a INSTRUCTIONS: MULL "L" USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. ¢ 1 X 2 1,688' , THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. w7 a 1 X 3 2.688" AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE w STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH 1 X 4 3.688' REQUIREMENTS. OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT rn w`7 2 X 4 3.688" APPROVAL. NOTES: �' .125 MIN. 2 X 6 5.6SPACING.STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET z 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. rn `g=1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED m w'" 2. MULLIONS MAY BE ORIENTED VERTICALLY OR Hw SNUG INTO TUBE MULLIONS. N STEP 1 ABOVE. p , 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. x - I ANGLE CLIP USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION w �__2.000� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E' Q STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 1 2 X 4 I 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 co 18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 .125.0 125.0 o z 24 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0to 0 a 30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 tO o CIO a 00 36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 M v wto o_ 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 1 a 0) v 48 38- 3/8" 125.0 125.0 125.0 125.0 48 74-1/4" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 0 O Q o z 54 125.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 0 0 Q d 60 125.0 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 - 28.7 46.6 119.8 v U' � _ 66 125.0 125.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 - 26.1 42.4 108.9 Z W z° o z ¢ y 72 125.0 125.0 125.0 125.0 72 46.5 101.0 125.0 125.0 72 - 23.9 38.9 99.8 0 oLn _ o 78 125.0 125.0 125.0 1 125.0 78 42.9 93.2 125.0 125.0 78 - 22.1 35.9 92.1 00 0- a w o 18 125.0 125.0 125.0 1 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 116.8 125.0 �D -D a 24 125.0 125.0 125.0 1 co 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53.9 87.6 125.0 30 125.0 125.0 125.0 1 125.0 30 77.1 125.0 125.0 125.0 30 19.9 43.1 70.1 125.0 W d W a a 36 125.0 125.0 125.0 125.0 36 64.2 139.5 125.0 125.0 36 ' 16.5 35.9 58.4 125.0 42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 1 42 - 30.8 50.0 128.5 z 48 50-518" 125.0 125.0 125.0 125.0 48 84" 48.2 104.6 125.0 125.0 48 132" - 27.0 43.8 112.5 54 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0 54 - 24.0 38.9 100.0 Z 60 125.0 125.0 125.0 125.0 60 38.5 83.7 135.9 125.0 60 - 21.6 35.0 90.0 H z 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0 66 - 19.6 31.8 81.8 � o 72 135.3 125.0 125.0 125.0 72 32.1 69.7 113.3 1 125.0 72 - 18.0 29.2 75.0 a 78 124.9 125.0 125.0 125.0 78 29.6 64.4 - 104.6 125.0 78 - 16.6 26.9 69.2 w C4 C�] IQ 18 125.0 125.0 125.0 125.0 18 86.0 125.0 125.0 125.0 18 25.5 55.4 89.9 125.0 j m ms 24 125.0 125.0 125.0 125.0 24 64.5 140.1 125.0 125.0 24 19.1 41.5 67.5 125.0 �, E.. 30 125.0 125.0 125.0 125.0 30 51.6 112.1 125.0 125.0 30 15.3 33.2 54.0 138.6 (� w 36 125.0 125.0 125.0 125.0 36 43.0 93.4 125.0 125.0 36 - 27.7 45.0 115.5 a 42 125.0 125.0 125.0 125.0 42 36.9 80.1 130.1 125.0 42 - 23.7 38.5 99.0 �c o 48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 113.8 125.0 48 144" - 20.8 33.7 86.6 Z z 54 137.0 125.0 125.0 125.0 54 28.7 62.3 101.2 125.0- 54 - 18.5 30.0 77.0 H 60 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125.0 60 - 16.6 27.0 69.3 66 112.1 125.0 125.0 125.0 66 23.5 51.0 82.8 125.0 " 66 - 15.1 24.5 63.0 o m 72 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 72 - - 22.5 57.8 N o o 78 94.8 125.0 125.0 125.0 78 19.9 43.1 70.0 125.0 78 - - 20.8 53.3 u v v d tv 18 125.0 125.0 125.0 125.0 18 60.4 131.2 125.0 125.0 18 22.6 49.0 79.6 125.0 `` ° ° 0 40 ftf 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0 v -c W a o y 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 - 29.4 47.7 122.6 Ln s L N 36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 - 24.5 39.8 102.2 s " m m 42 130.5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 - 21.0 34.1 87.6 p � o 0 48 63" 114.2 125.0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 150" - 18.4 29.8 76.6 3 a a 54 101.5 125.0 125.0 125.0 54 20.1 43.7 71.1 125.0 54 - 16.3 26.5 68.1 S a, U U N W W T C = z z W 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 - - 23.9 61.3 d z0 a a 66 83.0 125.0 125.0 125.0 66 16.5 35.8 58.1 147.0 66 - - 21.7 55.7 a , o E 72 76.1 142.4 125.0 125.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 ¢ o uJ 78 1 1 70.2 131.4 1 125.0 1 125.0 78 - 30.3 49.2 124.4 L 78 - - 18.4 47.2 HORIZONTAL MULLION `GLAZING TYPICAL MULLION ARRANGEMENTS .� PRODUCT . w �� VERTICAL i W 4� .1 ;;:LARCHES MULLION TO BE INSCRIBED vl z . INSIDE RECTANGULAR SHAPE F co O Z ai 04 GLAZING GLAZING Q NOTE: PRODUCT PRODUCT ? N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED , "' ;.°� $ ' D N PIZODUC. REVISED VERTICALLY OR HORIZONTALLY. as complying with theFlorida GLAZING GLAZING , � �o PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) !3uflding de xw Ac!ept=c--NTQ E- G w1 w2 WIDTH (W) w1 + w2y MULLION SPAN I 2 Tfi2a�' adePr �tGsgcaek E" Q 5/16" TAPCONS 5/16" TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1-1/2" MIN. WOOD PENETRATION 1-1/2' MIN. WOOD PENETRATION 2-3/16" CONCRETE OR EDGE DIST. 2 PER CLIP (1 ON EACH WING) 1 PER AN 4" HOLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS O k 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 0 co 3/4' 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE Lo A F m MIN. tD co " N M 0 z 1 `� a rnoL0 w I I I I I _I O 1Q L. M a z } 3 z y x it i I I l i i t li II \7,1111 II I I I I JZqZQ II IL-iI I I I I 'I 2 7/16" 11 I II II II O D p 2 X 2 X 1/8" I1 I 11 I I I I to W 2 - .-i V`--------- 2 BY 1X FLOATING CLIP LI U ALUM ANGLE Q �j MIN. i� ; :i I BY --_-J WOOD BUCK ` IWOOD BUCK J 1X FLOATING CLIP II II ALUM2ANGLEB j Q I I I I I i N I I 1 I U U z I i I 1 1 I I I a I I � 3/4" MIN. >. ¢ S/16" TAPCONS ANCHORS TYPE D (INTO BLOCK) U F, � E EDGE DIST. 1-1/2" MIN. WOOD PENETRATION z Zco ' PER Z ANGL ANCHORS TYPE 'G' INTO CONCRETE) j 4 ANCHORS THRU 1X BUCK � � � ALL CLIPS AND ANGLES TO FIT SNUG wINTO CONCRETE OR BLOCK p d F N INTO TUBE MULLIONS. 1"x4" & 2"x4" MULL I \z I TAPCONS MAY BE HEX OR FLAT HEAD. W a H � I IF MIN. EDGE DIST, a q II II 2-3/16" CONCRETE OR V) x i II p I I I f 4, HOLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS >_ Z II II II II 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY (�II II rl II I 2 BY LI I 2 X 2 X 1/8" 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE d �L---------JI WOOD BUCK. I I I I ALUM ANGLE - I I I U U ° \Z I I. I H v ° e. - I i ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION o o TAPCONS MAY BE HEX OR FLAT HEAD. I I N tV N i- w U ,,,ggg5 O] C C 7tl. d' •�ul O O ANCHORS TYPE Ati V ' II II I I I ^ d d 2 ANCHORS INTO WOOD 'i it I' 'I I I I I v `' `' I t it II s L .c N Q II II I I I I I I 1 1 N p n o I� II IL-JI I I I I m 0 II II 1BY �r- J I I 2 X 2 X 1 8" s m m m O --------- 1X FLOATING CLIP I / 5/16" TAPCONS cti I I W000 BUCK I I II Ii ALUM ANGLE + + `` 1 1/4" MIN. 1-1/2" MIN. WOOD PENETRATION 5/16" TAPCONS U Li ° a 3 a y E GE DIST. 4 PER CLIP (2 ON EACH WING) 1-i/2 MIN. WOOD PENETRATION I I I I I I c o w W 2 PER ANGLE I I I I I LAc o p c a Z Z .i 0 N a a O oz � E E J a nl N ANCHORS TYPE 'C' (INTO BLOCK) o� " " m ti in c.i o w 9 9 -> ' z ANCHORS TYPE 'E' (INTO CONCRETE) °> � 2 ANCHORS THRU 1 X BUCK �,.� `x� INTO CONCRETE OR BLOCK ' S w ' rill : II II II II I I I I 4s1 `_ ti 1 1/4" MI o 'II I I I�-- I' ----J I I I I I FLOATING CLIP ------- I I ALUM ANGLE 0 II N I I 2 BY I I U U V I WOOD BUCK I I I II I fZ'0f)1.JCT REVISED II II I r I I P---------- I :.5 complying withthe Fi a �nf �.d a de -:eat'o Date m - ANCHORS TY P E B ALTERNATE r wi E"oy 4 ANCHORS INTO WOOD ANCHOR LOCATION "iiiami add Product © ¢ Ll 5/16" TAPCONS 1-3/4" MIII IN.°J 1II EMBED L INTO °MASONRY MI N. e EDGE °D„I Sf T.MIN. EDGE DIST. 2 PER CLIP ( ONEACH WING) 5/16" TAPCONS 2-3/ TE OR s I - III1II P'7 e5/- 16 TAPCONS II e o vv 1 v5 v/1 6"v TAPCONS APCONS C.)2-3' OR 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY (Z, �-•� dLdCGl7o o o w K 3 14" 1 PER ANGLE 4 PER CLIP (2 ON EACH WING} 2 PER ANGLE w to U) 04 HOLLOW 4 OLLOW BL CK 00 zMIN. 3 4 W Lo O O F — Z 'uqu >- U) Z JZ Z II > OII i t an W CONCRETE 0 x CONCRETE � O It-JI CEMENT BLOCK II II Q I 1 IL-iICONCRETE 2 X 2 X 1/8" II CEMENT BLOCK 2 X 2 x 1/8" E- L__ --------L____—__--J CEMENT BLOCK ALUM ANGLE I I I I I I II ALUM ANGLE i a` N I I I I FLOATING CLIP U U N I FLOATING CLIP i I U U Z Z t I 1 I I I I I I I I I ti i I I I I I I 2 7 16 1 I I I I ` W o d i I 1 i I E MIN. � � a "ccE-� a MULL 3 1 4" U E- L y MIN. MULL Q Z K m. ANCHORS TYPE C' (INTO BLOCKS ANCHORS TYPE V (INTO BLOCK) Il II ANCHORS TYPE E (INTO CONCRETE) ANCHORS TYPE G INTO CONCRETE) a j Il II 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK EI v o a 1"x4" & 2"x4" MULL 0 i j1 lj ALTERNATE MULL > ZZ) U I I ANCHOR LOCATION 4 9 MULL Q ti z cx - i I I I I I I I ~ c I I I I X I I I I Ir_____----1I ('�� ^�- Q� � � - � I FLOATING CLIP II If -------------- jI II d- X 11 II cV II CONCRETE OR CEMENT BLOCK I I I w v v n I I II 11 II I I I I �' c c 4 w o 0 0 0 �o d 11 11 _I I I I y y ° a, w w a o cqq y a N p 'n tD ° e ° G ^ ° °° d ° S I m m D ( ° ° 1- ° °. P eo - ° I ° - I 41 w w m. O O ° z ° ° I M � - I v ° n ° ° ° •° O v0° .d v ° I . o o .l ° v a3 3 0 a, \ \ a IN N 5/16" TAPCONS Z o m w [t w 1-3/4" MIN. EMBED e t I M �° v I ° u j o C o z Z a 0 INTO MASONRY ° - - 2 PER CLIP d Z n (t ON EACH WING) 2 , D D D- 3 :� 5/16" T',PCONS 12 SMS 1-3/4" MIN. EMBED INTO MASONRY �¢ p� p d c I I 1 I 4 PER CLIP 2 ON EACH WING ' v o w I I I I �2 PER ANGLE ( ) n h ri X 1 t i I I I Q cn ALL CLIPS AND ANGLES TO FIT SNUG o I I I I I I I 0 ° INTO TUBE MULLIONS. - ° TAPCONS MAY BE HEX OR FLAT HEAD. o ° i�013 1CT i2i k eS 3 x ; a o- Is compiyimg wiui tree Ftorirla cn `r CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED a>usl ;@��Code m w ro WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. E. ifatiou Date CL I $ W 5/16" TAPCONS 1-3/4" MIN. EMBED By d INTO MASONRY - 1 PER ANGLE IViis ade act Gl MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 3-3/4" 5/16" TAPCONS 4" HOLLOW BLOCK 3-3/4" 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY MIN. 1-3/4" MIN. EMBED INTO MASONRY O z MIN. 4 PER CLIP (2 ON EACH WING) 4 PER CLIP (2 ON EACH WING) O O W c0_ c0 0 p o \Zco z CLIP LENGTH ° a 0 w MULL "L" rn n z co� II 4 d � xQ i q 2 X 4 3.688' II if z r y li 4 2 X 6 5.688' J z o Z I I X II II o 0 4 O .� c\1 li h Q II q uO w = BY 00 a .tea II 4 2X6 MULL 5/16" TAPCONS N �I WOOD BUCK E- I 1-3/4" MIN. EMBED INTO MASONRY \ II i it Ij 4 PER CLIP (2 ON EACH WING) II y 2X6 MULL 5/16" TAPCONS cl I�-----------------------------JI II q 1-3/4" MIN. EMBED INTO MASONRY Z 1 I 1 3/4" iI q 4 PER CLIP (2 ON EACH WING) j QQ p a MIN. II q 1 3/4" Q � d 3/4" I 1 z E- I I y ° W 2X6 MULL ° �/] D. � a.2xs MULL O e CLIP LENGTH 2X6 MULL ¢ � ----------- MULL „L„ ° H n `r �r 2 X 4 3.688' ��----------- Z Q O a i 2 X 6 5.688' z ' ------------- —----------- 1 Z It 3-3/4„ N o o elm r` d�r MIN. m c c f' ccto L o 2 0 0 cc 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE E' PINTO BLOCK v W W o o fn INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) 1CK o " ANCHORS TYPE E' (INTO BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. woo0 BUCK tn a. o S u 4 ANCHORS THRU IX BUCK ° 0`m0 a, o 0 ANCHORS TYPE H (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK c a a 3 0 2"X6" MULL SHOWN a ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH A5 BITUMINOUS PAINT OR s 0, u u w w 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. " o 0 o z z o o a a J 41 Z 2 i 0 0 0- U U O pi °¢ W U O W 5 ff I ROA)UCC PEVISIED as eiD plyi m wiUi the FI � a a 0 C3 Ruildipg Code ex;Fraasc? F «r Expi,�.tiop ate oa tt Y W I+ axa e Product CA) d Q MIN. EDGE DIST. 5/16" TAPCONS 2-3/16' CONCRETE OR 1-3/4" MIN. EMBED INTO MASONRY 3-3/4" CLIP LENGTH co 4' HOLLOW BLOCK 4 TOTAL (2 ON EACH WING) MIN. MULL "L" o o v� ; 1 X 2 1.688' (o o L 1 M i i i 1 X 3 2.688' M °° z o • to .a 1 X 4 3.688' v~) o a o 2 X 4 3.688' 0 a� w z o 'ITw 2 X 6 5.688' � Q 2 -7/16" z >_ MIN. 2X4 or 2Xs Mull----,"", 1. ALL CLIPS AND ANGLES ARE TO FIT J 0 o Z u II I I I SNUG INTO TUBE MULLIONS. o o O O I I I I 2 x 2 x 1/4 2. WHERE ANGLES ARE NOT FIT SNUG u-) W = ~ `-" o IL_____________- LJ LJ ALUM ANGLE ao 2 EL �:i O INTO TUBE MULLIONS, SEE OPTIONAL a ANCHOR DETAIL AT SHEET 9 OF 10. j � w -a Q :2� z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/ CHANNEL# 14 S.M.S. TUBE MULLION W O d � � E-• "� WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR a F WATER-WHITE METHACRYLATE LACQUER. a d Z � z Z H Z MIN. EDGE DIST. ------- -------- c� � w 2-3/16" CONCRETE OR o d 4" HOLLOW BLOCK #12 F.H. S.M.S. 2/ SIDEcQ W cQ 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG H INTO MULLION TUBE MULLION a a TUBES MAY BE NOTCHED I I Yrn) Q o AS SHOWN TO ALLOW INSTALLATION I I V! j V i ° > OF CLIP ANGLE z °o ° n °; -:4LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY ANGLES TO TUBES WHERE ANGLES � X #14 FH SMS z ARE NOT FIT SNUG INTO TUBE a I I I I 2 PER CLIP MULLIONS. I I I I ACCESS HOLE 1-1/2" O.C. MIN. H o I I I S/$"(2) ON_ O 'c- Um I I I m<t 5/16" TAPCONS 14 SMS I 3 I tl oo 1-3 4" MIN. EMBED INTO MASONRY # i I + c / 2 PER ANGLE 4 PER ANGLE i i w ui _c t r cv L S 4 U U m m 2 X 2 X 1/8" THIS SCREW CAN BE i I I I v a N N ° ALUM ANGLE INSTALLED IN EITHER I #12 FH SMS I I a 3 3 a- ¢ a O DIRECTION p I I 2 PER CLIP Qj U U N w W 4J I I 1 I z" O.C. MIN. I U m e c i I I I 5 .4 g o Z Z > I I I I d O w a a O ., J U U O m m v o d 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) ti o Litl ro z 3/4" X 2" X 1/8" FOR (1BY TUBE) cx ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ° ov -- ---]--- w ANCHORS TYPE '1' METAL TO METAL CONNECTION G USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION Z4. PRCDU'C^i REV1SED d 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG eofp�A l�`�sts i dw Ftre+:�e3a 01 MIN. INTO TUBE MULLIONS. "�'cte' C€�ro E wE AceeF rcae r, o I 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. ;ENpirati"L*te o� j MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK #rb, E_ By d ?vl;abni a3e prod lee ae q ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES Width MULL SPAN A 8 C D E G H I Width MULL SPAN A B C D E F G H I Width MULL SPAN A $ C CT E F G H I 18 125.00 125.00 12500 125.00 125.00 125.00 125.00 125.00 125.00 18 90.72 125.00 125.GO 12500 12500 12500 125.00 12500 125-00 18 56.13 11227 129.07 125.00 125_(70 144.27 125.00 125.00 125.00 24 131.65 125.00 125:00 125.00 125.00 12500 12500 125.00 125.00 24 68.04 136.08 125.00 125.00 125.00 125_dd 125.00*12-5t0o 125.00 24 42.10 84.20 96.80 145.60 125.00 108.20 125.00 12500 115.70 O 30 105.32 125-00 12500 125-00 125.00 125-00 12aoo 125,00 125.00 30 54.43 108.86 125.16 125.00 12500 139.89 125.00 149.59 30 33.68 6736 77.44 116.48 125.00 86.56 13G24 12500 9256 � 0 Q 36 8T77 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 36 45.36 90.72 104.30 12500 125.00 11658 125.00 124.66 36 28.07 56.13 64.53 97.07 129.00 72.13 co 108.53 144.20 7T13 M � E o 42 75 23 125.00 125.00 125.00 125.00 125.00 12500 125.00 125:00 42 38.88 1 77.76 89.40 134.46 12500 99.92 125.00 125.00 110685 42 24.06 48.11 55.31 83 20 11057 61.83 93.03 123.60 66.11 M y O 48 38318 65:82 131.65 125fl0 125:00 125fl0 125.00 125.00 125_Gd 125.00 48 74114 34.02 68.04 78.22 11766 12500 87.43 131.56 125.00 93.49 48 120 21.05 4210 48.40 728G 96.75 54.10 8140 108.15 57.85 t~n oa 0) r.5 z o 54 5$_51 117.02 134.53 125.0G 12500 125.00 125.00 125_tJ0 125.00 54 30.24 60.48 69.53 104.58 138.99 7T72 11694 125.00 83.11 64 18.71 37.42 43.02 64.71 86.00 48.09 7236 96.13 51.42 0 A ¢ 60 52.66 105.32 12108 125.00 125.00 125.00 125.00 125.00 144.72 60 27.22 54.43 6258 94.13 125.09 69.95 10524 139.83 74.80 60 16.84 33.68 38.72 58.24 77.40 4,128 6&12 86.52 4628 O) Jo o Q w 66 47.87 95.74 110.07 125.00 125.00 125_i00 125.00 125.00 131.56 66 24.74 49.48 %89 85.57 113.72 63.59 95.68 127.12 68.00 66 15.31 30.62 35.20 5295 70.36 39.35 5920 78.65 42.07 �` w 72 43:88 8777 1La0.90 125.00 125.00 125-00 125.00 125.00 120.6E 72 22.68 4�_36 52.15 78.44 104.24 5829 87.7fl 116.53 6233 72 14.03 28.07 32.27 48.53 64.50 36.07 5427 72.10 38.57 Z >- O y w o p 78 40.51 81.01 93.14 140.09 125.00 104.11 125.00 125.00 111.32 78 20.94 41.87 48.14 72.40 9622 1 53.81 80.96 1OT56 5T,54 78 12.95 25.91 29.78 44.80 59.54 33.29 50.09 66.55 35.60 0 o Z O O z 18 133-061 125.00 12500 125.00 1 125.00 125.00 125.00 125.00 I 125.00 18 80.19 125-00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 18 51.03 102.06 117.33 125.00 125.00 131.15 125.00 125.00 140.24 Lo uj uj a � a ¢ o0 24 99-79 125.00 12500 125.00 125.00 125.00 125.00 12500 125.00 24 60.14 12029 13829 125.00 12500 125.00 12500 125.00 12500 24 38.27 76.55 88.00 13236 12500 98.36 148.00 125.00 105.18 -1 co I 30 79.83 125.00 125.00 125.00 125-00 125,00 125.00 125.00 125.00 30 48.11 96.23 110.63 12500 125.00 123.66 125.00 125.00 132.23 30 30.62 61.24 70.40 105:89 140.73 78.69 118.40 125.00 84.15 � a a 5 36 66.53 133.06 125.00 125.00 125.00 125.00 125-00 125.00 12500 36 40.10 80.19 92.19 138.67 125.00 103-05 125.00 125.00 110.19 36 25.52 51.03 58.67 88.24 117.27 65.58 98.67 131.09 70.12 42 57.02 11405 131.12 125.00 125.00 146.56 12500 125.00 125.00 42 34.37 68.73 79.02 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 5029 75.64 100.52 56.21 84.57 112.36 60.10 w W ¢ 48 50 518 49.90 99.79 114.73 125.00 12500 128.24 125.00 125.00 137.13 48 84 30.07 60.14 69.14 104.00 138.21 7729 11629 °12500 1 82.64 48 132 19.14 3827 44.00 66.18 87.95 49.18 74.00 98.32 5259 N w a 64 44.35 88.70 101.98 125.00 125.00 11399 125.00 12500 12189 64 26.73 53.46 61.16 92.44 12286 68.70 103.37 13733 73-46 54 17.01 34.02 39.11 58.83 78.18 43.72 6EJ8 8739 4675 Q E- ; 60 39.92 7983 91.78 138.05 125.00 10259 125.00 1125,00 10970 60 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 66.11 60 15.31 30.62 3520 5295 7036 39.35 59.20 78.65 4207 U >. 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FOR CLIP TYPES AND ANCHOR CONDITIONS REFER o MULLION z TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. z 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE GLAZING GLAZING Q PRODUCT PRODUCT Q 0- GLAZING GLAZING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN w � U PRODUCT PRODUCT ¢ THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. cn o ANCHOR/CLI w v� 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �00. > ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. fy RIL 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTR ViS Q .M 4 <=ccsmply':ra9 with the Florida i Buddin.coin m r ekat € v o W1 �W2 HORIZONTAL MULLION 4: �€ ft }fie x SPAN z>. a ��j �$ wI TYPICAL MULLION CLIP ARRANGEMENTS E- t'.ti�a Q