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Home My WebLink AboutProduct Approval M IAM!•DADE MIAMI-RADE COUNTY Q 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.%tov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 shallnot 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, 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. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/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#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. COPY NOA No.17-0630.01 MFAMFDADO c2UN Y 1 Expiration Date: May 26,2021 /17 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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)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, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series ``PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. V S / Jorge M.Plasencia,P.E. duct Control Unit Supervisor ( NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 qt t l SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT ORLARGE T PRODUCTS SMALL MISSILE IMPACT-RESISTANT P 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE $ FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES,_.,._,_-_,, - MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS,„_............T-1 � LL FIGURE 1: ELEVATIONS.........._.._........._,1 : O MULTIPLE FOPENING WIDTH FORVERTIGIL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD.••-,„_._... 2 �- MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1x A MASONRY........,._2 02 SEE DETAILS t�gNGUcnR NOT HAVE A GAF OF MORE THAN t/4'FROM THE CLIP. INSTALLATION NOTES..............._,2 LL AD,”. SHAPE TO MASONRY__...._........_.3 SHEM 24 MULL TO STEEL STUD._._.._.-,,..3 c`1 _ 3}THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MU LTO Luna.„._...,„„,_......,w 3 U DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL AVSTALtATION..__......._4 z W 1X2X.125MULL SPECSti,......�5 to O LU 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X X.MULL SPEOS____....6 w ;i V) INSTRUCTIONS. 1 X Z75 X 105 MULL SPEECS......._8 D: 1xz.75x.65Muu.sPEcs_.__..._e � IYA (A SEEDErAIL4 it / III 1ti 6 1 X 3.125 X.6110 MULL SPECS.,-..._9 � Z ATHRU G; i_ /_ III �_ I SEE DETAILS }t15E THE COMBINE WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.125 MULL SPECS.__._.,_1p � � C) CD SHEETS 2•a ! t aTHDE AI ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x 4X.375 TUBE MULL SPECS.,..11 CD O3 1 SHEETS .' ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.376-r MULLSPECS......»11 h Q co PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 126 X3.188X 265 MULLSPECS._12 OPENING 1.25 X 326 XAOD MULL SPECS_,.13 W Z 1.26 X 325 X.624 MULL SPECS-_14 z W z' MULL HEIGHT H LENGTH F� 6)WHEN FINDING YOUR S12E IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 126 X aa1 X.624 MULL SPECS.__16 HORIZONTAL 2X 4X.25 MULL SPEC$_.„•,•,,.,16 W SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2X 6 x.26 MULL SPECS.......__17' � � Z E RZ BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26X 211 X,126 MULL SPECS....18 01 sitEETa AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30-X 325 BAY MULL SPECS Ia O Y REACTIONS. 45'X 32S DAY MILL SPECS_....._W z Z MULLION&CLIP DIMENSIONS.,_..21-23 F• � O Z _N'1 FENEEXAMPLES 1&2...............__.__._.24 is PRODSTRSMA 8)REFERENCE:TEST REPORTS:FTL�4g3;ELCO ULT)lACONlAGGRE-0GATOR NOA'S LOADING EXAMPLES ____25 a co 'o'•o anowcrBMAY ^ QQi � BE OF ANY TYPE 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING N On W Y On MUSrBE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH M x BMANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U LU Q / 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL (3 Q 0 Z 0 0 03 to /SEE DETAILS a M K a a0 mO HORIZONTAL A-D,O,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED FROVIOED THAT THE SEAN AND OPENING c4 N w.w MULL SHEETS 2-0 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ue`IGTH HCR12C1VTAL PRODUCT REVISED MULL as Comp Ing with tha Florida LENGTH INSTRUCTIONS: ° BuIOA-No,CGado 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS• 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIF V FOR THE OPENING USING THE ASCE-7 STANDARD, Expiration Data 0 512 612 0512612021 MULL, GWR)T” MULLLENM--,) 2)CHOOSEA MULLION TYPETHATWILL FITTHEDEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY I TH-� M1am1- do 1-daOt Control• � LENGTHF” f _'I((-,--' �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR'TRIANGULARITRAPEZOIDAL". ' H�� 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY"S/FM FROM TABLES to THROUGH ISA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING F FOR THE MULLION TYPE•LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE OPENING LL �' r6' HORIZ_ VERT. MULLION CAPACITY R.BSiFT1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LR&7=7'FOR THE OPENING OBTAINED IN HEIGHT � LEN M L - {LL � ¢' � � STEP 1). 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LAS).THIS VALUE REPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET 1'0 ATTAIN THE FULL MULLION CAPACITY. OPENING Ill SINGLE MULLION SINGLE MULLION FORVERnCALMULt � 8}FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE o ,N WIDTH ANGiOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FDR VERTIC/d.MULL CAPACITY IS MET. "�'�•,•''�1GEN3�,'•.�� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT LBSIM FOR THE * NO.58705 OPENING,YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS *•~ CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _.O;�A X2017 FLORIDA BUILDING CODE FEC),8TH EDITION a •2014 FLORIDA BUILDING CODE f FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LEISFP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %�C)�1. A7 O l '•l4u lANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION CAPACITY ILBSlFT'}OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL.APPLY FOR THE ENTIRE MULLED FENESTRATION %i�lT•..!`•[OR10A,:G�2`: z] -ALUMINUM DESIGN MANUAL,ADM-2015, PRODUCTASSEMBLY, -AISI SI00.127ZONAL�?•ti�• *RISC 36010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L1fi k MIIIUBR;'�.E. FL P.E.#58705 DETAIL A: DETAIL B: MULLION ms o MULLION TO 2X WOOD BUCK &CULUON MULLION ATTACHED TO 1X BUCKSTRIP TYP. BsrnnTE ex OR WOOD FRAMING WOOD BUCK AND MASONRY aTfAOHDMENT SEE SEETABLES 15-138 u (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, w SEE NOTE 1. 1l U MULLION SHEET SHEEP I. ..,: .:..i•, •`•:•- ° (n 204 (1~.I LLI I 1 I SEE SHEETS b b I MIN Z.7 K51 ' EDGE N Q _ CONCRETE OR CMU', DISTANCE, W I 1 11.23 FOR HOLE d I I �� J EITHER THE a t LOCATICNS e ° I 'I SB.,3B TABLES rn STANDARD OR EWE I EDGE DISTANCE OFFSET MULL ° DISTANCE o e FCRMASONRY U•Ix m ¢ O CLIP MAY BE I I FOR WOW I I ANCHORS TMMEn1ALLEDoo a e saleNs 2SB•MAXFOa °°d ° I I SIDE VIEW O 0 9 a d ALL MULLIONS EITHERTHE z 5 I— Q . d STANDARD OR ? U Zq m = e ' Z OFFSETIn MULL m EU •Q °' ° .da INSTPAL£�V aul d " ° EXTERIOR ° THIS z a: EDGEMETIIW. N Q Z r ° DISTANCE ° F- Z ¢ FORZ O ° Mm ZASONRY a Q r0 ^ a THE OFFBGT CLIP IS ANCHORS 0 O c. L✓jJ RECOMN@JOED FOR A y o °d ° EXTERIOR FIN-FRANED WINDOWS,BUT MAY cc ¢ Y Y ALSO BE USED FOR > OTHER FRAME TYPES. ° 9 = Z Z ¢ 9 . L7 Q Z 0 .Km2 TYP.ANCHORPERSUBSTRATE, TYP.ANCHOR oo NP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B PER SUBSTRATE, SEE TABLES 1IMBS PRODUCT REVISED SEE TABLES 1B-168 EDDE(END A—zBVCICSTRIP a5 complyyingg with th©Florida DISTANCE ACID Buliding COde SEE TABLES T� ATTAC31MENf NOA-No. 17-0630.01 I EMBEDMENTBUCKBRLP 1B•t3E EA1pFIlMENT'.•. ,s",• YO Q}EE�, PP,tpirationDato05!26/2021 ANDDATTACHUENT - 6l�Ef 1. •,�1 BY OTHERS, .., {. .... By SEE NOTE 1,' ?:• Warn a ro not Contra SHEET I. .. . MIN 27 KBI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1 • 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONF ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \ �a�•: VIGENS CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE / f FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. No.58705 L— 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. '?0. "'^"�� •'•�� ` EFOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTYAPPROVED LCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 10NAL A.LYNN MIL ER,P.E. I FL P.E.#58705 i • 1 DETAIL E: --1 .125'MW. MULLION TO MULLION " i8 DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MAY -MW il;`m MASONRY STRUCTURE �r ) o (STANDARD CLIP SHOWN) 6 / INTERSECTIONS. N 2)MAY BE INSTALLED HORIZONTALLY 8� )SHOWN)OR VERTICALLY, � I TYP,ANCHOR - I N � EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 s 0 IS SEE TABLES I6-130 OFFSET MULL i j TOP VIEW FOR CORRESPONDING MULLION. ZRo CLI.NSTPMAYBY II I I ...gggppg EDGEDISTANCE UWON W 0INSTALLED W I,�a FOR VARIES J = 7HI31�-71100 I ANCHORS 1% _I • I I I /-912 STEEL SCREWS, � � Tn Ilal rEXTE MUWON Atm USE SMS SELF-DRILLING OR RAI m m oNY m MMUWON F- ZIOEXTERIOR sEDGEDISTANCE THE OFFSET CLQ IS2 ma' RECOMIgNDED FOR Z U _FORS QNRRY _ 4, WINDOWS,6U�f bNY LNTERSECTION W rOULCLF ALSO BE USED FORO7MFA FRAME TYPES, RIOR ¢ Z r f TYP.ANCHOR a c zz Z z ¢ rn rn PER SUBSTRATE. .Q Q 0 z- :z I �Sff TABLES 18.138 1W•sCH°RSEE SH •DOR n In Q y a 0 PER SUBSTRATE, HOLE LOCATIONS Sj0 f BLICKSTRIP SEE TABLES I[>-138fn FRONT VIEW DIST= AND BV OTHERS, SEE TABLES ® H OTco i SEE NE I, 1&T3B (� Z Q ENBEDI Nf ,, SHEET 1. - - -. EDGE a tZ � TO I U-- " DISTANCE p, �� m0 y,0 MIN 2.7 NSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 111}x,B6 SIDE VIEW $ 0 °'•� FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO aS comp�ying with the Florida STEEL STUD OWIdIng Codo (STANDARD CLIP SHOWN) NDA-No. 17-0630.01 j INSTALLATION NOTES: STRUCTURE Explmdon Date 05/26/2021 +}i TYP.ANCHOR By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE. ® Mlnm a Product Cont SEEPHLES 1&730 rol T 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a `� SEESHEETS ® I ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. MULLION LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. ® I EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED F1C0 ULTRACON ORF1C01/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNERTHAN DISTANCE SEETABLES ��Tt .. � ♦� N L..IVIV,t1�1/� FRONT VIEW 16 GRAND COMPLIANT WITH THE FL BUILDING 18.136 �aO•'••••'•" COOS,AZK WOOD BACKER MUST USED. `P?.,• 1.iGENSLc'•.�� 1 ATTACHMENT SY OTHERS. •,.� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW- *: No.58705 - 1 *- NOTES: 1)FOR 2XWGOD-BACKED STEEL STUDS,WOOD 'O F ANCHOR VALUES MAY BE USED. T••. 2)SEE CORRESPONDING MULLION TABLES, /0 N-`� SHEETS 5-20,FOR QUANTITY OF SCREWS, A�CN II R l; E. FLP. 58705 i DETAIL F: DETAIL G: DETAIL H: xx FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION 2 LL (F-CLIP) (ANGLE CLIP) (ANGLE CUP) �a sEE OETAIIS AD, 20•on is SHEETS 2 AND 7 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. ` N MULUON III If {,B U _ O O co yd• LU W O O 0 0 N O O O O O O TOP VIEW tr b cn '� SIDE VIEW LU In m LU SHOWN WRH I'X4'X.12W. I TOP VIEW I I j m m W MULLION I I I f-' O CD TYP.ANCHOR .EXTERIOR I� I i i / sEETABBLLES 16B OR 165 ? 7 g ggU STANDARD MULLION CLIP I PERSUUBCHRRATF I I EXTERIOR j U) Qz MODIFIED TOFITFELD SEE TABLE916-14B I I }� Q Z CONOTDONS. I dl 'I I �/-2•XCANGLECUP, Z <- 2 2 PER MULUCN END,MUST BE O `I I I I , INSTALLED INSIDE OF BAY MULL F- Z OHO ii I I i o OfF lu Q` I 2-XS'X.12S FL UD co I I I I - ANGLE CLP, (� Z Q I I I 2PER MULLION END, Q Z B• ` I I I MUST BE INSTALLED - (- I� I INSIDE OF MILL yg I j - O I �TYP.ANCHOR b cis complyCng with the Florida PER SUBSTRATE, Bulldin8 Code SEE TABLES IB-125 NOA-No. 17-0630.01 IN EE WOOD, STEEL.ALUM Expiration Date 5/2612027 INTO WOOD.STEEL, STANDARD CLP TORE EXTERIOR OR MASONRY EXTERIOR -.- ALUM,CMU OR MASONRY MODIFIED INFIELD. BY lu��yy7 I laml-D.9Product Control EXTERIOR ® ® INTO WOOD,STEEL, -I ALUM CMU ORMASONRY O $ ® ® 1 EDGE ; DISTANCE (7 PER z ANCHOR 46 tit- EEDOF DISTANCE / FRANCHOR STANCE NOTES FOR INSTALLATION OPTION G&H: �`�aONY LY1��Vy/ O •'/�C NOTES FOR INSTALLATION OPTIONS F. 1)USE 2 ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 2)DETAIL G:SEE TABLES 16-1413 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE = ';' No.58705 1)DETAIL IS NOTAPPLICABLE FOR THE BAY OR 1.26'X2.11'X.126-MULLION. LOCATIONS. - = 2)SEE TABLES 18-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N T�-:'. p �OT'•, ATE 4(j 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �i CU`s''•FC ORIOP,.•''\C�� ':S�ONAL / A. FL F'.E#L5 05 1 r i TABLE 1A Mullion Capacity Table AbsM In OPentrip Width(for vellicayspan irg mullons)orOpening il ht(forhadwriaSy-s MACM) • Sol. coin lob Win gain foe In 126N 140N 160 in Raetanp,lty T.PMWqI. 11.2argul. T-wlabna. Reatmoga T. m, Red-mb, Twft-a- kfti-aw- 10-101dw. PEE e-9d- RWUauhr hapRSartp. lkzb%vull. ThOPMA-9. R.tal. I T,,".,q. 0 I I2 x.125 LMV L-dw Lowba L-ad-9 Loaft L-ft L-ft Lv-ft- Loadag U-1.9 Lanq Lmft T- Alum.MuTuba llion 7 9 g gill 111,111h 9 19 i's�0 911 1 Tm T2419'I I I 11 421n 111-9 408 129.5 332 n2 403 116.6 W 79.0 40a 707,8 olks 400 104.4 319 GZI I 40a 104.01 319 63.9 400 104.01 319 1 40,6 4M 104.0 319 ILI -- 39.0 408 104.0 319 3&0 408 104.o 319 48N 142 312 $&a. 258 SZ4 312 73A 252 JILS 212 07.0 248 46.6 312 032 246 M.6 3t2 61.3 244 RX, 3t2 31-2 -31-2 et.0 ----il---74 -iiA -:;1-2--WO- -j 0 i4 U) T-Iwli 50625 In 83.9 281 70.0 234 512 1 251 61.5 225 45.0 281 55.7 224 39.0 201 52.1 zu 355 281 60.1 27D 31.9 257 49.3 219 29.6 281 74WO.3- 210 225 -201 ;9.3 -TI-s -2O-0---:Wl---4I-X3 47 aa $410 US 247 57.5 �--4-3.-9]247 48.8 202 37.8 247 44A 199 329 247 41.6 -1FG8- 292 247 39A 1 25.3 247 38.41 193 215 1 247---R-1 -19-3 -iii4 -24-7 -ii7-ia3 4 7 a7t --1-83 LU Wi. X4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.6 163 24.0 200 289 160 21.3 ZG 27.1 159 19.2 200 288 -757- M C3 U3 16.0 200 MO 158 cl) LU In 33.1 101 35.3 155 27.6 181 30.3 152 23.7 Of 208 149 M.7 151 24.5 1 F- 46 14A 151 22.6 144 16.6 101 21.7 L41_ 2 68 in 288 165 309 -74-2 -2t-3 766 -26.'1- 139 20.6 165 23.1 136 18.0 165 21.0 134 771. 222 139 23.3 720 -75.5--133--M-T n in-0.9 125 1 19.7 109 16.7 w LU 781n, V4 115 52 1-04 i iaZ TABLE IS F < An her Capacity Table Pbsj ANCHOR CAPACITY ADJUSTMENT FORMULA. 2 OR SUNUft 2.7k rowaft 3.5k ca-1 ".8-cmu FftdtW-PT (DP_)X(MUL0.LION C.r -ANCHORCAP._ AnChor Clip Pattenns Typ. 1016'Eho UMM 114'FJCO UtInWan 5""'o 3116'Ek.tift- 1A.a..uftm.w 114'65"1.-Wn"N. IA-Tsli;.--vic-:�I'W-T.2 steel Ota nim Edg.Cbb-.ft 1. z1w V I 2.1re . 3-114- 1.Ntracon Ag;,16.t. UW- Ag9neWX ft- USE THIS FORMULA TO OBTAIN THE'ANCHOR 211121 V I 2-Irr -r -Tfj-V r CAV I G.M- 1 0.324* ';APArjvrY REQUIRED*CORRESPONDING TO AN 2Aa;h-Q4.75'Mb.o,c Ebftc.1(tot-1�4- IaW 1,V4* I 1,V4' r 1-1141 Mw 1-114' 1-1/4' 14W-- 1-1/4' 2' I'va, I lar I ACTUAL PRESSURE REQUIREMENT FOR THE 4 Anchan 1.15*10h.0.c�I S 460 1b, 700 It.tm man I mais 16114-tis 2701. 2601b, 3%i-. -740-JW 4Fn. 34s R=-T442'M"T OPENING.WHEN IT IS LOWER THAN THE MULLION Q aln1l,IM WA I WA WA NIA 360 b- WA NIA NIA JA--WA C52t- I Mlb, 1 lvob. CAPACITY(FROM THE TABLE)OF THE SELECTED 2� 3X 7ED th. 700 A. SM'± 6 P` """' 540 F. 5001. WA 760 Ih3 7482. iRG 1892 It* 021, MULLION.IT WILL YIELD A MINIMUM ANCHOR 0 MiM O.C.I WMP,InID.US'AM(F*.4t WA WA VA FTLA - WA NIA WA WA WA NIA WA I NA WA WA T191b3 CAPACITY WHICH MAY BE USED To QUALIFY 0 lAncrAfIF-CIP(Ra.5 1"S". 1951. 1401W 177 ba 370 zeotmADDITIONAL ANCHOR OPTIONS FROM THE 2MCho.@ 1.15•Af.O.Cj rab ft.0��-240t. WA I WA I WA I WA 120a. W, ANCHOR CAPACITYTABLF_ PRODUCT REVISED NOTE--FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. as the Florida ding Bode NIOA-No. 17-0630.01 FxPifaticm Date 05/26/2021 - FIGURE 1: FIGURE 2: TABLE NOTES- I.1-401 P96 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. x 52 C4 �20 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1.000- FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE E[ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. r. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z0001 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' ,0'&Y LY/vA, 7j it CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS-MI G90.WOOD SHALL BE PRESSURE-TREATED .. . ........ FIGURE4., FIGURE 6: FIGURE e: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.725' THICK STEEL STUDS TO BEA MINIMUM GRADE$3 AND.045`THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2'X.126'MUWON IN 0.58705 s THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S,S. STATE- A'11 '*"'?'01VAL ' A. Jt4iINjlUftEjj,p.E, FL P.E.#587DS TABLE 2A sn 0 H I mullion Capacity Table Slfiz Opening Width(forte rtica4_93arsdrg mullions)crOpening Height(for tn/I AAay46p2gdng mations) e4+o 601n W in 701n BO N BO In tw n 120 N 7401n 160 n Rectangular napTri2ru. wd riqular Tmp?daeg. Reaton9W.r Tm mkm. ReclaryWu Tmprrnang. Rectangular TW(nlare. RectmgWar Tnyrdang. Rect.ng�dm TmprTdmg. RealargWar Tmp•Trlang, rRnpla TmpM n0 l 1 x 2 x A76 Leading Lo.dkg Laodire Loading Leading Loadire Lasmre loading 1-oamro Loafing Loading laad5g Loading I.aadN9 Loading Loadingding Loading �w AlumTuho FP1 gag_ r • r r • •• EMullionjr 1f�'421n170.0 ®1 170.0 439 15'.3 652 170.0 47a 129.7 662 Ileo 606 1136 Sea 168,5 518 t0a8 BB2 1868 677 BeB 682 1BeB 677 767 651 1869 517 848 662 1688 617 882 1B8B 517 f 9 Z 480 121.0 6W 138.0 418 1QIA 607 1181 410 589 507 1067 403 780 507 1026 3w 07.8 607 We 397 Gas 607 99.0 39B 60.7 607 99.0 396 434 507 89.0 398 380 507 age Us 1 60.82SN 103.7 45B 1148 378 084 466 B0.B 371 741 458 Bar 384 648 4% B46 360 67.6 455 •81.3 357 51.5 465 80.0 35ti 432 456 Ban 356 37.0 458 50.0 3% 324 458 800 358 W oo = 54 In 854 4w 83.3 338 71.2 400 Bag 322 61.0 400 727 322 534 400 07.3 318 47.5 40D 64.0 315 427 400 62.3 314 35.6 4w 61.0 313 305 400 81.8 3t3 287 4w 61.8 313 ~ O (n 60N 623 324 68,9 ye 61.8 324 67.5 270 446 714 612 254 38.8 324 469 250 34B 334 43.8 297 31.1 374 420 256 260 324 40.5 253 222 324 40.5 29 19.9 324 40.5 253 -{ c 83 n Me 291 67.4 252 4411 2B4 492 218 364 224 43.6 241 33.6 294 328 237 29.0 294 37.1 234 25.9 294 3S2 232 724 296 33.6 230 192 294 334 Me 1eB 224 334 230 a Z '1 as N 488 268 48.6 230 30.0 258 424 225 334 268 37.5 211 29.2 2BB 341 218 26.0 265 31.6 215 23.4 265 29.8 212 19.6 268 280 210 187 268 27.7 209 146 208 27.7 209 2 = m = TIT 360 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 lea 226 225 256 165 20.0 225 23.5 182 180 225 221 160 15.0 223 20.3 177 120 226 19.6 176 11.3 275 19,6 176 W W r m U It 75N 30.8 202 320 177 259 Z71 y.2 173 21.8 202 9.B 170 ts2 202 219 f8T 17.0 202 10.7 166 1i3 202 184 163 128 2@ 78.7 180 10.9 202 169 ISO s6 232 1Se 158 CL l �a J Cn 78 N 28�19229...S 168 238 192 781 165 ffi2 102 220 782 17.7 789 is7 759 1ST 182 10.1 167 142 1B2' 188 165 111.5 192 tit 752 1a1 192 1144 IED < Jwt12686 N 1113 Z 10 TABLE 2Ba m nog ANCHOR CAPACfTY ADJUSTMENT FORMULA: .�- N r'?O1 c Anchor Capackv Table ANCHOR CAP.,,,, LU X Y `L SUxua : 27k oummm 3.5k Cora. Ncltm,CM6 Fi CMU PT wood Mama (DP-)X( )=ANCHOR GAP.,m, i 1111101 I18 Elsa v4.86 Eloo 5116 Eico v4'Ss Ema ;110 Ste J gig steel 012 steal MULLION Amker7ype: y18 FJco wremn V4•-a uNmon y18 Eke U[nxon fk•Elco Ntr4crn Anchor COp Pattams LrIb n AggmGeta u0racon Aepe6amr 6meu(c5)Goma(G51 Sc6ew(051 USE THIS FORI41lJIA TO OBTAIN THE'gNCHOR 0 ¢ r O O Edge Dail 9n 1' 2-I/r .1• 241r 3-115• 11 2-1rr 1• 211r r 3-v8• T e.4a• 0.94• F32r CAPACITY REQUIRED"CORRESPONDING TO AN d Z EA (n EmttMmeN M 1134• ta/4• 734• 13/C r 1-IW 1-v4• mw t-v4• 1-1/4' 1-114• Y 1318• tale• v3noo ACTUAL PRESSURE REQUIRf3L1ENT.FOR v O s'.O 2 Aneno.G 4.78 Mm.O.G I Slandvd a( Mal01,(Fig.1% 3w me 3w ma 450 b 890 teal m. 2ro me 2B0 me 351 l5. 74o ma 7741m 654 ma 966 a. 34115. 44z tan sag w OPENING,WHEN R IS LOWER THAN THE MUW ON S 4 Anoham Q 1.15•Mr,aG I Standard(aOfl l)alp(R0.2k 4W V. 700 m0 WA WA WA WA 300 ml WA NIA WA WA WA t4;21ne 585 me 11201m CAPACITY(FROM THE TABLE)OFTHE SELECTED ' 4AKnom®3.5MO.QIw245Angm O9p.I(Fg.3k Team. 783 me Sao me 1550 m. IWO m4 560 On IN m3 wA lea roe 74a ms aw m. 1592 me 6B21 4 ass lm 112015, MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Arohvs®0.45 Mh O.C.11142ip,hto.125*Al(ft.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1151m CAPACITY WHICH MAY BE USED TO QUALIFY as complying with the Florida ' 1 ArMWI Fab(Fg.sk 19s g. 195 m5 223 ma M5 U. 8220. 134 om 1409. In lm 370 ms 187 U. 332 tap 4T3 Os 1700. z211m leo ms ADDITIONAL ANCHOR OPTIONS FROM THE Building Coda 2Arwbon, 1.15 MIn.QCJFO1D(Rd.ek 2400. 3500. WA WA NIA WA Iw 0. WA WA WA WA WA 941 lbs 442Im 5808. ANCHOR CAPACITY TABLE NOA-No. 97-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 0512612021 BY Miami-Da,,�Wroduct Can ro FIGURE 1: FIGURE 2: TABLE NOTES: ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �{ 1.000- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3 i 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. � 1111 t 1 l I I IlI HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.00(r • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �``'�ao'VC.ENSF•'��(�f�i ANGLE CUP MUST BE USED IN PAIRS, '4)SUBSTRATES:CONCRETE SHALL.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDL •375• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED -T =*: No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE606&T5 AND BEA MINIMUM OF.125' ^ r1� 1•X2-X.375`MULLJCN � I' fI ' • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THlgl(180AUGE)STRUCTURAL STEEL TO BEAT T II�I III' •_ II LEAST.125•THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •, �•, ;•LC/, LIQ THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %O� STATE F (V UUUU�LL��LLLL��JJJJ UU��UU��JJ �i�tt`S':!�<ORfD?;:'•G\�� L1 ��`� { A LYNNyv1ILLER,P.E. i FL P.E.#58705 ; 1 i i TABLE 3A ^ Mullion Capacity Toblo VnW) o a Opening Width(tor aerticaPpsparrirg mullcm)or Opening Height(for haftnta*sparW ng mtsions) M 501. 801n 701n 00 In BO In 1001n 1201n 14D1. 1601n p$ 1 a z76 x RettOngdM nnN7Oa9- ilectnrlpdar TmWTd.nO• Reclan9Wa TnDRnw9• Radnnpdar TmpllHmg, Rmf�gtlar Trep/inon9. RectwlpWar Trap/Tdari9- Redan9war 11tQIMon9, Radangufar Tmp/iHeir Raclan0uter Tmp/01anp. ~ o LoadnyyB.. Lo d09 tnadn9 I.00dng LwAng Ltadn9 L dng Loodn9 tuadm9 L.adno Lo.dna L-Gm taadng 1.0-9.8 Lmdr,p t0adnp =n'a lmdnp w 0: .3 TUb Om 11.. ... Z' .. - .. D.. ',�� L 3, ''20 CY y Mullion fi fi4-1� 1 is W 421. 170.0 620 170.0 435 170.8 744 170.0 478 170.0 BBB 1700 606 171L0 892 170.0 619 170.0 1118 170.0 621 170,0 1240 170.0 821 768.7 1301 170.0 627 127.9 1301 171X0 521 111.5 1301 170.0 621 = 481. 170.0 709 170.0 5M 170.0 650 170.0 584 17" 892 170.0 630 170.0 1133 170.0 661 1SIA 1139 MA 677 136.6 1139 1700 980 113B 1139 170.0 680 117E 1138 170.0 680 85.4 1139 170.D 6110 n: = CD 50.6291. 170.0 747 170.0 563 170.8 696 170.0 631 167.8 1032 1700 694 146.9 1032 170.0 723 130.5 1032 170.0 T47 117.4 1032 170.0 756 97.9 1032 170.0 758 a3A 1032 170.0 755 734 1032 1708 755 11.- t �a 64 in 170.0 797 1700 612 161.1 8% vain 691 1382 0% 1e4.7 730 120.9 907 1626 720 107.5 9% 145.0 714 86.6 8% 141.1 710 BO,B 907 140.0 Toe 69.1 907 14D,0 709 80.6 8% 140.0 709 a LU m O o F 601. 141.1 735 151.5 1125 117.6 736 130.3 611 .10(La 735 1160 599 962 735 1082 590 764 739 99.5 683 70.5 735 95.1 578 58.8 735 91.B 574 50A 7J5 91.8 574 44.1 735 918 %4 -{ 4OUJI r7alin 121.0 686 1700 170 101.6 666 111E 67 57.0 668 969 647 762 GN 90.1 538 %.7 6118 619 631 60.9 666 79.8 926 50.5 6W 73.0 521 43.5 668 78.11 521 38.1 668 758 621 a (n z 106.0 em 1124 522 68.3 6% 961 511 75.7 5% 85.0 501 692 6W 77.1 493 55.9 607 71.5 4a0 53.0 607 67.8 481 442 6% WA 676 37.9 6% 627 474 311 807 62.7 474 z z W c = a eU ,Je18 610 658 443 600 510 710 134 59.3 10 84? 426 51.0 510 678 4111 464 510 53.3 413 40.6 SIO BOB 4011 34.0 610 45.9 402 �1 510 4dA 3� 216 610 {4.J 399 (n 69.4 458 715 400 67.6 495 81.7 39Z 49.6 459 51.1 386 43.4 410 58 48.8 078 35.6 456 4411 373 34.7 436 41.8 386. 288 458 37.7 382 24.6 455 36.0 JS9 21.7 45537.7158 3 J 842 415 67.0 351 93.9 431 56e 373 46.8 435 411.11 386 401 435 44.7 350 35.7 435 40.9 366 J2.1 475 361 351 2118 435 31.4 314 21B 435 32fi 341 20.1 475 322 340 �13 4t.8 327 411 290 34.9 327 364 255 299 327 31.5 260 261 327 25.3 275 232 327 29.7 271 20.8 327 23.7 268 17.4 327 2t.0 262 148 327 18.3 256 Z z Q m N v- 901n 34.4 287 35A 257 28.7 267 298 257 24,8 ia7 258 245 21.6 267 231 244 10.1 2% 208 240 172 267 I. 237 14.4 2% 15.0 ?32 a Ha- 4Ci7.•z�.0 O 1081. 242 727 24.7 205 202 227 206 201 17.3 227 16D 198 15.1 227 18.0 195 )( 10 All 1. 27.3 215 227 194 16.6 215 19.1 181 15.9 215 166 1511 to c 1201n 17.5 161 17.9 167 ® N ([) TABLE 311 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2`-' Z O O Anchor C2P2dtV Table Obs) D ANCHOR CAP. n. �_$ m0 O Su.hato: 2.1k C-rda 3.6k Cm. F.0-CMU FIRM CMU PT wood Mww (DP-)X >n ANCHOR CAP.,,,,, O Of 6'78'Elco WN SS END NIT Efco I....Ella 010131.-1 812 Steal 612 SIW MULLION CAP,,,®„o, U m C Anw wTypo: 311E Elto UI=. 1/4'El.Ullman Off Ec 9/16'FJco Ulm. 1W Elco UWa:on A99.., U... A raCsbr Scar 6amr Anchor CUp Patterns w (0,51 (os) .newt' CAPACITY FORMULATOOBTAINTHE°ANCHOR PRODUCT REVISED Edge detente(kik t• ztrr I- 2.12' 3•UB• t• 2-trr t• 241.0 T 3-10 r 0.48' 034• o.32s• CAPACITY REQUIRED'CORRESPONDWGTO AN Embed.am(1.k WV4• 1-740 1-7/4• 1-/d• r 1.114• 1.14' 1-1/4^ t-1/4' 1-1/a' 14/4' 2' 1-/e' 11w canes ACTUAL PRESSURE REQUIREMENT FOR THE a9 eomp Cod with the Florida Build Plying Codo 2 Ancnare®4.75'Mh O.C./sunOaN wOQsd alp Q=10.1k 39008 3900. 4500. 890es 111441. 2701W 280IW 3540. 7400. 3740. 654Ws 948 ms 3410. 4421. 5600s OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Amro.®1.ts MN.o.a/standard(w oca)cep 2 2k 450 0. 7000. WA WA WA WA 360 a. WA WA WA WA NIA ae2 m. ea5l. t12o Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arlwws®3'MhtO.C.I([)2l6Arp'sWW/flip.3k 7800. 7800. e8DD. 15600. 18980. 51016. 68015. WA Too IW 7480c am 1. 18921. ae2a. aB51. 11200. MUWON.ITWILL YIELD AMINIMUM ANCHOR QSrPirnUonDora05126/2021 2Amnma®0.46-Min.O.C.I Uatp,9do_12YAI m.Wig.4k WA WA WA WA WA WA WA WA WA WA WA NIA WA N/A 716 Ds CAPACITY WHICH MAY BE USED TO QUALIFY By f Arrcha/F•CGp Oi0.5k 11150. 1830- 2.11. 4460. 82211. 1350. 1401. 17716- 370.0- 1871. 3321Ds 4730. 1701. 2210. 26005 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnNu.®1.15'N8L O.C/Falp lFit4 ek 2400. SSO W WA WA WA WA 1000- WA WA WA WA WA 341 0. 4420. 5W 0s ANCHOR CAPACITY TABLE. Mlaml-Day roduct Control NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. . FIGURE 1: FIGURE 2 TABLE NOTES: ---� 1.000' �-- Ile F�7=e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `,.iapNY.LYNN FIGURE 3: ' 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEErS 21-23. 2760° �1,•'' LtCENgF•.�(( HOES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q.' •: FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '*; No.58705 ANGLE CLIP MUST BE USED W PAIRS. � q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL BE PRESSURE-TREATED t7 ter- Q: FIGURE d: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BEA MINIMUM OF.125' -T 0T'•., S ATE F • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICKJ18 GAUGE).STRUCTURALSTEEL TO BE AT 1'X275^X375'MULLION_ 5 •''c�ORID"" P..•'•�� LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . . S/ . • THE MATERIA..#10&#12 ANCHORS INTO WOOD MAYBE STEEL,IM S.S.011410 S.S. /// NAL Etk3� A.bw MILG,P,E. FL P.E.#58705 TABLE 4A Mullion Ca as Tablo bsme) o Opening Width(far1er91styspamirg rmNons)orOpon(ng Helght(forhori20rdalt¢spanning mulllons) 501n BD In 70 in 80 in 6016. iWin 1201n NO In ISO R.clen 7Fo PmbarW r 7taP17110re• Bmlmlgdm n 111mi0, Redargdar Tre O 1 x 27b i 9 0.q pl0fan9• R4alan2.Uar ThL..dng R.ctmgg' 1hp/OWrre F>e.bnwler 1lepffdmr0• tte daft T Loa dni; Rmtmgdw TnL..ftB. m L.,emg L.ednp Lmdng Lmft LD9dm9 Lmdng Imdn9 Lm&t9 Loadn9 Loafing Limiting' LmdnB LmdmB LoadnB Loodug Loadn9 La.dn9 1nm91N s= 650 Alum. r r o� r f Fa 1 f! f r r Tabs 9 �a � � �, .1 f!a�. a s � �•� a �� . !3 $. ��. g N LL IV8111ion � �^ � c5 0 0 � �^ e� €L3 € (R g �' a. S h.8 �� a t� t' 5 � coU 0LLI 42 in 17x0 620 i70.o 435 170.0 744 117CLO 478 170.0 689 1700 608 170.0 992 1170.01 619 0.0 171118 170.0 521 170.0 1240 170.0 621 1700 1488 170.0 521 1587 ISM 170.0 521 138.6 I= 170.0 521 ug -1 U) 48 in 170.0 708 1700 624 170.0 850 1700 664 170.0 822 170.0 630 178.0 1133 170.0 661 170.0 1275 170A 877 170A 1417 170.0 ON 141.7 1417 170.0 600 121.5 1417 170.0 880 1083 1417 170.0 880 y .7 U) 50.925111 1700 747 170.0 683 170.0 595 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 18XB 1266 170.0 747 140.3 1286 t70.0 756 121.9 1288 170.9 758 104.5 1286 170,0 759 01A 1288 170.0 756 EL W o o 54 In 170.0 797 Vol) 612 170.9 956 170.0 SM 170.0 111611-10.0)754 150.7 1130 1780 B03 133.9 1130 170.0 837 120.5 1130 170.0 B50 100.5 1130 1700 BB1 68.1 1130 170.0 891 75.3 1130 170.0 861 a m CD W 60 In 170.0 885 170.0 701 1485 915 11123 781 12U 916 144.5 746 108,8 915 1323 735 87:8 615 17).0 720 87.8 015 118.5 720 732 915 174.4 715 b7',5 915 114.4 715 64.9 915 114,4 715 Q I-- cc C� 63 In 161.8 830 1819 710 120.5 930 1389 694 1085 030 1232 001 94.8 8711 1122 870 84.4 930 1049 682 75.9 am 98.4 656 633 830 84.5 049 542 B30 Ski 649 47.4 030 84.1 640 i , W u 2 WN 1321 75T 140.0650 110.0 757 118.5 63fi 84.3 757 1059 624 02.5 757 981 614 173.4 757 69.1 BOB 136.0 757 64.2 800 600 757 70.0 503 472 757 782 591 41.3 757 702 591 ui Z IL Lp C j 721n 101.7 676 108.0 552 84.5 039 81.0 510 71.7 638 80.1 530 53.8 879 722 521 685P407 Lu C0 985 614 SD.B 838 823 508 424 838 572 500 383 678 65.3 497 319 638 552 497 E J I R Z 75 N 885 671 80,4 498 721 571 788 488 D 371 07.4 479 54.1 571 80.6 471 480 55.5 464 43.2 671 51.6 459 380 571 47,0' 451 30.8 571 M.6 447 27.0 671 M.5 448 N r- 78 5 7818 80.0 612 0.7,4 474 60.7 542 709 465 57.1 542 621 458 60.0 542 50.7 449 44.4 51.0 M2 40.0 542 473 437 335 542 426 428 26.8 512 40.6 425 280 512 40.1 421 Z Z O Q N W BO In 621 407 63.7 381 43.4 407 45.4 355 372 407 39.8 348 325 407 383 313 26A 321 330 Z80 401 799 334 21,7 407 281 327 189 407 24.1 322 16.3 407 23.0 310961n 42.8 155 44.1 320 35.8 358 372 314 30.7 358 32.4 308 20.8 355 288 SIM 27.0 25.1 300 21.5 355 24.0 206 179 358 21.0 289 15.3 358 102 254xlogin 30.1 253 30.8 255 25.1 7X4 238 251 21.5 283 225 247 188 261 189 244 16.7 78,0 M0 141 281 185 237 o W 111111 27.8 267 26,3 742 211 Z87 23.5 236 19.5 281 20.8 736 17.3 297 18.3 231 15.4 18.5 229 ® cV (Yn Y F 10 120In MD 228 223 208 10.3 229 16.5 205 15.7 279 102 221 Q X Z TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: a 11�€� 1.0 sQ Anchor CaDvicity TableObs) ANCHORCAP.,„.,,,, pap Subv=IW 276 Con.reta 3.54 cane. 11.9-CMU Med CMU Pr woos Wit! (Dt•„)X( )=ANCHOR CAP.,. 83 8 �� 8116'Eko 1/4.89 Elm Sigr I4o IIVSSE6o 01091--1 W2ateel 912 Sled MUWON AncMrlypa 3118•F3c.l0caom 1/4•EIm 19110-011 &18'Ebo Ulfmcm u0.•Emo lnmcm PRODUCT REVISED pnchorCOp Paloma 180.0.1. Ag9reaator u0mcon Agyeaet.r S-(GS)s.mw las? anew(as) USE THIS FORMULA TO THE'ANCHOR OA-No. Edge Mt-Mk I• mir 1• 2.112• 3.118• 1• 2-12• i• 2-lir 2- 341W 2• 0.46' 0,64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedlnmd Mk 1-314• 1-314• talc• 1274• r 1-Im 1-1wsle• -k.• 1.114• 1-114• 14le 1.114' r i-wr IACTUAL PRESSURE REQUIREMENT FOR THE Nng Co do 17-0630.07 2 Alw (44.78'Mh C.C./Standard cr 0534 Ofp(FIO.It 39063 390 We 45016. 8906. 16441. 2701.- 2801b. 35410- 740 Lb. 3742. 654 Ice 945011 341 It, 44z It. sm B. OPENING,WHEN IT IS LOWER THAN THE MULLION DA- 4 Armham®1.15'Min.O.C.I Sfmdmd(or Met)C9p ft.2k 460 Ito 70060. WA WA NIA WA 38016.. WA WA WA NIA WA 662Ibs 685It' 11206. CAPACITY(FROM THE TABLE)OF THE St3ECTED Expiration Date 05/26/2021 4AmMm({3'Mim O.0/p)2.SAryIa C9ps/(Fi0.3k 7806. 78060. 680150. 1560 It. 18986. 54064 680811 WA 7600- 748 Ib. 88otba iB921ba 682Ib. 855 Ya 11200. MULLION.R WILL YIELD A MINIMUM ANCHOR 2Anch4m!ffi 0.45'Min.O.C.fUtllp,Mo.125'AA4n.(FI9.4k WA WA WA WA WA NIA WA WA WA WA WA WA WA 71SU CAPACITY WHICH MAYBE USED TO QUALIFY By IAr-h1./F=p(Flg.5k I95Im 19511. 22363 4486. SM lb. 1356. 14011. 171 lb. 370 1,11 167 nn 332 lbs 4736. 1706. 22111. 28064 ADDITIONAL ANCHOR OPTIONS FROM THE Miam a roduc Control 2Andm 01,1561111.007 FCOP(FlC Bk 240103 35063 WA WA WA WA 19069 WA NIA WA ILIA WA 34116. 442109 580lb. ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2•, TABLE NOTES: --1 1-000" f-- 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 11un4rr7� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ', �,SON......,N,lf FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750• �'•' 1,LCENS �_� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ` '• N0,58705 •<<"� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 650, .O CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED tr` FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 'O � A E O I� \ THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '*•'•, F �� • LFAST.126'THICKAND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X2.75'X.BW MULLION '••tORIDP,.•'• THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16.8&S OR 410 S.S. ��isSZO V /,NAL 1111\\ A.LYIJtS gkLER,P.E. FL P.E.#58705 TABLE 5A mch Mullion Capacity Tablo bs/0 ; 5 OpenlnD Width(forlwtica7Asparrang mLEons)or OponinB Hatght(for I`c iaorltaPtspemirg mUGwa) 501. Ba in 7011 8o In 90 In 100 in 120!n 140 in 160 h w' O Reohm901a Tt.p11Nm9• RBoom9War 7)ep7Tdanp. Rsclmpda ftprRI.V. Remmn9W9r TmP/T-M• RoWanAdar Tr2p7Tdag. ReclargWar T-prrdarg. ReelangA. TmpIT5m0• Ra9h.Gd TrepTdme, Reelonplar Tt yJTAmg. t: 1'x3.126" Load. Lo dM Lead. LoadM Loading ng L dna Lvaft LIMIM L..&Q Lmd g Lmd'n9 LoadM LoadnO L-,bv LmdnO L9adM W dna o= ual U .6o0"Alum r r r r r r r Tubo Mull M BiQ g it�. R S @� $ (y g &B oa a @ @� p. �. $,�. Rig € @ 1 04 ski . �S � u o S u a u ov eT 3 e1 �°i t5 eS uv ofv o a t5 o rY< o o u o u^ �F gLIJ Z9 w E K �� s� _� a s� e� s� s� cl J1 1 ¢ 5c K Sa ¢ ¢ C K W E42in170.0 620 170.0 435 170.0 714 170.0 47a 170.0 868 170.0 508 170.0 994 1780 519 1760 1118 170.0 527 170.0 12401700 521 170.0 1488 170.0 %1 1740 1735 170.0 521 154.4 1802 170.0 MI170.0 708 170.0 524 170.0 8m 170.0 594 170.0 992 170.0 WO 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 157,7 1577 170.0 580 135.1 1577 170.0 680 118.2 1877 170.0 680 a:170.0 747 170.0 563 170.0 890 170.0 631 1780 1048 170.0 em 170.0 1195 170.0 723 1710 1345 170,0 747 170.0 1494 170.0 758 141.7 1495 170.0 736 121.5 1495 170,0 758 106.3 1495 170.0 756 5i170.0 797 1780 M2 1780 BSB 1700 691 170.0 lila 170.0 754 170.0 1275 170.0 903 1681 1401 170.0 837 149,9 14M 170.0 858 124.6 1401 170.0 861 106.8 1401 1780 901 93.4 1401 170.0 681 $ In 0 W170.0 GBS 170.0 701 170.0 1083 170,0 707 158.5 1158 170.0 878 138.7 1158 167.0 MG 1233 1156 150.5 917 111.0 1159 149.7 910 92.5 1155 144.5 803 79.3 1158 144.5 803 69.4 1150 144.5 803 F- CO (D 6311 170.0 930 170.0 745 159.8 1019 170.0 850 137.0 1049 1555 BW 119.8 1049 141.7 548 106.5 1048 1320 838 950 1D49 1210 825 799 1049 1193 820 68.5 1019 110.9 818 59.8 1049 119,0 619 d ? 4n Q Eb 80 In 188.0 905 170.0 709 119.0 -955 151.3 804 1101 955 1317 788 1042 956 121.4 775 GZG 955 1128 765 83.4 655 100.4 757 60,6 655 98,8 749 59.0 955 95.7 749 511 955 88.7 748 Z W $ _ c m g U J 7261 128.8 807 7349 m7 107.0 903 114.9 682 91.8 803 101.1 am Baa fiat 912 659 71.4 603 B3.9 649 849 803 75.8 G42 535 8m 722 632 459 803 69.8 'SW 401 Bal 69;7 827 CO cn 78 in 1082 721 114.1 828 81.0 721 97.0 816 78.0 721 65.1 605 85.1 721 785 595 80.7 721 70.1 586 34.6 721 854 578 459 721 59.4 508 39.0 721 56.6 584 34.1 721 66.1 68:1 J O J a� 75h 101.0 004 105.4 589 04.2 684 $9.4 587 712 884 78.4 578 Gil 854 70.4 587 56A 684 6C4 556 90.5 894 59.9 551 42t 6% 54.1 641 3811 604 51,3 536 31.8 Beq 50.0 534 Z Lzz- 2 Q � � W in 85.8 514 67.9 458 54.0 514 67.3 448 47.0 514 80.0 440 N,1 514 44.0 433 38.5 5t4 405 427 329 514 373 421 77A 514 310 412 23.5 514 30.4 400 280 514 29.0 403 F ¢ to Z -- co rah 64.2 452 55.7 404 452 432 47,0 306 38.7 452 40.0 300 33.9 452 311.4 384 30.1 452 329 375 27,1 452 30,3 373 22.6 •452 2O.e 365 19A 452 242 359 189 452 22.8 253 n. U) x- O 10851 35.1 357 38.8 322 71,7 357 32742S919.11 2 357 23A 312 23.8 357 152 308 21.1 357 22.7 303 19.0 357 20.8 299 159 357 18.0 293 13.6 357 10,2 287 71.8 357 15.0 181 y o W 111 h 35.1 333 35.9 308 112 no 3010 330 28.1 286 11A 378• 23.1 212 185 338 20.8 208 17.5 338 18.0 281 14.5 338 185 77a 125 370 14.8 273 71.0 338 73.8 268 ® a OJ � Y 1201n 27.7 181 282 261 Zit 2m 237 289 205 230 17.3 189 18.1 752 15.4 2B9 183 248 13.0 269 14.8 246 11.8 299 728 240 9.9 289 11.4 236 a.7 2119 10.4 232 V x Q 0 0 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: ? {.Z m O>Q AnchorCaa Table s ANCHOR CAP.,".,".. Oma, SV05ITdtG 27R COrCIda 16k Cone. HWo'+W6 Fired CMU PT W000 Neta) (DP_)%( )a ANCHOR CAP.,,, U m &1C Fteo 114-SS9co 516FJco v4'SSEIco v10SIed Ai251eei Aft Steil "WON Antllalype ^J117 Deo unncm v4'txoutwcan u m 97117 EIe9 Unlmm vs eleouw4eon A9P�ftr Uft=M AggreGZW Se (05)Sr (M S-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED pnchOrClip Pntfnma Edp901s1arc6AnT 1' 2_112 t• 2•1/2' 3-118' 1' 2•1IY 7' 2-112. r 3710' Y 0.4v O.ac 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with tho Florida Building Code ern0eanrnt n 10/4' I-T'r talo• 1-&4' 2' 1N4' 1-tib' 1-114' 1•V4' t•UP talo• r t-ya^ 1+1fe" vanes ACTUAL PRESSURE FT S LOWER ENTTHAN FOR THE NOA-No. 17.0630.01 2 Ancien®4.717 LUA O.C. starlBavaomel cop Dia 1T kms 3mm 0170 ms 800 me 191749u aow 2m 917 354 ms 7401m 174 ms 697ra B7B Ira sot o, 4421m aw 917 OPENING,WHEN RIS LOWER THAN THE MUWON 4 Arenas 4g 1.15'Utn o.alsranead ryr Oraet)Clp919 46091. 70011. NIA 7UA NIA NIA 3877b8 Nu ILIA WA WA IUA GB2 m3 eas U. 1120. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Dato 05/26/2021 4arcms®3Nrtoc.I(A275Ap1eClp3rtfle3Y 790 ms 7830. 600 lbs 15m5. leWDS 540 hs am ms WA 780 Its 748 ms Bala. laszo W2 X. SBS a. neo me MULLION.IT WILL YI ELD A MINIMUM ANCHOR 3Aam.(1]0.45'MIn.O.a I UCOp,W0.125'AM p•Ta 41; NIA WA WA WA NIA NIA WA WA IUA WA tUA WA WA 7UA 1D73Its CAPACITY WHICH MAY BE USED TO QUALIFY BY 1Ancnor/FClq 970 GY 195 G» 196 ms 275 G>s 445101 822 m7 11am 140 Y. 177 ms 3701b1 187 ms 332 4796. 110 221 ms 280 ms ADDITIONAL ANCHOR OPTIONSFROMTHE Mlam-0� eProduct C.nro 2.01001®1.16'►1rt O.CJF OTp.67 240 m5 35088 WA NIA 171.0 WA 190 mf N!A WA NN IUA WA 347912 47208 5W IDs ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F"1.000'-4 FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3.125' HOLIES TO BE DRULLION AND ILLED ION THE FIELD ELD FOLLOWING DIMENSIONAL RESTRICTIONS HOWN OSHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, N SHEESHET21-2� �P��••'•1.LCENSF•:��i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No."'Lgi •� ^ ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROU500" ILLT-FED �[7�- ' '%3.125%.5MULLION T /•` _ _ •• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED' I FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' •� O S A }:_ THICK.STEELSTUDS TO BE A MINIMUM GRADE33 AND.045-THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1 ,(\ TE LST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) EA %�s••.'OC ORIDP,.•' THE MATERIAL.1f'108#12 ANCHORS INTO WOOD MAY BE STEEL.18•B S.S.OR 4103.5. /�JasAONAL 00'\\ A.I!YNN,MIILAK P.E. FL P.E.#58705 TABLE 6A k a5i Mullion Capacity Table(me7it) o � Z Oponing Wkith(for vertira*panning mt51on9)or Opening Height(for hDilzorlstpspannirg mtdllols) 501, 60 In 701n so In Sol. 1001, 125 in 140 m 760 6, Z O Ratcw-I Rap mare Reawrelar T.Wnt.ng. RectanpW. TN"uu R-Wrg d. T-pRdmg. RatmBular T.pnftrgg 11.mnoul T-PT11 n0. Restan9uly Trop/TdmO• ReGanp,lar Tm Fan9. RaAmpdar TnWITAana �:. 1 x4 x.125 Ulof-9 L--ftLw&g Lnedna Loads➢ Lamm!) Loadno L-ft L..ft Leadw Loadno Loading Loaft L..ft Loadvt9 L-dng L..dnq Lwdn➢ oY O Alum.TubeNuMon7 u ,Z' s 0.. d .. �s & �.., v v.. '. _. .. LO L' 0 ff a 42 to 1700 820 VIA 439 170,0 744 170.0 478 1740 866 170.0 606 170.0 092 170,0 519 170.0 1116 170.0 621 170.0 1240 170.0 627 170.0 1488 170.0 521 1410 1489 170.0 621 127.6 1409 170.0 611 oWi O 4a In 170.0 708 170.0 524 170.0 650 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 156.3 1303 170.0 6S0 130.3 130 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 880 K N m = 50.6251. 170.0 747 170.0 583 170.0 485 170.0 671 170.0 1046 170.0 644 170.0 1195 170.0 723 158.1 1235 170.0 741 140.6 1745 n9.e 765 117.1 1238 170.0 7611 100.4 1Z]5 170.0 758 97.8 1236 170.0 TSB �_ W O 3: 54 in 170.0 787 170.0 612 170.0 @36 170.0 Sal 170.0 1118 170.0 754 164.4 1158 170.0 00 1372 1158 170.0 837 123.6 7168 170.0 859 1029 1155 170,0 861 862 1158 170.0 861 77.2 1158 170.0 551 j W bo l0 170.0 584 170.0 701 166.7 1042 170.0 797 147.9 1042 761.1 832 125.1 1042 1467 BIS 1112 1042 1388 801 100.0 1042 1302 791 a3.4 t042 125.1 782 71.5 1012 1251 782 6Z5 1042 1211 792 � F• cD 0 63 m 1700 930 170.0 745 1515 692 163.6 618 1736 JIM 144.4 769 113A 092 131.0 782 10aa 892 121.4 768 90.7 671 114.5 755 756 B0 108.4 745 84.8 992 105.0 744 587 992 108.0 744 68N 165.0 947 170.0 759 137,3 947 146.0 70 1181 947 130.3 768 103A 947 117.7 752 91.9 847 106.7 73a AZ7 947 7022 727 689 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 02 Z �C 721n MA 049 1427 737 1132 849 121.6 772 97.0 US 1089 703 84.8 SO 96.4 690 755 849 38.7 686 97.9 848. 82] 675 58.8 849' 75.3 659 485 849 715 652 426 349 724 657 �� 78H 115.5 782 120.7 6115 96.7 762 1028 652 823 762 90.0 610 722 762 80.9 628 642 762 74.2 620 57,8 761 682 813 481 782 626 602 41.3 762 669 597 30.1 762 695 �5 F fn mZ N I- M 781, 108$ 724 111.4 634 89.0 714 845 621 76,3 724 a29 60 688 724 14A 699 69.4 724 88.1 591 53A 724 634 50 M5 724 67.3 573 382 724 54.3 567 33.4 724 535 565 p F J r' coin 69.8 647 71.0 40.1 68.0 643 60.7 474 48,7 617 62.9 468 43.6 643 47.1 458 7a.e 647 42.4 452 M.8 843 356 418 250 643 34.0 436 24.8 613 321 430 21.7 613 30.7 428 FZ-- ¢ g Z N W co BB1, 67.3 478 689 427 47.8 478 49.7 419 40$ 478 432 412 310 470 38.5 40 31.5 478 Nb 400 20.7 478 320 395 238 ale 24.1 368 20.fi 474 26.8 380 179 478 242 375 a N N AO yo 101n 40] 377 41.1 341 33.5 377 34.6 335 26.0 377 30A 330 252 377 26.6 325 224 377 24.0 321 20.1 377 220 317 16.8 377 19.0 ]70 145 377 17.1 N9 III 111 h 37.1 357 37.8 323 30.8 357 31A 319 26.6 357 27.5 313 23.2• 357 245 309 20.6 357 22.0 30.4 185 357 20.1 301 16,4 357 17.4 794 1200, 29.3 306 29.8 279 'N$ 309 23.1 274 21.0 30 21.7 270 18.3 308 102 287 183 306 17.3 263 O U `x Q O O 144 b, 17.0 212 172 196 d tl Z (n TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: S m 0 AnehorCa acl Table ba ANCHORCNP.�,._. '�p-t substrata z7k C.-M. 3.5k Co.. Iia-cmU Flied CMU PT Woad MotW (DP ,m)X( >=ANCHORCAP.m„ MULLION CAP.,,,,,., 9t"Ebo va•ssE1c05/te•geo tu'ssFlco ptooteu 012 Stud 9iz8ted PRODUCT REVISED Anchor CUP PatIL•me AndOfn' 3/t6•FJo0 U6aan 114'FJco Ultram 3'18'EI40 Ulbazm U4'SWO U17 can 1Arraean ApOreGamr UtmoOn A➢9re0a[or 544-,4 G5)scAw([� soew(OS) USE THIS FORMULA TO OBTAIN THE*ANCHOR as oom 1yiny with the Florida EOpe D6taroe an. r 2-tR' r q V17. I. z-7rr t• 2-lir r 3-11, r O.4E• osa' x324' CAPACITY REQUIRED'CORRESPONDING TO AN Building Coda 17-0630.01 Embedment 9nk 14W 1-]u• 1414' v4' 1-1/4• 1-1A• t-U4• 7-114' t-114' r tare• tare• tnd- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 2Anch-Q4.7SMk10.C./StandmdGt0IhetClP(Fly.182): 3900- 390lb 450IDa 0IbS 288154 354 Me 740 ms 374 bs 6641to 90am 341104 4421M 560103 OPENING,WHEN IT IS LOWER THAN THE MUWON ExpiraUan Pato 05126120 21 4 MOM 0 2 25'Min.O.C./SWdmV WOl6ay C8p(FI9.3k 7001DS 700163 aw lbs A 560 lb. WA 63016. WA 680105 WA 68216. 8951M 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED B Atras01.15'Mh O.C,I BWntmd(orO94m)Ctp(R➢.4k »1,s 1400 Ibs WA A 760105 WA WA WA WA WA 130105 1770 ma 2240 ms MULLION.IT WILL YIELDA MINIMUM ANCHOR4Arw1om 03'MJeO.C. R)2(5An910C1¢a/(F47.bp 780@4 780 m. 6800. 06- 50164 WA 7601.64 7481.65 Sao lbs t69216s 662 Ws Ba51bs 1120 O,s CAPACITY WHICH MAY BE USED TO QUALIFY Miam-b oPro aet ControfiAnehae®!'M610.C.i Q)245 An➢Po tlbsiffV.6p 1170 lm malDa 1020 169 o ob4 aw ms WA 11aom 1122 m. 1310 16.1 za3s 6v 1022 ms 1327 mt 1680 e>s ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amb*M A OAS'r41n.O.C.I UQlp 100 JZW Akmt."*1): WA WA WA A WA NIA WA WA WA WA W7i WA 1430 BsANCHOR CAPACITY TABLE2An8Mm C 2.8•Moi.O.C7 F47Ip(Fkl.ep 360 Ns 950 m0 290 8- A 23010. WA 315 Ns NIA "0lbs WA 311 Ws 4421.65 6W IDs 4Andrme 94 LIT Mh N. F70.9k 460 Ws 700 8- WA WA WA WA 3801.65 WA WA NIA WA WA 65211,5 88610. 1120 Ws ' 1.000' NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j )- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 3 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .'aQNY LYNNE • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ```'t`.•' -10ENSF••rz • • • • L4.000' • 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES � No.58706 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =* *_ FIGURE 5: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ( -t y • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLE30 D u "` t • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW .128' �0,�••. P ATE ��: STUDS TO BEA MINIMUM GRADE 33 AND 0SOUTHERN PINE WITH AN SG OF 0.55. 416"THICK INUM SHALL GAUGE).STRUCTURAL BE 603-TS AND BE A STEEL TO BEAT LEAIMUM ST.125E THICK L 'T i,��SS/ NAL-` G` I•x4'x.125• A. ONAL'2: �� ANGLE CLIP(FIGURES 588)MUST BE USED W PAIRS. AND 536.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& A.LS4art MILL@t•C;P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,IBA S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A � Mullion Capacity Table(IbaM 43 g Opening V4dth(lor\er8ca"paming mlreons)or Opening Height(for hodmrtlaq'�panrig mutlons) 1: b 60 In 60 in 701. 8061 OD In 100 N tm N 1401. 160 in .� Raetargdar 7rapmang. Ra angdm TmpRdmW. Radonpilor twndml9. RoeMngdm Tmp[Man9. Racmngu0r TmNTdmo. Rectanouw TnWTdma. Rectenmd. hap/fdan9• Reclvpular TrapTrima. Rac1.n9Nar TrnWrdenu. �_ O 7%4%-375 Lmdng Lrad.O Loading Loading Lowing Loading Laadn9 Loadblg Loading Loading Locdng Laedng Loadrg Loafing Loading Loading Looting Lordng Alum Tube oY Manion e .� rz qqyq 9 s rc 8 s@ d 3 C 3 J s a� 3 d� s d# �� d s d @ c� 2� S Z °�r� W 421n 170.0 620 170.0 435 170.0 764 170.0 478 170.0 863 170.0 Sae 170.0 992 INA 519 1170.0 1116 170.0 521 170.0 1240 170.0 527 170.0 1488 170.0 WI 170.0 1735 170.0 521 170,0 19M 170.01 521 w 0 LU 481n 170.0 IDS 170.0 024 170.0 850 170.0 684 170A 892 170.0 63a 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 6'90 170.0 1700 170.0 663 770.0 1993 170.0 680 151.8 �4 170.0 680 -7 <n 63.6250 170.0 747 170.0 583 170.0 898 170.0 631 170.0 7046 1700 681 170.0 1195 170.0 720 170.0 1375 170.0 747 170.0 4494 170.0 756 170.0 1783 170.0 766 158.0 1919 170.0 758 138.8 1919 170.0 756 54 in 170.0 797 170.0 612 1704 959 170.0 651 170.0 1118 170.0 764 17MO 1275 1704 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 17P 170.0 661 137.1 1799 170.0 881 120.0 17M 170.0 881 =U' W ca m O Cn 601. 170A 805 170.0 701 170.0 1063 170.0 197 170.0 1240 170.0 678 170.0 1417 170.0 044 170.0 1504 170,0 895 155.5 1619 170.0 1033 120.6 1619 170.1) 1063 111.0 1019 170.0 1083 972 1618 170.0 1053 -, m W F C7 631n 170.0 830 170.0 745 170.0 1110 170.0 a50 170.0 1302 170.0 940 170.0 1483 170.0 1016 186.7 1542 170.0 1076 141.0 1542 170.0 1122 117.6 1542 168.5 1158 1x0.7 1542 167.9 1107 88.1 1642 1974 1157 g z 6a In 170.0 e74 170.0 789 170.0 1160 170.0 M3 170.0 1384 170.0 1061 160.6 1472 170,0 1086 1428 1472 165.8 1148 128.5 1472 168.8 113D 107.1 1472 147.8 7108 01,8 1472 148.0 1104 80.3 1472 146.0 1104 Z Z ze m = C 721n 170.0 1067 170.0 .ala 170.0 1275 170.0 1009. 150.9 1320 1882 1101 132.0 1320 149.0 102 117} 1310 137.8 1066 105.6 1320 128.6 104912'. 1320 117.0 1024 75.4 1320 1128 1013 664 13M 1126 1012 W W T61. 170.0 1122 170.0 637 149.6 1184 159.4 1013 1282 1184 139.0 994 1171 1184 125.7 978 09.7 1184 116.3 954 B9.B 1184 107.5 952 1184 97.6 935 60.1 1184 931 927 50.1 1184 92.3 825 11.�° Z S lam 166.1 1124 1704 067 138.4 112{ 147.0 069 118.6 1124 1263 947 7018 i124 115.6 931 023 1124 109.6 918 63.0 1124 D8.5 906 1124 89.0 690 59.3 1124 60.3 a91 5t.9 1124 832 878 J h p I J •O in 106.1 VA 1118 750 00.1 HM 94.3 736 772 B44 a2.1 724 674 844 73.3 712 60.1 844 68.5 702 64.0 644 B1A OW 944 54.2 679 38.6 044 58.0 663 33.8 W 47.7 662 112- Z = Q N 86(n 89.1 742 913 663 712 742 772 852 W,e 742 672 B41 65.7 742 69,6 6:11 49.5 742 64.1 622 44.5 742 49A 614 742 43.6 WO 31.8 742 38.8 690 27,8 742 37,6 664 L7 Z �Opp1085 624 588 875 630 621 608 618 621 44.7 588 !8.9 513 79.1 666 414 605 34.8 Seg 57.3 463 31.3 888 342 492 688 29.6 481 22,7 We 20.8 472 19.6 663 24.7 466 co111057.8556 060.7 40.0 855 40.6 499 412 555 42B �4�97 480 320 565 34220.8 656 31.3 487 655 27.1 457 28.6 555 147 018 18.0 555 22{ 442 )( 0.1' `L 120 0 46.6 473 48.4 433 35.0 475 39.0 426 326 475 3.7,7 414 25.3 476 T.0.6 409 225 475 20.5 404 18.0 475 21.1 395 10.3 475 157 387 14.3 475 172 381 F!, (71441n 25.4 330 .1 305 22.D 330 22A 301 18.9 770 194 293 2 V x ¢ y� O d z f/7 f1) TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m 0 s.p Anchor Ca Table s - ��ma. D ANCHOR CAP.,,,.,,, O 8 d' 0 sul.hala 2.76 Canada 3.5k Carni, as CMU Filed CMU PT Woad Man! ( P,,,)X( )=ANCHOR CAP.,„ d18•EYo 114.58 Eta 5118'111* 114'89Eko 210SIee1 1126teei 11128tad MULLION CAP.,,,,,,,,, AricllorType: 3/tE Elco Ulhnaan IH-Eloo u168aon m66con 116900 Ntracan t/a'Elao UOecan Aggn Getar UH-on AOOmGater 8c (GS)Sc"(05) 6cmw(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR PRODUCT REVISED Anchor Cllp P6Cema as complying with the Florida Edea C9,6uwo pn7 1. 2-t/i 1• 2-1? 3-1/B• 1• 244NWA 2-7? Y st/6 Y 0.4a• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING H AN Building Cade Embmka 639 1.74' 104' 1aq' 1-3w' T 1-U4' 1414' IAA 1-V4• 1414• 2• 13B• 1078' lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Andam 4.75 MH.O.C.I Standard a Oasat CBp(R9.1829 3900n 3W Un, oar 4190 J. 1644 ma 2700, 263120 74016. 37416. 66416. 940 Ib, 3410, 44210. 5630. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchaa 49 225 MSL O.0 I Standard(w met]1W(FW.3r 700 mo 7000:6 590 me 141011n 952 0. WA 563 0, 830 U. WA sea lm WA 682 Lee 881 is Tim h. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 BAnchord 1.15Mla O.C.I Standard("O6,e0 CIip IFb•4; Noma 1400/5. WA WA WA WA 7630. WA WA WA WA 13631. 77IDD. n4D®s MULLION.IT WILL YIELD A MINIMUM ANCHOR By d Arolnm®7'No.O.C./W 245Anpto C9p,I(Fig.69 76310. 790 880 0a 796315. 789816. 540114a 563 O. 763160 Toe 0s 880160 1002137 692iba BB616s I1m 0. CAPACITY WHICH MAY BE USED TO QUALIFY Mlaa Product Control eAro-03'Mn.O.C.IM240AnglaWpa1(F1g.89 1170163 11701ba 1020163 23401b, 284404 6109. No 2. 11400. 1122W 132000. 28M os 1022 It.. 13V1b, 168.02. ADD1710MAL ANCHOR OPTIONS FROM THE4 Anctan®8.45'Mb.O-c,1=AInW.t26-khm(Fb.7t WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 On ANCHOR CAPACITY TABLE.2AOahom 0225 B1h O.O/FLp(FI9.09 350 ma 35016. 290Bd 7050, 4780.6 WA 2800. 3150, WA 4401bs WA 34100 4421bo 5W 0,4Anahom 1.16'Mb.O.CJ F-ap .0k 4W 08 7009. WA WA NIA WA 3630n WA WA NW WA 6B21W 88510, 11201 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'•i 1.062' f--- -j 1.000' f- ' TABLE NOTES: FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE e: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • \\ 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. ��\ NY LYN!V 0.o..-...-. • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��•''•t.10EN,pF•.�� SHEET'S 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000 4.000' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 , FIGURE 5: FIGURES: FIGURE 7: - *Z:4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -"O � �= • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE , • • • • PR 3-75 AND BEA EA MI YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE �•. . ATE F 6063-T5 AND BEAMINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' _ 3T75' -3775' � �s •'F2pRIDP•,••' INTCK AN D A36.ALL ANCHORS IO METAL SHAL18 GAUGE).L ATLEAST3 SCREW THREADTSIBEYONIO THE MATERIAL.#10 8#12 1•X a'X 375 I 1'X 4•X.375' I ' s,ONAL ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. A LYNN 14 12,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 83.OR 410 S.S. T-MULLION MULLION FL P.E.#58705 TABLE BA Mullion Capacity Tablo Ibsfie ® � Opening Width(forv9Nraiiy-spanning niWo s)or Opening Height(forhodz irdaiN-sparatlng mullons) C o 50 In 601. 701n 80 N Bo N 1001n 1 1201n 140 In 1601n W < 125"x R. W. $ap/Td-9. Rmdmglel Tmprrrimq• RectongWm TNP+01a-B• RoomngWm TIapn52na ileelanUWa T prffi.D• R.d-Nm T. mg. Re=Diiular haplydan9. Rectm0a Tmpfrnan9. Rcmon9ufa Tr�@ntimi; O 3.188"x LoodnB Loadn9 Lmz 1421119 Lo80v L.Wrp dn Loa9 Lu dng Loadng Loading Loodm Loodng LoOdng Lndng L-9.p Loafing Loadn9 Imdbp 6 265"Alum �' v� - �' �' P �' & E 3 G' z �^ �' _ fig•_ � 7uheMull 9 �8 8$ 6� ^ as s a s a$ s 9¢ rid u 11 8LbNmV o LU 42in 170.0 920 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 1182 1 170.0 1 619 170.0 1116 IMA 521 170.01240 170.0 tilt 170.0 1488 1710 7121 170.0 1735 170.0 521 151.6 1768 170.0 621 m J 1j) 81n 170.0 703 170.0 624 170.0 850 1170.0 581 170.0 992 1170.0 630 170.0 1133 170.0 661 170.D 1275 170.0 6T7 170.0 1411 170.0 680 154.8 1548 170.0 680 1327 1518 170.0 630 118.1 150 170.0 660 a (q 50225 In 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1048 170,0 OU 1XII 1185 170.0 723 1710 1348 170.0 747 107.0 1468 170.0 75a 138.2 1468 170.0 756 1191 1469 170.0 766 104.4 1468 170.0 758 � � � 641n 170.0 797 170.0 912 170.0 658 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 503 183.1 1170 170.0 637 1416 1376 170.0 856 1221 1370 170.0 881 104.8 1370 170.0 381 01.7 1376 170.0 Bal a m o r(p• 60 In 170-0 885 170.0 701 170.0 1D93 170.0 797 1689 1156 170.0 678 138.0, 1153 167.4 830 123.6 1168 IWX 919 111.2 1158 150.0 912 927 1158 144.8 805 79A 1156 144.0 905 GD.5 1158 141.3 905 � f- W [O 0 Win 170.0 930 170.0 748 150.1 10511 170.0 SW 137.2 1051 155.8 862 120.1 1051 142.0 843 108.7 1051 1323 837 96.1 1051 125.7 M 80.1 1051 119.5 a72 68.6 1051 119.1 821 60.0 1051 119.1 921 tJ 2 EL Q 861n 167.1 967 170.0 789 119.3 957 151.8 US 119.4 957 134.0 790 104.4 DU 121.6 777 926 957 112,8 797 93.6 957 108.6 769 69.6 957 1010 750 69.7 067 08.9 748 522 957 969 748 ? = m = Rin 128.7 004 1332 698 10.3 604 1152 684 01.8 804 101.3 671 80.4 804 91.4 680 715 BN 84.1 650 64.4 994 78.8 643 63.8 804 723 633 48.0 804 611.9 629 40.2 804 e9.8 as W TC �' -' O 7130. 109.0 771 114.4 WO 912 722 072 618 732 722 85.3 1108 60.4 722 78.7 696 605 771 70.3 ObB 34.7 722 0.9.6 530 49.5 722 695, 670 39.1 712 68.7 666 342 722 682 664 y J & z 79 In 1012 655 105.8 800 84.4 035 895 US 723 W6 711.5 577 63.3 cl 685 70.5 888 682 689 04.5 560 60.6 685 60.1 657 422 685 64.3 843 38.2 6115 61.4 537 31.3 885 50.7 536 cl 901. 19.9 610 96.0 457 54.8 618 575 409 41.1 515 WA 441 41.2 616 44.7 434 306 515 40.0 428 33.0 615 37.4 422 27.6 615 33.1 413 235 815 305 407 20.0 515 29.1 404 Z z N ¢ N � rr X Z 98 In 54.3 453 55.5 404 45.3 453 47.1 397 30.8 453 41.0 391 33.8 453 36.4 388 302 453 33.0 379 272 453 "A 374 2L8 453 266 366 19.4 453 24.3 380 17.0 453 229 356 a h W 108 m 38.1 358 39.0 323 316 356 370 313 27.2 3549 284 313 DS 358 752 308 212 358 227 304 19.1 3511 225 300 15.0 350 110 293 n g o C) La 36.1 338 356 300 ?ea 338 20.1 301 26.1 338 70.1 241 ZLO 378 272 283 145 sta 20.9 289 17.6 338 iB.1 285 rLU X Y Y 27.0 290 20.3 261 232 280 23.9 260 19.0 290 20.8 250 17A 280 182 257 15A 290 114 249 U Q 10-1 201 18.7 186 U_' iL 8,.: � Z O 01 a I TABLE 80 AnchorCe a Table Ib9) ANCHOR CAPACITY ADJUSTMENT FORMULA; 0 ..�-g '" gtrO40 x substrate 27301rcise 667 CmK. We"WUANCHOR CAP.,m,,,". Fne2euu FT woad Mud (OP-)x ANCHOR CAP � �= . , va•ss6uo51seco 1/4•SSERo 910 Std *1261=1 m2Sts1 MULLIONCAP.,q,,,,,,, PRODUCT REVISED Andlm type: 3ne'FJc5U82em Ur Ek.UlaacOn 3'16 FJeo UR2can /14'FJAUma[on Aneh6rClip Psmame UOrxon AggreCaor uvacm A9;rSam scmw(111'7 Strait 037 Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHORaseomplYing with the Florida EdW09 ce any r 2-Ur 1• 2-vr 3.113' r 2-UZ r 2-112 2* 3-ur r 0.46• 0.54• 0.3zs CAPACITY REQUIRED'CORRESPONDING TO AN eullding Code ErMbedne0 n 1494• 104' 1374' lana• r 1-va' 1-114• 1.114• 1-vr 1-114' 1-t r r 1-?78' 1SI8' rart[s ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630.01 2W,hDrS 075-MIA p.G/stamaN m005el afp(flg 11 $00 An 390 IDS 450105 090 1844 me 270ba 2901m 35102 74DIm 374Im 654 Me 046¢s 341 Un 442 Me WO IM OPENING,WHEN IT IS LOWER THAN THE MULLION EXpiratien Date 05/26/2021 4 ArchmS 01.15°Mtn D.0 I stalav0(m MS)CUP(RD 2): 49D los 7m Ws WA WA NW MIA 360 oe WA WA NIA WA WA 6e21bs 885 MG 1120 MG CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM1103 0 g Min.O.C./M2MAngle CUps/(Fig 31 78D Ws 7801m 660In 15W 7616 be ISM Ms 563(m WA 7601t, 745 m1 68703 18003 692 ms 6B510s 112733 M UWON.IT WI LL YIELD A MIN IMUM AN CHO R By 4A.bmQ 0.45'Mtn.O.C.IUflIp,Odo.126A84m 41 NIA WA WA BW NIA NIA WA N/A WA WA WA WA WA WA id3083 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam ad ro uet ontrol 1 Amrml F-CBp 0106k 185 Ra 105 Bn 225 Ws 415 b1. iEft 135155 Man toms 57015 187 ms 392 m5 073 ms nobs 221 m1 250 tm ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arcmn®t.t6'MIR O.CI F4:0 g 6): wins awns WA NA I WA NIA 10003 NIA WA NIA I8A N94 341 mb 4420. 11 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE2: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR NFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 `11111 I I I l I l/l7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��`.AO ..••-• �� FIGURE 3: ��.= CENN •-�(�� ANGLE 3.188' - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SFeIF FOR EXACT DIMENSIONS,SEE Q';' •.FP ® BCUP I E USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *,r No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .2W IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8053-T6 AND BEA MINIMUM OF.125°THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .........•'G�� .045'THICK 18 GAUGE STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL 1.25'X 3.188'X.266-MULLION �� 'ONAL 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL (1-1/4'VF MULUON) NAL 11411. 910&#12 ANCHORS INTO WOOD MAY BE STFF-L,18-8 S.S.OR 410 S.S. A LYNN MILLER,P.E. FL P.E.#58705 i 1 TABLE 9A Mullion Capam Table(OoelHs) ® � Opening Width(faryedlealhh3pannlrg mW6ons)or Opening Halght(mrhadzontally-spanNng mullom) 1 501. 60 N 701n 8010 00 h 100 N IIID N 140 W 1601. W a R6omngWdr Tmpt)Hmg. Rmlm9uhr Tnplfdm9. Rocan9ofu T.I II oa. Rml.nguler TrWJidma. R.4.ngular Tmpndd.a. Ra.lm9uhr Tap tHmp. Roctongutu Tmpl111mo. RwtmMWar TnW�Tdm3 RaolmoWar Treplfdm0. si o 1.25x3.29 L-w-g L.adnO L.adn9 L-iou Loading L..elM L.sdha WONG 12.1.2 L-Og Lu.4N0 L.6dNg Loadan ggL ftg Lading Lae410 1444109 Umdln9 X.100 AIMuOton 1X 5 ypp tgg �pp�' 1§� Ffi1 66 ggg Fi r p qyy ppp qgg {�r tl�' qq0yy O yyyyyg qqyy qqgg rp5 fln pd� s 2 9 S 8 8 S 2 9 3 3 i d 3 a a a 4 8 d 2 4 U 42 in I7e9 020 17x0 435 170.0 744 170.0 478 170.0 608 170.0 603 170.0 002 170.0 518 170.0 1118 170.0 521 153.3 1118 110.0 521 127,7 1118 1TeC 621 M2.5 1118 1740 621 89.0 1118 170.0 621 W Q LU 48N 170.0 700 170.D 524 170.0 850 1740 581 167.6 976 170.0 690 1467 970 1/0.0 831 130.4 978 170,0 677 117.3 878 170.0 600 87,8 878 170.0 600 816 978 170.0 830 733 078 170.0 600of W J 50.8281n 110.0 747 170.0 603 170.0 898 170.0 831 19o.7 927 170.0 684 131.9 027 loss 708 11T2 BRI 150.1 808 10.5.6 927 156.3 68g 878 927 1663 695 75.4 927 166.3 695 669 027 158.3 685 Of 64 h 170.0 707 170.0 872 1fi46 8119 170.0 881 1326 868 167.8 883 1169 869 741.8 969 103.0 869 134.0 660 02.7 s09 129.0 651 77.3 669 128.0 652 662 669 128.8 852 67.9 668 7268 652 CD W o CON 1{32 746 167.8 634 179.4 716 132.0 e20 1023 718 117,0 806 68.5 740 7078 509 78.6 743 101.0 592 71.6 740 68.6 607 60.7 7d8 93.3 683 511 746 0.1.3 503 N.0 746 937 683 m Cn § 03N 123.7BP 1320 510 107,1 077 1132 660 gs./ 077 100,4 556 77.3 BP 91.d fi/8 08.7 BP 651 0.111 81.9 OP 81.0 634 51.8 677 P.0 820 N.2 BP 76.7 67B 3s.7 077 767 629 U 6810 107.8 617 114J We a0.7 817 97.0 610 78.9 017 863 we 67.2 817 79.9 fiW 699 617 729 494 69.8 011 80.7 109 //.8 617 64A 403 38.4 617 63.7 462 370 617 63.7 482 C) !L Q '! 72N 828 610 07.1 {90 661 616 74.2 4d0 602 916 86.2 472 b19 513 560 47b A6.f 518 612 118 41,4 hie 90.7 114 34.8 518 466 408 R9.6 620 458 {1X5 760 519 ISO 105 = Z CAS m 2 e v 6 78In los 405 737 M6 567 486 62.8 398 60.3 409 949 ]BO 44.1 465 49.d 389 382 465- 46] 370 362 405 422 374 21X{ dB9 963 387 26.2 465 38.6 :A1 220 {0.5 382 383 W J f pO i 78N 662 441 660 387 543 N1 9i.7 379 {8.0 d/t 660 372 108 4d1 IfiA 3% 307 441 41.6 380 329 !{1 38.7 358 271 441 34B 349 23.3 441 33.1 340 20.4 441 327 345 J 2 Q V `Z 00h 42.4 $22 295 764 332 37.0 289 30.3 332 323 284 266 332 268 200 23.0 892 20.1 278 21.2 332 74.1 272 17.7 332 21.3 296 16.2 332 19.8 262 13.3 332 167 260 m Q c:, r n ❑ I- O 86h 39.0 280 20.1 291 30.] 259 25.0 201 264 282 218 291 236 245 19A 291 21.3 244 175 29I 79.6 241 i48 291 17.1 234 12.9 291 15.8 232 Z QZ Q N p1 1084 24.8 208 ffib 90 21.1 209 IT.9 230 163 tot 19.4 230 102 10810 1114 72.6 197 169 210 19,1 104 10,2 218 10.8 1s1 Id.1 218 749 106 U) NZ 12010 178 170 14.9 187 16.3 167 Q 7f p co F V N Q o zgK TABLE 9B AnchorCa el Table 3 ANCHOR CAPACITY ADJUSTMENT FORMULA: 3ustrata: 27k Conawto 3.5k Caw. wtow cmu FTmd a,N PT Wood Mete! pp ANCHOR CAP.,,m,, O* ( )X( >o ANCHOR CAP._ ArmOarType: 3I16'�m UOmcm 1M'Eba Ultrm.n 6119•FJm 3116'EIea UOm4on VP Elco NOaoon 114.93E1oo 6/16•Etao 1/4'39"No VMS eel H125te41 alt steel MUWON CAP., PRODUCT REVISED Anchor COP Paflenl6 UR-en A9®9CAt1r Ulrecon AOamG.Nr 3ar1(05)Bcmi(G5) flcm(G9) USE THIS FORMULA TO OBTAIN THE'ANCHOR ns complying with the Florida ! Eo9a 111s1.n.e fink T 2.1/7 1• 2-VT 3118• 1' 2-12' IA 2.7rY 2• 3-tlW T 0.40• 1X64' 0,3W CAPACITY REQUIREd'CORRESPONDING TO AN 6ullding o o ' Emhafmcnl I I.aW 1514• 1ar4' 14W 7 1-14' 7.114' 1.1/4' 1-114' 1-114• 27 tale' tale• woos ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 j 2Arc0oa®4.75•Mln.G.C.)Ol.tnlad of t]0/el alp[Flp.1Y 39003 300 ms .502. BOD ms 1014 We 27026 260 N. 740Ito 374 ms 664 s 846 ms 341 m8 N2 ms 560 me OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 An.imm�11.1b'MkL O.G/Stallard(mO6se0 alp(FI9. 480014 700 6s WA WA WA WA 900 ma NIA WA WA WA 682 Ns gag Ina 1120 B. CAPACITY(FROM THE TABLE)OF THE SFIC-CTEDexplratlon Datn 5/26/2021 qAn.nom®rSwL o.c.l(2)215 AnplD atpe r(Fw.3Y 7eom6 7eo6n 9gO be 1560ma lege m. woma 560 me760 ms 14gm6 ego 16D 1g9z ms hex m. 66s m6 llza bs MULLION.IT WILL YIELD A MINIMUM ANCHOR ByC 094•Mh O.C.I 11COp,410.100A9.n.p79.4YWA WA WA WA WA WA WA WA WA NIA WA WACAPACITY WHICH MAY BE USED TO QUALIFY Miam1 Anonorl Falp ffm.6j i951. 199 m] 225 Bw 445 ma e2z ms 135 m5 140 mz 37011u 14710.. 332 ms an mr 170 mxADDITIONAL ANCHOR OPTIONS FROM THE m. 3500. WA WA WA WA 1001ne WA WA WA WA 917 ma M210s Se08n ANCHOR CAPACITY TABLE TABLE NOTES: 1.260' 1.250"-I FIGURE 1: FIGURE 2; I • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 26 FOR INFORMATION e • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 t I t l I) FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' 3260• `��`,•7��NY L"NN'� ANG SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �`..' (o.5B7BS. CUP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •. BE USED *; NO.68)65 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ )k GROUT-FILIED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE �1 [,Y: FIGURE 4: FIGURE 5: FIGURE 6: 6063-T6 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 10�'.. SATE F V • • .046aTHICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEASTAZT THICK AND A36.ALL .100' •100• iFs3''•F�ORIOA,.•' • #10C&#2 ANCHORS INTO WOOD MAYBE SD AT HORS INTO METALLTEEEL,18-B S.S.OR 4 O0 B.SEAST 3 SCREW BEYOND THE MATERIAL 1'2MUWON FOR 1 MULLION FOR B' ,� SjI(ONAL�LN��`�� FIELD•MUL E�UNITS FACTORY-MULLED UNITS A.LYNN Mid I l',P.E. • FL P.E.#68706 TABLE 10A o � Mullion capacity Table Qb1/N2) Opening Wdth(forvadical"patrn419 mU5ols)crOpening Height(bncckardal)-spanaing mullions) 4'g So In 601n 701n WN soh 100N I 110 In NON 160 In m p 126%926 Rselsn907ar bq hrp. Rademiat Tmp/ldang. Redmgdu Tpp/rdan9• Roehagulu Treplydmg. Red Sul TepRdan9. R.danpla, Tmp/Tdmg. Radanploe TmpmlanA. Rodmgdar Twy .ng. Recralgdrr Trep�img. eS� LoedinB Lwdhg L4a0Ng Loading loading Loedln0 LoSdeg Loading l4ed"ng Lnadng Loading Loading Loading Lowing LoodNg Loading Loading Loading cx %.620 Alum.Tnha ,• ,�_ € b' '� .. rJ •8 '� .� � •E.. •€ �., € �,. •s z' .S g^ .�' .F m B., a d3., fi"; 9 Mumon �d ��. 3 pe �e g a� �• �. $ Ag e. �€, c�a u o` E@. $ Z r7i�rc I1J O W 42 in 170.0 620 170.0 435 170.01 741 1 110.0 478 170.0 868 VIA 506 11M0 992 1170.0 619 170.0 1116 170.0 521 110.0 1210 170.0 621 170.0 1483 17x0 521 170.0 1736 1740 521 170.0 1993 17DA 521 = J 401n 170.0 700 170.0 SU 170.0 850 170.0 6B4 710.0 992 170.0 630[.17 1133 170.0 661 170.0 1276 170.0 677 170-0 1017 170.0 680 170.0 1700 170.0 E80 169.7 1979 170.0 680 1416 1979 170.0 680 K D 1'17 50.625h 170.0 741 170.0 693 170.0 936 170.0 631 170.0 1018 170.0 6U 1195 170.0 723 170.0 1346 1710 711 170.0 %194 170.0 760 170.0 1793 170.0 768 1626 1877 170.0 756 133.6 1811 170.0 768 54 in 170.0 797 170.0 1% 170.0 956 170.0 691 170.0 1118 170.0 764 1276 170.0 003 170.0 1431 170.0 837 170.0 1594 170.0 156 158A 1768 1700 661 134.1 US 170.0 061 117.3 1769 170.0 091 W O N LU 601. 170.0 US 170.0 701 170.0 1062 170.0 797 170.0 1740 170.0 870 1417 170.0 944 Ist1 1611 170.0 996 146.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1093 M a H U 4D C7 Win 170.0 930 170.0 145 170.0 1110 170.0 860 170.0 1302 170.0 840 1370 170.0 ID16 1392 1370 170.0 1076 126.3 1370 164.0 1092 104.4 1370 155.9 1072 39.5 1370 1653 1070 713 1370 166.3 1070 W Z m 661. 170.0 974 170-0 739 170.0 1169 170.0 993 155.6 1240 170-0 1002 1248 166.8 101] 121.1 1246 1421 1000 108.8 1240 139.0 939 90.11 1240 130.4 970 71.8 1248 129-0 076 68.1 17-00 119.0 476 Z Z N g m S c U j 72 In 167.0 1049 170-0 878 179.9 1049 1512 092 119-0 1009 131.1 8/6 1018 119.1 860 932 70.19 109.7 846 Big 1049 102.7 S7B 93.9 1049 943 376 59.9 1049 91.2 820 524 1049 91.1 820 w j O 3 761n 142.7 941 149.1 022 118.9 941 1269 806 101.2 941 1112 791 941 100.0 777 73.3 941 01.7 763 71.4 941 35.6 793 E66 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 S 1 Z i0 in iR.O 094 197.8 793 110.0 991 1135 767 91.3 891 1021 163 891 91.9 740 7].3 894 94.1 770 66.0 894 78.3 731 65.0 491 70.7 707 11.1 394 87.0 101 d1A 894 66.1 690 Q ` 1� a ': 901. 05.9 671 80.1 696 71.6 611 74.9 6B5 GIA 671 66.3 676 671 60.2 566 47.7 671 624 558 43.0 671 464 651 3S.8 671 1].1 639 30.7 871 39.7 531 26.9 671 37.9 626 Z Z eq Q N � NIn 70.0 690 72.8 627 ti 9.0 690 61A 610 604 No 53A WB IdA 590 47.6 602 39.3 690 43.0 404 354 690 394 460 29.6 690 34.7 477 25.7 690 31.6 469 22.1 690 29.0 del �' x Z p0 Ice In 49.7 466 60.8 421 41A 466 42A 414 35.6 488 37.1 ;Be 31.1 486 321 102 11.3 466 261 3% 24.9 400 27.1 391 067 4 1 21.6 382 17.3 {66 212 376 15.5 466 195 370 a U) N 111117 15.8 441 46J 400 3B2 441 3S-0 393 32.7 441 34.1 387 216 441 30.2 332 264 441 271 316 229 441 2dA 312 19.1 Idi 21.5 393 16.1 Ml 19.3 356 14.3 441 17.0 351 W ch 120 in 39.3 370 785 314 30.2 378 31.0 331 263 271 16.8 334 227 376 23.7 329 20.1 ITS 21.3 325 18.1 IN 193 321 15.1 318 18.7 3N N �' X Y Y 144 1. 21.0 262 112 742 17b 262 173 239 16.0 262 15.3 230 z V N Q Q O Z rn 417 TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: ba Anchorcapatity Table(Ibs) O o m p�m� ANCHOR CAP.,,°,,,,,,, SUMlydls 276 Canclda 3.51C Cam. Htlloo 04U Fgled G4U PTWooO metal (ppw)X( >=ANCHOR CAP.,„ "J73'Deo 14'SBEIco&18'Eto 1/4•SSEeO 11081W R12SIed g@8ted MULUONC I.,,„°,,,,, PRODUCT REVISED MchorCgp Pettems Amhar 3116'Eco Utmcmk'V4*ECoUlfaCon 3fiv Ec.uuh m 114•EkoUtmon � � 99 USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp)117 with the Florida Ulanon r U1halm A 0%381of Smw(G7)serew(GQ Scm((3 9 9Edqe01bmegn T 2-trX2-U2' me r 2-Ur 1' 2-12• 2 341W z SAW a5T 0-024' CAPACITY REQUIRED°CORRESPONDING 70 AN Building coden 104' lad• 104• r 1-14' 1414• 1-1/4' 1-14° 1-114' 1-114• 2 iaa- 108' 1maa ACTUAL PRESSURE REQUIREMENT FOR THENOANo. 17-0630.07 /StardplaOrOrselCOD(R9.1) 990109 ago Ox 690104 1644Ibs 270gs 283ioa 364101 7d01o+ 3741Ds 6641!0 806109 341 m9 Ad2� S601m OPENING,WHEN IT IS LOWER THAN THE MULLION E7cplratTOnDate $126/2027 /sta1daz06raw)Cnp(R71.z1 480 me Tao gn WA WA WA 360 Ma NIA WA NIA WA 1 6ez1B9 eW Ma Neo iW CAPACITY(FROM THE TABLE)OF THE SELECTm4Ar410 11711T.O,C.1M2.5AMf8CUP31'.a}. 700015 70)100 1660Ib 1us[be 640135 56o1m NIA 7601M 743 Ibs 880109 7892918 66209 865/18 1123939 MULLION.IT WILL YIELD A MINIMUM ANCHOR By Alcmn®0.6Y 6117 O.C.Iuznp,Wo.100'Alum ffi94 N/A WA WA WA WA WA NIA WA tUA WA WA WA WA 9500>s CAPACITY WHICH MAYBE USED TO QUALIFY IBIam1-Da Product Control T i7r,FCOp 0aa 5): ffi10S 195- 44628 822 me 13505 1402A 17110s 970 ire 197105 972/09 473 Da Homs 221166 280 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnoa(a]IMP NA QC/F4Ap 0.R 240 BIS 3rD0. WA NIA NIA 710 On WA WA WA WA WA 341 mS 442/0 660105 ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE2 TABLE NOTES: t250' 1 25T 0 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11171 t 1 111777 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �IGEN3F'• ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' �.• •..tf� CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.58705 BE USED -* 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND IN PAIRS' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL :• •,Q BE PRESSURE-TREATED YELLOW SOUTHERNPINEWITH AN SG OF 0.65.ALUMINUM SHALL BE4• 4FIGURE4: FIGURE 5: FIGURE6: 6063-TS AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i'C I roe .045'THICK(18 GAUGE).STRUCTURAL STEEL.TO BEAT LF.AST.125°THICK AND A36.ALL %Cs • �ORANCHORS INTO METALSHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.2MUL ION FOR 4' 1 25'X3.2N FOR#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. FIELD-MULLED UNITS FACTORY-MULLED UNITS FL P.E. 58705 i TABLE 11A MWllon Capacity Table pWRt7) Opening Width(fcrvadiea*apaming mlflous)crOpaning Haight(forhorizonta spent mdGare) o4a 1 < 501. 601. 701. 1 e0 N 901. 1001. 1261. 140 N 160 in r� Reclwgwa Tr9g01.ng. Rectenbder Trap/rdan9• it.,Wgubl Tep?dang. ltuunpW TapIrdan9. Racugdr , Trapirdang. Rauangwa9 Tnprrdang. Recumaular Tapndacs Rac g,1.r Tta ang. ReebngWa T.Prrft* o 126x394 �- w Lead 0 Linn Laad4g L6adfng L>mdNR U.aig WaAn9 L.adng Wrong L.ad1.g L4ad1.9 WdNg L0.&ig LoadN9 l.adN4 LmCmp Loading L.ad9g X.624 .. >n oZ Al tuba .. ss.. •s.. �' s e as" ',. re' s m � s. LL Nu man a We a� �� g �� 4� a� a �� . a a r� a �€ 'r $�, ag a8 .� w .a a`9 ' € -R '� € t s _' E �� mac ' � g �g U) 3 Bae 80' € Fze 2e € s'� a`2 � is za �� € �a s€ �� @ d`d z� �& Z •�'z w 421. 170.0 620 170.0 436 170.0 744 1700 478 170.0 860 170.0 506 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1688 170.0 @1 170.0 1735 170.0 @1 170.0 ISM 170.0 @1 W _ 401. 170.0 708 170.0 @4 1740 850 1709 58i 170.0 992 170.0 630 1740 1133 170.0 661 170.0 4T5 170.0 677 170.0 141T 170.0 680 170.0 tt00 1740 680 170.0 1983 1]0.0 680 170.0 2267 170.0 680 54625 H 1740 74T 170.0 663 170.0 896 110.0 631 170E 1046 170.0 684 170.0 1185 170.0 773 170.0 1745 170.0 i47 170.0 1094 1TO.0 758 170.0 1793 170.0 766 110.0 7092 170.0 16fi 770.0 2391 170.0 7Sfi r g = 6lln 170.0 797 LTO-0 612 170.0 956 170.0 691 170,0 1116 1740 764 170.0 1276 170.0 803 1]0.0 1434 1760 837 IMA 169( 170.0 056 170.0 1913 170.0 861 170.0 2231 170.0 E51 1642 2403 170.0 R61 xU' W o$ cc O 601. 170.0 00! 1709 101 170.0 1063 770.0 797 170.0 1240 17a9 978 170.0 1417 170.0 984 170.0 1691 170.0 89fi 170.0 1771 170.0 7073 110.0 2125 1740 1063 1.8.3 2163 1740 1093 49.8 2163 11..0 7063 (n M Ijj 63 In 170.0 930 170.0 745 170.0 1116 110.0 060 170-0 1302 170.0 %a 170.0 7488 170.0 1016 170-0 1673 170.0 •1078 770.0 1059 170.0 1122 158.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2050 170.0 1771 ~ L) m 661. IT0.0 971 170.0 7119 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1658 1709 1086 1)0.0 1753 170.0 1165 170.0 1910 170.0 410 1430 1366 170.0 1276 1226 1966 170.0 1288 1012 1966 1740 4E6 ? Z co z m = j 721. 779.0 1063 1709 870 1740 1275 170.0 1009 110.0 1888 170.0 7126 170.0 fl00 170.0 1228 154.1 1734 170.0 1315 138.7 1738 769.8 138fi 1146 173{ tE5.9 13W 99.1 1738 150-0 1352 86.7 1734 1502 1-@ aj J $3 _U 0 1610 170.0 142 770.0 337 1740 1346 170.0 10E0 1683 1666 170.0 1209 147A 1666 1652 1206 131.1 1556 16L5 466 1179 1656 u13 1261 983 1559 118.7 1229 ed2 1556 1223 1219 74.7 1656 1212 u76 W r �0 -Toil 110.0 1157 170.0 967 170.0 1781 1740 1116 155.8 477 1699 446 176, 1477 767.0 124 1212 WT7 139.1 40fi 169.1 1477 49.6 1191 90.9 1871 116.9 1169 739 1477 110.8 1168 68.2 1477 1093 1169 LCl '� 'Q r r 901n '1420 1110 1465 986 118-0 1110 123.9 968 101.6 1110 1079 951 BB.B 1110 3&3 9]6 T&9 1110 07.6 922 71.0 1110 80.7 910 692 1110 71.3 591 60.7 1110 656. 078 44A 1110 62.7 870 Z Z QIn 901. 117.0 975 1203 872 g7S 9T5 1015 858 03.6 975 083 862 732 976 766 029 56.0 975 712 917 5&5 9!5 65A 007 48.8 975 @A 760 410 975 523 776 96.8 975 49.3 7@ Q x Zzz login 022 771 61.0 696 68.6 7T1 70.7 686 68.7 771 61.3 674 61A 771 64.3 514 46.7 771 49.0 6S 41.1 771 419 617 34.3 771 38.9 832 28A 771 35.0 @1 217 771 32.8 64 a y �H cD�O 1111n 767 730 77.3 601 63.1 730 55.0 651 61.1 PO 563 640 47.3 130 49.B 631 421 730 45.0 872 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 31.9 689 237 130 29.6 681 N W 120 in 59.9 @l 61.0 569 49.8 @i 612 560 42.e 674 18.7 652 JTS 670 39.2 641 333 @4 353 637 30.0 @i 722 671 25.0 @4 ZT7 619 210 @4 2L6 509 767 621 22.5 501 K >( 1441. X7 433 39.1 800 283 773 290 395 28.6 41'3 250 990 21.7 833 224 386 193 d3] 2aA 391 17.3 433 182 3M _ � U N Q z N U TABLE IIB - ANCHOR CAPACITY ADJUSTMENT FORMULA: a �' gD 5:p AnchorCapaft Table(lb*) U 'per m� .mow amu Flood= Frwood Vasa ANCHOR CAP.,°,,,,,, S� � SutsOat. 27k izrcrse 45k CdK. (D�)X( )=ANCHOR CAP.,,, t716'tico u-SO Elo 916'Ek. 11r SO E3m 910 Sled d12Steel r12 Steel MULLION CAP.,,,,,,,,, PRODUCT REVISED Arclwr Type 3'16'Eta M-00 1/r Ek.u'.. 3116•Elcofi 4•Ek.Ulman r Ultracm A�reGaOr drew(CG)9cren(G5) scRW y AnchorCOp Pattema unracon �$ D (� USE THIS FORMULA TO OBTAIN THEANCHOR as lgfngewith the Florid. 6a�asurce enk f• 2-t/2' 1•' 2.117 ays• 1- ' 2-v2" 2. 3-w 2 0.43- o.6r 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. d 17-0630.01 Fm9enntnl do 7914' 13'4' 19/4• tarn 2• r-v4• 4' 1-vr 1-7/4' 1-vr 21 I-w 19/r V e.3 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Melds®379'kOnflc./Stercaovrlmee1�(flu.1Y 3MIb3 390 Rs 46)Im e90IDB 16Yt ms 270 Na 4 ms 740 its 37410, wls 676 He 341 lbs 442®e ween OPENING,WHEN IT IS LOWER THAN THE MULLION EXPirotion Date 05/26/2021 4 Archin®1.15•Mbc O.O/BtatlOaN(a emeO Mg 27 400 0s 700 4e N/A WA NIA tUA A WA WA WA WA 6820. W Its 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclnn(63'NIR O.C./CZ)2tBArgleCIPS/ff103k �� 7BOB. CSO Im 15E0I[a 1896 ros 54016, IA 75011, 74B Its 980165 IBM= 682 lbs 8650. 1121N MULLION.IT WILL YIELD A MINIMUM ANCHOR B"l 4Arc=6p OS4'MN.oA/U•COp,6do,100•MM 0--g- NIA WA N/A WA WA N!A IA WA WA WA WA N/A WA 1261110 ADDRIONAL ANCHOACITY WHICH R OPTIONS BE TO QUALIFY FROM THE Miem-D�Pfoduct Contr.Contro _ 7NCIOr7 F-UP 1 09 105 @S 95lbs 44509 97d� 7351.9 7Ws 37016, 107 Ms 33211. 473 es 1701., T219s 2e00s2Ancnor,0.41.7@I4a 0.aJF 0. 7A]., 357 toWA WA 1.!A WA A MIA WA 1.!A t0A 3411.9 447®5 560 R. ANCHOR CAPACITY.TABLE 1250' FIGURE 1: FIGURE2: TABLE NOTES: ® • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \�11 1177 LY.N FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3•�'� '�` KENS ANGLE tea;•• U F '•;lam` CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i1 • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALLCONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILEED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL _ •- FIGURE 4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0 ISJTI 6083-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 824, T FATE N** .045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT UEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ''/, /ONAL e#10&#12 ANCHORS INTO WOOD MAY BE STEIRL 18.8 S.S.OR 410 S.S. 125•X3.040X.824- A.LMNN MN9ftk,P.E. MUWON FL P.E.#58705 TABLE M Mullion Capacity Table bWfe • o `� Opening Width Uor veNca*spamirg nuiGom)or Opening Height(for bad=rAQ*spsrv1rg mWors) �$ Win 601. 70 in 801. BON IMI. 120 in 140 N 1601. G Rect9tguler 714pfMesg. Recletgdu TtaNOLmO• Rec7an9u4v Tr9p7plmg. Rectarg4er T-r✓Itfan➢. Rwtmry�lm mgJTdm19• Realmgular TsiplTnarg. Reetrn9ular TiePMng• Rectat9tdar TraFt7Aang Reel4nptlar hepRdan9. e O 2X4%26 L.adrg loe0g loadna Long Loa&g L-Ung Lo3dll9 Loadp9 L-dn9 Lam4.g L0adn9 Loading Loadn9 L0acin9 Waft L0adn9 Leadrg Loafing 0 n, Alum.Tube - x_ a s �• & �' _ _ F & 1 S O Mullion I d s d o 5 tS^ c5 t9 3 s� f7 8 90. 8 8 S 3 3 f9< 89 fs 80. 6 6 89 L%I 5k fi s � gTp -1, s� a i $ S �� a= a Z w W LU 42 N 170.0 62D 170.0 435 170.0 744 1700 478 170.0 868 170.0 606 170.0 992 170.0 619 770.0 1116 170.0 621 170.0 1240 170➢ 521 170.0 145111 170.0 521 171X0 1735 170.0 521 170.0 19M 170.01 621 �' O 48 N 170.0 708 170.0 1 524 1170.0 850 170.9 561 1170.0 02 170.0 630 17x0 113.1 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 Y70.0 1700 170.0 680 170.0 1983 1 170.01 7x0 170.0 2267 170.0 665 K J U) 50.655 tin 170.0 747 170.01 667 1170.0 896 1700 531 170.0 1046 170.01 984 170.0 1195 170.0 771 170.0 1346 170.0 747 170.0 1494 170.0 765 170.0 1783 1705 766 170.0 2032 17D.0 756 170.0 2191 170.0 765 07 7 y 94 in 170.0 797 170.0 812 170.0 956 170.0 681 170.0 1116 170.0 764 170.0 196 170.0 B03 170.0 1434 170.0 877 170.0 1594 1700 859 170.0 1813 170.0 891 170.0 2231 17D.0 661 170.0 250 170.0 •881 0 LU 0 c 4'- 601. 170.0 80 1700 I 701 170.0 10&1 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9" 170.0 1594 170.0 996 170.0 1771 I= 1033 170.0 2125 170.0 1083 170.0 2.079 170.0 ion 1659 2880 170.0 1a63 a, c) W 631. 170.0 930 170.0 745 170.0 1110 170.0 SW 170.0 1392 170.0 940 170.0 140 170.0 1013 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 1617 2557 170.0 1177 14S.9 254 1700 1171 Q7 ~ U a 5 6594 170.0 974 170.0 789 170,0 1189 170.0 07 170.0 1384 170.0 1002 170.0 1558 170.0 1086 1700 1763 170.0 1155 170.0 18048 170.0 1210 170.0 2338 1700 1279 131.8 2117 170.0 1786 132.9 2437 1700 120 Z ^ m = RN 170.0 1007 170.0 ala 170,0 1276 1700 10D9 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1468 124.5 2184 170,0 ism 1092 2184 170.0 1630 Z eU 7 6 In170.0 1122 170.0 937 170.0 13M 170.0 100 170.0 1670 170.0 1209 170.0 1794 170.0 152 189.1 1860 170.0 1421 1489 1980 170.0 1505 123.5 1960 /51.6 1518 100.1 1860 156.0 1635 829 19M 1SU 1531 Q g v Z a170.0 1161 170.0 967 170,0 1381 170.0 1118 170.0 1611 1700 720 170.0 1842 170.0 1769 1627 1661 170.0 1474 157.4 1651 167,1 1500 114.6 1681 147.3 1473 982 150"1 139.8 1459 85.9 1681 137.6 1454 j W ti 170.0 1365 170.0 1144 149.1 1398 10.0 1218 127.6 1388 138.0 1196 111.8 1390. 121.3 1179 99.4 1398 1102 1162 65.5 1398 iDIA 1147 745 130 89.8 1122 63,9 1308 527 1105 659 1398 75.9 1096 j J Q p7 O'7 147.4 1729 151,5 1098 7229 1229 127.9 1658 1051 1218 1112 101 B2 jj 81.9 1229 89,6 1020 73.7 1229 6714 1018 fi1.4 1220 722 993 62.7 1229 0.8 871 46.1 1228 62.1 gel (9 F.. u 00 103.6 971 10.8 977 66.] 971 899 882 74.0 871 772 649 64,7 57.5 971 61.6 626 51.8 971 56.5 816 411 657 49.0 786 37.0 871 44.0 782 724 871 40.e 771 � Noo 95.4 919 07.1 932 78.6 919 61.9 619 86.1 919 70.8 90G 69. 510 919 55.7 764 47.7 919 51.8 774 39.7 919 446 70 34.1 919 402 742 29.6 919 37.1 732 NWX 795 70 76.8 716 629 785 64.5 705 53.9 786 55.8 655 472 41.9 70 44.4 677 37.7 786 405 668 315 70 34.9 657 M.0 788 31.0 641 23.6 70 26.4 631 E V (n In14494 43.7 648 442 604 36,4 318 37.9 498 312 646 31.8 491 27.324.3 616 25.3 479 21.8 649 229 474 162 518 10.6 484 15.8 546 172 40 13.7 565 155 448 0 U N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- 0. C Z mQ 9:0 Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,, O W Ir4t 2711 mtclHe SSB Cant. Nc0o3v 120U Fuad C78UkID11- wcm Meta (OFm)X( )=ANCHOR CAP.re O o'cL-a 6'16'ElcO 174"S9 Ea0 5116,Fico 174.55 Elea 41291ed 812 Steel MUWON CAP.,,^•,^. AncharCBp Pattern• gnsnor type srfc l9co lNlreCm v4•EIeo UWacon 3h6,FJeo Utrsm vd'EIc.UWacon uftrxm Aggrea..r a9tacm AggreOaty Sc1nv(GS) Scrav(O5) USE THIS FORMULA TO OBTAIN THE'ANCHORPRODUCT Eagz Ots3aae 9 Y 2-iP4' t• 2.172' ave• r 2-ur 1• 2-172' r &178' 7 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Elnb Marl gn 1414• fa'4' Taw' 10.'4' r 1.114• 1.174• i-174• 1-1r� 1-174' lAir 7 lata• vales ACTUAL PRESSURE REQUIREMENT FOR THEBWlding code 2Am" 4.75.6n O.C./SiadWcr02W ffIg1627 smMs 390th, 450th, 800¢4 1644Its 27DMs 2m We 354bs 740659 374 Ws sob 966 Ws 442106 665th, OPENING,WHE4ITISLOWERTHANTHEMULLION NOA-No. 17-0630.01 4 Amber®269"MIrt O.C.!SW OO aa"L7p(RO 9X 74016, 740 its 630 W9 14851.3 1424 W N!A 5th WS NIA 051bs IUA 6th m WA MR. 112D 0. CAPACITY(FROM THE TABLE)OF THE SELLECTED Expiration Dato 05/2612021 BArcIla501.7P MIfL Qal9landlnl(a gaet)C0p(RC 47 80 Ws 1050 756109 1816101 NIA N!A 705 the WA 790169 Ntq WA tUA 1127103 16016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctoo®s•M9L ac./(2)•hSA.gIe COp,f OR. 7th lm sea Ws ism lt6 19960.s 9Ws 660 ms WA 7WI6s 749 ins sm,Mn IBM b, 6520. 665166 1120113 CAPACITY WHICH MAY BE USED TO QUALIFY ey SAmMM Q S'MN.0.C.I(4725Ar9b CMp,/(HpR 1170 Ea 717➢8S 10290.9 2340 Dn 2894M 61 840 on M tyro MS 1122ths 130.303 2098® 10223ts 1327 a4 Ism 1w ADDITIONAL ANCHOR OPTIONS FROb1THE Miam- �71 Product Control _ 3AmJim 01.34'Mr.O.C./U-CUP,W e AWAhm ft 77 WA WA Nu WA WA WA WA NIA WA WA WA WA NIA WA ID73 ANCHOR CAPACITY TABLE. 6Arcma®0.6d'MW.O.C.l IlCfbl,Wo.12S'AIuOL fflg.eY NIA WA NIA WA NIA NfA WA MA WA 1101 WA WA ILA WA 21 Ms 2 Anchom®288 W0.O.C!Fd;Up big 9k 370 659 970 0.S 315 Ws 743 MS 71216, NfA 20 US WA Sd81tc NtA 4W 03 WA 94105 442 ttS Cho Ma 3AMMM,Q9171.600 O.oi r4cp IR➢.107 443 its 524 its MMs 973 Mss WA ruA 3 651 WA 1 3991W NIA WA I WA I Mlibs 1 664 MS 84010, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000• • • • • • • • t n l l • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR LYNN �• • • • • GENERAL INSTALLATION METHODS. 't0.`N.ACEN �fl FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE Q": '•-�7 • • • 4.000" -L250" No.58705 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN -* 716, • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. '• - %AO ST TE O I (V�: FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO-ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '••,!0T,TF-0.•' \�� T-71 •4 • • (FIGURES 5$8) (CMU)SHALL CONFORM TO ASTM 6,50.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, �i S ••--.• U • • ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICKTSTEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 2•X 4'X 25'MULLION sir S'/O MUST BE USED GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICKAND A36.ALL ANCHORS INTO METALSHALL EMEND AT LEAST 3 SCREW // NAL! y\ IN PAIRS. THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO WOOD MXY BE STEEL,185 S.S.OR 410 S.S. A.LFLW`7 E.#58}?,P.E. FL P.E.#58705 TABLE 13A Mullion Capacity Table Ibafle m w Opening Width(farlert11all"parrdtg mLG=)cr Openln0 Helght(for horizO0t9D mTarri6g mU0ons) SON 6044 70 in BUN 90 In f00N 120 In 140 in 160 In Roetory w. 7wrniag. Raclmpw. TwIlf A -p- TAprnf-a- R--&- 7tapl7den0• ReatonW+s Trepmd-v Reebn9dar TteWHm9• R•�9w iFevm..g• RedewO Twomurg• Rmt-l I- T1aplydarg. - O. 2 X 6X.26 Looms L-av Load nq Loadn9 Lodi g Loadno Loadntl Load(no U.:li 9 Lmdlp Lmdn9 LMOV 1-0-ft Loadno Laadn9 Loedtl0 Laadntl Loadn9 m Alum.TUbe x 21 r L n S �• r �• a a p a .' a a 2z r x a a x i oY v Mullion a �,tt. .. •�a p.; a �s7gr'.p- $ Fa m" g g' 3 $ ti.. .$ .v a` v ,3� to 13e (� V� r v� 3e�i �� c� °�` c;� �� d �� u r;` s �� o� R a� N LL sg eg gg s� s Tse ff s rn g � o ets U z LU 42 in 170.0 820 1740 475 170.0 744 1740 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 1I0.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1063 170.0 621w O = 48 N 40 17 706 170.0 524 170.0 850 170.0 584 170,0 992 170.0 630 170.0 1133 170.01 601 170.0 1275 170.0 877 170.0 1417 1740 680 170.0 17M 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 J UJ 50.625 In 170.0 747 1740 SM 170.0 See 170.0 631 170.0 1046 170.0 684 17em 1105 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 170.0,'2092 170.0 750 170.0 2391 170.0 756 yir 64 in 170.0 797 VMS 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1644 1740 850 170.0 1913 170,0 661 170.0 2231 170.0 881 170.0 2550 170.0 881 _ W o° F W hr 170.0 885 170.0 701 170.0 1083 110.0 797 170.0 124D 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 098 170.0 1771 1740 1033 170.0 2125 170,0 10M 170.D 2479 170.0 1063 170.0 28M 170.0 1063 m M 63in 170.0 Me 1740 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 1859 170,0 1122 170.0 7231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 1740 1171 Z 6644 170.0 974 170.0 789 170.01 1160 170.0 963 170.0 IM4 170.0 1002 170,0 1658 170.0 1088 170.0 1763 170.0 1155 170.0 1948 170.0 1210 t7D.0 2335 170.0 d2338 170.0 2727 170,0 1288 170.0 3117 170.0 12M Z Z 6 = c 72 in 170D 10633 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1226 170.0 1913 170-0 1315 170.0 2125 170.0 1387 1740 2550 170.0 1740 2975 170.0 1529 170.0 3400 170.0 1530 W � �� U 781. r170.0 1122 170.0 837 170.0 1748 170.0 1080 170.0 1570 170.0 1299 170.0 1784 170,0 1322 170.0 2019 170.0 1421 170.0 224] 1740 1505 170.0 2692 170.0 110;0 3140 170.0 1894 170.0 7589 170.0 1705 1 O. qZ E 781. 1151 1740 967 170.0 1381 170.0 1116 110.0 1611 17MO 1250 170.0 1642 Wee 1369 17D.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170,0 170.0 3227 170,0 1777 170,0 3683 170.0 1106 j ¢ � T• ti C J 90 In 1328 170.0 1144 1704 1594 170,0 1326 170.0 1668 1740 1498 170.0 2125 1740 169 170.0 2391 170.0 1793 170.0 2656 170.0 1918 1740 3188 170.0 156.0 3413 170.0 2273 1365 3413 170.0 2361 z 2 -J Q co � 00h 1{17 170.0 1232 170.0 1700 170.0 1474 170.0 1083 1740 1822 170.0 2287 170.0 1784 1705 25M 170.0 1952 170.0 2833 170.0 2095 1640 3109 170.0 137.1 3199 160,5 2470 120.0 3199 166-i 2428 I-- 0103 In 1594 INA 1409 170.0 1918 170.0 1547 170.0 2231 170.0 1870 170.0 2550 170,0 2078 164.6 2781 170.0 2271 148.3 2181 101.9 2333 1210 2781 140.4 105,9 2781 125.9 2234 017 2761 116.0 2190 r Y3 N 111 N 1638 170.0 1131 170.0 1966 170.0 1700 170.0 7633 1740 1932 170,0 282'1 770.0 2149 151.8 2p2 1029 2245 138.8 2832 148,4 2218 117.8 2612 128.4 2186 979 202 115.1 2128 85.4 2832 106.3 2090 N x Y 12044 170.0 1771 170.0 1586 170.0 2123 170.0 1819 1519 2252 1549 1991 135.1 2252 141.! 1984 12D. 2252 1272 1938 1- 2752 118.1 1915 911.1 2752 99.8 1672 772 7152 949 1836' 63.6 22R 81.4 1808 ® X � fA 14444 125.1 1684 126.6 1445 104.3 1564 108.1 1479 58.4 IW4 91.5 1407 70.2 158{ 60.7 1390 (145 1584 72.3 1377 62.8 1564 65.7 1356 S21 1584 58.0 1330 63,7 1561 191 1305 38.1 1564 444 120 2 Q N Q O O (L Z 6(71 (l) TABLE 138 ANCHOR CAPACITY ADJUSTMENT•FORMULA: a �a a O 9D Anchor CO U Table lbs AN CAP.,,m,,,,y OO 3^§ Suhew. 27k Cm.01p 3.51 Cana. H.9-CMU Wod CMU PT V.b4d Mete) (DP)X( )=ANCHOR CAP,,., 5116'Eko 1/4'SS Eko 5116'Elco 114'89 Eko 910 MW #12StM 612 SIM MUWON t:AP.,,�,,,,,, Amnrrypn 9116'Eleo UlUuon t/4•Elw!Arman UlP.etll 5116'Elco L7um4n 1/!•Eko 1Al - AOeAOatw IIAApg1 A001604er 9waw(G5)9ennv(GS) 6a(ew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED AnchorCOp Patterns as comp)yyingg with the Florida Edtlaallmce Mk 1' 2.1/T 1' 2-12' 3-va, 1' 242' 1' 2-11r r 3-116' 7 0.48'- D.64' D.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building COdo Embedncnl M I-TV 1-3w• 1-3W told• z /-v4• 1-114' 1-IN, 1-1/4• 1.4/4• 1-v4• 2' 13.7' tar&' lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anabas434.7SMkLO.C.letvdadwo6el C6p(Fg.162). 39011 3%lbs 450 b9 890d 1844 Dr9 270 bs 2BO Im 364 nA 74D bs 37411! 654 Im 840lb, 3411. a42Im 5601. OPENING,WHEN RIS LOWERTHJW THE MULLION Expiration Date 05/2612021 4 Anc64m49a.68'MI4 O.C.1SI9n0ad t,,OQaeO Cop(Ftp.3k 780 Or, iwms WO The 1780 Ins 3232 tbs 54D Ms 56016! Los R. 14800. 7481. 1272 b9 IW21ba 892lbs 685Th, 1121ba CAPACITY(FROM THE TABLE)OF THE SELECTED � a Ancnae®1.71'MIn.O.O/8mndard[orO gp,9p ff19.4k 116111, 140011, 10113 2596109 WA WA 940Im WA 1065 9. WA WA WA 1363 In. 17711.89 2240 Drs MULLION.IT WILL YIELD A MINIMUM ANCHOR By J 4 MenpeNYNIn 0.4/[2)295 An pe gpa/9 ,, 7809. 7801ha 680 b9 15EO Iba. 1&989, 5100. 560169 WA 760lba 74616! 8&00, 1992119 8821bs 6350. 112016. CAPACITY WHICH MAYBE USED TO QUALIFY M1am ad. Control 8 Amh-G W Min.O.C./Tl)no age qps l Glp•6k Imulo9 15601" Me be 3120Im 37m 10601.8! t120 b4 WA 1520 Ile 149&.89 17916, 3/841. 1300. 1770 lbs 2240IDs ADDRIONAL ANCHOR OPTIONS FROM THE 12 A�Naa 0.y 11 Mb�O.C./(2)223 An0'e CIps 10.70.7k 16601. 2100 Im 100 b9 37801. WA WA 1327 lbs WA 1500 Un WA WA WA 2145 bs 2654 Im 3360 0. ANCHOR CAPACITY TABLE 4Amhnra®134.•01..O.C./Uf]Ip,Nto.125•Alum.(Fl9.8k WA WA WA WA WA WA WA WA WA WA NL\ WA WA WA 1430 k9 8 Amh=A 0.84-Mtn.O.C./Ui71p,Int--125-Al-099,9k WA WA WA WA WA WA WA WA WA WA WA WA WA NTA X11. l---2000',-1 2Andw9®4.68'MN.O.CJ F4'21p 1R0 10k 390 0. 39016! 4501. 8900. 1616 lbs 270 M. 2801. SS4 lb. 740IDs 97410 63816,1 818 im '9{7 Im 4421. 560 b9 4 Ammm®1.71 W-O.CJ F-qp ff19.117 5901. 700 Im 5051. 12981. WA WA .701. WA 637 As WA WA NIA 682 IDs 885 n. 1120 0, NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE 10: FIG.11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD9, `111 Ill .� �p1Y LYNh� I.,� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��.�` . .."'••.�1/ i� • • • 6.000" `� ..• <,tOENSF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS '•,fJ • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON zNo,56705 FIGURES: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. DEAN"' CIDP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' tDP,MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO �i`SPAIRS. BE AT LEAST.126°THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �I1 /�L O THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 470 S.S. 2•X 0'X.2 A.tllvom 10.{L)4tzF)'�P.E MULLION FL P.E.#58705 TABLE 14A Murton Capacily Table IGsife 0 In. 8 Opening Wldth(forterfir2*sparsfrg mul lore)or Opening Haight(forhodzor9aly�s ming nu50or1s) >` d 50 N so In 701. 80 N 801n 100 N 120 N 140 N 1601. R44tangular TmWTrfag. Raelaroaar Tmprrdaro RaetwWlar Tr Wftng. Reetaroulm Tra T&M RwargWar 77a{JTdOro. Reeterqumr TmpBfaro. R4eNpUlar Tmowau Recmroaar 7roprrdarg. Raclmgular lra071dmv- a 1.26'x2.11" ieOdiro 1a,>9re Loadrg Laadng laa8ro laadro LoadNg laadNg IaadN9 Leedro Lmdl7B L nB L4ad'ug Loadag LaadbV Loaarg LoadN Lowing 6�`- u xTube Mull • ,'+��aj• Q °.■■. j1rl� �q QLF� g■_ gq •g�., .■-, �yLT� q }.. rl 13 a �` [T a U v 1R5�} Op y6e g � &$I'p{�¢ 6 U 6 v U�g 8`�' 6 �y y5�¢� G `g � ��• O$ N U) ' dr E did E Sc So Ec 2 2@ �u ¢ ..B Z 1 ¢¢ W 42 N 1452 526 167.0 428 1242 528 1499 418 1030 628 13fl8 414 80.7 526 134.6 411 80.1 579 1341 411 711 628 1341 417 60.7 528 1341 411 31.9 526 134.7 411 431 326 134.1 411 N _ W � (O 40 In 966 403 108.0 333 80.5 ,467 947 325 88.0 403 86,4 320 W4 403 81.4 317 63.7 403 79.1 315 4fl3 403 7fl6 314 409 47A 76.8 314 343 4D3 Ida 311 30,2 403 7fl8 314 K � 51025 In B23 382 91.0 301 6fl0 367 78.3 294 Ede 382 71.8 �9 61.6 362.1 87,2 288 457 362 8d.e ZB4 41.2 992 836 2B3 34.7 362 63.6 283 2A4 352 936 283 26.7 362 815 283 o z 541n 67.8 318 74.1 207 60,6 318 642 261 445 319 57.7 256 424 310 63.6 253 37,7 319 60.9 25d 338 319 4fltl 249 7d9 3tB 48.1 248 24.2 318 49.1 248 21,2 318 48,1 24B a m {r11- 6LLI 0 N 49.6 258 511 218 41.2 258 45.7 214 353 268 40,7 210 30.9 258 37.2 201 27.5 268 34.0 204 247 258 334 220 Re 268 322 201 17.7 258 322 201 156 268 322 2201 -I F ;C (p Lr m N 427 234 456 200 33.9 234 38.1 195 345 737 74.7 192 29.7 234 31.6 189 237 234 2M4 188 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 265 193 13,4 234 28.5 183 a g vW z 69N 372 213 39.4 183 31.0 213 nT 179 2fl5 213 29.8 176 232 213 27.0 173 2Q6 213 26.1 170 18.0 213 227 169 155 213 22.2 167 13.3 213 220 16fi 119 213 ?Z.D 160 Z rn o y = 721. 28.8 178 331 165 238 179 Me 162 27.4 179 Me 148 17.8 178 20.3 147 16.0 178 16.7 145 w � � � 10 U f 78N 2A3 181 254 140 2D.3 707 279 131 17.4 161 19.0 tab 15,2 161 17.0 133 J �Z i 78 N 225 162 213 133 799 152 18.9 131 181 1� 17.6 12B j Q TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z Q Z N z i Anchor Capacity Table 0p• ' srDsvatt 2.7r Canaete 3.5k can:. 17o0awcNU FBIeOCLN PTwood Meta (DPm)X(ANCHOR CAP.,a,,,,,)=ANCHOR CAP.,,, a In X„ go=o WV Elco 1/4°SS Elco 5116o Elco V4•SS Elco N10Sieel F"Med #12 Sted ``MULLION QAP.,wuu n uj i Anchorlype °J16•FJc0lII72cm V4•ErcoUBTsm 3116•E1eoUM-n ttr Elco wtrecm Aageoat Bo y scre#(7 )screw(O5) sere#iGfik USE THIS FORMULA TO OBTAIN THE N N Y r Anchor Cflp Patrome U9mcm n lardm A Eoge OLatarce0nk t• 2-1/2' 1° z4¢ 3-118• r 2.1rY f• 2-Ve T 3-ve• r a48• 0.59 D.szd- CAPACITY REQUIRED'CORRESPONDING TO AN 0 to '0 rp EmbsMent nk I-W taro° 7ar4• I 1'14° 1 2' 1 1-114• 1 MW 1 1.114•-1 1-714° 7-v4° 1-v4• r 1-sre• isle' laden ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4AMto.@3'MN.O.C.I 2s5Argla Cl"1099 41 780Ibs 1 780 os I 6B01t9 I 15EDM3 1 1906 ns 640 ga I MOMS I RIA I 7®los OPENING,WHEN IT IS LOWER THAN THE MULLION c7 Q.�- Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED 0 MULLION.R WILL YIELD A MINIMUM ANCHOR ay� CAPACITY WHICH MAY BE USED TO QUALIFY v ADDITIONAL ANCHOR OPTIONS FROM THE i ANCHOR CAPACITY TABLE. PRODUCT REVISED as camp)yIn with the Florida Building Code NOA-No. 17-0630.01 Explratlan Date 05/26/2021 j I TABLE NOTES: BYAllam aK Produe ControContro 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ' FIGURE 1: i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. '0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PARS. . r1+2 111111 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED PRESSURE-TREATED �11 ��a��Y L NNM CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREAT �� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TB AND BEA MINIMUM OF.125' ^��c;'• v F•'•.lit THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125 MULLION �•,� I LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL DCf END AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *: No.68705 TI IE MATERIA-010 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S,S.OR 410 S.S. = I pow•., TE 4ff f S G ;S AL A.IYNN MILL R.P.E. FL P.E.#58705 • E TABLE15A � Mellon Capacity Table 866811 Opening Width(foruerlira*Warrllg mAons)or0poning Hoight(forhadmIffiPsparinrg m2.Rom) 50 in 60 In 70 In BON s0N 100N 120N 140 In 16D1. '� 0 Rectmlgder Tr*rWW9. psetnnOUtm TupnB.n& Rmangul n6NTda+O• Rud-mldar Tra9131-9. Reelm,g0ia 7r3pRd.rg. ROd.VA. T.P(Meng. Re.Walxr MWTd.V. R-t4nOWar TMPTd.& Reclm9ul.r TNpRdmD. & 326'30 ta0dng 1mdn0. Lmdn9 L..dn9 L..ft LN4v Lmdn9 Lmdne 7OedNe Loedrg lnadri9 Lmding Lcadn9 Loodng Loodng Lmdn13 LaAdrg IcadnD oY A w DEG.AL r r r .. a.. g.. a ^ P r a ^ r .;:' Sa 8 "fir r r r fir .. z ... 3 .. V BAY MULL 6� 8 121 �g ��. �. N LL 8 ^ u u S d ^ d r7 r ^ ^ iska 1L2 42N 170.01 820 170.0 438 170.0 744 170.0 478112 6fi8 170.0 506 1709 89Z 170.0 979 170.0 1716 170.0 621 170.0 1240 1740 821 170.0 1488 170.0 621 170,0 1775 170.0 621 149.1 1740 170.0 621 m J 48N 170.0 700 170.0 52/ 1709 850 170.0 5849� 1740 630 170.0 1133 170.0 561 170.0 1275 170.0 677 170.0 1417 170.0 660 1522 1522 170.0 680 130.6 1622 170.0 680 114.2 1522 170.0 650 � ') 60.@6N 170.0 747 170.0 583 170.0 NO 170.0 E31 1018 170.0 684 1709 1195 170.0 727 170.0 1345 1740 747 164.2 1443 170.0 756 1389 1443 170.0 758 117.3 1443 170.0 766 102.6 1443 170.0 766 A = =U' W m o I.... 54 N 170.0 707 170.0 612 170.0 956 170.0 691 1116 170.0 744 170.0 1278 170.0 80 160.4 1353 170.0 837 144.3 1153 170.0 655 170] 13W 170.0 861 103.1 13M 170.0 eel 90.2 1353 170.0 B81 ¢ m � In LLI BON 170.0 885 170.0 7D1 170.0 100 170.0 7971210 170.0 678 146.1 1218 170.0 90 129.9 1218 159.8 936 116.8 1218 157.1 924 87.4 1218 146.1 913 83.5 We 146.1 913 73.1 1218 1441 813 17- CD ON 1740 BOO 170.0 745 170.0 1118 170.0 950 1163 10.8 90 IMA 1150 153.0 814 118.8 1160 1419 B98 105.1 1150 1342 80 679 110 126.7 671 75.1 1160 1282 870 65.7 1160 1282 WO O 11 66 in 170.0 IN 170.0 789 152.4 1018 1659 661 1048 140.6 854 114.3 1018 133.1 850 101.6 111" 123.4 039 01.4 1048 11&6 030 762 1048 109A 821 65.3 1048 101 B16 57.1 1048 1082 e1B ZOu Of U 721. 140.8 000 117.0 784 117.0 000 175.0 748 NO 110.9 731 840 800 1040 772 782 880 B2A 712 70.1 8110 BB.2 70 58.7 600 792 0J 60.3 880. 76.5 688 44.0 NO 764 866 j j �O m T6 N 118.7 780 125.1 8913 99.3 700 106.4 676790 93.3 663 74.8 790 0.9 652 66.5 790 769 643 69.8 780 71.7 635 49.9 790 41.1 624 42.0. 790 621 619 37.4 790 514 617 J rcZ Q r 5 78N 1109 750 1145 657 923 760 98.1 644760I .2 750 77.1 821 61.4 750 70,8 612 55,4 750 65.7 605 462 760 50.4 694 79.6 790 582 SB8 34.6 750 55,5 686 - C3 ~ Q Q m Of 90N 721 60 71A 600 bTL1 569 629 4915041 ti63 489 A75 40.1 50 41.4 468 36.1 50 _448 4fi2 30.0 683 302 492 25.8 60 33.3 445 229 083 31.0 442 f Za l7l Z N O F L a BBN 59.4 495 61,1 447 49.5 495 61.5 435 42A 4957.1 495 39.9 421 339 405 38.1 415 28.7 404 732 408 24.0 495 29.1 400 21.2 493 70.6 394 148 495 25.0 390 a 2.p lL 90 p$o 168 in 11.7 ']91 42.6 41] 34,8 701 05.8 048 70.0 381 .2. 27.6 337 232 391 24.9 333 20.0 391 226 326 17.4 391 19.7 327 14.9 391 17.6 315 W111 N 3fl4 570 382 115 ]2.0 770 U0 370 275 3704.0 370 25.3 370 21.4 370 228 318 19.2 ]TO p.8 312 16.0 370 18.1 305 ® 0' W317 309 209 26.3317 29.0 244 21.7 3179.0 317 189 276 146 317 17.9 273 ~ Lj O Q 00 a Q 0 1441n 77.8 2m 179 20 a Z m O y,0. TABLE 156 ANCHOR CAPACITY ADJUSTMENT FORMULA: v 'B �of miY Anchor Ca acl Table Obs) ANCHOR CAP. ,,,,, 1 a S�i� S.wult. 2.7K O-W. 351 C.M. ou..CMU F4.d CMU PT Mud MAN (DP_)X( )=ANCHOR CAP.,,o 61s El.. I/4.86Eko 5/t8•E10o 114•SSEka a106t.d 4129ted a123ted MULLION CAP., ,, PRODUCT REVISED Amlrrrype 3118'Ebo Ntra.m 1N'Eko Ntre.On 3116'FJm Ulwcon 114'Eko Ultracm a5 complying with the Florida Anchor Clip Patterns Ulu". AODr.GAkr UI1-. AgweGOtbr 8..(G5)E.-( 8-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Dullding Code Edge Mt-MY 1• 2-1)1" I- 2.1/r 3.118° 1• 2-12• 1• 2-1/r 2• 3.116• r 0.48• 054• 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630°01 EmbedOerd(ink ta4• iJN• 1-34' 1314• 2 1-t/C 1-U4' 7-174' t-tl4• 1.174• 1.114• r 7;�8' 1018 ai s ACTUAL PRESSURE REQUIREMENT FOR THE 2m.Drm®SNB.O.G/12)2+sAnOb rxpsr070.2.t 39D 6. 390 OB 450144 693- 1700- 2709. 270 ilea 3m2. 7409. 374- 720 lm 948 k. 34163 44211. 5601bs OPENING, IT LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archon 3S 6rrt O.C./.W 245 Alglo C'Eps/ffq.2); T8063 780- 780lb. 187016. -a 0>9 540 fm 560161WA 1/2016. 7460s 80- 189263 6B2lb. BBS lbs 1120- CAPACITY(FROM THE TABLE)OF THE SELECTED B B=ore @2.77'MIn O.G1(21745 Arglo CA /ffi0.3K ttmlm ttp lm BSB 6. 2240111 225460 WA 840160 WA 1059- WA 137063 ILIA 1022160 132763 1BSO M. MULLION.IT WILL YIELD A MINIMUM ANCHOR Y CAPACITY WHICH MAY BE USED TO QUALIFY Mlami-0�•1 a Protluct Control _ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING TABLES AND SHEET Z6 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE2: - 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/OR OPENINGWIDTHS IS ALLOWABLE- 3) LLOWABLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126° �.�`,�pN,••,.••!U,�'' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• 't�•-�,10EN,q Q e e e FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. F 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" 1•�• No.58705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' . r c , . THICK.3TFFL STUDS TO BEA MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BE 30•gpy F! LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND MULLION ��T••' S '<(/��' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. �s•••:,40RIOP,.•'' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �NAL iENG` A.LYfSI(1 I�11tiLLER,P.E. FL P.E.#58705 TABLE 16A ® N N 12htltion Capacity Table b91Rz n Opening Width(for veiticabspaxring nuflons)or Opening Haight(for tvfl=nIa*sparvfrV rntfflons) - c d 50 N 60 in 70 in BON 00 In 100 h 120 in 140 N im in w p RceWWLff I TreNrdatg. 4iactangtda Ttaprrd-C. ReclalaNe<I Ttap70tana. Rnt na�dor ThoTden0. peclmtte- ]laplirlm9. Raclanpdm TnWIdmg. RacWgi[v Tmp/Trlsnp. Rectenaalar TreplTdan4 Rect nOw Top/rdma. o 326"46 LoaAtg Lnadng Luedall L.a,dnp Lnadaa Lmdtg Lmdg L.cadna UaOlgq Lnadng Loadna LoadnB Loadrg LoadnO Lmdne L..dna Laadnp Lmdng Y 0 DEO.AL v a Fo.. 2: a i v �, .. �u a.. v., �.. _ BAY MULL � �_ s I � �� 3 �� a �� €� �•�. � �� d g . H � �� H a V� 8� �� ai t2 a� � �� a a E- a Lu 4224 170.0 fiat 170.0 435 170.0 744 170.0 479 170.0 668 170.0 SOB 170.0 892 170.0 519 1700 1110 170.0 521 170.0 1240 170.0 621 17U UN 170.0 521 170.0 1735 170.0 521 1603 1871 17a0 521 m O y 4824 170.0 708 170.0 624 170.0 m0 170.0 554 1700 992 17U 830 170.0 1133 170.0 681 1740 1275 170.0 677 170.0 1417 170.0 650 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 890 U) 50.625 N 170.0 747 170.0 503 170.0 896 17MO 831 170.0 1048 170.0 6a4 170.0 1105 170.0 723 170.0 1345 170,0 747 170.0 1494 1140 756 147.1 1552 170.0 758 125.1 1552 170.0 756 110A 154 170.0 758 � W o� 54 N 170.0 797 170,0 612. 170.0 a% 170.0 891 1700 1178 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 1552 1455 170.0 858 120.3 1455 •170.0 881 110.8 1455 170,0 961 97.0 1455 170.0 881 iR M M W EO h 170.0 885 170.0 701 170.D 1063 170.0 797 170.0 1240 170.0 876 157.1 1309 170.0 914 139.7 1309 170.0 Sae 125.7 1309 163.5 994 100.6 1308 157.1 682 09.0 1309 157.1 982 78.6 1308 137.1 9B2 F L) C7 631. 170.0 930 170.0 745 170,0 1118 170.0 OR 1tR9 1247 170.0 940 1425 1247 1645 983 120.7 1247 152.0 965 114.0 1247 144.3 852 95.0 1247 1382 030 81.4 1247 135.7 935 713 1247 1317 935 2 lEL U GQ § 1181. 170.0 974 170.0 788 170.0 1169 17MO 90.1 1484 1190 183] 965 129.9 1180 147.9 945 115A 1190 136.5 936 103.9 1190 1ZL4 814 BB.B llaO 119.5 BOB 742 1180 116.1 683 64.8 1190 1181 893 � Z C 72 in 1619 1010 160.6 977 134.7 1010 144.0 a59 '1184 1010 1272 &2 1D1.0 1010 114.7 829 888 1010 105.8 817 BILE 1010 999 BD7 973 1010 90.8 795 67.7 7010 87.8 790 60.5 1010 97.7 789 K _ 9 Z It" 137.4 906 1435 782 1149 908 1730 776 98.1 ON 107.1 761 85.8 906 B82 749 783 908 882 736 887 Bab 823 729 573 9D8 74.7 710 48.1 908 712 710 429 9011 709 708 3127.1 861 1326 754 1059 Bet 1725 738 90.6 Set Ba.B 725 79.4 881 885 713 70.8 861 61.0 703 63,0 eat 754 694 53.0 661 68.1 681 45A 861 84.5 675 39.7 Bet W.7 872 142.7 018 85.4 574 68.8 618 721 661 69.1 640 939 694 61.7 818 58.1 545 480 816 50.8 537 41.4 948 479 530 34.5 646 413 51B 29.5 846 3112 611 25.8 648 38.8 507 Q W Z Nmco 682 see 70.1 500 56.9 568 58.1 489 48.7 588 51.4 491 42.6 568 45.11 IBS 37.9 568 41.4 478 34.1 50B 38.1 470 28.4 588 33A 459 24,3 WO 30.5 452 21.3 s-W 211.7 447aV1R o�479405 39.9 449 412 399 342 449 35.7 393 29.9 449 31.7 3B7 ZE,6 449 26.6 382 A9 449 25.1 377 280 M9 22.7 368 17.1 440 2DA 381 15.0 449 18.8 758 Lu Lu 2�iCn 44.1 426 45.0 385 36,8 425 37.0 379 315 425 326 373 279 425 29.1 367 24.5 425 262 32 221 425 24,0 358 164 429 20.7 350 75.8 425 180 343 o � ON to 34.9 364 35.5 331 28.1' 354 29.6 328 249 384 26.6 321 21.8 384 228 317 184 386 20.5 313 17.3 364 167 909 U ma, Q Q 3: 202 253 20.4 233 16.8 253 17.1 230 E n-e Zm Cn s{7 TABLE 168 ANCHOR CAPACITY ADJUSTMENTFORMULA: a g'e' �ma. S yg Anchor C2pacIrV Table(It9) ANCHOR _ 9aD3eaW 2.7k Curmeto 3.6k Conn Houmv CMU Filed CMU PTWaoO t4ald (OP,)X(r l ANCHOR CAP._ St19'Eko 1/4.6SEko 8118'ElcO 1/4.96Eka atoslad etzsreol el2sted `MULUONCAP.,d,,,,/ PRODUCT REVISED ArwMf Type: 3716•mo l8rac4n 1/4•Ek.Vlna0gl UlaecOn 3116'Sao Ntr.con tla•Eko 77750441 AwMGdaa UDmt411 Aw r tar a-(C�S--(G5) Suar(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor CUP Patteme CAPACITY REQUIRED•CORRESPONDING TO AN NBuilding-No Cade Eapa Ostanea @8 r z-1rr r 1. 3-tre• r 2-ur 3• atrr z 3-ve• z a.4e• o.sa• o3za• NOA-No. 17.0630.01 9mxdrnN.-I-1 tn O • t•va• ta/4• lard• talo• 7 1-1/C t-114• 1-vr 1-va• t-ur 1-ua• Mi v19rs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amt-@ S'M.0.0.1(2)USAm81COpa I(Fla-1Y 380 u1s 360 ba a5om5 eso m5 7700 be 270 leo 3540,= 7440>s 3141b. 7z0 ma 9sea ma OPENING,WHEN IT IS LOWER THAN THE MULLION Etlpiration Data 05/26/2021 4 Ancbon Q 35•hUn O.C.I(2)215 Arale COps I(Fla.2); 780 bs 780 F. 780 Its 1670 ba 2529 he 540 the 560 ft WA 11201W 7481tn 88016. 1811201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 6 ArW=44271•Min O.C,I(2)u5 Ancle Clips I(Fp.39 1120lbs 11201bt 956bs 2246 Its 2264th. WA 040 Ib1 WA ID591be WA 1320W 1 18B0IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR By I CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-Da roduct Control i - ADDITIONAL ANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND-MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ':'% pNY LY(\In7ljr�i� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45° `1 •• 49/ • • • • �.•'�tCENSF•'•�C'�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ *= j • • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TSAND HEA MINIMUM OF.125- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 45*BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON TATE F ;•(V� • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. % F '•.!�<ORIDP.•'' \��` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ,ie"' 7C) /�•L�•ENG`\ A.LYNt11lIy1)IydEi3,P.E. FL P.E.#58705 t t f f I-1.000"-I I-••-1.250'--I ��A � � -1 1.000• t- -j 1.000' f- I-•-1.266•-1 b 1..000" F ,{ 1.000• �- o • .1zs- IT a 5' "2.750° 2.750 .125" 3.125' .125° 3.185'.125' .125' .126' 2.00W - 2.000" .266' 2.116' 0 co t t 126' 375' 5. !• 500° r 125 ZO N S W i .900" T J 1•X2'X.125'MULLION 1'X 2'X.375'MUWON 1'X2.75'X,376'MULUON 1'X2.TS'X.650'MUWON 1'X3.125 X.5-MUWON 1.25'X3.188°X26SMULLION 126•X 2.11'X.125'MULUON M :3V7 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 606&T6 ALUM, 606346 ALUM. 6063-T6ALUM. 6063-T6ALUM. 2 ¢ 2 XSECTION XSECTION XSECTION XSECTION XSECTON XSECTION XSECTION L7 W O 1- Z) Z W .y..l t••-.126• -)•j x.126' -'1)"-.125 ~ O Z ' II TI TABLE A z Z w$ m = 1 STANDARD CUP I 260 ANGLE CUP Dimension Value pn) For Mullion: vi 2- 2.000' 6093-TB ALUM, 21 60-SECTI N w �a 2.000' XSECTION I U-cL� 2.000° X-SECTION A 1.825 J O-v iZ 6063-T6 ALUM. II .125 B 2654 T X2•X.125" Q ,� cT .125• I XSECTION L C O.e95 Aluminum z l- U ZZ QUm rn Tuba Mullion 1- O Z N Dz CD 0.740 a U) Q S y0 m0 4 .125° Q A 1.125 n Z d a 740' B 2.404 1°X2"X.375° N W O 5.500' CUTHERETO .375" C 0.635 Aluminum .375• 3.126'-'-{ CREATE FLLIP,sEE MIN. 6.000•-�{ Tube Mullion MIN. r-DETAIL F,SHEET4 .376•MW. I••- D 0.490 L9 �..2 Z rO O -----� r-------r U-CLIP A F-------i B 3.000 8 o N 1 1 1 1 A A I `- ------___--' .375Aiumfnum -+�-� L_ _____J L___----J 6W3-T13 ALUM. -'------- 2X5 ANGLE CLIP C 0.757 Tube Mullion TOPVIEW 6063-T6ALUM. D 1118 PRODUyCTgREVISED �- TOPVIEW Bu(ding C with the Florlda STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1'X2.75"X HOA-No. 17-0630.01 6063-T9 ALUM. DASHED BOUNDARY.SEE SHEETS G18 FORTHE ANCHOR HOLE MUST UE TOPVIEW CENTER OFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3'000 •850' HOLE MUST UE HOLE DIAMETER:ANCHOR DVUv1ETER*1118'. C 0.478 Aluminum ExPimtion Dat.05/2612021 ZrWITFIIN THE DASHED BOUNDARY.SEE ZryVNHIN THE DASHED SHEETS 5.17 FOR THE ANCHOR O.C. D O.B36 Tuba Mullion gy_ DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEEfSS•1TABLE B 7FORTHE A 2000 ANCHOR Product Contra ANCHOR O.C. B 2037 1°X3.125°X DISTANCE MAXIMUM PGT Pert 0 ,500•A) ANCHOR HOLE Mull Dimension(sheet#) C 0.863 um 5.500' •376• DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Clip Tube Mull .375' MIN. DIAMETER+11M6• 1"X2"X125•(5) 66605 666113M 6661118M 666243M 666511M D 1.137 MIN. A 2826 1681 1"X2"X.375(6) 666006 666114M 6661119M 668244M 666512M B 3.262 X2 X3 lura 1 V X2.75"X.375"O 66607 666115M 6661120M 666245M 666513M C 0.862 Tube�Mull { i VX2.75X.650"(8) 68608 686118M 6661121M 666246M 666514M D 1.762 I 1 ------- D I B 1"X3.125"X.500°(9) 6BW7M 6881116M 6681114M 666242M 666515M 1.28'X2.11° `�.��Y.....LYIy/'�i i I A 1.813 .121°AlumKENS•� / I I I •' 1• F 1 I i 1 1,25"X3.188'X.265'(12) 66641M 8881117M 6861113M 668241M 868516M Tube Mull � Q; •;tnp L---__--J -----_J 1 1.26"X 2.11°X.125"(16) 69370 WA WA WA 668517M �*; No.58705 : S- C OFFSET CLIP NOTES: *_ 8063.78 ALUM )M ` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �O�•.• 5 .740' i •'-F,T ORIDP,.•'G��\ 2)SEE SHEETS 6-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE-LOCATIONS 8 ANCHOR O.C.DISTANCE. ��rSS/ ••q• A. • ftE. FLIL PP. 870055 �•" 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LI §, s -� 1.000" 1.000° 1.062°-1 740" �H ..06 .385° .125 .062' �{F--,125° � a .438" . 062• � o 4.000" .125'STANDARDCLIP cY 4.000° 4.000° 2626° 2.000° 6063.76 ALUM. I 2,125' 2X5 ANGLE CUP 4' 125• %SECTION U-CUP 2,0�' 6063.78 ALUM. I I 6063-T6 ALUM. I %SECTION .126° LO .126° LO 1031" F- .126" 'r X-SECTION L O 9 I J z .125 Z 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J N 375" '156' 376° DASHED BOUNDARY.SEE SHEETS IO.20 FORTHE In ANCHOR O.C.DISTANCE MAXIMUM ANCHOR Ir m = HOLE ON ANCHOR DIAMETER�IM6'. W m p° F- 1'X4°X.126. 1"X4"X.3717 1'X4'X.375' 6,500' 07 Z M U MULLION MULLION T-MUWON cur HERE TO �6° 6'000• 376° O co w 9063-7a ALUM. 8063-Te ALUM. 6093-T6 ALUM. 375• 3.125" -j_CREATE F-CUP,SEE ��MIN. in z X-SECTION XSECTION %SECTION MIN I DETAIL F.SHEET Mymm 1.594" 1260° ___ .375" Z g eU r____ , I r_______- CENTER OF r_________ ___________r ,375° 1.584' vrnsav I I I I I ANCHOR HOLE I 'I MIN- 8 I 1 I I I MUST UE WITHIN I I J D.� Z I II I THE DASHED I I I I I BOUNDARY.SEE I Z U Q rn I I I I I F SHEETS 10.17 i q _FORTHE F 1 I O Z m a I I I I T --- I ONO ANCHOR O.C. I I .100' 3 yt. 1L I I I I F DISTANCE I I (n Z 3.250' 1 I 1 I MAXIMUM I I W O .100° I I I I I I 3.250" I I 1 I I ANCHOR HOLE 1 I U) DIAMETER: I I ~ ' � O .107° L L ______J I L_______J ANCHOR L______________ J U � a o .620• DMMETER♦1I16'. ------ IL e lZ rn U .100" _ 2XS ANGLE CUP S�sgg u 90 .620" .820•H 824' Q L STANDARD CLIP U-CUP 6053-T6 0TOPVIEWM _L 9063-T6 ALUM. 8083-Ttl ALUM. 1250• 1.250' CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW -^I •820° N WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125'X 3.25"X.100' 126"X 3.217 X.824' 1.24°X394°X.624, SHEETS 10.17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as comPlyln with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Bulldi.9 Godo MUWIX4 Dimension Value(In)Par Mullion: Olmenslon Value(InJ For Mullion: 6008-T6 ALUM. 8005-Te ALUM 6005"76 ALUM. METER:ANCHOR DIAMETER♦1118'. NOA-No. 17.0630.01 X-SECTION X-SECTION %,SECTION F 3.687 1•X4"X F 1.836 125 X3.25• G 1.000 .125° G 0.600 X.624• o Expiration Data 05/26/2021 3468• 5.500" --�I 1 2.680 uAluminumMullin H 1.438 Aluminum Mullion 2.681°-^{ 7 .125 .376" -- --- I ,375' I 3.007 Tube Mullion 1 3.250 Tube Mullion By 1 F 3187 11 X4"X F 2.025 1.25'X 3.94" w Mlam a e ro uc Contro 1.377'1 125 1.877' I MIN. O 0.757 .375" G 1.125 X.624' H 2430 Aluninum H 1.500 Aluminum j j I r j 1 3.000 Tube 8 T 1 3250 Tube Mullion j I I I i I F 2250 125'X 3.25' F 2.813 30'Ba MINI I i i I I G 0.750 X.100" F 2.875 45•Ba MWI .125• I 1 I I I H 1.S00 Aluminum .125 45° 2250' i I I I I N i 30• I 3250 lube Mullion d I I I I H I z 3.250'46•BAY MULLION I 3260' LI i I i TABLED w `11111111NiTT 30.841 MUWON I 6083-TB ALUM. :-_______� 1 �_ ____-.� Mull Dimension POT Partil Q•,.....,Aj NM��i�� 6083.76 ALUM. I %SECTION I (sheet#) Mullion Bid.Clip Ogset Clip U-Clip Angle Clip j �•' 1.10EkSF •,``�•� X-SECTION I V X4'X.125'(10) 69354 666111M 6661122M 686241M 666518M z Z G OFFSET CLIP _*; No.58706 :. r I .125 6063.79 ALUM. 1°X4'X.375'(11) 66610 686112M W1123M 688242M 668519M I .228° r-,9 226"J 1--,9p1•,� TOPVIEW 1'%4°X,375"T(11) 68843 668112M 6681129M 688242M 669810M 81'-� .740" _ NOTES: 1.25 X325'X.100'(13) 20160120312 6681127M W81124M 6662410M 8888115M c %?1• p 1 �= 127i°%325X.074'(14) 20101120316 666112BM 6681125M 6662A1'IM 6866116M r' �O�•.. ST TEO 1)HONES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. _ 20162 1111128M624 2)SEE SHEETS 10,11,13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1.26'X3.94- X430 Degree(19) 98 Degree( •(16) 68850 666 888517M AWA 8 t41A1M 6WEil1M 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LYNN MILLR, � A. EP.E. FL P.E.#58705 i TABLE E Mull Dimension POT Part# (sheet#) Mullion Std.Clip L)•C1ip Angle Clip I t-'1 JiT 2'X4°X.25"(15) 66602 666261M 668271M 6665112M2°XB"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CUP U-CUP - 2x6ANGLECUP6063•T8 ALUM. BDBIT6 ALUM. 608176 ALUM. giXSECTION 2.125' XSECTION NOTES: 2000° XSECTIDN 4'1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING to fh N.125° 125„ 04DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ¢I i U D ¢ W 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I ^1.49D'---I O W HOLE LOCATIONS. 1.490'-I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '� -I � 5.500' w 7 [A Of CUTHERETO iE 5.000° -E� 3.600°� CREATE FCLIP, 375' (-�7 W U o� 2.000° .376° '6 r_SEE DETAIL F. .375' .376° �- ^MIN. m Z M CO MIN. r SHEET4 MIN. -I F O ID 0 CO Z ------------------------� __ __ T___ __ ____1 _Z W .. Q ___-_ -_-____ I I I 1 j (/j Z M$ o HO j CL a �z 4.000' I 1 L--------I- ¢ r � -I-- --- --1- 3.438' � + 3.438° � I I o U .250° - Y X 4`X.2S I I I 1 Q a7 MULLION 3.438" i F¢- Z mZ Zm to 6063-T6 ALUM. Q X-SECTION I i I .375" ^ 55 Z- o S0 1 ---1--- 1 -- -- L------------ ----� MIN. o W O L_ ______ Of S2 52 L- STANDARD CLIP U•CLIP,6083.70 ALUM. 2XSANGLECUP U Q O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM SED FOR Y X 4"MZ.,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. ¢t z O .250' WTTHINTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW } D.p m0 y;Q SHEETS 10.17 FORTHE ANCHORO.C. SHEETS 10-17 FORTHEANCHOR O.C. p ..�' W m� DISTANCE MAXIMUM ANCHOR HOLE CENTER OFANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O o a °-� DIAMETER ANCHOR DIAMETER+1/16". WITHIN THE DASHED BOUNDARY.SEE DIAMETERANCHOR DIAMETER r 1118`. SHEETS 1847 FOR THE ANCHOR O.C.- PRODUCT REVISED 5.500' DISTANCE MAXIMUM ANCHOR HOLE as comp)yylnu with the Plorlda CUTHERETO DIAMETER ANCHOR DIAMETER 1/15. Building Codo .375, 3.500° -i CREATEF-CUP. ,375° 5.000• NOA-No. 17-0630.01 I SEEDETAF. 375" MM. r-SHEEi4 MIN. -MIN. Expiration Dat 5/26/2021 375' __ ______ _______., _ _ BY f--"-----------------1 h11am' c Pro uct control I 1 I I I I I I I I I I I I I I I I 1 I I I I I 1 1 I 8.000' Oe -j- -T-- -- 4.688' 5.438- E .438' I I 250° � r � +-_------I 5.438' I I 111111/1 \\ s.a36 a�NY LYNN z•x e•x.u• i 1 •i 1 i i Q��` �ICENSF•!!!� MULLION I I 6093.78 ALUM. I I i i -'�•;' No.58705 •� XSECTION i I .375" I 1 I L_____________________� MIN. ''0 �________ __ __ _______� if r _ ST STANDARD CLIP LLCLIP 2X5 ANGLE CUP .750' TOP MEW USED FOR 2'X BTMULUON.SHEET 17 6 TOPVIEwN• /'�S�ONAL 606 ENG` TOPVIEW A.L41W M101!�R,P.E. FL P.E.#58705 Y s EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4-.THE OPENING REQUIRES DESIGN PRESSURE OF+60.01-60.0 PSF. NOANCHORS N HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32-+32+1'=65.RFFERENCINGSHEET 25,THE COLUMN USING ® � c --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1W AND WILL MEET OR EXCEED THE REQUIRED o n DESIGN PRESSURE OF+W.Oh60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE g < -SEE SEE FROM TABLE 3A,SHEET 7,THE 1°X 2.75'X.375'MULLION(LENGTH-72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/ PSF AND WOULD ��u' q O FENESTRATION DETAILS, PROWCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. oY APPROVAL 2-3 - U \ FROM TABLE 4A,SHEET 8,THE 1"X 2.75-X.850'MULLION(LENGTH-72,OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 7y OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, an N MUL LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 U) IV Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL z .04 SEE W DETAILS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION pR000CT8 USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 9 a:SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -I co 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. wK IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o NOANCHDRB IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: � W ~ 3Y--1 MULLVII OTH 838 LBS Q J•I (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WDTH 72.7 PSF £ m = ? 3 BU i THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A s=°Hz DESIGN PRESSURE OF+50.01,55.13 PSF. FOR THE VERTICAL MULLION: ~ Q N851)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+•72'+1'=105'AND THE OPENING WIDTH IS 36"+36'+1"=73".REFERENCING SHEET 25. Z 2= THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 25/8"AND WILL W 8 0o ' EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOTSHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W O. Y oY SEEDETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75-X.375'MULLION(LENGTH=108',OPENING WIDTH=BG')MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+1-15-1 PSF K co c nwLLvaDTH-1t- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. f LU FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250-MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a E Z N 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 971 LBS. :EFENESTRATIQJ DETAAIFLS. S yy. �� 3Y SEE 9BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+36'+2=74°,NOT 73°ASPREVIOUSLY 's f3 .R I"�"� pRODUCf'9 SHEETS� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73'DIMENSION(35.12'+35-1/2-+2'=73'). as eom 1yIng with the Florida r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NoJ> o Code i 17-0630.01 ( VERfICALI I CONCRETE HEADER AND SILLARE B'WIDEIFTHE MULLION CLIP WERETO BE CENTERED WITHINTHE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGEDISTANCE. MULLION` - - USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2021 LENGTH -SEE -SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. pW 8 DETA6S, DETAIL E. 7 By DpENNG SHEETS 2d SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHTMleml do Product Control HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A2'X 4'X.250°MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w HORO:. 72, MULLION TYPE COULD BE CHOSEN. MUWON 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"-1 OV.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAA LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2"X 4°X.250'MULLION(®LENGTH=42',OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1--170.0 PSF WHICH EXCEEDS THE ]) REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. S SEE DETAIIG, 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 23 (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w I I I I 1 I I I ANCHOR CAPACITY OF 521 LBS. 3e',Ham3e•,HORIZ 4)FORTHE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR o \��, 1,\CEN,pF'•,Cr_ �` Ilf--hnILLLFNGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z OPENING MOTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, *: No.58705 *_ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; c�i �J�T7 ji +/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). 0 D �,n•'• ATE ,•r•((/�� THE LOWEST DESIGN PRESSURE IS+1-44.7 PSF AND WOU)_D APPLY TO ALL OF THE MULLIONS. ��s •:c<�RLOT`-• G\?� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN asa A.L{ 1441 OA E��,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.#58705 ) ) t EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 9�n s.n c I �! PW PW O 7777 I oz u SH/DH SFWH 5^� S^,� PW PW 4 IJ LJ LJ 1 z v N e yl j E W SH/DH S /LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I _ DO SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i 8 Z) m W HINGED . F- m 0 DOOR g z I SGD Z sV 'PW I LOADING OF VERTICAL MULLIONw U LOADING OF HORIZONTAL MUWONLOADING OF HORIZONTAL MULLION w J �' Z / I z o r PW i z z z rn .rn o m m � z / I PW PW PW a 'mo go PIN LU y 52 SHIDH SHIDH SH/DH SH/DH U 4 O I SH1DH U m�'� �� 1 / / PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MUWON 1 / / as comp)ying with the FloridSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION Building Coda NOA-No. 17-0630.01 IT W HR Expiration Date 05/26/2021 . I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY MULLION Mla -0p a Product Lantra -' P HINGED I DOOR PW PW i NOTES: 1)DRAWINGS ARE - RERESENTATIONS OF TYPICAL I PW CONFIGURATIONS. PW / / / CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM O THOSE SHOWN. j 2)IF THE LOADING TYPE CANNOT •``� LI P'N BE DETERMINED.USE `�` J� .•••••••.. �� PW i RECTANGULAR LOADNG. •'•OCENyF•.,(( �� FW ; 1L". 4 � I Z / 3)SEE PRODUCTS'APPROVAL FOR \yt• No.58705 ACTUAL ANCHOR LOCATIONS. ; �• LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / 1 SGD �O.p'•.• A t� •:�4C i LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION A: IILL 7Z,P.E. j 68705 I • it MIAMI-DARE 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.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 11SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13;dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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, model/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#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P NOA No.17-0630.05 MIAMFDADH CO1111 Expiration Date: July 30,2020 f Approval Date: November 30,2017 t�128I17 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. AID-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeT`'I spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 2. 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 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966, dated 08/21/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Manuel]FKere4 P.E. Product Controz iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(cowrruED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNnN ED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014)and FBC 6th Edition (2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq,Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and p2wmng on 07/30/20. Manere P.E. Product Control E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28.118'MAX.O,C. RADIUS-TOP , "� 54"MAX,BUCK WIDTH 21-618' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING HEADER(SIM. 12'MAX.FROM MAX.O.C. FORARCHEADER( . VARIES PER REINFORCEMENT LARGE MALL MISSILE FOR ALL FRAME FROM B.SEE _ 4 30' 12"MAX. / •j r WINDOW TYPES) LEVEL,SEE SHEETS 6.7 IMPACTS! SISTANT WINDOW TYPES) /f SHEET3� _�.� �-O•C• „(f ) B,SEE A,SEE�" - - 10"MAX,FROM 52.118'MAX.BUCK WIDTH SHEET3�•- "MAX.D.C, -12'MAX. SHEET31j FOED VISI _1�" 1 FRAMESEAM -�{ 1-U4" _ 0.SEE LIGHT W(OTH / SHEET 8&9SHEE1'S SHEEN 3 ( t2'MAX. 8,SEE �-30'MAX.O.C. SFIXED HEET 3 L 12'MAX. C,SEE _ � SHEET4 I EQUALLY I VISIBLE ' EQUALLY 17-7/B'MAX.O.C. SPACED I I LIGHT .�'- SHEET I f , / _ 1 I SPACED O ANCHORS PER 17-718'MAX.O.C. 12'MAX.I TABLES 9-11 // ; 17-718'MAX,D.C. ANCHORS PER I I -L- I f HEIGHT --L EQUALLY I 1 TABLES 9-11 1 / // 91.78' SpACEp / (} 1 L 1 MAX. ANCHORS PER - �` BUCK TABLES 9.11 Q i / 62` 0 I t 84' l I BUCK T' MAX �- HEIGHT HEIGHT }( I I 10°MAX.O.C. BUCK �..... 10•MAX.O.C. 10"MAX.IO.C. BUCK (I HEIGHT X ( 4 X 4 - y HEIGHT X AS SHOWN I�.__._ � L._-_._ l (' -'_.L_IL —i j _ 1/.) (9Nwx.i EQUALLY ( 13.3!4`MAX,D.C. EQUALLY / SASH •- 133(4'MAX,O.C. EQUALLY 1 73-314'MAX.O.C. �__/.— _ f -�._ SPACED �_�_-- SPACED I VISIBLE SPADED ( SEE I ANCHORS PER ANCHORS PER , LIGHT '—� ANCHORSPER I TABLES 9.11 TABLES 9-11 I f HEIGHT A TABLES 9.11 I 1� T i SHEETS --I ( //j]' 't A j I 1 // A 8&9 I "� C B 1n MAX 8.1?MAX. 1 NO ANCHORS AT SELL B 54°MAX.BUCK WIDTH -+ NSEE SILL OTCH DETAILS, 8�-- -IND ANCHORS AT SILL L { GAN ORSATSILL SEE SILL WEEP. D____r SASH VISIBLE 't`I`NOE SIU.WEER B '54 1-114, -+�_• LIGHT WIDTH NOTCH DETAILS, • 54"MAX.BUCK WIDTH -►(NOTCH DETAILS, SEE SILL WEEP_ SNEET3 SHEET3 SHEET NOTCH DETAILS, $HEET4 ELEVATION FOR TYP.ELtUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN(WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE TABLES 4-110N UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 411 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), GENERAL NOTES_................ 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. '•.. •••»......1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS....,„.........._........._......».»....._.........1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.»..............2 4)ALL WOOD BUCKS LESS THAN S-1T2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEGIBOX,...3NSTALLATION,INTEGRAL FIN&J-CHANNEL 4 DEPICTED AS 2X ARE 1.112'THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN I AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). GLAZING DETAILS.........._..............................„,5 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES....................................,.,....6-7 SHOULD BE SEALED,OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES........................................ e-10 6)114•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES....................„..................11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...............................-12-13 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DES/STANDARDS USED___ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. L.613AF LORIDA BUILDING CODE C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. (FBC),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEENLORIDA BUILDING CODE{FBC),5TH EDITtON USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO COMACT WITH OTHER E1300.09DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FpR CORROSION RESISTANCE. &PA NDS-2015 FOR WOOD CONSTRUCTION9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. INUM DESIGN MANUAL,ApM-2015PRODUCT REVISED 10)REFERENCES:TEST REPORTS FTL-7984&7966;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZFRIGHTER10-10 ,s ilding od•vTld IIIc FLDrMRSHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I AL60.10 BuTiaiug Code 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Aoccptsnoa Na J7'C ,30.Qcj USER INSTRUCTIONS: LyN ucErvs '•.! UPDATED TO FBC 2017.-JR 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. : 06/06/17 M11IamT �aTaarctca I 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No.58705 3)KNOWING YOUR GWJNG OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Dascnp0an: Drawn ar: OPENING OBTAINED IN STEP I. 6 )a Jy- il' 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR Q'•. S 7E �[! N.VENICE,FL 34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ''.,!a(ORIDP,. 2� (941)-480.1800 Ti0•: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i�S�j NC��' CCPYFM%ffa>�fr SINGLE HUNG WINDOW INSTALLATION-LM 055/1551155 ON1A�L�� INTEGRAL FIN OR EQUAL RATING DETERMINATION ETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN Idi[lEfilPJ:. ALL RIGIM REa RIVED Serlea/Modal. Seat.: Sheet: Drow(ng No. Rnr. P.Ei{68705 CERT.OFAtJ1N,1129296 SH-5500 NTS 10 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Frame Glave Frame Frame Glass Description(Listed from Exterior.to Interior) Design Pressure Types Options Conflge. Shapes Installation Options that maybe used Type Tablell Sheet K (sea Flg B) (see Table 1) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:116'A Exterior Cap+7/167 Air Space+5116'Laminated;(2)Liter of 1/6'A Glass with.D90•PVB Intedayer 4,5 6 8 7/8'Laminated I.G.:118'T Exterior Cap+7/16•Alr Space+5116•Laminated;(2)Lites of 1/8'A Glass with.080'PVB Intedayer 4,6 6 ....into 2X Wood FmmeBuckstrip-sheet 3,option 1 7 718'Laminated I.G.:3116'A Exterior Ca +3/8'Air Space+5/16°Laminated; 2 Utes of 1/8'A Glass with.090'PVB Intedayer Eel/PrUte, Arch-Top & P P (I Y 4,6 6 Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 5.18 O&Cotta iew Amh--Topa of the window.—..8 718'Laminated I.O.:3/18'T Exterior Cep+3/8'Alr Space+6/18'Laminated;(2)Utes of 118•A Glass with.0911'PVB Intedayer 4,6 6 (#2) 8 Cottage Redlus-Top •••• ....through 1XBueksldp foto Concrete/CMU-sheet 3,option 3 9 71W Laminated I.G.:1/8'A Exterior Cap+7/16'Alr Space+5/16'Laminated;(2)Utes of 1/6'H Glass with.090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 71W Laminated I.G.:1/6'T Exterior Cap+7/18'Air Space+5/16'Laminated;(2)Lkes Dille'H Glass with.090'SG Intedayer 7 7 ....into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Box r Equal-Lite, Square/Rect., 11 71W Laminated I.G.:3/1W A Exterior Cap+318'Air Space+6/16'Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 Through the frame ....Into Conerete/CMU-sheet 3,option 2 Equal-Leg 5-16 OdeCProtiew Amh Tap& of the window...... throe 1X Buckstd into Concrele/CMU-sheet 3,option 3 12 7/e•Laminated I.G.:3116'T F�ctedor Cep+3/8'Air Space+5/18'Laminated;(2)Utes of 118`H Glare with.090'SG Intedayer 7 7 (g4) 8 College Radius Top � P P 13 7/6'Laminated I.G.:1/8'A Exterior Cep+5116'Air Space+7/16'Laminated;(2)Utes of 3116'A peso with.09D'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:118•T Exterior Cap+5/18'AlrSpace+7/18'Laminated;(2)Utes of 3116'A Glass with.09D'SG Intedayer 8 7 Through the ....Into 2X Wood FrameBuckstrip-sheet 4,option 5 16 7/8'Laminated I.G.:3116'A Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Utes of 3f16•A Glass with.080'SG InterlayerEqual-Lite, Square/Rect.,integral fin...... 7 7 J•Channel ....Into Metal-sheet 4,option 7 16 718'Laminated I.G.:3/16'T Exterior Cap+1/4'Air Space+7118'Laminated;(2)Utes of 8 Cottage Rediva Top 3118'A Glass with.090•SG Intedayer 7 7 (#1} 5-8 OdellArch-Top 8 Through the frame ....Into 2X Wood Freme/Buckstdp-sheet 4,option 6 ttega of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9.11.13 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 Min.Edge Min. • 816 MAY NOT BE USED IN Int ml Fn Equa4Lite, Square/Rect.,integral fin...... ....into Metal-sheat 4,option 7 Group Anchor Substrata THEHVHZABOVE'30'. 5-8 Oriel/PmMew ArohTopB. Distance Enbedmenr (#3) TI,� frame ....Into 2X Wood Freme/Buckship-sheet 4,option 6 a Cottage Radius Top Through the 1110 SMS P. •Southam ne(SG=0.55) 171" 1-31W MIN. the window...... ...into Metal-sheet 4,option B Steel,A36• 3/8" 0.050• •MIN. 3 (steal,18-8 S.S. THREADS Steel Stud, . . .) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES Or 410 S.S.) A653 Gr.33• 3/8' 00451'(1 B Ga •A'=ANNEALED A Aluminum,805375• 318• 0.050• METAL STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 1-3/8• SUBSTRATE. / O O T=TEMPERED 3/16'steel Ultracon Concrete(min.785ksl) 1° 13/8' UNGROUTED �/ 'PVB'=.090•TROSIFOL®PVB Ungrouted CMU,(ASTM C-90) 2-1/2' 14/4' MU'VALUES / BY KURARAY AMERICA,INC. P.T.Southem Pine(51=0.55) 8116` 1+3/8° MAY BE USED 'SG'_.090"SENTRYGLAS® #12 SMS Steel,A36• 318' 0.050' FOR GROUTED ____ J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU O AMERICA,INC. or 410 S.S.) Steel ,853 3-T 33• 3/8• 0.0461'(19 Ga.) APPLICATIONS. B Aluminum, O m,6063-T6• 3/8' 0.083- 1/4'steel Ultracon P.T.Southam Pine(5(=0.55) 1" 1-3/81 EQUAL-LITE ORIEL COTTAGE 1/4•steel Cretellex P.T.Southam Pine(SCr0.65) 1• 1.318' FIGURE C:FRAME SHAPES 1/4°steel Aggre-Gator P.T.Southem Pine(SG=0.55) 1• 1-wa• BUCK WIDTH --I BUCK WIDTH BUCK WIDTH EG Concrete(min.2.85 ksl) 1• 13/4' - - —� 1/4'steel Ultracon } C Ungrouled CMU,(ASTM 090) 2-1/2• 1-114° r Material Min.Fr Min.Fu 1/4•steel Creteflex Concrete(min.3.35 ksl 1" 13/4• Steel Screw 92 kel 120 kat 1/4°steel Ultrecon Concrete(min.2.65 ksi) 2-1/2' 13/4' w w cs w T x x _ 1"Screw 60 ksi 95 ksi Concrete(min.3.35 ksl) 2-1/2• 1-314° r x ai Y ce 114'steel Creteflexv O = o w 410 Screw 90 ksi 110 ksl D Ungrouled CMU,(ASTM 090) 2-117 1-114' t7 = Concrete min.3.275 ksl) 1-1/2' 13/ m m W m x Elco Aggre-Gator® 57 kat 96 ksi 1/4'steel Aggre-Gator Grouted CMU,(ASTM C-90 2' 2' Eloo UltraCorM 155 kai 177 ksl RECTANGULAR RADIUS•70P ARCH-TOP 410 SS Elco CreteFlexO 127.4 ksl 189.7 ksl 606375 Aluminum 16 ksl 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 38 kai W kai PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 kai 45 kat as complying with rias Florid. Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHE 6-10. Buildin0(tide Group Anchor Substrata Distance Embedmenr ACeP1Z.00 No)74* D' � E 2-1/2'x.131•Common Nall P.T.Souttrem Piro(SG=.55) 3/8• 2-7/16• ��t NY LYNA/M� �' Rerwen: .pain' One 2-112"Rklg-ehank Rooting Nall P.T.Southern Pine(SG=.55) 316• 2.7N6' �`� ��''�1GENSF'•�( ANCHORS RE-GROUPED. gi u„DedeProducl P.T.Southem Pine(SG-.55) 1/2' 13/9' Q :F�; -JR-06/06/17 #10 Trusshead SMS _* No.58705 (steel,1B-0 S.S. Aluminum,6063-T5' 318' 0.050" - or 410 S.S.} Steel Stud,Gr.33• 3/6' 0.0451'(18 Ga.) - _ ® Descrtpeon: DIV-" F Steel,A36` 318' 0.050• '� 6 �- 11Z 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 I T.'•�� N.VENICE,FL 34276 P.T.Southem Pine(SG=.55) 9/18• 1318' THREADS %O,�.• S ATE O !V nue: Date: #12 SMS Aluminum 6063-T5• 318' 0.063' BEYONDTHE '. (C '��OR1DP.•' \_� (�1}4�7800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18.8 S.S. METAL ��sS C ` corrgls8romr or 410 S.S.) Steel Stud,Gr.33• 3/8' 0.050' SUBSTRATE. ��/r��0IMA1-1tEh�� ALL a GM ,sac- soave///neck Scab: sMet DroWng No. rr.r. Steel,A36• ora• 0.050° A LYNN'I�ILLER,F SH-5500 NTS 2 OF 13 MD-SH5500-01 B ` P.E.g 56705 CERT.OF AUTFi#28288 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4•MAX SHIM FRAME OR BUCKSTRIP. f16 1/4'MAX SHIM �-- —T SEE NOTE 2,THIS SHEET. EMBEDMENT T— SASH VISIBLE 17 T EDGE a D 18 LIGHT WIDTH n EDGE FLANGE FRAMEDISTANCE I`f Jjl DISTANCE SHOWN -- -- 44 BALANCE TYPE VARIES ❑�1l4•MAX TYPSIM .ANCHOR TYPE, 42 WITH SASH TYP.ANCHOR 2 TYPHANCHOR TYPE. EMBEDMENT EMBED"' MBEOME EDGE Q WEIGHT 54 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER 31 DISTANCE PER SUBSTRATE, .• n - EDGE SUBSTRATE, 1SEE TABLE 2,SHEET 2.6 SEE TABLE 2,SHEET 2. o EXTERIOR 87 DISTANCE SEE TABLE 2, L7\V\ < SHEET 2. FIXED VISIBLE 4 FIXED 18 2011 OPT.SASH TOP FLANGE 2 LIGHT WIDTH VISIBLE J LIFT RAIL FRAME I_ 2 I EQUAL LIGHT FRAME WIDTH - LEGBOX HEIGHT i FOR ALL WINDOWS: NOTES: SHOWN FRAME 1 ANCHOR @ 3.65' HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 72 OVER 36'WIDE: DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS@16-W8-16318• INSTALLATION OPTION SHOWN MAY 14 46 46 47 O FROM END. LBNEINDOD ON ANY SIDE OF THE 1/4•MAX. o FOR WINDOWS WITH BOTTOM LOCKS: SHIM �#I. 12 STEELBUCK 5018 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BERILLING 1!4'MAX. . HEIGHT SCREWS @ 8.318• USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE SHIM 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, �� 30 THAN 1.12'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK 86 18 USE EITHER OR GREATER.1X AND 2X BUCKS Q Q OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 65 B4 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE �[ a EQUAL INTERIOR 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGBOX WEEP INSTALLATION IS THE NOTCHES 80 LOCATION: TSASH ENI D. OR ARCHITECT8' DESIGN OFOPR CORDENGINEER SHOWN �D�o SHOWN EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION Il_ INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM ra complying with Ilm F'o[ida 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code EQUAL-LEGBOX QOO 1 I t l 1111 FRAME INTO METAL FRAME INTO METAL Acccpinncu No JAI- �.ry FRAME SHOWN o ` 11 ReWka: Ex ira'nDate v40 .27"X 1.25' NO ANCHORS a;••''L10ENyF'• �i� By Mi �-.d..Q' Miam D WEEPHOLEREQUIRED IN VISIBLE LIGHT FORMULAS - '•� WICOVER @ 39 •re. FLANGE OR *: No.58705 2.87'FROM O EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6.12° - *ci•• EACH END. - - 6/ Descrlp0on: Drown By @ FIXED LITE:BUCK WIDTH-4318' ��O•'•. ST TE OF / '•�� 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI T ;• L(, N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) (� '•,F<ORIDP,.•' \_� 841H60.1600 B' Date: VERTICAL SECTION B-B BUCKHEIGHT&-3-16/16' ��S'S'� "" �G ( SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 11, ONAL 11`� colm0cx7ozot7 1171111111111 I W IITB�I RVFD Serf-IMadeh Scale: Shoat: .No. Rer. A.LYNN MILLER,P.E. SH-5500 NTS3 OF 13 MD-SH5500-01 B PEl 58705 CERT.OF AUTH.829286 r INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 j ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL If EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. {f EDGE DISTANCE FIN INTO 2X WOOD FRAME OR O 114'MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 17 FRAME 1 DISTANCE PER SUBSTRATE, �j� 18 LIGHT WIDTH _- ❑ _ SHOWN O 1 SEE TABLE 2•SHEET 2. U o ^ o (SCREW SHOWN) �- 44 BALANCE EMBEDMENT TYPE VARIES �O 1/4'MAX SHIM 42 WITH SASHEDGE o 1 �a ANCHOR TYPE, DISTANCE IRI WEIGHT 54 30 EMB a� EMBEDMENT AND EDGE I I 31 ODISTANCE PER SUBSTRATE,SEE T�kBLE 3, SHEET 2. EXTERIOR 87 3 EMB ANCHOR TYPE, 18 (NAIL OWN) _ INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE -1— DISTANCE PER SUBSTRATE. FIXED T 20 OPT.SASH TOP 0 19 FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J FRAME LIGHT WIDTH 1 SHOWN (NAILSHOWN) LIGHT I HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55 BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 0 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4• DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SH M MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. 45 48 47 SCREWS @16.3/8• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR#12 STEEL 1/4•MAX. HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF•DRILLING SHIM SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, QLD THAN 1.112'THICK ARE TO BE SHEET2. D ' SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS yy 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK I Off. 88 1_ LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS 8583 (WHEN USED)SHALL BE DESIGNED /—� TESTED UNIT Q FIN AND/OR (2)1- 81 30 TO PROPERLY TRANSFER LOADS 31 LOCATION:6-518° FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK . IN-FIELD FROM SASH END. DESIGN AND INSTALLATION IS THE 1 NOTCHESAT 80 RESPONSIBILITY OFTHE ENGINEER INTEGRALFIN o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION II THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 4OPTION PRODUCTREVISM. 1/4"MAX ,LII�J OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as-mplyin with theF4tide INTEGRALFIN SHIM OQ SHIM BEADING TO BEADING. 11 11 111 INTEGRAL FINIFLANGE REMOVED Bail ptm.deN FRAMESHOWN `\\\ 111 INTEGRAL FIN INTO METAL ( ) Ac xplanrs No lrT (p'�D,Q> c RevWaa: uatwn Dale .27'X 1.25'WEEPHOLE �� - 2 ' \ �?\CEN ••!I�/� ,ii By W/COVER(x1297• \' SF '••� Alimni ade Product 38 FROM EACH END. VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR TYPE, * - EMBEDMENT AND EDGE EDGE DISTANCE WIDTH - d DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.1J2' 2 Ibealp8om Ora n By: SEE TABLE 3,SHEET 2. —►I EMBEDMENT @ FIXED LITE:BUCK WIDTH-43/8' ��0 6.E0 'r;•t� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ''n �. �!/ N.VENICE,FL 34275 oaro: HEIGHT(EQUAL-LITE) '�C�`s•'•.,<ORIDP•.•''�2� (841}480.1600 Title. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15116' '%,& .....VALENG.` o�l� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL AN /I 11111111\\\ Pa7t .0+a Seriea/Modet sw1w Sheat Dmrvlag No. Rer. INTO 2X WOOD FRAME OR BUCK- /LLL FUGM IRIMERV® STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 B P.E.#68705 CER7.OFAUTH.#28298 —�-{ 718'NO718"NO7/8"N M. /8•NOM. 7/8•NOM. 7/8•NOM. 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB I I 5/16"A/A PVB I 5/16"H/H SG 7/18"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS--\ 3/16"A GLASS--\ 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR y 7679 78.79 78-79 76-79 7679 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8'NO718'NOM. 7/8"N �— —� 718"NOM. 7/8"NOM. I�- 5/15"H/H SG 5/16"H/H SG I I 5/16"H/H SG I 7/16"A/ASG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8'T GLASS 3/16"A GLASS 3/16"T GLASS—, 1/8"A GLASS 1/8'T GLASS EXTERIOR a EXTERIOR C]f�RERIOR a EXTERIOR a EXTERIOR 78-79 7678 78-79 76-79 7679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 718•NOM. 7/16"A/A SG I 7/16"A/ASG AEXnTEPJOR75 "NOM.GLASS GLASS TYPES 9THROUGH 1/4"AIRSPACE 1/4"AIRSPACE TE l'YP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' GLASS TYPES 5,T.9,11,13 7676 767e &15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. PP.ODUCTREVISED GLASS TYPE 15 GLASS TYPE 16 cmnpiyiugwithtite Fkdb Ouildig Code Acccptaneu NaNIv /r� Rwlalon: irmiun Dale\� �,.• L-10EN3F':�(�i Wi 1 ado Product Cuntt9 *: No.58705 • GLAZING NOTES: = *- • 'A•=ANNEALED --O - Doaa/p0on: Droen W. TYP.GLAZING DETAIL 'H"=HEAT STRENGTHENED =� �2 I� �; 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T'=TEMPERED ® O�•.- ST TE OF •� N.VENICE,FL 34276 'PVB-=.090'TROSIFOL PVB BY KURARAY AMERICA,INC. F[ORIDP,.•''•�� (841)-080.1600 71t1e: Date: SG•=.090'SENTRYGLAS®BYKURARAYAMERICA,INC. ��7SS/ ....... �N(j0 Mo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. r////1NAL III t t 11�\ Pa tN9tl HT* aG Sarlea/AlodeL• Scala Sh'56'0 et: Drawln No. Rar. A.LYNN MILLER,P.E. ALL fu81AUTH.UM SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E1158705 CH72T.OFAl1TF1.tY19298 TABLE 4: TABLE 6: of-Type TABLE 6: e1-. t Des nPmaaum,bae 5 tmdptltnbr97.n SmhH&W Design Pretaum.lbse Amt ip alar Types Design Pmasum,Iba18T 6.6.788 RelaL L.MI Hama®VJFd2w 171779.Ml 1777.10.Bea wdh 6.7 as •%50.0 R: Hnpa stwn u 1048 SLI25 +65.01-70.0 NInLVNI 235 E.."-t. 11.384 -65,0 -70.0 .WA .70.0 ReNL Ltwt M Fw.O vMd-a4..h 1Itm MwAd dCdbW 14.517.1&570 .BSO -70.0 465.0 -70,0 Fw.O r0d.w etd.ph 8188 223 EgYHiU 11.651.14516 455.0 •70.11 .855.0 -70.0 SEE TABLE 9,SHEET 8 FOR st.W d P.4M 11.377.11.582 •8x0 .Tao .65.0 aao SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.em1 21617.2&280 M&0 -MO 465.0 .780 ANCHOR GROUP AND QUANTITY. slaidW Cdt p 20.1169.23518 .65.0 •70.0 4554 .7230 3.35 EgcMta 17.517-21957 +e&o .Tao .55.0 .7ao 6ludrdPmldr 14.577-17.518 .610 -100 MSA -70.0 e mw t 11.377-1&.516 21&0 40.0 455.5 -0110 0 D Taw 27.583-31411 465.0 -70.0 -M.0 -7110 C.t..Sc. 25517.27.582 .610 7ao 46&0 .7230 slvdwd Ccu W 2151T-26510 MSO 1•100 .WA aao 0 HEADER s4 Eq." 21517-23510 w&o -Tao +65.0aao O HEADER 61t.Owd PW- 17.617-20.510 485.0 -100 .SSA -7a0 23 wtwnft. 14.517-17518 4610 •7110 .65.5 -70.0 23 SWul 11.377.14518 .6&0 -7ao 465.0 1 70.0 IF'I+lam e T.IWA 31.583-35211 .BSO -7110 +654 -780 smMad C.ntO. 21517-31587 455.0 .7m0 .054 4ao U Q E*W"W 20.517-25.518 .86.0 -7110 486.0 -780 O MEETING RAIL 45 Shltl.d P.AM 17.517-20.516 46&D -7110 465.0 7ao MEETING RAIL o O O wtwns4. 1&.517-17.518 MSU -70.0 1064 40.0 e O 26 ° o.In,. a 12517-14.516 +650 1-7110 .65.0 70.11 27 0 $ Bh. l 11.377-vma M&o .70.0 .WA •70.0 EXTERIOR g T...1 p2w7538 46&5 •RO 4854 -R0 E)<7IER1IOR C7 . Bladed Cdl.p323 46&0 -70.0 .BSA -7ao V 23 0 O '� Eg=10t. 11.516 46&0 -100 .65.0 -100 23 JAMB 01125 wtwns4. 3518 .6&0 -7ao .65A -7ao JAMB SttM Pme.x518 .6511 •7aa 466.0 -mo EXTERIOR SASH '67TERIOR SASH g cut ns4. 17518 .85.0 -MD 4650 -100 a HEIGHT Calan s4. 14.618 .6&0 -mo 1410 -70.0 a HEIGHT 6h.4.s1 12518 M&0. -100 .65A -7ao Tw%m 15N .65.0 -100 .654 aao Osalad Oelg. 31.517-30316 +MO 1-1004WD 7.0 0O 23 Egta-m 211517-31510 46&0 -100 466.5 .70.0 23 stad.d PmAm 21617-2&615 +0&0 -100 465.0 •100 SILL 62 wtwnsh. 2161T-27.516 +65.0 -100 .654 .702 SILL O O InTt s4e 17.517-2051B .65.0 -100 .650 aaD wem 54. 1&517.175/5 -KA .70.0 .11&0 461 C=twn sal 11017.14315 +650 -100 .55.0 477.3 shw.1 11284.13.518 .85.0 -70.0 +55.0 465 TNbq 30.617-41AM MSO .70.0 +65.0 •70.0 c wtwn S4 35517-38.510 4650 •100 .65.0 -780 0 EqL.". 35.517-30.510 +6&0 1•100 455.0 -mo 75 wa.n she 32517.35510 4650 •100 466.0 -100 SECTION DETAIL FOR WINDOWS WITH slaN.tdP.4- 29.517.31316 46&0 •mo +85.0 -mD SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 wtwns4. 26517.29516 aO -70.0 +55.0 .57.3 1LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sw.+t 2&61B-20518 +5&0 -100 .550 466 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egvi°b sas17-4146" +6&0 -mo 485.0 -ma APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 54 O.em s4. 35877.36516 .e&D 780 455.0 87.3 CONFIGURATIONS) stadadPM/wv 33418-35516 2150 •100 +050 465 PRODUCT REVIjUI 01.78 T/661 •'-41.6" .65.0 .100 +65.0 416.5 las-plying wills tlla Flocids Building C0d6 SEE TABL 10,SHEET 9 FOR ANCHp OUP AND QUANTITY. Acaplenx 1•fo I **MIN.SASH HEIGHT=WIND WEU IMT 50.136 C it6 .......... ti/ .,� 3.215!077: -.•.. VICENgF':�� :� Dbl ami Oda FcOaTucl .F� * No.58705 NOTES: -'O (� ® Daxdpeon: Drown er. J 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �0, 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES ROSOWSKI�'.- ST TE O ((y N.VENICE.FL 36276 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT ISAS PER THE FIGURE. ,�'r`S7ONAL eNG (941)480-1600m,0.„ SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 i 3)FOR SUES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7j7 j71I I 111,1111 POTRIDWIRIES.11100. Sad-/U ds; 7uw 9ustr pmtdng Ne, Rer. ON THE TABLE. A.LYNN MILLER,P.E. ZRIG m�sEav® SH-5500 NTS 6" 13 MD•SH5500-01 B P.EN 58706 CERT.OF AUTH.RM296 TABLE 7: TABLE 8: Oms Type 13 l 6.h ��y 61eu Type Betom Smh 412,16•/0 oeec(Ot broh- Sash 1/496 DC610P PTCuam,Ib4t1Il 13614 0 ucllpuelto195e11 Smh H•ghl De91yn Pru.un lblf e RaInL LeW I R.W @ Wnd- Paha M) - WmNmBuckWdMGM RBIdAmel ItlnOe®141Mow Sanx ON WNOOV B.MM On7 0 3 146ASmaae, upbd0 d8 52123 51 ] NdOht Sllaell 18 Rt 32 38 40 t6 62124 34 215 EgldLla 11.304 +70.0 410.0 .700-110.0 .70.0 410.0 •111)1410,0 235 Ewdme 11.394 •70.0 1410.01•70.0-110.0 •70.0-110.0 1•70.0 1-110.0 1•70.0-110.0 70.0-110.0 •70.0-110.0 •7110-110.0 6madald CadaO• 14.617-15.M +70.0 1-110.0 +Tao-110.0 470,01-110.01+70.0 4laO 9mdatd Cp0e9e 14.517-IWO -70.01-119.0 •70.0 2tO.0 •70.0 Alma 70.0 -110.0 •70.0-110.0 •70.0-110.0 •70.0 •712 •70.0-110.0 2e Equd-0m 11.663-14.516 •70.0 4101 +70.0 4110 +7110-1160 I.70.0-110.0 29 EquWOe 11.583-14116 70.0 1•1100 70.0-110.0 •70.0 444.0 •70.0-1140 •70.0-1101 70.0-110.0 710-110.0 •70.0-110.0 SIon6>rd ROAow 71.377-11562 +70A-1101 -70.0 410.0 •70.0 410.0 •70.0-170.0 M.Wam PW- 11.377.71382 -70.0-110.0 701-110.0 •70.0-110.0 -70.0 -110.0 •70.0 •110.0 70.0•1100 70.0 -1110 •70.0 -1140 TANI, 21517-25.258 .700 4101 .70.0-7140 .70.0 limo .70.0-110.0 T.0 t 21517-25206 •70.0 410.0 •70.0-110.0•70.0-110.0 70.0 •110.0 .70.0 -110.0 •70.0-110.0 -70.0-110.0 •70.0 -110.0 HEADER 6mM+d-.Q. 2Q0.5a-21616 +70.0-110.0 •70.0 410.0 4740•110.0+7110 410.0 stafdamectwe 20.09-21618 -70.01410.0 70.0-110.0 . .0 410.0 -70.0-110.0 .7nD•110.0 •70.0-11110 70.0 410.0 -70.0 •11x0 37.85 Egdld 17.617-20.07 -70.0 410.0 -70.0-110.0 .70.0-110.0 .7110 4010 37.376 Epv046e 17.517-20.957 +70.0•110.0 •70,0-110.0 •70.0-110.0 70.0-110.0 7110-110.0 •70.0-110.0 -70.0-10.0 •70.0 -109.0 25 S1aMad Resler 11517-17.610 .70.0 410.0 +70.0-110.0 .70.0-110.0 -740-1160 Smndam P70./ew 14.517-17.515 •70.0-110.0 •70.0-110.0 •70.0 •110.0 -70.0-110.0 •ro.D-110.0 •70.0-110.0 70.0-170.0 70.0•110.0 (OIC o Shwtul 11.377.14516 •M.0 410D +70.0 410.0 00.0•1070 +79.0•103.0 Shpdal 11.377-14510 -70.0-110.0 -79.0-1/9.0 70.0•710.0 70.0-110.0 •70.0•110.0•70.0•110.0 -70.0•107.0 •70.0-103,0 I TeRu 27.583-31.911 +701-1110 +70.0 40.0 -7m0 4610 -MO -80.0 Ta6m1 27.68:1.37111 -70.0-110.0 •710-110.0 -70.0-110.0 70.0-110.0 •70.0•110.0 •70.0 -09.0 •70.0 -03.0 •740 10.0 O 001011640 26.517-27.662 7D.D 410.0 -70.0 410.0 -70.0-110.0 .70.0-1100 cd..S" 26.517-9502 +70.0-110.0 -710-110.0 .70.0•170.0 +70.0-1110 .700-mmo -7ao•11ma •70.0-110.0 +79.0-Ll IGO MEETINGRAIL SW1dwd CcOg70 23.517.28.516 -701-7760 .70.0-110.0 •70.0-10.0 -70.0.110.0 Slelda JCzW*e 2].51-20518 •70.0-110.0 70.0-10.11 •70.0-710.0 •7ao-10.0 •70.0-10.0 •70.0-110.0 70.0-10.0 •ra0-710.0 O O M EgadTlu 20517-29516 .70.0 410. .?O.D-10,0 .?0.D-110.0 .700 410.0 ad Equd46e 20.517-23315 70.0-10.0 +70.0-110.0 .70.0-10.0 70.0-10.0 70.0-110.0 •70.0-10.0 70.0-10.0 -70.0-140 27 0 St Wl iRa&w 17.517-m.5le +70.0 410. +70.0 410.0 70.0-10.0 +70.0 410.0 S1aMam PmAaw 17.517-2m516 -70.0-110.0 7ao-1740 •70.0-11D.0 +700-160 •70.0-10.0 •7110-110.0 70.0-10.0 70.0-110.0 Cmlam 6t. 14.517.17.6te +7ao-11110 +MO 410.0 .70.0 4100 -7ao•10.0 COtlom Ste 1.517-17515 •70.0-110.0 70.0-10.0 .7ao-110.0 •70.0•10.0 •70.0 410.0 •70.0-710.0 70.0-1110 7ao-110 El(TERIOR Shelled 11.377-14.516 .701 410.0 +7ao•1140 70+0•107.0 -79.0•167.0 89.044111 11.377-14510 70.0-10,0 •70.11-110.1 •ro.0 210.0 17(1.0-1110 •70.0-10.0 70.0-110.0 •70.0-107.0 .70.0-103.0 Twum 97.503.35.911 +70.0-110.0 -70.0 410.0 +70.0 4&0 +7110 -90.0 79.9111 31.661.35.911 -70.0-110.0 -70.0-10.0 •70.0-110.0 70.0 41to 740-110.0 -70.0 49.0 70.0 43.0 70.0 -0ma S44Tdatl Ca6a9a 26.617.71.582 +70.0-1101 .70.0-110.0 •79.0•110.0 -70.0-110.0 BUMorOCWeCO 20.617-31.582 1440•110.0 4"-10.0 70.0 410.0 -70.0 410.0 •70.0-110.0 -70.0-110.0 -70.0-1111.0 •70.0-1140 JAMB 25 EgW46e 20977.2$510 470.0-11x0 +7110 410.0 +70.0-110.0 -70.0•110.0 Equ49e 20.517-20.510 70.0-110.0 •70.0 Alma 7D.0 4110 •79.0•110.0 -7010-110.0 •70.0-119.0 •70.0-110.0 •70.0-710.0 48 519.44114 Pla4eW 17.517-20.51!1 .70A 4100 +70.01-11010 -7110•110.0 +ra0 410.0 49 SludwIPmAow 17.617-20316 •70.0-11D.0 •70.0-10.0 •70.0-110.0 70.0-110.0 +70.0•110.0 •70.1-110.0 •70.0-110.0 •70.0-110.0 E)(TEPIOft SASH Cusbm tlise 14617-17.510 •TOA-1100 •70.0-11110 700-110.0 -70.0 410.0 Cutiom Ste 14617-17.676 •70.11-1111 •70.0-10.0 70.0-110.0 •70.0-110.0 •rao-110.0 70.0-10.0 •10.0-110.0 •70,0-110.0 a HEIGHT 09.1119.Ste 12517-14.518 -70.0•110.0 -70.0-110.0 70.0•1110 -70.0-10.0 gdmn Ste 12517.14515 +7D.0 410.0 •70.0-110.0 •70.0-10.0 70.0-110 •70.0-10.0 •7ao-11aa •70.0-1110 70.0•110.0 SECTION DETAIL FOR E StalOesl 11.377.72510 -7041-110.01.70.01-110.0 .70.0-110.0 -70.0:2 g SM01est 11.317-12510 70.0•1101 7110-110.0 70.0-110.0 •70.0-110.0 70.0-110.0 •70.0-110.0 +70.0-1160 70.0 •110.0 p To- 3]208.37.636 +704-110.0 470.0 -0OA 470.0 410 •70.0 -00.0 TONT 33.209-37.539 •7040-110.0 •70.0-11" •7aD-110.0 .70.0-110.0 +T0.0-110.0 •70.0 12.0 +70.0 -03.0 •70.0 10.0 WINDOWS WITH 3y sum,dC..,, 24517-n2N •701 210.0 -70.0-1110 •10.0-11110 ,rao-11" Sl wd sp 20.517-33207 •7D.0-10.0 •70.0-110.0 -Tal•110.0 709-110 •70.0•1D.g 7ao-110,0 7ao-10-0 'To0-110-0- LEVEL R3 REINFORCEMENT 25 Eq.W. 21517.24516 +T D•110.11 +70.0-110.0+70.0-110.0.70.0 410.0 5 Equ.M. 23.617-26 516 •70.0-10.0 •70.0•110.0 -70.0-110.0 +70.0-tto.a •70.0-110.0 -70.0-19.0 •70.0-1m0 +Ina 412.0 Luttan 6111 20.617.7ds16 70.0-7100 470.0-110.0 70.0-110.0 ,ra0-10.0 Cu9om Stu 20.517-173 519 .70.0-1111,0 •70.0-10.0 •7110-10.0 90,0-10.0 70.0 410.0 •760-110.0 7ao 410.0 Tm. -110.0 &GLASS TYPES 9-16 4910, 49.626 SILL D 6landnd P-1. 17.617-20.616 .70.0 410. 470.0-110.0 .70.0-1160 4ra0-110.0 A saMam Plotew 17.517-2 0.516 •70.0-110.0 70.0 410.0 •70.0-110.0 70.0 210.0 -70.0-110.0 70.0-10.0 700-110.0 •Tao 41mo (REINFORCEMENTS SHOWN C.-Ste 14.517.17.616 +700-1100 -70.0-110.0 70-0-1tn0 -70.0•1140 3F t?d-Stu 14.517-17516 .70.0-110.0 .70.0-110.0 70.0-110.0 •70.0-110.0 -70.0•1101 -70.0-10.0 -70.0-110.0 •70,0-110.0 IN FIGURES ABOVE APPLY alum Sk6 12517-74518 .70D-710,0 .70.0 410.1) -70.0-170.0-TOA 410.0 =-Ste 12517-14515 70,0-110.0 -70.0-110.0 .70.0-110.0 +70.0-110.0 •70.0-110A •70.0 Alma •70.0-110.0 •70.0•110.0 TO ALL CONFIGURATIONS) Sloeasl 11.377-72518 .70.0-1100 .70.0 410.0 +750 4140 .70.0 4160 Sh0N91 11.377-12516 7aa-it10 -70.17-110.0 170.0-110.0 •70.0 Alo.0 •70.0-110.0 -70.0-110.0 .7a.0-110.0 70.0-1110 T.b.t MS17-41.6M +70.0 410A 470.0•110.0 +70.0-110.0 +70.0•110.0 Tellml 30.517-41544 •70.0-110.0 •70.0-110.0 •70.0-11-0 -70.0-110.0 -70.0-/101+7ao-1110 -70-0 410.0 •70.0-105.7 :W,hWC.d.p 31.517.36.618 -700 410.0 -70.0•110.0 -7410•1140 +7110-1110 91-lard Catage 31.517-38518 •70.0-110.0 70.0-119.0 -70.0•110.0 -70.0-110.0 70.0-110.0-70,0-10.0 •710-1015 710•1010 0 Egu148a 20.517-31.510 +701-110.0 4701-110.0 +7no-110.0 +70,0 -170.0 Equ". 2&517-31316 •70.0-110.0 •70.0-710.0 •70.0-10.0 70.0-110.0 -710-110.0 •70.0-110.0 •70.0-107.0 •70.0-1024 Surdas Roby 23517-24615 -70.0-110.0 -70.0•110.0 -?am-1120 -70.0-119.0 Sja ordpm 21517-0510 .70.0 410.0 •70.0-1160 .7110•110.0 70.0-lima +70.0-110.0-70.0•140 70.0•110.0 •70.0-105.2 112 Caw.Sto 341517-21.516 -70.0-1101 -70.01-11001+70.0-710.0+70.0•10.0 82 Cullom 9111 29.817-21478 •70.0•710.0 70.0 -11x0 •79.0-11x0 70.0-11110 .70.11 111.1 •70.0-719.0 •70.0-110.11 •70.0-107.0 LL.mm Sto 17,617-20.515 .70.0-1101 470.0-110.0 .70.0-110.01+70.0 410.0 Cu9am Ste 17.617-20518 •70.0-110.0 -70.0 •110.0 -701-110.0 70.0-IDA -70.0 •110.0 •720-110.0 •70.0•110.0 •70.0-1090 Cutam S" 14617-17.616 +711.0•1104 470.0-1110 +70.0•110.0 +70.0•1100 Custom9te 14.517.17510 •70.0-110.0 •70.0 -1700 -70.0-11D.0 •70.0-108.0 •70.0 -1026 70.0-100.5 -70.0•100.5 •70.0-tans Cahn btu 11017-14516 .700 •110. +70.0 41mO •110-19.0 -ra0 410.0 Cuam Ste 13.017-14.516 •70.0-110,0 •70.0-7140 -7110-1051 70,11-100.7 70.0 47.1 -70.0 -04.4 •70.0 -0 A -70.0 -04.4 54406.% 11.806-13.016 +70.0-110.0 -70.0-10.0 -740-11D.0 70-0-11110 ShaOGu 11.864-11018 -70.0•10.0 •70.0•1110 •70.0•1320 •70.0 47.0 •70.0 43.3 •701 40.1 •70.0 4D.0 •7aD 10.0 TOM 3&517-41.044 +701-1f0.o +TOA•IIOA +740•1760 -70.0•110.0 TaDmt 39.617-41.644 •70.0-110.0 -70,0-"0.0 +70.0-110.a -]0.o-"0.o 70.0-10.0 •70.0-110.a •70.0-1111.5 70.0 16.0 - CusttmSta 3B511•39.510 +70.0 410.0 +70.0•110.0 .70.0 410.0 -70.0-110.0 Cullom Sta 38.617-30 510 .70.0-119.0 •70.0-10.0 -70.0-110.0 -70.0 Ailml) •70.0-110.0 -70.0-110.0 -70.0-101.7 70.0 16.3 El."le 95517.96516 •700-110.0 114.0•110.0 470.0•110.0 470.0 4160 Eq,i"t. 34517-38516 70.0-110.0 •70.0-110.0 •70.0-110.0 •7110-110.0 70.0•11410-70.0-110.0 -70.0-=A 70.0 -05.0 75 Clekm Slee 3Z517-35.516 •7010-110.0 70.0-110.0 -720•110.0 -70.0•1/20 75 •Custom Ste 32 517-35518 •70.0-1110 •70.0 -110.0 -79.0•110.0 70.0 410.0 •710-119.0 •70.0•110.0 -70.0-100.7 70.1 15.2 Souliad Rukw 2flb17.32518 +70.0•1101 +70.0-110.0 720-110.0 -7aD-119.0 Ml OPrw11s7 2R51T-32-'16 •7mo•110.0 •70.0-110.0 •720-10.0 -70.6•1120 .70.0-110.0 •70.0-109.9 -70.0-1010 70.0 96.1 Custom.5111 20617.179.516 +701-710.0 +70.0-110.0 .70.0-110.0 .70.0 -110.0 Cud4m Ste 26.517-89516 •70.0-110.0 •701-110.01-70.0-107.9 70.0-1024 -70.0 920 •70.0 -08.4 •70.0 -04d 70.0 -0820 SMdnl 25510.26.6/8 +701-110.0 -70.0-1100 .70.0•110.0 .70.0 419.0 shodut 26,615-26.618 1-70.01-110.0 -70.0 -110.0 •70.0 I-104.5 •70.0 -00.1 •70.0 -05.4 •71.0 -02{ 70.0 4124 70.0 124 Egr"Ia 34517.41.861 •70.0-110.0. .70.0•11110 +r40-11110.7ao-Imo EWd48e 39.517-14.644 •70,0-110.0 •zao-10.0 •7ao 110.0 7ao-10.0 1111.0-110.0 •7040 11s.a .70.0 16.r 410.0 -011 GLASS TYPES O THROUGH 84 Llebrn Ste 34617.36.616 •701-1101 •70.0-Ilao+70.0-1100 +7110•110.0 84 C.M.Ste assn-38.518 •70.0-110.0 •70.0-110.0 70.0-107.0 •70.0-102{ -70.0 -09.9 70,11 40.11 •7ao -08.1 -]0.0 91.6 '16 MAY NOT BE USED WITH Staadnd ROlaw 31816-39516 +7oA-110.0 +70.0 410,0+70.0 410.0 -70.0•110.0 svuarOP-- 31815-33316 •7ao-110.0 •7ao-110.0 +7110 1028 •Imo 17.0 •70.0 113 !70.0 40.1 •7ao -00.0 •70.0 41111 J-CHANNEL OR INTEGRAL PRODUCT REVISED 91.76 Ta6mt --41AM .70.0-110.0 .70.0•10.0 .70.0 210.0 •7ao 410.0 91.78 Tdlmt •-tl.644 7ao-10.0 70.0-10.01 -70.11-1026 70.0 97.0 •70.0 413 •70.0 411 •710 10.0 70.0 90.0 •FIN FRAMES 0.S ccinoyingiAth th6 flmida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. lluildimg Coda MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 11 fit LY Ac1xPWnoe No •f�J Nh7 /'/// ReHdw. FaP rat 611 I}0.e . �'�,•'%.10ENS�c••�((�% y4 169.1 1140 Produce Girrtml *: No.58705 '.� NOTES: • � - De5atP0on: 07mrn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. rY� N.VENICHNOLO27 DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 2 (!: �I � 10 0 TEC,FL 34276 i0�•.• T7tta Date: 2)FRAME DIMENSIONS ARE BUSASH HEIGHT IS AS PER THE FIGURE. 'iF '•F�ORIDP•.•' \ (�1}480'1� CK. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 OAL�1\ENG POT RMUSTNES,0201 7 ON HE TABLE. SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ALYN611+I1CI FR`P.E. ALLPAMM RESERVED CERT. 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Iii ReWhn: C4piretieo Dale 2�?D .864" .316' -►{ .300' o .175 - '•. Mtwi .7764" .750 = No.58705 _ .035 --�I+�J } .025 -►t+-� Ora-8y. LAMI 10 EXTRUDED ROLLED 'moo•'• A7E F� 4-0 10 1070ECHNOLOGYDRNE WINDOW EXTRUSIONS J ROSOWSKI O72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME N.VENICE,FL 34275 ��Fip '.. RID..*' 710x: Date: ,`S,ZO.... ENG'%% (941>480teoo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 7r//NALj1111� COPYFWHTom17 PDTROUSTR[Es. cmSerfea/Model: Scala: Shoot D-In No. Ror. A.LYNN MILLER,P.E. ""wOMfep "E° SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.f MOO SILICONE HOT-MELT BUM TABLE 12: TABLE 12,COM.: STRUCTURAL BIII of Material Bill of Materiel,cont SILICONE STRUCTURAL 114'NOMFOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE . WITH 1 620101 Single Hung Frame Head& am - ne VC 45 720197 Auto Lock mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock CastZinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195116 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX 06 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zino 6 620106 SH/DH Frame SIII-Flange PVC 50 976X34PPA #6 x 3/4`PH.PH SDS Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SHIDH Frame SIII-Equal Leg/Box PVC 52 420182 UR Pull Rall Tilt Latch Comer Key PVC 7s KODISPACE n SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS O 4SG TPS O SPACERg NXT'm 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tih Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Ke PVC 5/16^NOM. Y 5116"NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Piot Bar SS BUM 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Inc FOAM STAINLESS STEE 26 820163 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT 98 x 3/4"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 800.5 T5 AI 66 420188 Bottom Latch Stoke Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 978588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300'Foam Bulb Flex PVC 72 720135 Lama I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile t Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 WeatherstripPlug,.220'Flnseal 71646N Setting Block(7/8"x 1"x 1/8"),85+/_5 duro. EPDM TM DURASEAL� XL EDGET" 35 70X1MTTT #8 x 1`Ph.PH SDS(Interlock Mounting Screw) 81012 Extruded Screen Frame Alum ie 7s 36 78X3THPX #8 x 3'Ph.PH SMS(Meeting Rall Screw) 410 SS 61011 Roll-Formed Screen Frame AlumSPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI KGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000( Constant Force Balance 47041 Screen Comer Key without Pull Ring X2 PVC #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS CASPM Tension Spring SS Spiral Balance 1816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Store 1 87 1 616351616141.14U-Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Descriptiont'RODUCT RE V ISFDon Material "zu plym8 wish the Fla.;aa 76 Kommeding 4SG TPS Spacer System Buba n8 C.de 14 77 Quanex Super Spacer N(rwith Hot MeRButyl See this ,11 Illi E ',ori. D. 1EjW' -2nz E. rretiou Date Sheet for NY LYN/y •,,, a°"°r01: 78 Quanex DurBseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTE-5717,8968&8970 _=*: No.58705 • *_ ® Uon. Drown er =� (}? 1070-TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI :0�'•, FTATE OF (v�� N.VENICE,FL 34275 idle: Dah: �O...... le'1}'�1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �'SS70NAL ENG\` txfmrtomn 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. �i1111111111�� 8PE8M?4ED5'cole. Stint Droving No. Rov 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 M D-SH5500-01 B REA 68705 CERT.OF Al7IH.829298 OPT.SWEEP LOCK 46 gg qgOPT.AUTO LOCK 20 @OR 58 48 51 OR � 55 ftp L 22 OR 804 19 0a= COVER 66 86 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 • &COVER FRAME WELDS 72 X4 6 X4 53 OR SCREEN 49 OPT.PULL HANDLE 64 WITH LATCH DETAILS CONSTANT FORCE 41 40 BALANCE /—@ OR 83 OR 1141 OPT.PULL @ 40 OR 43 ---@@ SPIRALBALANCE HANDLE 63 /—@ ORB SCREEN ASSEMBLY DETAILS S 6D—E>—A FORCE @OR 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 DETAILS EXTERIOR "9 63 ;?RODUCT RLVISM -`l w-plyka 1�itll file FI.Ads Building Code —---—-------- Acccpftw No c)5 FRAME 0"' Y LY/V,'1,1, Exviviltion Date A Al v By m1wml; 4dop c(co DETAILS No.58705 Dscdpt;m: DM—By., 4Z 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROS EXTERIOR 0, ag-�L, OWSKI FT TE OF N.VENICE,FL 34276 NOTES: Do (041)480-1600 1)SOME PTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ORION.` ..... ` 11 - 17 SINGLE HUNG WINDOW INSTALLATION LM 05/15/16 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. CDF9MWff0M PGr IHOUSTRMr,INC. S.H-lkfodilh REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ALL MGM RESUPIM .7". Dralving No. Rar 3)FOR 91 1P.E. SH-5500 NTS 1 13 OF 13 MD-SH5500-01 B 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN 11 68705' CERT.OFAUTH.#29290 se"', M IAM I•DADE ' MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(TIER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 -2599 NOTICE OF ACCEPTANCE (NOA) ivtivw.miamidade.zov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,FL 34275 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 (AHS 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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.T. APPROVAL DOCUMENT:Drawing Nb.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,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 and series and following statement: "Miami-Dade County Product Control Approved",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 shalt be cause for tennination 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#15-1210.01 and consists of this page 1 and evidence ' &E-4 as well as approval document mentioned above. . The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MtAMIDADECOUNTY ( NOA No.17-0420.06 a 'F �r J/$-/it-7 Expiration Date: April 14,2021 iff Approval Date: September 28,2017 Page 1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05115, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8546, dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Iric.,Test Report No:FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8548,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16 I orge M.Plasencia,P.E. Prod /et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) S. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large.Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A.Causo,P. E. (Submitted under NOA No. 11-010 7.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337(samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo,P,E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller, P.E. (Submitted under NOA No. 15-1210.01) i Jorge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 C PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.09) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc.for their"SentryGias© (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition(2017), issued by manufacturer, dated 08/14/17,signed&scaled by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17,signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 03/03/16 and expiring on 04/14/21. i Jorge M.Plasencia,P.E. Pr6duet Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACTRATING 0 o Group Anchor Subsaatc Frame Member Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS &900/1350 CORNERS Dtotance Embedment MISSILE IMPACT RESISTANCE P.T.Soul m P ne HeadISIINJamb 9 18 13/0' GENERAL NOTES: (SG-0.55) P4=k 9/16 13/0 DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012,steel SMS(G5)or Aluminum,6083Tfi• Hoad/Slti/Jamb 3/6• 118' SEE TABLES 1,2&B1,62 2)DESIGN PRESSURES: 410 S.S.SMS 0.12x'"min.tNcknoss P-hock 3/e• 1/8° A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 mreaWin) Steel,A36• Hood/sill/Jamb are• 0.060• ON SHEETS 7&13 0.060•Mn.lNckness) p-hoaN 316 0,060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A steel Stud,ABSJ Gr.93' Head/SIIV0J1h b 3/6• 0.071.14 Ga C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 0.071•mM.INcknaas P-hook 318• 0.071'(14 G.11 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco Ulf—on P.T.Soulhem Pine Jamb 1° 13/6° INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SG=0.55P•hcak 1° 1.316• 1/4°Elco 410 S.S.Cret.Flox P.T.Southern Pine HoedlSlwjamb 1• 1310' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG=0.55 P-hook 1' 1318• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, a 912,steel wood screw(05) P.T.southern Pine Head/Sa"rnb 0116• 1.7/6' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. SG=0.55 P-hack 9116" 1318• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION Concrolo P-hook 1" 1.3/6' SOLUTIONS USA,INC.ORVISION EXTRUSION,LTD.WHITE RIGID PVC NBA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4•Elco Ultracon HoWSODJornb 13/16• 1316' Mn•2'65 k•Ungroutad CMU, Jamb 1" 1.1/4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM Cao P-hack , ,•,/a REFERENCES(TEST REPORTS):FTL-0337,6338,8645-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungrouled CMU. Jamb 13/4' CAMBRIDGE 535753-09; tra°Elco 4105.6.CreteFlax (A57M C•90) P41ook 1-1/4' t•t/a GENERAL NOTES.............1 Conusle HeadI50Wamb 13116• 13/4• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ° rnin.3.35 ks0 P•hook 1• 1-314• EXAMPLE CONFIGS..........2 i HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete HeadISnuJamb 14/2• 1316• INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA Mn.2.22ks P•hoak 1-11T 13/8• DP/ANCHOR TABLES... 7-8 S 1/4'Elca 16-6 S.S. U muletl CMU, Jamb 2' 1-V4' BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). a EXAMPLE............................9 Agg-Gater" ASTM Cao P-hook 21 1-0/4' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBG,AS APPLICABLE. p.7.soulhem Plno Head/sIINJamh 1 1-3/8' GLAZING DETAILS............10 ! 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (sc=0.55) P-haak 1° —1.3/a ANCHOR LOCATIONS 11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Cancrota Hood/SIII1Jamb 2-112- 1.310• PANEL TYPES...................17 ANCHOR NOTES: 914•Elco UlNaaon (min.2.85 ks, P-hook 2.1/2• 1-3/8• EXTRUSIONS.....................18 U(ASTMtl-90) Jamb 2.112• 1.114' ACCESSORIES..................19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY O ASTM cs0 P-hook z-1/z° 1-Ira° , APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concoxte Flead/SIIVJamb 2.1/2• 13/4° SCREEN DETAILS.............20 (min.3.35 ks P-hook 2-112• I Wv PARTS LIST........................21 REQUIREMENTS. 1/q Eleo 4lo S.S.cmlaFlax UnUmuted CMU, Jamb 2-W 1-114• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM 090 P4wok 2.112' 1-1 4 i 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL PRODUCT REVISED IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR °MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complying with the Florida MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building Code GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THENOA-No. 17.0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, P_xplra0en Dato04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED MIamF o Product centro BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.114'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Materiel Min.Fy Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 82 ksl 120 lost SUBSTRATE IS WOOD,30//FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 00 ksi 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION Elco Aggre-G6tore 57 ksl 96 W •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UllmConS 155 ksl 177 ksl INSTRUCTIONS: •ASTM E1300-09 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ANSUAF&PA NDS-2D15 FOR WOOD CONSTRUCTION 410 SS Elco CreteFfex® 127.4 ksl 189.7 ksl ALUMISLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI$100-12 DESIGN MANUAL,ADM-2018 606 A38 3leelurnnum ' Be ksl �•``22 kal ``O Y•LYNN41 '�, GLASS/REINFORCEMENT. •AISC360-10 Gr.33 stool stud 33ks1 45ks1 ��' �10ENSF'•.�� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR *i No.58705 HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05M5 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTESm SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ® J ROSOWSKI DISTANCE. %� S<ORIDP,.•' \�� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN COPYRIOC ALLRIGIHT9 R°TFst�VEDRE6,INC. UPDATED TO FBC 2017,VINYL MFG. 04!06/17 ��SS'••.,,,,... G`�. PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR 01 � 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1800 SGD-5570 NTSIII 1 OF 21 MD-5570.0 q A.LYNN MILLER,P. CERT.OF AUTH.MJ9M G P.E.#58705 ' 1 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH —a NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 �� PER TABLES 1&2 PER TABLES 1&2 '�r, PER TABL]—ES 1&2 T —I I I 3 I MAX.UNR / I MAX.UNIT / / I MAX.UNIT ' ) MAX.'UNIT , IN HEIGHT I^ HEIGHT / / e I" HEIGHT o le HEIGHT o 1, PER TABLES 1&2 PER TABLES I&2 / / Ig PERTABLESI&2 / / / 1= 1 1 �y TABLETS 1&2 L_ IN J � J L -rte,J 1-PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH F I PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 D I D I MAX.UNIT MAX.UNIT Iffi MAX.UNIT D 0 19 HEIGHT / no E HEIGHT I� HEIGHT / I TABLE SRt&2OEM PER TABLES I&2 / / / / / li PER TABLES I&2 / / / IN J J 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP. 4 ODi9DECGMERSROWN41RS10EC0R SDUUR 'PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as Complying with the Florida 8.1151.8 Code NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No. 17-0420.06 4 PER TABLES 1&2 PER TABLES 1&2 Expiration Date 04114/2021 MAX.UNITa , 1 MAX.UNIT / 11 3 a 3 o a / 13 Miam� da Product Contro HEIGHT x i HEIGHT / I PERTABLESI&2 / / / / / I PER TABLES I&2 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" \\\� ONY LY/y 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB *0"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3116" \�.•••••••.N� �i� LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P`=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" PCS,•' 'L iCENSF•,�� POCKET CONFIGURATION CAN BE OXXX . PANEL HEIGHT=DOOR HEIGHT-2-1/2" P =*r No.58705 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOS(LM) 10/05/15 _-D 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION. :�T. -n '�ZORIDA •' DETAIL LETTER COPYRIcxTo1o17FQiDu]U97RES.RIO. NO CHANGES THIS SHEET. 04/05/17rS� ......•••.. " (j ALL RIGHT9 RESERVED ,,,I/11111110% /VA L 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR �� N.VENICE,FL 34275 _ 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' ) —SHEET NUMBER (941}4801800 SGD-5570�v NTS $ 2 OF 21 " A.LYNN MILLER,P6. cERT.DFAunl.amsE 1 oz MD-5570.0 A P,EAr,8705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU IX WOOD ASTRAGAL DETAIL C1 DETAIL DI NOTE 4,SHEET I;MIN.OF INTO MASONRY FACING l7CT. INTERLOCKINTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH —�{ — 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, I HEIGHT IS OVER 821 is EMBEDMENTAND -• o Ba MAxze o.c. 0t EDGE DISTANCE PER 4 zz EDGE on SUBSTRATE,SEEIILr�I DISTANCE TABLE A,SHEET 1& - Q 60 q DAYLIGHT t0 N NOTE 3,BELOW rER oa • '• OPENING z6 e o WIDTH EMBEDMENT q p a P� 31 6 �— t r�.•r.'�• \ (� EDGE ;:��:� 00 �' d d (4)THRUKEEPERQMAX 98 G� EDGE 1 82 r 3.5'O.C.,SEE SHEET 18 DISTANCES•..' { o 29 0� Ex1EawR DISTANCE 9EE NOTE 6, {t / SEE NOTE 6, 9a 2e � 9 O�THIS SHEET 114°MAX. —�-I 1L TFIIS SHEET SEE NOTE 8, I 1X OR 2X WOOD 8 32 THIS SHEET � BUGKSTRIP,SEE BEE NOTE B,THIS SHEET 2B � EMBEDMENT ANCHOR NOTE 3,SHEET 1 L ———_— — #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP,ANCHOR TYPE, PLATE AT / 63 PER STILE,LOCATED AT CENTERLINE AND 6"' EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION \ DETAIL C2 DETAIL D2 -� DETAIL B2 DETAIL OD INTERLOCK INTO MASONRY ASTRncnL TABLEA,SHEET1& FAcwG INr. NOTE 3,BELOW 2X WOODBUCKSTRIPOR 6rrozxwooD REQUIRED IF DOOR EMBEDMENT -- FRAMING,SEE ANCHOR 19 DAYLIGHT 21 81 HEIGHT IS OVER 96° 1/4"MAX. NOTE 3,SHEET 1 0 OPENINGINIERIDR I PRODUCT REVISED WIDTH 22 EDGE I I as complying with tho Florida 1 DISTANCE 9ullding Coda TYP.ANCHOR TYPE, P 7 y I NOA-No. 17.0420.06 SEE NOTE 8,THIS SHEET —L EMBEDMENT AND 28 RCID 2s I Expiration Data 04!74/2021 El EDGE DISTANCE PER d Ba zs a TYP.ANCHOR TYPE, 1 � q By SUBSTRATE,SEE s EMBEDMENT AND [ Miami-Ura Product Control TABLE A,SHEET 1& 3t o P EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, J� SEE TABLE A,SHEET I �o EDGEI to 9B 4)THRU KEEPER Q MAX " d 1&NOTE 3,BELOW I EXTERIOR DISTANCE 3.6'10 JI O.C.,SEE SHEET 19 L b -_--J +- 1/4°MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR 11' . NOTES ANCHORS,SEE EXTERIOR DIRECTION. �i `� \\ ,... ... .� NY LYNN '�. ` , 1)DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THISSHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ,`�•O` Pyr•' VICENSF•,l�� 2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORS L�Q�QED No.55705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND O O VINYL SLIDING GLASS DOOR NOA(LM) 10/Ob/15 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HHORIZONTALL RAILS INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI FRAME ANCHOR LOCATIONS. FU® �O� srA E OF 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. t�` <oRlo?,.•' �� / corvaic rozolT INC. NO CHANGES THIS SHEET. 04/05/17 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR ALL CHTSRE OGY INTERLOCKS jI T7 20 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR AA ��TrNl i l t 11 THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-4i0-1600 �4 SGD-5570 NTS 3 OF 21 1991 MD-5570.0 9$ A A.LYNN MILLER,P.E. CERT.OF AUTH,020M P.E.968706 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENTDEINTO DAILE2 DETAAfLD E3 DETToAIIL E4 Nro MASONRY AND EDGE DISTANCE PER INTODADE APPROVED MULLION,FBC txeuCKSTRP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A SHEET \AN,CHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE a EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT + DISTANCE DISTANCE I~ • .�. EMBEDEDGE DISTANCE - MENT EMBEDMENT V`: EMBEDMENT EMBEDMENT 1/4"MAX. 6 iXOR2XWOOD O (1 n 1/4"MAX. A /4"MAX. JaTYP. e L 1/4"MAX. 6 / Q so BUCKSTRIP,SEE Q u e VTYP�.ANCHOR TYPE,EMBEDMENT AND CHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3,SHEET1 s E DISTANCE PER SUBSTRATE,SEE ISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,-SHEET 1&NOTE 3,THIS SHEET / w 33 NOTES o - / FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, ASTRAGALS. D 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION.&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RALS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR PANEL HEIGHT=DOOR HEIGHT-2-1/2" (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 1 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHTLENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE 6, SILL RISER PRODUCT REVISED THIS SHEET VARIES WITH EXACT DIMENSIONS, Bu complying with the Florida Building Code REQUIRED NOA-No. 17-0420.06 ExIEwOR POSITIVE Expiration Date 0411412021 DESIGN Ea oz PRESSURE, 390 F t By 8 O - SEE SHEETS 3900-rI F+- M�mT'Da product control EXTERIOR � 61 OR 62 7&8. .390---I 1„- 2.947 zs oR zo )�I •390 1.793 2.3170 4.041 114"MAX. 42 1143-05 ALSOW O A PLY .823<3 33 1142 SH N —� 1 3.484 GROUT AS I s � 2.887 L LF NEEDED,SEE �}T 1'917 ANCHOR NOTE Ta z iz 2-1/2"=TOTAL Os�--4- 060 .060 060 �L I 5,SHEET 1 6 V O 1/4"MAX e Q SILL HEIGHT SILL RISER SILL RISER SILL RISER , SILL RISER 4z(2-1/2"TOTAL O 3-1/2"TOTAL e4(4-1/16"TOTAL O \`"� 0 LYN ( (4-5/B"TOTAL �� O .• 1.. SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��''OCENSF'Ne 11 EMBED- s EMBEDMENT EDGE MENT " DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/1b NO 58765 J' D" E TP.ANCHORTYPE,� TYP.ANCHORTYPE, ® INSTALLATION,VERTICAL pP ��'EMBEDMENTAND 2X WOOD BUCKSTRIP EMBEDMENTAND ISTANC SrATE of EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE CGPYRIGmo201T PST INDUSTRIES,INC. k4 NO CHANGES THIS SHEET. 04!05/17 F '•P<oR1AP,.•' �� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALLRIGHTS RESERVE° PER ANCHOR DETAIL F1 SEETABLEA, DETAIL F SEE TABLE A, 1070 TECHNOLOGY DR a� A� '�ij,�NALiE��`� REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO wooD THIS SHEET (941)-480-1600 SGD-5570 NTS 4 OF 21 $ MD-5570.0 x" A A.L p.E.,66Tos P.E. CERT.OF AUTR 029M 2 4 71 47, p 2 •INTERIOR INTERIOR 4 OOR 28 69 '19 88 @MAX 3.6EO.C.,R O O 25 28 37 98 MAX 18.5'O.C. O INTERIOR 33 SEE SHEET 19 39 19 INTERIOR DETAIL- P 98 (4)THRU KEEPER®MAX EXTERIOR (� 90• 3.6'O.C.,SEE SHEET 19 G] OUTSIDE CORNER II(�II �❑ o Qu 33 69 90° L^f Oa R L04 MAX 18.6'O.C. ❑� E)CTERIOR �OR EXTERIOR 25 OR 28 135° U a1 U O so* 3a 33 DETAIL G1 DETAIL H1MAX 18.5'O.0 00 . 13a' [S 'op 80' 94 d oU INBIOE CORNER OO INSIDECORNER 40 EXTERIOR INTERIOR 41 (4)THRU KEEPER B8 EXTERIOR 1 , 1 98 @ MAX 3.61 O.C., SEE SHEET 19LA v ��RiO 18 R j O o U O �� L6 Building PRODUCT REVISED as comp) ng with the Florida odo 17.0420.06 r�O 135° Q Expiration Data 04/14/2021 v INTERIOR Dy Mlaml-D o Product Control NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OO 20 f/ 1tiR k, QUANTITIES,SEE TABLES 1&2. 0'1% 4r77i 33 38 - 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 35 DEPENDING ON CONFIGURATION. MAX 18.51 O.C.99 Q'' •:�� 19 69 1, VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 = No 58705 (4)THRU KEEPER Q MAX 3.5'O,C„SEE SHEET 19 DETAIL G2 EXTERIOR l '� ' l�'( ,3s' ® CORNER ASTRAGAL HORIZ.X-SECT. � J ROSOWSKI ;O +•9( ;��` stAlre OUTSIDE CORNER COPYRIGRIGMS RESERVED IEs,INC. NO CHANGES THIS SHEET. 04/05/17 '�C�s•••;�<ORIOP•.••G�� 1070 TECHNOLOGY DR �� 1111111%NA �``�� N.VENICE,FL 34275 �2 (941)-480-1800 SGD-5570 NTS 111 5 O 21 gx MD-5570.0 � A A.LYNN MILLER.P.E. CERT.OF AUTH.929296 P.E.q 68705 DETAI—L1 1 DETAIL 12 OPTIONAL NON- nn INTO hWSONRY INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR (1I Q 21 22 EDGE PER ANCHOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE ;; JAMBPOW 01 2e 27 AND EDGE DISTANCE PER REQUIREMENT 33 SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST FIGURE 1,INTERLOCKS AT POCKETS: THIS SHEET o SHEET 1&NOTE 3,BELOW - INCLUDE A NONSTRUCTURAL, •.i. 10 ;• ° FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE ; OPT. POSSIBILITY OF WATER 21 d e ANCHOR INFILTRATION. r� l MAX. EMBEDMENT " 31 X77 ,, 70 17 OPT. 17 OPT. 1- POCKET BY OTHERS,SEE NOTE 6 BELOW. j— EIV1BEp�; EX7ERIOR J FOR DOOR HEIGHTS OVER 96" ME .':"W. OPT. 1/4"MAX. ANCHOR 10' 97 21.9" MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR PER ANCHOR THIS SHEET 31 " ao `� AND EDGE DISTANCE PER EDGE PER ANCHOR n„ 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT �J &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 a, 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A, B EET.1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3, ELO EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE — �—I FRAMING,SEE ANCHOR as complying with tho Florida EDGE DISTANCE I NOTE 3,SHEET 1 BOA-NIldino Codo 17-0420.06 DISTANCE OPT.ANCHOR DETAIL I3 OPT.ANCHOR Expiration bate 04/14/2021 INro METAL EMBEDMENT I By 17 OPT. -Q 17 OPT. Mlom- o Protluct Control EMBEDMENT — 1/4„ c� o DETAIL 14 1/4"MAX q o MAX. �� wrow000 EXTERIOR 10 SEE FIG 1, THIS SHEET 31 'd SEE FIG 1, THIS SHEET 30 `f 27 EXTERIOR 22 21 91EXTERIOR POCKET ��`�g4�NENSN'?�i� EXTERIOR POCKET ��.• ,, 4, VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 `*; No.58705 NOTES "llb 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. m J ROSOWSKI '�O2)REFER TO ANCHOR NOTES,SHEET 1. n . 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. coPmlaaro2017 Par wousrwEs,wa NO CHANGES THIS SHEET. 04/05/17 On 'F�ORiOP,.•'G�� 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. Au RicRrsResERveo 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR c�� '//Sl l l VA 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 941 480-1800 g A.LYNN hiILLER,P.E. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. aERcoFAuntx2e2e SGD-5570 NTS lall § MD-5570.0 $ A P.EA58705 TABLE 1: Design Pressure(DP)and Anchor Quantitles Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15/16"DLO Height 84-15/16°DLO Height Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DPMUM DP AT HDUE TO THE SIESE ANCHOR LL HEIGTHT MUST ALSO BELY,THE Std.Interlock Reinforcement#27 A I B I C 1 0 A I B I C D ' A B I C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60psf +60/-60psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/60ps/ +60/-60psf +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 25'1/8 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. , 30" DLO Width Jamb 6 5 5 6 5 5 5 5 5 5 5 8 t .o P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 Design Pressure +601-60ps1 +60/-60psf +60/-60psf HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 a 36° DLO Jamb 5 5 5 5 5 5 5 5 5 6 5 5 G Width P-hook 7 7 7 7 7 7 7 7 8 8 B e z Design !sure +60/-60psf +60/-60psf +60/-60psf 37-118° HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 42" DLO TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water•Llmlted FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OENGTH Des/gnPressure +60/-60psf +60/-60psf +60/-60psf Sill Nam.Sill Max.(+)DP 43-1/8" Head/Sill C3+2 C3+1 1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed DOORASSEMBLIES 48" CL0 Jamb 5 5 6 5 5 5 5 5 5 5 6 5 INSTALLED WHERE THE Width None 1-11116° See Note 2 f? PRODUCT REVISED P hook 7 7 7 7 7 7 7 7 8 8 8 8 q2 2_112" +38.7 psf = OVERHANG(OH)LENGTH IS as Building with the Florida EQUAL TO OR GREATER THAN e d 43 3-112" +60.0 f = Now-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 Is O THE OVERHANG HEIGHT IS 44 4-1/16" +60.0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 45 45/8" +80.0 psf INFILTRATION RESISTANCE. 6y G ?`_} IMoml-D Product control DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" `�` �(LYN PANEL HEIGHT=DOOR HEIGHT-2-1/2° �cewsF TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =>�: kO'510Q5 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE J ROSOWSKI i�~ (}f17- 2) }2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. coarwoHr®za»FCTixousTRr s,inc. NO CHANGES THIS SHEET. 04/05/17 `!�'p�' F(pq pP,_•'\�� 3)SEE SILL RISER TYPES ON SHEET 4. nTtaRe i tS C7�� 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY 5 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 rrr r I I I i ER, 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING ERT. F Al rrH 600 SSGD-5570 NTS 7 OF 21 $ MD-5570.0 q A.LYNN MILLER,P.E CERT.OF AIrnl.1128288 P.110-5[1705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" 84' 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15/16"DLO Height 84-15/18°DLO Height 96-15/16"DLO Height 108-15/16'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcement#28 A 8 I C D A B I C D A I B I C 1 D A I B C D A I B C I D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-&5 psf +60/-65 psf CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 19118° �dTljlC3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+ 24" DLO MIDSPAN OF PANEL). Width [� 5 5 5 5 5 5 5 5 b 5 5 5 6 6 6 6 5 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. 7 7 7 7 7 7 7 7 8 1 8 8 1 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, DeslgnPressure +100/-i00psf +100/-100psf +100/-loopsf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25.1/8" Head/SIll C5+1 C3+1 I C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 23+1 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 6 8 8 9 9 9 9 10 10 to. 10 DeslgnPressure +100/-100psf +100/400psf +100/-100psf +60/-65 psf +60/-65ps1 31-118° Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 1: 36" DLO OH LENGTH Width Jamb 5 5 6 5 5 6 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10, 10 DOOR ASSEMBLIES Design Pressure +100/-f00psf +100/-100 psf +100/400ps! +60/-65psf +60/-65psf (9 INSTALLED WHERE THE 37-1/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO = EQUAL TO OR GREATER THAN Width Jamb 6 5 7 5 6 5 7 5 5 5 a 5 6 6 8 6 6 6 7 6 � THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER zDesign Pressure +100/-100 psf +100/-100psf +92/-92psf• +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 6 5 5 8 5 5 6 9 5 6 6 7 6 6 6 8 6 Width TABLE B2: PRODUCT REVISED P-look 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Water-Limited as eompiyin with the Florida Design Pressure +80/-80psf +80/-80 psf +80/-80 psf +60/65 psf +54.1/-567psl Building Go 49-1/8° (+)Design Pressure OA-Ho. 17-0420.06 54' DLO Head/S81 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 105+]2C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 ]expiration Date 04M4/2021 Width Jamb 5 5 8 5 5 5 7 5 5 5 5 6 8 8 6 6 6 8 6 SIU NOm.SIII MaX.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 9 9 9 9 .10 1 10 1 10 1 10 Riser Height Allowed By Design Pressure +80/-80 psi +80/-80 psf +80/-80 psf +59.1/-64 s/ +49.6/-W.7 psf None 1-11116" See Note 2 mismi-0506 Miami-0506Product.control 551/0° Head/SIR C5+3 03+2 C5+3 C3+2 C5+3 C3+2 C5+3103+2 C5+3 C6+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-1/2" +38.7 psf 60' DLO Jamb 6 5 6 5 5 6 7 5 5 5 B 5 6 6 8 6 6 6 8 6 Width 43 31/2° +80.0 psi P-hook 7 7 7 7 7 7 1 7_1 7 8 1 8 1 B 1 8 9 9 9 9 10 10 10 10 44 41116" +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 45/8' +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" \`�� r� DLO HEIGHT=DOOR HEIGHT-11-1/16" �� 0 LYNly PANEL HEIGHT=DOOR HEIGHT-2-1/2° �"`�'ucENSF ��C�'� TABLE NOTES: `*; No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+ TE F DP. DP&ANCHOR QUANTITY TABLE o J ROSOWSKI —�1 $ }� ; �� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ��.' ® �O�•.• RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYwoNroson PorlRousrwes,No. a NO CHANGES THIS SHEET. 04/05/17 :�S+''F�oaloP..•G�� 3)SEE SILL RISER TYPES ON SHEET 4. 11 RroNrs RESERveO 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DR ��NAL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FORANCHOR LOCATION&SPACING (941}480-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 A A.LYNN 1111,1.E CERT.OF AUTH.028798 �° P.EU 58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS OF INTERLocK OF INTERLOCK ANCHOR INFORMATION. 6• CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL Y OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48,2/-58.8 PSF POCKETBY OTHERS.SEE NOTE 6, SHEET 6 ANCHORAGE, "+2•ANCHORAGE, 26-318•MAX. 6. +2•ANCHORAGE, MAX, 6" SHEET I2 •03•CLUSTER, SHEET I2C3"CLUSTER SHEET I2 SHEETI2 SHEETI2 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TOA IN �— BE ADDED IN-FIELD AS NEEDED TO ^ ALIGNMENT ALIGN THE HEAD OR SILL IF A u'• SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE _CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OFINTERLOCK ANCHDRWFORMATION. a" CENTERLINE CENTERLINE CENTERLINE MAX OFPANELY OFPANEL2 OF PANEL POCKETBY EXTERIOR INTERIOR OTHERS;SEE o o NOTE B, 0 0 0 0 0 0 0 SHEET6 +2• 26.9/9•MAX. TEII.R 2'ANCHORAGE, "+2•ANCHORAGE•SHEET 11 9NEET11 S11p°CLUSTER, 'p•GLUSTER12•x• 216" ETII SHEETII END FRAME JAMB SEE POCKET JAMB (MIN..1 ANCHOR) MAX REQUIRED® INSTALLATION ON SILL ANCHORAGE DETAILS D.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 9u11dIn9 iCodowith the Florida +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE "END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 DESIGN PRESSURE IS+80680 WHICH EXCEEDS THE PROJECT DESIGN Expiration Data 0411412021 DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO BE 26-3I8.O.c.OR LESS By FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Miami-Da roduet Control ANCHOR IN GROUP A(SEE TABLE A).TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: V MAX.s MAx. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL oPr.ANcgOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE ro aD IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL, O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER F JAMB TSILL HE(CLUSTERINTERLOCANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT P�THE FIGURE ERWIIABOVE HORS ARE NOT REQUIRED AS ``��oNYiLYNN � ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE ��•' .tcENSF'••!! DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. 4, VINYL SLIDING GLASS DOOR NOA(LM) 10/05No.58705 /15 =>tr FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SPIFFY 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE 4- J ROSOWSKI l + r Q;_ LOCATIONS OF CROSS-SECTION DRAWINGS. ® 0 ., AIT. CVS: B)SHEET C)SHEET 107 FOR SPECIFIC FOR ALLOWABLE PANEL TYPES AND CALL NAMES.NG TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRI RIam9R sloreas,[No. NO CHANGES THIS SHEET. 04/05/17 !�'��s'•.F<OgipP,.• BE FOUND ON: D)SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941) 480-1800 SGD-5570 NTS 9 OF 21 1 MD-5570.0 A n'LYNN MILLER'P.E. CERT.OF AUTH.620188 P.EJF G670.5 1-1/16"NOM. 3/16•HS GLASS- ' 3116"/S GLASS 3116"!S GLASS 3/16"/HS GLASS 3116'•ANN GLASS- 76 76 .090"PVB .090°PVB .090'SG 7/18°AIR SPACE- 77 78 3118'ANN GLASS PAINTED/ 3118'HS GLASS PAINTED/ 3118•HS GLASS PAINTED/ 3/16•T GU1SS PAINTED/ LAMINATED LAMINATED • 80 0 a7 SURFACE Be 0 et SURFACE 80 o aI LAMINATED OO 83 LAMINATED O O O SURFACE SURFACE a EXTERIOR <3 EXTERIOR l— —— a EXTERIOR I— —— �EXTERIOR / PRODUCT IS'EXTERIOR- I \1 PRODUCT IS"DCTERIOR I I PRODUCT IS'DCTERIOR- I \I PRODUCT IS'EXTERIOR- GLAZED'IF#80-81 13 7/8'NOM. GLAZED*IF#80-81 IS 718'NOM. GLAZED"IF 1180-01 IS 7/8'NOM. QED•IF#82.8313 1 7/8"NOM. TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR.I D I PLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR I D I GLASS BITE I I SITE - I I BITE I I. BITE INTERIOR I (]INTERIOR I a INTERIOR I - <t]INTERIOR PRODUCT IS NNTERIOR- I I PRODUCT IS*INTERIOR- I I PRODUCT IS•INTERIOR- 'I I PRODUCT IS°INTERIOR- TOWARDS THE INTERIOR-8i ISI 70 TTOWDS THE INTERIOR.S1 ISI 79 TOGLAZED" EDS THE INTERIOR.0-81 ISI 79 GLAZED*IF TOWARDS T1HE INTERIOR.4ri ISI 78 I I I I SEENOTE2, 85 SEENOTEZ 85 SEE NOTE 85 SEENOTEZ Be THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "T'=TEMPERED STRUCTURAL 1'1/16"NOM. 1-1116'NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER SILICONE 3116"lig GLASS 3fi6"HS GLASS BY KURARAY AMERICA,INC. STRUCTURAL 3116°NOM. POLYISOBUTYLENE 114•NOM. FOAM .090°PVB .090"SG 'SG"_.090"SENTRYGLAS®INTERLAYER WITH DESICCANT WITH 3116'HS GLASSKCG BY KURARAY AMERICA,INC. DESICCANT 3(16'HS GLASS 76 78 i 7/18"AIRSPACE 7116"AIRSPACE 77 7e EXT.GLASS EXT.GLASS PRODUCT REVISED I 3/16"T GLASS3116"T GLASS as comp)yyingg with the Florida ED/ PAINTED/ Building CndO OB2 O 83ATED B2 OR 83 LAMINATED NOA-No. 17.0420.06 CE O SURFACE INT.GLASS INT.GLASS 4 EXTERIOR / a EXTERIOR Expiration Date 04/14/2021 1 PRODUCT IS'EXTERIOR- IPRODUCT IS • I /KODISPACE 78 SUPER iami- ad ro uctControGLAZED"IF#82-8315 M. GLAZED"IF#82-8315 D 17!8"NOM.TOWDS THE EXTERIOR I TOWDS THE EXTERIOR I GLASS 4SG TPS SPACER®NXT'I.1 I I I BITEIER IALUMINUM PROD IS'IIRN RIOR- IPROD18T7�NTERIOR- REINFORCEMFM POLYISO- DESICCANT FILL AREA GLAZED•IF 982.83 Is I0 GLAZED'IF#82-83 IS I I BUTYLENE 6116'NOM. TOWDS THE INTERIOR. ITOWARDS THE INTERIOR6116'NOM. SEAL ae BUTYL& SILICONE SEAL SEE NOTE 2, SEE NOTE 2, ROLL-FORMED THIS SHEET THIS SHEET DESICCANT FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 `iIT1111I111 EXT.GLASS NOTES: ��\``�ONV LYN/y,�� EXT.GLASS 1)BACKBEDDING SURFACES SHALL �;• to NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _Ty NO.98705 INT.GLASS INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI =� _ INTERIOR OR EXTERIOR GLAZED, ® =?� fu%l ;TM PROVIDED THAT THE"HS"SURFACE OOPYwOHT®zOn POrwOusrwEs,wc. NO CHANGES THIS SHEET. �� 04/05/17 %0�., .(V` 77 DURASEAL 78 XL EDGE OF A LAMINATED GLAZING UNIT IS ALL RIOHTS RESERVED (r ••.!�COR10P,. \?� SPACER SPACER 1070 TECHNOLOGY DR i�SS NAL ,0' ADHERED TO THE GLAZING LEO. � �a , � N.VENICE,FL 34275 7 i�I'I I I�1 (941)4801600 SGD-5570�+ NTSIII 10 OF 21 01 MD-5570.0 A A L p.-E1 587 R P.E. cEAr.OF AU7K nsszee " SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL_ CENTERLINE PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTERTZ' v 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+T ANCHOR LOCATIONS '+3`ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR r INTERLOCK INTERLOCK— PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" 0 EXTERIOR 322" EXTERIOR 3.22" EXTERIOR EXTJERRIOR 3.22" EXTEERK 3-TRACK CIIJSTER'C3' ID 3-TRACK CLUSTER TS 3-TRACK INTERMEDIATE \/ 3-TRACK INTERMEDIATE XTRACK INTERMEDIATE ANCHORLOCATIONS ANCHOR LOCATIONS •+7'ANCHOR LOCATION '+2'ANCHOR LOCATIONS 43'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE_ CENTERLINE 4" CENTERLINE 4" 4" 0 0 0 F_XT2E�1RyIOR — 3.22" E)(T OR 3,22" EXTTTE'IRIIIOR E)CrEE-1R11OR EXTTIE-IRIIOI v 4-TRACK CLUSTER 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS •+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: FIGURES PERTANI TO THE FOLLOW"" SQL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMFOIATEANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376" 1 M2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED tttttt11i1T/�I Haed/5111 +1 as eomPlvl" with the Florida �� Building Codo �`�p0 LYNAI •,,�� Jamb 5 NOA-No. 17-0420.06 :'LtcENSF•,CC FIGURES PERTAIN 70 TIIE FOLLOWWO SILL '• P-hook 7 CWSTERAHORLOCATXM: NCExpiratlonBat 04/14/2021 �. No.58705 VINYL SLIDING GLASS DOOR NOA(LM) $ 10!05/15 ev IV113m O o Produet Contro _-0: ".A( y ANCHOR LOCATIONS A m' J ROSOWSKI %�� of tV�� c COPYRIGHT®29IT PGT INDUSTRIES,INC. NO CHANGES THIS SHEET: 04/05/17 ',ts, ....... •'G��` HaedlSlll X31 1070 TECHNOLOGY DRe � S��AIALtE��`, Jamb 5 N.VENICE,FL 34275 _ d P-hook 7 (941)480-1600 SGD-5570 NTS 111 11 OF 21 MD-5570.0 az" A ALYNN MILLER 03.TSE. CERT.OF AUTH.1129288 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK 4" PANEL CENTERLINE 4" PANEL CENTEgLINE 4" CENTERLINE CENTTJ3LI I. Or 4" EXTERIOR 3.22° EXTERIOR 3.22° EXTERIOR EXTEEnRIOR 1 3.22" EXTERIOR 3,99" 2-TRACK CLUSTER°C3' 2-TRACK CLUSTER'C5' v 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+i"ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3°ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4° 4.76" EXTERIOR 3.22° EXTERIOR —+~ 3.22 EXTERIOR EXTERIOR EXTERIOR CK ATE 3-TRACK CLUSTER'C3' IG &TRACK CLUSTER'CS' lu ''-I*ANCHOR LOCATION v 2IATE ANCHOR LOCATIONS 15 3CK INTERMEDIATE 'AANCHOR LOCATIIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK—� PANEL— PANEL PANEL CENTERLINE 4" - CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR 3.22 EXTERIOR - EXTERIOR EXTERIOR EXT�IERIRIOR 3.22" �F�Iy n v 4-TRACK CLUSTER v 4-TRACK CLUSTER vI-ANCHOR LOCATION �J 4-TR ANCHOCK R LOCATIONS�2' 4-TRACK ANCHOR LOCARMEDIATE TIONS . 'CS"ANCHOR LOCATIONS -05-ANCHOR LOCATIONS NOTES: FIGURES POITAW TO THE FOL OWNG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS' NOTES: 2)TRACK TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, DISTANCE IS 2.375' 2.376" FOR ALL'HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375° 2.375" FOR ALL HEADS: QT PRODUCT REVISED �`T Hea"Sll1 +1 as complying with tho Florida ��pNY,LYNN� FIGURE PERTA07HE F0 WN HEAD IN P hook 7 NOA-No, o e 17.0420.06 \Q��:' LICENSE•�<tN CLUSTFRANCHOR LOCATIONS: Expiratlon Date 04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10!05/15 By — D Mia -0a -duct C.nir ANCHOR LOCATIONS BJ ROSOWSKI ��0�=. sr Eo 4(t�� p �i�C�ss•�.OR.....•'G\?� COPYRIGHT W PGT EDUSTp Es,INC. NO CHANGES THIS SHEET. 04/05/17 �, 'ANALIS `" Headlsll C3 1 1070 TECHNOLOGY DR - Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 S _GD-5570w NTS 12 OF 21 1$ MD-5570.0 99 A A.LYNN - CERT.OF AOTH.t2929a P.E#5a705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TOTHE FOLLOWINOJALMANCHOR LOCATIONS: —►-I 2.375" ; 4.76" I u�•+�-1 7.126" . MAX. 21.6" 21.6" 21.6° Head/Sill C3+1 MAX. MAX. MAX. Jamb 5 O.C. EXTERIOR `-1/ O.C. —ETtOR O.C. EXTERIOR P-hook ET OPT.ANCHOR� TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY B" 6" 6.. BE LOCATED IN ANY ADJACENT TRACK MAX. MAX. MAX. (SIMILAR TO THE 2-TRACK JAMB)AS �� REQUIRED TO MEET MIN,EDGE DISTANCE I 2 TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD NUMBER OF ANCHORS,THE MAJORITY MAY i JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. i 12° MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500- PER END @ 1-X.500" SILL SILL EXTERIOR SILL EXTERIOR EXTERIOR 6"MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190'; (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190'; — EVERY 24"@ 1.125"X.190-; \ 4 TO AID INV 24"@ 1.376°X.600" (1)WEEP NOTCH EVERY ()1 WEEP NOTCH EVERY f ALIGNMENT 24"@ 1.376"X.500" I 24"@ 1.375"X.500- NOTES: .500"NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED ' OF ANCHORS REQUIRED IN THE P-HOOK. eu1 dine lung with the Florida `��SONY LYNN FIGURES PFxTAN TO THE FOLLOwwo rrTJAue NOA-No. d 17-0420.06 `��;•'•L%c NV,_ 7<,, Pif00K ANCHOR LOCATIONS• Expiration Date 04/14/2021 �'• N0.58705 P'� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 BY E0iami-Da Product Control o ANCHOR LOCATIONS C 14� JROSOWSKI ;SOOT sTjTEOF7,',��; HeedlSlli C3+1 �P �GniLwciirsPoREsveo 'N� NO CHANGES THIS SHEET. kg 04/05/17 •,�iS�ONALIENG`� Jemb 6 1070 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 (941)-480-1600A.LYNN MILLER,P.E. CERT.OF Al1TH.H28798 SGD-5570 NTS 13 OF 21 MD-5570.0 A P."68705 d J HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FOFLIGUNnNG SFO CCRN RSILL ANCHOR LOCATIONS: so" 4" 4" 4" q" 4 4' 4" 4" Head/Si0 1 3.22" EXTERIOR 3 22"EXTERIOR 24i Jamb 5 2-TRACK 90•CORNER 2-TRACK 90'CORNEI1 a a ,iiYll P-hook 7 'C4"ANCHOR LOCATIONS U 'Co'ANCHOR LOCATIONS 2-TRACK SO-CORNER EXTERIOR 2-1 RACK 90*CORNER EXTERIOR (USE WHERE'Cr IS SPECIFIED) USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS °M"ANCHORLOCATIONS I�I p qq (USE WHERE-Cr IS SPECIFIED) v (USE WHERE"CS'IS SPECIFIED) v I ry tl tl 1 - 1 H t1 t7 1 0 PRODUCT REVISED L44 4" 4" os complying with the Florida Bullding Cada NOA-Na, 17.0420.06 P-xplraUon Data 04/14/2021 4" 4. 4„ 4„ By Mlam�Product Control EXTERIOR 3.22" EXTERIOR 3.22" 3.22" XTE 3-TRACK 90 CORNER 3-TRACK 90'CORNER __JJ�� XTRACK 90•CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'C4"ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS V "C4•ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) -(USE WHERE'C6-IS SPECIFIED) (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C5'gIS SPECIFIED) • R R R H t ONLYNN 4' q" q„ 4" NO.58705 Tir V' n., ST TE F 4r/-� 4-TRACK 90'COANER -E�XT�ERI—OR 4-TRACK90'CORNER r EXTERIOR EXTERIOR 4" 3.22° _-EXTERIOR ��'Si I/,, 'C4'ANCHOR LOCATIONS V °C6'ANCHOR LOCATIONS 4-TRACK"ANCH R CORNER S*ANC OR'OCATIO lllllllflt (USE WHERE'C3'IS SPECIFIED) (USE WHERE-W IS SPECIFIED) 'CWHERE ORLOCA TECH 'CW ANCHOR LOCATIONS (113E WHERE°C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) A.LYNN MILLER P.E. NOTES: REA-58705 FmMPERIMTOTHE FOLLOWING W'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: 1, VINYL SLIDING GLASS DOOR NOA(LM) m 10/05/16 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BEun-T 00" SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm J ROSOWSKI HeadfSlll C3 1 Jamb 5 3)TRACK-TO-TRACK CDPrauwroxoii POrMOUSTREs,INC. NO CHANGES THIS SHEET. 04105/17, P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALLRICITISRSSFRVEO FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR o N.VENICE,FL 34275 4 (041}4801600 SGD-5570 NTS 14 OF21 i MD-5570.0 A (941)-AUIH.9 00 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURESPERTAw TOTHE FOLLOWING 115'CORNER SILL ANCHOR LOCATIONS: 135° 4'. 4° o 4` 4" o 9XTERIOR EXTERIOR o HeadlSlll C3 1 3 Jamb 6 �4; EXTE�R(I,OR 4„ EXTERIOR P-hook 7 2-TRACK 135•CORNER 2-TRACK 136'CORNER 2-TRACK 135'CORNER V 2-TRACK 135'CORNER V •C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS °C4'ANCHOR LOCATIONS •C6'ANCHOR LOCATIONS (USE WHERE•C3'IS SPECIFIED) (USE WHERE'CS'15 SPECIFIED) (USE WHERE"C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) i 4° 4' 4" 4„ PRODUCT REVISED 4 4° as compsyylng with the Florida Building Cotl0 NOA-No. 17.0420.06 4" U Expiration Date 04/14/2021 /EXTERIOR EXTERIOR EXTE(n�R__IOR EXTERIOR 322" V 3 22„ Mlam-Da otluct Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER - 'C4'ANCHORLOCATIONS 'CS'ANCHOR LOCATIONS 3-TRACH RLCORNER &TRACK135•CORNER ONS (USE WHERE C3'S SPECIFIED) (USE WHERE-CS'IS SPECIFIED) _ USE WHERE-C3'IS SPECIFIED OCATIONS "CWHERE O 5'IS SPECIFIED)( ) (USE WHERE-05'IS SPECIFlED) A. 4" z — 0 91 4' z 70 � No.685 >f EXTERIOR EXTERIOR EXTERIOR EXTERIOR ��0� TE O � ;'��/�� 4TRACK 135 CORNER 4•TRACK135'CORNER �-3.22" �j�51 •.�ORIDP.-`.`•' 4-TRACK 135'CORNER 4-TRACK 135'CORNER �`SAO •C4•ANCHOR LOCATIONS 'CG'ANCHOR LOCATIONS "C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS ' � NAL (USE WHERE'C3-IS SPECIFIED) (USE WHERE-W IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) I I I I I11\ A.LYNN MILLER,P.E. NOTES: P.E.066705 FIGURES PERTAINTO THE FOLLOWING 136'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) m 10/05/15 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E !t J ROSOWSKI Head/SN I C3 1 I j�n-r 1 Jamb 5 3)TRACK-TO-TRACKCOPYRIO �GI7PR wEo�u�IEs.wc. a NO CHANGES THIS SHEET. AM 04/05/17 P-hook 7 DISTANCE IS 2.375" W2.375. W2.175. FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (841)-480-1600 SGD-6570 NTS 111 16 OF 21 gc MD-5570.0 x" A CERT.OF AUTH.029200 I I c HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT A-INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOW9NG SPUCEO SILLANCHOR LOCATIONS: SPLICE SPLICE LOCATION 4" LOCATION 4„ LOCATION LOCATION 4° 4" 0 0 ILLIIIL�L�L�CCC EXTERIOR 3.22" EXTERIOR —3.22" EXTERIOR EXTERIOR Heal1/Slll Iq 1 ' 2-TRACICSPLICE 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5 'C4'ANRACKSPLICECHOR LOCATIONS 'CS'ANCHOR LOCATIONS 'C4-ANCHOR LOCATIONS 15 -Cl.ANCHOR LOCATIONS P-hook 7 (USE WHERE'OT IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE SPLICE LOCATION SPLICE LOCATION—� LOCATION 4" Lo 4" 4.75" 0 0 0 o PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4" as comp)ying with the Florida U 3-TRACK SPLICE ,u 3-TRACK SPLICE I-I ANCHOR SPLICE ANCHOR SPLICE NOA-No 17.0420.06 •C4°ANCHOR LOCATIONS 'C6•ANCHORLOCATIONS �J ` WHERE-C3' 'CWANCHOR LOCATIONS (USE WHERE'q'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) USE WHERE'C3•IS SPECIFIED) (USE WHERE'CW 13 SPECIFIED) Expiration Date 04/14/2021 By ' Miami-Da Product Control SPLICE 4,755" SPLICE SPLICE SPLICE LOCATION LOCATION 4/1111" LOCATION LOCATION4' 0 0 e EXTERIOR 4„ EXTERIOR 3.22" EXTERIOR -3.22" EXTERIOR 322" �.�`� YILY,I•�r" ".i J-L 4-TRACKSPLICE 4-TRACKSPLICE ��. .. •••••• 4-TRACK SPLICE �J d-7RACKSPLICE •Cq•gNCHOR LOCATIONS ANCHOR LOCATIONS `� ,X�,•' L.10EN,gF•.��% •C4'ANCHOR LOCATIONS 'CG'ANCHOR LOCATIONS (USE WHERE•C3`IS SPECIFIED) (USE WHERE-CG'IS SPECIFIED) Q:• (n (USE WHERE•C3°IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) y! ;' No.55705 . •: Tit'- :o ' �= Is TR �, NOTES: %,mss '• <ORIOP,•••' �` 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. SjONAL FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAOANCHORLOCATIONS FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.ER 68705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) m 10105/15 DISTANCE IS 2.375" 2.375' W2.3;6' FOR ALL HEADS AND SILLS: �_! ANCHOR LOCATIONS Fl J ROSOWSKI ® .g COPYRIGNTo1O1T P(iTWOIISTRIES,WC. i NO CHANGES THIS SHEET. ��{ 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RESERVED E Head/SIII q 1 1070 TECHNOLOGY DR Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 8 P-hook 1 7 1 (941)-480-1600 SGD-5570 NTS 16OF21 11MD-5570.0 A CERT.OFAUTH.02=6 t PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 9D' INSIDE 90' OUTSIDE 136• INSIDE 136' D DOUBLE TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK nnC� ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECENER RECEIVER "ASTRAGRECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED M LOCKSTILE 1._.J�vvwwv� DOUBLE INTERLOCK SINGLE INTERLOCK E F PP K L L TC TA TV TW J LOCKSTLLE f�.,.,.,.�,...C'[ ASTRAGAL OUT tsaxoup (sarwl SINGLE S u P /1 C C SC SA SV (�W SD INTERLOCK INTERLOCK ISINGLE DOUBLE NSINGLE f7 /"1 V Y Y LV IN fwxouo Mox" �LE RR R S S FC FD FV FW A INDOUBLE TERLOCK C1 IGSn Noxi! LOCLE Lu LOCKSTILE D M J J U ASTRAGAL �b G7 OCKSTILE J W/HANDLE (BaxoUB tat'x" ASTRAGAL. LR T U DS INTTERL CK t—'"""""""'--" INTFRL CK � Box OUT UL (s0X0U!) 0% sox w ASTRAGAL N T U J BOXIN ox oar OUT.BD' z REQ CT CS CF aASTRAGAL AT AS DF RECEIVEROUT.135' ` ASTRAGAL VT VS VF as complyyl g with the DUCT Florida RECLINER I Duliding CoT 'n, NOA-No. 17.0420.06 IN.TRAG I n�T WS V V F ASTRAGAL Y II � Expiration Dato 04114/2021 RECEIVER ey Mia -D o rodaet Control LEFT RIGHT PANEL PANEL STILE I' STILE PANEL TYPE 7'SHOWN. PANEL NOTES: \\��`��NY!LYNN�� 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-B FOR PANEL SIZES&DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 r No.58705 NOTAVAILABLE. PANEL TYPES � J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. ® O STATE OF OF coarllmc. NO CHANGES THIS SHEET. 04105117 '• "40RIDP„•''��' au aloHrs ResmvEo S G` 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH � i, � TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY OR �� S'/ N.VENICE,FL 34276 X77��NAL (041)-480-1600 SGD-5670 NTS 17 OF 21 z MD-5570.0 A A.L p E.B MILLER, P E CERT.OF AUTII V�1H8 Rl 58705 5.875 _ 10.635 -} 540 --�y 291 .061 O O I= '100 Q gyp(-f 510-0 .125.930 ` .550 -�I 762 ❑.100 1.8112 d O O O �U 1.6+81 ,082 .301 (�'I 1.928 A Q®��® � _l. ZME SCREW � INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB ©4 TRACK SILL C COVER(PVC) 3O ANCHOR PLATE Q TRACK INSERT 10 TENDED POCKET 5.178 1.000 252 231 .060 �j 2.060 100- I r - 8.250 ��7 �I+ 8.250 1.435 --� 062 1.613 .080- 0 O 3.100 CD 949 �v v v 1.983 .100 ❑ 3 dQ��a �O C=j1 BOTTOM RAO L2 OUTER SILL TRACK 060 11 SUPPORT QCOVER 13 COVER - 17 P-HOOK ADAPTOR ©8 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL 10.826 5.875_ "� •540 •540 -'?913.000 081^ •229 j77EI 25141 i O (y4EEPER lU�d�II�-.062 60 -•062 2 607 I� 07506 TJ� NEI O�p❑ pO��3 E100 Ion Il 1.661 .329- 100 dQ® I-� ENDED KEEPER BAR COVER BAR REINFORCEMENT @ FIXED PANEL CLIP ®4 REINFORCEMENT O5 4 TRACK HEADMAMB @2 TRACK SILL U 1-+-2.838-►•1 1.625 1.670't+--- � 1.596 r.- - 1.595 r- .309 2.686 .080 3.483 r-,125 p70 5 075 � 4.835 2.073 2.833 2.368 2.788 .400 8 4.279 .100 LW 9 2.768 2.210 090 2.116 1 .300- 2.025 .312 L ❑ � � 34 INTERIOR JAMB COVER .110 I�- -`I .-.182 .120 I+-,182 2.710 `0� 1 675 PRODUCT REVISED .120 2.291 .100 as earnqIng with tho Florida © TOP BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE TOP Building Cod. AND STILE © AND STILE ©REINFORCEMENT, ©REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 31 ADAPTER ©ASTRAGAL ADD-ON AND BOTTOM RAIL NGA-No. 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dato04/14/2021 REINFORCEMENT -3.452 3.326 3.345 sy r- NOTES: Miami-D a Product Control 1.472 - 919 125 3.209 .060 3'713 1)SEE SHEET 4 FOR 125 .090 SILL RISERS. 2,175_ .046 1.500 3.247 3,345 (�_•O60 �H �0I 2)SEE SHEET 20 070 1 0�- -p ! -,918 FOR SCREEN PARTS. .300 1.170 I-'--•228 ®135"CORNER g135*CORNER ©136°CORNER ©135'CORNER @9D'CORNER 40 90'CORNER 41 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL GRLCAP, ASTRAGAL EXTERIOR CAP, ATRAGLCAP, IN INCHES. EXTERIOR O '��•1.\GENSF -r-1.912 -� 912 .210 252-�1 .173 r+L r ,--i No.68705 .065 � VINYL SLIDING GLASS DOOR NOA(LM) 0 10!05/15 _y'T 1.261 .062 1.261 1,281 1261 1.261 _- 1 :�T- `EXTRUSIONS JROSOWSKI D iIT ! 80 7/16' g1 7/16•LED82 1-1/1 ®1-1/16"I ®13/18 cppyy(�{r02017 POTINW57RIESINC. a NO CHANGES THIS SHEET. a� 04/05/17 % c�.''•.,FLORIOP,,•'G\?: SQUARE BEAD BEVEBEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALLRIairtsREsmvm �i S •••••• 1 N VENICE, GY DR S1ONAL j,,, (941)-480-11600 SGD-5570 NTS I 18 OF 21 j MD-5570.0 A A.LYNN MILLER,P.E.CERT OF AVI I.fR8288 P.E.05UGS 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4)CLIP ANCHOR &SUBSTRATE, ASSEMBLY TYPE AS USED PANEL o USING 4 INSTALL ONE BLOCK AT ea HEADER IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT SMS / SPANS BOTH PANELS. 80 3)#8X 1"SMS � Q❑ I d 23 FIXED PANEL CLIP \ \ FIXED INSTALL ONE CLIP AT THE z3 PANEL- MIDSPAN OF EACH FIXED 05(2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4°SMS #8X'1°00 1 \ 0 SMS i 27 BAR COVER \ '(4) s5 X 2°SMSMS 22 REINF.BAR #8x 1-114"SMS KEEPER 10 q - ( 1 \ J d b t>1 (4) JAMB TO \ \\\ .6" O.0THRU KSEESHEEEEEPER @ T 9 KEEPER TO JAMB P SILLASSEMBLY \ ATTACHMENT \\ ( LOCKING JAMB C� (� PRODUCT REVISED REINFORCEMENT PLATE as eampl Ing wHh the Florida❑Q Building&aCa ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER le NOA-No. 17-0420.06 Q 34-1/2"MAX O.C. OXXX SHOWN expiration Date 04114/2021 mute-Da roduct Control (4)#10X 00 2"SMS I! 60 INTERLOCK _ INTERIOR ; CLIP COVER NOTES EXTERIOR \ 24 INTERLOCK 1)DETAILS APPLY T02,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION$SPACING. ��` NY LYNN BOTTOM RAIL TI °� 04#10 x 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, (2)410 X 1"SMS^ d I _ No,58705 THROUGH SUPPORT,az VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ INTO PANEL PANEL ACCESSORIES INSTALLATION J ROSOWSKI ,- � e3OX ASSEMBLY ® 'po`• RiE J� Z. INTERLOCK SILL RETAINER 1-1I2 SMS ALL PANEL CORNERS coFYlOaHr®zoTT rorwOusTwEs,IHa CORRECTED 1196 0104/05/17 '.nth` ' C�ORIOP,.•'' ��.` j CLIP ATTACHMENT WELDED,NO ASSEMBLY ALL TECHNOLOGY ��SS'� •.....•• NG��`\ I INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1N VENCICE,PLO42DR x /�ONALiEI`�� CERT.(941)-480-1600 SGD-5570 NTS 1 19 OF 21 MD-6670.0 z /{ A LYNN MILLER P.E, CERT.OF AUTH.648288 REJ1 68705 r' BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 01 6 0� 126 121 133 123 132 129 � 106 702 119 703 `l \J � 111 108 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 190 EXAMPLE 115 r 33 102 111 O 131 ., p a I�1f�p 1� 108 I 5 ❑O ❑ 111 I� �pp� 100 1 0 3 6 o d 1 On`Jl./ 122 115 � 116 HORIZONTAL SECTION EXAMPLE 112 120 104 1162 HORIZONTAL SECTION 117 1:081 I+ —�I r-1.081 1.202—I EXAMPLE 1.778 1.7l78 ;935 050 050 .0 —rd-.—. 45 875 r— 875 I� 1.020 r 1�SCREEN 121 SCREEN to SCREEN OXO FRAME SIDE RAIL, ASTRAGAL 1.9931.919933 1.8+74 RAIL LATCH ADAPTER .062 w4--.062L 062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN as oomPlying with the Florida 1.435 Building Carlo STOP RAIL 161 BOTTOM RAIL _ 102 SIDE RAIL L 1+.725 NOA-No. 17-0420.06 127 .765 782 Expiration Date 04/14/2021 R .040 By 113 114 1.020.j �— 1.593 -11.373�•�'— 128 120 _ .062 Miami DR ro uc Contra 101 'tl� 121 SCREEN VINYL 124 FRAME SILL 2 1.872 083 2 &R@ ASTRAGAL SCREEN O 055 1.833 124 ED "`J ADAPTER ADD-ON 167 0 •372 11 1 d� 103 BOX 1�BOX ios BOX SCREEN ��® &SCREEN &SCREEN &OXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER VERTI EXAMPLE VERT IMPLEICAL TION NOTES: \.`��ONY1LYN71/�j�.,' 1.306 1)ALL DIMENSIONS IN INCHES. 110ENS�•.•(� r 1.343 055 —`11:487�— = Q 1;1.487 �— VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 =*; NO.58705 ' 050 1.51 ( tS L_ — 080 SCREEN DETAILS j.` J ROSOWSKI =�O% �I BOXSCREEN BOX SCREEN BOX SCREEN HEAD ® %��'•, s7AEOF 108 ASTRAGAL 107 SILLADD-ON 166 AND JAMB ADD-ON CarrRlcilrowl7 PGrw6ustaies,IN¢ NO CHANGES THIS SHEET. $ 04/05/17 CC•'••F<oRIDA,.••'•�� ADAPTER ALLRIGMTSFiE3FRVED 'isS """ G��`\ 1070 TECHNOLOGY DR � 7;ONALIE\N"\ N.VENICE,FL 34275 (941)-480.1600 SGD-5570 8 NTS 20 OF 21z MD-b570.0 $z A A LYNN MILLER,P.E CERT,OF AVTH.020299 y P.Eif 68705 TABLE C: TABLE D.BOX SCREEN # Part Description Materiel # Part# Description Material # I Part# Description Material P7 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-112") 6063-T8 Alum. 100 12256 Box Screen Top Rall 60M T5 Al 2 19002 2-Track Sill Rigid PVC 43 19022A SIII Riser-(3112") 6W3-T6 Alum. 101 12257 Box Screen Bottom Rall 606376 Al 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser.(4-1/19') 8063-T8 Alum. 102 12268 Box Screen Side Rall 6063 T6 Al 4 19026 3-Track Bill Rigld PVC 45 10024A SIU Riser-(4-BIB") 6083-Te Alum. 103 64428 Box Screen Interlock 6063 76 Al 5 19027 4-Truck Head/Jamb Rigid PVC 60 718609W .187"x,320"Finseal(StUo) 104 17347A Box Screen Snap-on Bug Flap 6063 T6 AI 6 19028 4-Track SIII Rigid PVC- 51 71696K 1-117'x 1"x 3/4"Fin Seal Dust Plug 105 64345 Box Screen OXD Astragal Adapter 6063 TB AI 19009 Frame Screw Cover Rigid PVC 62 71696 Oust Plug 108 17349 Box Screen Astragal Adapter 6063 T5 At 8 1 19031 jAnchor Plate 6063.75 Alum. 60 419041 Interlock Glp Cover PVC 107 19039 Box Screen Frame SUI Add-on 6063 T6 AI 8 19007 Inack Insert 6063-T8 Alum. 61 78153- Tandem Roller Assembly SS 108 19038 Box Screen Head/Jan'b Add-on 6063 T6 AI 10 19064 lIntarlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 720X1X #14.20 x 1"MS @ Top doll SS 11 19036 113ot1cm Rail Support 6063-T6 Alum, 63 78X76FPTX 06 x 3/4"Ph,FH SMS @ Raller&Relnt SS 110 72OX112X #14.20 x 1-117'MS @ Bottom Rail SS 12 19006A 10uter SIII Cover 6063-TS Alum. 64 419042 Frame Header Block Nylon 111 717936 Wstp,.270"x,150'-Fn Seal 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Ad).Hole Plug PVC 112 61805K Watp,.187'x.600'@Bug Flap 17 19032 IP-Hook Adapter 606376 Alum. 88 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 18 19020 IP-Hook 6063-T6 Alum. 67 76X114FPTX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 19047M Extended Keeper 608378 Alum. 68 716860 Sill Plug PVC 116 wades Screen Locking HerdNare Steel 20 19029M Keeper 6063-TB Alum. 89 78185X Gemini Mortise Lock w/long Tdm plate SteeUSS 116 418053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock 117 76X1PPA #e x 1"Ph.PH SMS steel 22 18030 RoinforcementBer 600rr7BAlum. 71 vsdes HendlelOt Cast Zinc 118 16971314 Screen Spline-.150"8.185" Vinyl 23 19037M Fixed Panel Clip 6063-TB Alum. 72 19054 Intedock Retainer Clip Nylon 119 18160 Screen❑oUl Fiberglass 24 18035M Reinforcement Plate 608376 Alum, 75 Kommerling 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Ta Rail,Bottom Roll end Lockatile 6005.75 Alum. 76 Quanex Super Spacer nXr with Hot Msit Butyl See Sheet P 10 for # Part# Description Material 26 19048 Reinforcement Composite 77 Quanex Duroseal Materials 120 12033 Screen Frame Rail 6063 T5 AI 27 19018M. Intedock.300 Reinforcement;Std. 6005.76 Alum. 78 - Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Reil(Latch) 6063 T5 AI 28 19013M Interlock,400 Reinforcement,HD 8005-TS Alum. 79 Dow Coming 995 or GE-7700 Backbedding Silicone 122 17363 Screen OXO Astragal Adapter 606316 Al 29 19019M Astragal Reinforcement 6005-T5 Alum. 80 19090 7/18"Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 81 7116"Beveled Bead Rfgid PVC 124 190128 Frame Sill Screen Add-on 6083 TO At 31 19006 interlock Adaptor Rigid PVC 82 19044 1-1/16"Bowled Bead Rfgid PVC 125 OFP05K Bug Flap,85+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 126 78XI12PSATS #8 x 1-117'Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,ToprBottom Rag Rigld PVC 84 19016 1-118"Ogee Bead Rigid PVC 1 127 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19040 llntador Jamb Cover 6063-TB Alum. 85 71726K Setting Block 112"x 4"x 1/16',86+/-6 dura. Neoprene 128 712027SS Corner Key Wheel Assembly(HD) SS•_ 35 19076 11351 Comer Astragal 606146 Alum. 88 71726K Setting Block 1"x 4"x 1116",85 Q-5 duro. Neoprene 129 Vedas Screen Locking Hardware Steel 38 19077 135°Comer Aelragal Passive Mount 6083-76 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710)34PPSDAX #10 x 314'Ph.PH SMS @ Screen Ast. SS 37ai910780' omer Astragal Cap-Ext. Rigid PVC 91 78XI14PHPT41OX #8 x 1-114"Ph.PH SMS @ Relnt Bar SS 131 78X72PPSMSX 48 x 1/2'Ph.PH SMS @ DocrAst. SS 38omer Astragal Cap-Int. Rigid PVC 92 710X1PHPT18AX #10 x 1"Ph.PH SMS @ Rag Support SS 132 1692/3/4 Screen Spline-.145" Vinyl 39mer Astragal 808378 Alum. 93 710X115PPX #10 x 1-1/7'Ph,PH SMS @ Fxd.Pnl.Clip SS 133 1816020 Screen Cloth Flberglaea 40rner Astragal Cap-Ext. Rigid PVC 94 71oX2.6PHPT18-BX #10 x 2.1/7'Ph.PH BMS @ Relnt Plate/Ast. SS 41omer Astragal Cep-Int. Rigid PVC 95 71420X2.26FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS 96 710X1.76PPX #10x1-314"Ph.FHSMS @Ast.Moun! SS PRODUCT REVISED `vvlvrlirrrrr// as cora lying with the Florida / 97 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. SS Building code ��`�ptJY LYNN '//� 98 710X2PP- '#10 x 7'Ph.FH SMS @Keeper SS NDA-No. 17-0420.06 �` ,'`` ••'410ENyF �(<1!� Expiration On 4/14/2021 ' �•; No.58705 B" VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 miaml-o o Product control PARTS LIST Jm J ROSOWSICI `� '• u A �� COFYaornmsoi7 Porurousrwes,I= NO CHANGES THIS SHEET. a8 04/05/17 FS �aRIOi,.•' ��. NOTES: 1070 TECHNOLOGY DR � /'ONALtENG``�� 1)ITEMS#14-16.4649,53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5570� NTS � 21 OF 21 1� MD-5570.0 kA A A.LYNN MILLER.P.E. cern OF AUm.17=0 m RES 58705