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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 4 BCis Home ( Lag in user Registration j Hot Topic j Submit Surcharge Stats & Fads Publications [ FBC Staff BUS Site Map Links Search j Porida Product Approval SCANNED oSBR:Public05er BY kpcie Countv t re ti rt Annm al Mem m > Proc0 or ADDI Caron SeaMl > A instr i tac > APpllca m De a 40700 913n7 -is AI ^y •\V M1.rx=G. Application Type FL261R10 o3NNH�s _ Code Version 2014 Application Status *Approved by DBPR. Approvals by DBPR shall be reviewed and rati0ed by the POC anti/or the Commission If necessary. Comments Archived Product Manufacturer Adi ress/Phone/Emali Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approvetl PGT In tries 1070 Technology Drive North Venice, FL 34225 (941) 4B6-010D EA 22318 druark@pgtl nd ustdes.com Jens Rosowskl JncEowskl@pgtindustnes.com Jens Rosowskl 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 EA 21140 Jrosowski@p lUndustnevs.cam Wind! ows Certiflrabon Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 Method 1 Option A 05/24/2016 05/25/2016 05/25/2016 Y ECE ED FEB 2 8 2017 PEW ITTI UG St. Lucie County, FL Year 1994 1994 http://www.floridabuilding.orglprlpi _app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/23/2017 Florida Building Code Online Page 2 of 2 \ Summary of Products FL # Model, Number or Name Description j 261.1 MDIIro'n3`forA oursa Aluminum/Vinyl Mullions Limits oT Use Certification Agency Certificate Approved for use In WHIZ; Yes FL261 Rio C CAC 16-0218.03. ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/26/2021 Design Pressure: N/A I n5truct ons Other: Please see Miami -Dade County Notice of Acceptance (NOA) far �2`I4'ITuf 0sIIR6T0218193:53f product performance information, and mullion clip anchorage detalls eM1rR.y Mrard Mdl CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party_ Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-482-1824 The State of Honda Is an AA/EEO employer. [oovnoht 2002-2013 Stale of Florida.:: Privacy, Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send eleclmnic Mail m this entity. Instead, contact the of0ce by phone or by traditional mall. If you have any questions,. please contact 850.487.1395.'Pursuant to Section 455.275 (1), Flonda Statutes, effective Ottober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The cmails provided may be used for official wmmunicatlon with the licensee. However ¢mall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .11901 5`eGuriL'� btFtat'a^; http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/23/2017 MIAMI- iVIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON01VIlC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miomidade.gov/eronomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 3 275 SCOPE: This NOA is being issued tinder 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 (bt 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 Mianri—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 Velocit Hurricane Zone: DESCRIPTION: Seri"PGT" Clf pe xtruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300K, titled "Impact —Resistant Aluminum Tube Mullions", sheets I through 25 of 25, prepared by manufacturer, dated 08/29111, with revision B dated 10110/14, 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 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 and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages 1.1 and _ _E-2, as well as approval document mentioned above. The submitted' documentation was reviewed -by -reviewed -Perez, P.E.--- MIAMMADE COUNTY NOA No. 16-0218.03 xpira t n lime: ay , 02 A prova Date prll�1' Al 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 Alumimim Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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'fest 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 02128/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, RE, (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t° Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. - - -- - -1.7 4A 1,C� Manue Rez, P.E. Product Cont of aminer NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT' Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel P.E. Product Contr IE in NOA M -0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS RE RING GENERAL NOTES: ffi NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT A DSMA R DUCTS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO NY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE 8Nx Yk EVALUATED BY N EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL N0TE8......................•t MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUOTIONS........ ................ __.. 1 �' o FIGURE 1: MULTIPLE oPENNOmpixf011vERRCPLMULL— MULIIGNS '� SEGMIIA 5 A C.CAN; SXEET524 6EEDETNL6AThR S E 9U2] ARCHESTOBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS, MULLIONS INSORWEDINSWE HAVE BEEN TESTED AS'FREE-FLOATING' AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANMILAN NOT HAVE A GAP OF MORE THAN 114°FROM THE CUP. MULL L.... NOP SEEOETALLE• z MEET FENESTRATION PROwcre MAY BECFANY TYPE MUST BE MM ACTLREC XOR20NTAL L', ]J LFNGIH HORIZONTM_ � II-- LENGTH _y LENyGTX� IT'I MEN W �IpI" I I—H=RR.MULEN3TH--j - _ GPENING = / _ XEIOHT GPENING MULL Y HLi1OLL HEIGHT IENIIGiX L a L -- �) WENIMI WWTH SINGLE MULLION SINGLE DLD N FOIR VERNcat wJu O, NNOWWTH FOXVERTK'ALMULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROMFIOUREIASOVE STANDARDS USED. .2014 FLORIDA BUILDING CODE (FBC).5TH EDITION AANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2010 4AISISIM-0762-2010 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TONE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LNW. THE 1M STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTR OONfAGGREGATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (USIFP) FOR THE OPENING USING THE ASCE-TSTANDARD. 2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGUTAR' OR 7RIANGULAWTRAPEZAIDAV. MULL TO IX A MASONRY .... ...... ._ 2 INSTNUATION NOTES........... ..... .. 2 MULL TO MASONRY ...................... J MMLTOSTEELSTUO....__..._..3 MULLTOMULL ............................ ] NpHOR SPECS ........... ......... ...-. J ALTER WLTATE CLIPS.....................4 BAYMULLMSTAL ATON......._....4 1 X 2X.125 MUM SPELS.............6 1 X2%.JT6 MULLSPECS...._._....6 1 X 2.75X.375 MULL SPECS._._...T 1 X 2 T5 X.W MULL 5PEQ _.........8 1 X J.125X.WDMULL SPECB...._..B 1 X 4 X 125 MUM SPECS..........._.10 1 X4 X.VSTUBE MULL SPECS....11 1X4X,Ub °PMULLSPECS........H 1.25 X J.1 W X RE 5 MULL SPECS...12 U5 X 2.25 x A D0 MU LL 5PEC5....1 ] 1.25 X S25 X A24 MULL S PECS.....14 1.26Xd.B4 XaL MUM BPEGS.... to 2 X 6 X.25 MULL SPECS,........_... 18 2 %6 X.11 MULL SPECS _._,....., 18 L28X2.11 AYMNUMSPECS.... 18 90° %].26Bay MULLSPECS ........10 TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING ENDING IF THE MULLION 13 SPANNING VERTICALLY OR HORIZONTPLLY). THE E DESIGN PRESSURE REQUIREMENT ILBS A FOR THE OPENING OBTAINED 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORSAND MUSTBEMETTOATTAIN THE FULL MULLON CAPAGTY. PLE FROM THE ANCHOR CAPACITY JUBS) TABLE ON THE SAME SHUT AND USING YOUR ACTUALONDITIONIED BANCHOPJSUBSTRATUMCHORCLIP THAT BY Miun' ft&a l`�,'��S THE REp RANCHOR PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERNS NUBSTRXTE D VERIFY `�� \\ON F •', R CAPACITY IS MET, .v 7) IF THEMULLION CAPACITY(LBSIFT9OBTAINED IN THETABLE IS HIGHERTHNTHE DESIGNPRESSURE REQUIREMENT (LSS/FP)FORTHE _= Np.50%OS OPENING. YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE c ,• T 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWITH THE FINAL MULLION '�' TE F i (G CAPACITY(LBSIFT') OBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. p p,%�\� %(.`O ., 40RN„ 9) HIGHLIGHT OPTION USED AND TABLEVALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT: \,C ��/MuRIiiAlca Et[ DETAILA: MULLION TO 2X WOOD OR WOOD FRAMIN EAMwIDOR OFFSO HE CUPWWLL ST WYBE THIS NETHOD 4 e THIS METHoO. < is EXTERIOR MULUSN SEE SHEETS RI-YBFCRHOLE LCGTICNS rIwm Fm uMu U.NS SIDE VIEW FRONT VIEW INSTALLATION NOTES 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 REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE%HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COVNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELOO ULTRACON OR ELCO 1/4• S,S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION MULLION ATTACHED TO IX eucn9TRiP TYP. mcm. WOOD BUCK AND MASONRY AN) SE SEETA91ESIB.IBB (STANDARD CLIP SHOWN) MTHERS SEE NOTE I. I SHEET I. II % 1 '• L' MIN21KSI•, EGGE Q CONCRETEORCMU �OIStANCE. SEESEETABLE9 EOGEOISTANCE 1B40 _e FORMASONRY �jf ��l• �. NICHDR9 SIDE VIEW n a ERHERTHE. ON Ne OFFSET MULL CLIP M4YBE EXTERIOR STAL IH Bv THIS ..THETHCO. GCE C 019TANpE MASONRY ANCHORS \ a \ J MICHNR9 Y TYP. ANCHOR PER SUBSTRATE, SEETA9MSIB-IBB BULKSTRIP MD ATTACNNENT T BYOMERB, EMM.NT SEENOTEI, BNEET 1. MIN2.11y� IGONCRETEENCMU HFR0 MIUNJHEe ImwwCmw ,_ I/ IIII p�\QP�4 LYNN 4,,714��G. No. 58705 — N DETAIL E: ti 1zs,wN MULLION TO MULLION p % DETAIL C: INTERSECTION NOTES. miid MULLION DIRECTLY ATTACHED TO (U-CLIP)MASONRY STRUCTURE 1 TMAY ERSIE INSTALLED IN TEE'OR'CRO53' (STANDARD CLIP SHOWN)-�INTERSECTIONS. A 21 MAY BE INSTALLED HORVANTALLY6X Y!!' 1� (SHOWN) OR VERTICALLY. I c H u ERHERTne I a[a SUBSTRATE, r 3)SEE U-CUP DRAWINGS, SHEETS 21-23 44 m $TANOMO SEE LPBlE51&1]B N 2 aFFSEi MUu j TOP VIEW FORCORRESPONDWGMULLION. Z m N I I EOCE015TANCE MULION O THIS MET.C. _J F I� FOAMXSONRV VNtlESy�I J DWI ANCHOR6 XI]SIEEL 6fAEW4Of J x BELUMMOUSESUSDR4L UU S N NUWONANOUSE SLIS W ' MULLION F Z MJ j �` EXTERIOR °° n j , y i EOPLUSOHRV ��OISTAXGE SEETABIES MINVN51 RETEORCMV MN].TKSICIXICRETEMCMU 15-139 O_,�. SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLORESSMG ORSTUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FORNOTORIAL REPRESENTATION ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TOTHETABLES ON THE FOLLOWING SHEETS. FOR DETAILS AO, EITHERTHE STANDARD OR WTERIORCLP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL C, SHEET 3. , 5) FOR MASONRY APPUCATIONS IN MIAMI-WE COUNTY. USE ONLY MUNI-DADE COUNTY APPROVED ELOO IILTRACON OR ELCO IW B.S. AGGREGATOR MASONRY ANCHORS. I FRONT VIEW EXTERIOR FRONT VIEW EXTERIOR SEE SHEETSIIR]EON .-ELOCATION9 EOOE MSUNCE SEET6BLE5 181]B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHI NOTES: 1) FOR 2X WOOD�BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW FL (F-CLIP) SEEDETNLSAE. SKET62 MO3 F. INSTNIATION IS SPECIFIC SDDSTRATES EXTERIOR EXIERM O 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X 2.11'X A25' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, DETAIL G: DETAIL H: CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O 0 O V0: TOP VIEW 2 PEA MULLIDN EN D. I AIST EE INSTALMD INSME CF 6AV MULL NOTES FOR INSTALLATION OPTION G S R. 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE MSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-14D FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE LOCATIONS. 3) DETAIL H: SEETABLES 1S5 OR 169 FOR ANCHORQUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. P";I OWN 4A - .I- • to 5117O5 N <git 11 TABLE 1A I Mullion Capufty Tabl9 1be@] OpanIOB WItltl1 (krveNceyspMEi1G mlfore) ar OpenMB HelOht(forh9l'vellayspamlm m Alore) 60NI 60N 70N 60N Dick, IOOF IAM IIOF IWN i F2%.126 Poclupllf I°OMD Tn PIU.0 S.P.gMu LueJnB D.1m beAry PaWPAeI Lps911Np Twp . ok[4. Poc .1 uw, lYepTleM Ind'ry Mtlmelu IieplRWp u", W[lenpFel laGg$ry, T.,II'". Weds PMnpXa 0elq. be91q WMerylu L.AnO TnyMM9. Ik' Pe[lenyler Wa . Tep'Mep. Lwln9 Nam. lban gI-Ik. $8 gg� i& 8 �� g ai1. � 8gg� IIIa'aI i "�LwdN � 8k ' d Iy aT z d' 3 d a@ TyiLm1'Y s � �, � a g' & yg'I C�@yg � i'$ & 1g a�42M NL0 iN I29.6 A2 942 Us iRB =5 7R9 la I07.0 WA aM WIA 312 MI IW Iw.O 319 549 IW 1N.0 m9 a6.b 40! 1W0 319 ]a9 l06 INA vDi ]5.0 IW INA 310 312 63.6 266 B3a 312 75.E 232 0.5 312 67.0 a9.a 312 m2 20 us 312 0L0 9N 11.5 m2 9L0 2N 31.2 312 01.0 M 08 312 610 241 2].a 312 6L0 244 NUMM WA R01 l0A 211 WA 201 all NO 45.0 231 51 50.0 261 5].1 2n 15.6 mi W1 2W ]I.0 201 IOJ 319 MS 291 a93 20 2A0 261 a0.] 210 NO 291 4B3 219 61F 52a 2O 613 MI a39 2F7 49.0 Dan 31.6 247 419 32.0 24T 41.1 IN 20.2 2O WA 1& WI 241 MI IN 21.0 2O N.I IW I0.5 BIT "A In 14a 317S MF MA 2W 41.2 1I0 ]20 2W M4 1W 27A 2W 313 MA 203 220 160 21.3 2W 2EI IN 02 203 25.9 157 ID0 9W]6.0 IN DIP 1 M14-:�! m = 1M 27.0 161 30.] 1'I61 NO M7 191 24.3 IM 15.4 111 DID 1N 140 let 21.1 143 'Ftl MN %.6 10 I4.0 I05 M.1 In M.0 1M 211 tM 104 iM 21,0 IM AN ]].] iM I6.5 In M9 119 lae it IDM 19.] 1W 147 IRS LAB Imb M1 IN 1 1 Aacbar Ce ed Table an 6ubintF 2.79IX W. ],SXG . I]W."u I F9NdU PT WeM I Bklal Anchor Cllp PaBame A"[Mri1'p`' YICEXBmO[wn Ip'ED VNCOM L1E EEa YIOxm LiV Ebo lXOxm 1N•E4a WntM 1I496 Ek06'IB'EIW Am5Geb e.11 fq'66 Back. Ap Back tlOBak SID BIG5j M291M 9crtw (a918[I[6,Wj 0136kd Bak a1t..MI, f 21? 1' Bl? 3.1w 1' 21@ 1' 2-1P Y 3.Dv r 0.Y' 0.H' 0.321' ED..IM. LLI' I. r b1P 1.311' r 1414• I414• 1114' 14W till' M.' 2- 18C 1.1V I mbt 2AntMRO1.i5•Mu. o.GISYMUEtldIMPNlFP 1k ]BOW ]W Mi 00 w ptl lte 1WM 270W 2W IW BNW ilOb aib lb MII[e antic Nllb I121b S00b IAIICMn®I.IS MM O.0 I6lerdaBlu Gheq Crp (Fq.2k /SOW NIB, WA WA WA WA WIN, WA WA WA WA -A WA WRW MSIh I1MW IM[MF®5'6YM1 O.GIIRI2+SAryM O1W 1(Fq. ak Im. ?aaN OMM vol. "Is. SLOW WA 10. 74BIM BMICO 10no &2W BM Ib 1130W 3 AMA»O0L5•µn 0.G lUtlp. Fb.I2SAMin (Flit ak WA WA WA WA WA WA WA WA WA NA WA WA I XIA 115W t ArcJV IF41p IFq. Sy. ta'M 1951. n5W 445. B22W In. I40In 1114E 3,02 1e11M .BM 411. 110 We IIIIN 1eO Ns 3AreM] 1.25'MF.O.c/Fq NOW B32W WA WA WA WA 1WIOs WA WA WA WA WA Mlb IF21M NYM ) %MULLION CAP.,,o,,,u�'ANCHOR CAP.„ THIS FORMULATO OBTAIN TIRE'AHCHOR ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE RVIC.fVM1 IRC VYYOCI t.LIY, YJC IR 1 MC HryLRVIt YHIICRIYFWU NVt:RUR VKUCJ Pi IRC.)IgryUPRV I:LIY. FIGUREI: I 1 FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOT DIMENSIONS, SEE SHEETS 21.23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEN SIGNAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUP -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-A WOOD SHALL BE PRESSUR&TREATED FIGURE 4: FGURE 6: FIGURES. YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606&TS AND BE MINIMUM OF,125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK (iB GAUGE). STRUCTURAL STEEL TO BE AT • LEAST.126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&6 S.S.OR 410 B.S. PRODUCSREVISEO I n t0mPlflng wiN W Pl0rim i n9nainy coa[ CIO ® nttRp � Sap e. Im6 m10 77 MD emi Oh zi e No, 507O5 n LLI= �lij Of TABLE 2A Mullion CapacityC.pocity Table IoaM] Cpanlna Wl6M(brioardo"PercMD MWOW) al0pena10 Nbghl{br WlixanlA6ygpe1l21D mIAbW) Wln i Win ]Oln Wln 01. 1WM Iwo 1101n IW In Ix1X.3ie RKIBfyls LmUW TRIROmq (A06W§§ flLdsOn 1 i9F/fNp LW6Nq flmli II LwBIIB TB(/inrO LeYllm Nm1YOJa� Laa@n8 TIg9i0Ka LmBly P%Ia `0 IgOelm ]fdHf0el6, LoefllP PpObBJnI in(I]Mlp. Lm01ry flmIYOYIY LwAIK ildyiAOry bW§§a Pe4yIgJY TdpT11BW. lndAa PKMgYl01 L6edlq Ty6f00ra. Loklq Altmia�be ggLBe61q $Iw4p §Lmwq adh 170.0 On IN,01 433 IM.9 ON Pao dM INT MO 11700 NO 111351 WS 1W.6 6t0 IW9 ON IddQj 617 1 WB ON I IWB 511 IS.T OR la. 511 %9 W1 1¢bB 61T W1 WR 1%B 61} OM 1R1.6 Wl tW0 NB 101.1 W] 1181 110 W.0 WI IWI dW 190 WI 1MB ]W BTa SOI W.B 0B1 WB W1 W.0 TA 60i BOi W.0 iW H.d W1 W,c bW 090 6oi 930 7W WWBIn 1Wi IM 1146 NO W.4 dM WO $71 711 db WO ON Me IS! MO SW 57.6 456 M.3 WT 61.6 dW 00 X8 412 4W NO M 61.0 Ode NO NO .4 455 No ]:tl HM 0..4 MO M3 US 71.2 400 WA NO 61.0 IN 72.1 M2 pA 4W ei.2 $18 47,5 IW WO 313 MY 400 613 A14 NO 400 Bid 313 NO 4W 61.6 311 R0i dW did N] WN Me M W0 1M 61.0 =4 6T.S NO 415 YN 51,2 MR NO M 409 2811 NO M d18 25T 31.1 9H 120 NO 160 YN 10.6 253 =2 N4 day 'dl 115 3N 406 "I Win NO RBI RA NO NO M 49,2 RIB W4 'A1 43.0 NA TJ.B Al NO 13I NO 294 T.1 RM 39.B u N2 24 31.4 1H M.5 NO 19.2 $1 334 AN 1&0 R& 83.4 PO ' Wln tl0 SW a9.6 N3 NO M 424 NO NI 2m 3'.. =1 .2 SW N1 11. NO YW 01.8 215 N.4 NB NO 212 105 26B 20.0 210 le.] 2W 21.1 NA 116 1W RI.T 3O9 Rln *0 Yb 5'.0 1W NO NO M3 1, 46] ]$ Wd 1W T2.5 NO 2S0 1W NO NO N6 102 160 NO NI 1W t40 M N1 III YLB NO 18.8 176 11.2 NO 19.6 176 IBBI W.e SW NO 1}f SS! M! 212 115 2LB 2W 110 1I0 192 M 11.6 I11 1].0 %2 19.] IW 1B1 NO 1B4 10] 120 %B 10] 1W IOA M 1&B tY &0 NS 160 IW MN 28,3 1Bl $0 1M NO 1W 351 1W N] iW 'f10 IV 11.] iB3 191 1" 1ST 19t 161 151 11.3 1Y! t6.6 1% lAB 1W 15.1 151 Ni 1M 144 IN 88 IN 112 IN Win 166 1H 1B0 IN 1.4 IH i6.1 136 Wln 163 1N 190 M3 TABLE 2B And wCa aB Tabb Ida BWVMa', 21aC .d ABBCme. IMYw (Nu FFM MU Pf Mebl Anchor Cllp P011ame AmMITYW: YIB'EIm UItIKmk.AI m MIVElm Ua1Krn NI6'Elm Hlnem IM'EIe0m0um IB•69 FJm AWlerylY M16'Ekd NUKm VC630I. AWILH90 YIOS.1 9e1dw105161-05) FISBMN 01251M &.0m) EdglmFYrce(WAWIh3ww rR 31R' P 2111 1' Yd? Y SUY Y EmW.1m(nkVI4' Y t-111' 1.11Y 1-116' 19B' Igll' 1-IH' Y hV0' 135 SMOr43 1.15'M'n O.C.I8NMN01p1e1 Wp(Fq. tkM 1H4. 21VYn 2WW 364.1 II S111b !Hb WBltn4Me 01.15-dI O.GtmaWdOdrMektlb(Fq.2YMA WA WA = WA WA WA WAWe0WLBWYnSW IBB SWM WA TWIG HBIM NO" I093bIFq. dl:A NIp WA WA WA NIA WA WAYe IN 02]Ida I35W 110Od 1N]i01G IBIIG SY(14e I101G2 AIchnF 1.IY MR, D.01 I. F..1'pA NIA WA 1W IG WA WA WA WA WA lips IS In [Wbd VOTE; FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUE FIGURE I: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE B: +410 TABLE NOTES RESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR WHICH MAY BE USED TO QUALIFY 4L ANCHOR OPTIONS FROM THE :APACIW TABLE. 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 1.000' 21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENINGWIDTHS LS ALLOWABLE, f 3) MULLION MID MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-N. 20 , HOLES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. LB FIGURES SHOW SUGGESTED, APPROXIMATEHOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AN 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '31V CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM DSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH MSG OF 0.55. ALUMINUM SHALL BE 6061T6 AND BEA MINIMUM OFAW THICK STEEL STUDS TO BEA MINIMUM GMDE33 ANOB45- THICK (18 GAUGE). STRUCTURAL STEELTO BEAT VX T X.3W MULUON LEAST.126' THICK AND MO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&S S.S. OR 410 S.S. �\"oNy LVIJ?/ 4V/ O is / Ra. 56%OS A. LYNN MZEFI, P.E. FL P.E.# 58TM BIG lA Mullion Ce ec T9bte eAts -_--Owlm I lA m DAM IC mullcln) or Openln9 XetBIN60rroAmMPly-SpeMnp mull") WN 12061 1 How IWF 1R216 ]I RlciAnmlr U.N hg d-A 1NAre PM.'", L6eCnp Tny]LellO. W6M -do) p'MerO- Soon,; Px IpMr IcaJM RNATY.w L.&O R+Nor Uomo TnyTOro. LmOre RManOuly LmMB Nonl-,. Lool RaurSd Un Rp!]nen0. Uoda, ReelupAu L d,p Tn]lfnory La PatmpAn UuN tteynlen0. L S, ATSAlum. To 10 i I a I III I h ! h 11 11 f I I h I I h I I I I I 1 (I2F7 BM R00 115 IN.O ]N 110.0 Ilb I10.0 B6f f]0.0 'AB 40.0 t f ,fl 0 619 1100 1116 1]0.0 631 IMO INO 110.6 01 HA] I301 1]0.0 521 ITi.6 IMI 1700 621 111.E INI 170.0 MI q ✓t11.LIj ]W 1".6 524 in 6W 1700 151 1]00 AN 1Tn0 69 Nti 4113 HA 061 I51.8 IISB INA 6IT INS Ina ITAO BW 113A 1139 170.0 An 0.6 1Ff9 i70A AM 85A 1139 1]OS NO •A,839F ]Il IM.O N1 INA eID 1N.0 6]I %TA ion 1i0.0 ASS, 10.5 ION 1]0.0 733 H0.5 401 110A TAT 11TA ION IMA ]M O1.9 ION 1T00 768 0 S IOR 1]00 NO t]A ION 170.9 ]H NN JtU9 767 170.0 012 161.1 WT 170.0 691 002 AN I647 T30 1N.B W 151.E In 10TA 907 145.0 ]H KA AN 141.1 T10 50.0 p% 1100 709 0.1 Wl 1400 IN 60A NO I0.0 US PoF ]N IRA AN IP.B TN 1NA $11 1NP ]N 116.0 NO IAS TN 10,2 6Po HIS ]N W.b MS 70.5 NO US 570 "a 1N 01.8 MI MA iN 81.5 fill 11.1 ]N 91.8 614 NN 6M INA 570 1019 AN 1114 NT 97A US DOS NI 761 AN 80.1 bS N.] BM NA Ni 0.9 AN MI 6N 50.0 M0 158 N1 06 AN T9A N1 35..1 AN S.A 521 NN NSA WT INA AN N.5 N1 ".1 A1, ]5.] 6In N.0 MI IB.3 NI 11.1 IBS SGA BSl ]IA IN A].0 M] B1A 1A1 IA2 fiW NA qA 3]B W1 62.] 414 N.I AN 0.7 ITI ITN U8 610 NA w] N.0 610 A.0 IH Ae.3 10 N.] 138 N.0 610 9.9 IIB IN 510 N? 113 IO.e 610 N.0 IN HP 610 08 1bL 293 610 111 ]W SSA 510 11.3 NO IS 0.4 IM no 40 61.A IN 60 3PL 496 4N ADA N! NA AH US 'RB 30A 40 NA NS 31.1 4N 41.6 NO 25A 40 ]].i N2 ..A IN N.0 NO 31.1 IN N.i NA NN Al 4N N.0 351 U.5 4N NA 913 45.9 IN 49.8 ]N ".1 4M 0.7 SO 3fi.T 4M 40.0 US 311 4N 11,1 351 'N,o 4S NA NI NY 433 US NI 20.1 IN N.3 31A Win 41.A ]N N,1 20 US 32T NA US N.0 SN 3L0 SN 20.1 SS 211 No 23z N1 2.] Nt NO ST1 23l TN 17.4 SIT 21.0 SN 141 IN 1..3 3N Nln N.4 2N NA Si 36] RN Z. 36l ]AB RN 3AA 2IB 31A 16l N.t 3N IB.1 361 W.B 240 1i.3 N1 IB> 33i 14A 2N 18.9 IN 105h M3 N] L.] N6 W3 N1 A.1 Pot 17.3 227 ISO 1W 13.1 10.0 ip! 111N 323 LS NT IN "A113 10.1 IN ISO 215 NA IAA INN ITS I UA iW AnOh01 CO.A41 TAN. IbA Auplmle 2.iX WrcMa IS... HA.AAJ FNe10AI ATNba] MPtal An0110]CBp PAlteme Amb TYK 3'IY Eb0U1AAc9n Y4'Eke llllncm YIS'Eko UINem Sir EIco UlOsm 111'Eko Wncm 'A a'E" ApgeOaln Yl6'El' Nl2cm IIPSS EIco ANnOala i(IS e1 Binv (05) 1RBWI Scmv(0) YMAIN U.(05) E0OOeD0AN 1' ?1? 1' 3.1(( }116 1' 1' 2-Iw Y NIP I`A.N' Aw ON1' Mm EmOm11F Iy INP I..- }Y4' P 1-0/1' Ew Ltw NIP Otq• 1111' 1.110 Y i1 IY 'eme 136' Mn. O.C. 1A1.0 S, M. N.1 ]W bf 1NNe 4SO. 1WWe IM4Oa 210. WOO. SNRs TIOM NII[e mir, No IM Nib 4421. .10 I.I.iz2AneFwe I:I4 MH OG/8®n11Y6 mOAN1 p:. INb •]Wyb' WA WA WA WA MIN WA WA WA WA WA N20,! ON IW Units 4Artlnrs®a`wn'0:fltiR YAn0b J iN. 1 IN I 1.100 1 1AWb 'i0M 5O1b WA IVAN 7411m ANIIA INA. N2b mi. 11Nbe 2W.W04VMIn.O.G/Uq dIo.WY'AMm.IN Ik WA I In 1WA WA WA WA WA WA WA WA WA WA WA NIA nlin, I AIwAalFpq mq, 5k 1NEa 19516a 225M 115W 0Rb INIW 1101N 1Rb ]10b 107Ile 3321M N]W 110M .1. NAM 2AroMe I.IYM%.00IFQ N.8' HOb A50b WA WA WA NIA IWb WA WA WA WA WA 311 ps Who NO. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHDR VAWE$ AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI- FIGVR 2: TABLE NOTES: FIGURES: • 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: • F • • =ANCHORCAP_ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED, CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM OBO. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606}T5 AND BE A MINIMUM OF.12$' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LPAST.I2S THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10IS #12 ANCHORS INTO WOOD MAY BE STEEL. IBB B.S. OR 410 S.S. ,,"O ( LYI!,N �1/4 02 WEN...... No.'vG]00 it Mullion Capacity Tebla ibe1Rl J Opining WEm(forWmOoTfspdHrCnnuhin )or0 arinO HaIOM(forinlWlaeyspeMrD maliam) Mln Min ION Is 0In IWO IMM Horn lath 1x2,T6x Ric W LmWN TIgV61ub, LAW, Anlslbid0 W6n0 Tlep'llBlg LSadiN AeG1aAu Links Tlpp'rAmb. burry RMenplu WON TmpT3mI Lucia Waloan Loans BgYTOMb, Wdiry PaGenolu Lman, TIeprTranf LOAMO Anot.Na IuOkc TIq Mic, bsOry rnion al Wdng TleplrNM. LmdinO ReGena M i-Av Tlwridw, Lauding aeOAlum. ice Million gg gg$ $e gg gg 6� t§ 6� @Egg g g 8g� 420 179.01 SRO I U00 1 435 Ims 144 1700 lie I70.a e65 1140 !Oa Ind I an 1XI01 SIB I IT40 Ilia 170.0 521 troll INO I Ukoj at, 170,01 14M 110.01 Mi IML71 15# Won 521 1M0 I IBM IMO I all Min Was 10 170.0 SN Inc MO VOA M4 Via OR WILD BID 110.0 1133 IMO MI U00 1115 170.0 BR 170.0 141T 170.0 fiat NV M9 ti0.0 MB Ix1.6 H9 I700 eat t0a.] HD Dp0 fi50 641 1110 T11 MI) M] D0.0 M6 IMl MI 17MO IM 1140 MI UCI) lift 1100 TM UILS 12M Von ]b 1NJ 1#8 U0.0 10 1TI.0 JIM 1140 2M 1W.5 ISM 110.0 IM 91.4 12M Van IM MM D00 IT 120.0 612 IM.0 Ma 1MA MI 1100 1116 1140 1M 1M] 1130 170.0 M] 1830 IIN 170.0 M) IMA 11" 170.0 9% lWA 11M 110d MI M.I 11M 1700 Mt 13.3 11M I1aA MI so to IT00 SM V¢0 T01 119A MS mQC1 T51 Iris 916 14A5 Tb 1N0 015 iri9 TM ms 015 1210 TM mA BIS 118.4 iM 112 %5 V4.1 T15 M.5 BIS IIAI AS M.0 016 111A ]IS MN 151.0 m0 181.0 5 63U IM MI 1015 OW 125.2 MI W.0 Ma IM2 em eld MO M1.6 02 160 MO NA M 63.3 8M M.8 Mf Si MO 94.1 Mf OA MO W.1 Mf MN D21 1101 0 1e1 this am 04J iM last 6N 52.5 76T 001 ON 714 757 MI W M.0 751 M.1 6M SAO T9 100 M3 9.2 i3i 182 MI H.J ]Sr MA MI s TIN 101.1 aX 1W.6 0.M aL0 fib 121 eN M.1 aM a3A ab R3 MI MS BLI PB.S 6N Mf aY e2> SCB 121 me M3 500 MA BH M] 491 a14 am M.2 191 T i61n Ms 511 WA all T0A 40 0 , 11 VA Ilf M.1 all 80.6 471 OLD $11 0.5 W I11 6T1 firs I58 m.0 571 O.0 01 M.0 615 14a H1 2i.0 611 M.5 Ma S 701, M.a 512 MA M2 T0.e N! 67.1 Sp M.1 IM MA M2 551 49 4C4 W MA M2 Ian 511 41.9 43r 313 M2 42�f IM M.0 M2 106 /# 15.0 512 4.1 42, Min !21 1a1 M.1 4M JMIM 45A W 9.2 IM M6 MO 32.5 49 all 30 RQB 407 MI an MO W 2BA IN 21,7 IBT M.1 riT M.5 4m 21J 3M 18.9 Ml N.0 31f in 121 ]!9 M.1 #5 ]1.23M ri.I 3N M5 #8 2a.5 9N N.8 3M M.1 300 Its 330 24.0 3M IT.B 3M 21.0 MO 13> ]!6 101 1B1l M.e M3 2Q0 NI N.9 2M R5 Nr VIA RM 10f 2N 1e.T SM 16.0 :10 111 263 196N] all 1 MI 214 2M W.e im MA 235 1T.3 RM 163 231 1Q1 MI 18A Me MI 0'1 2M Us M5 1QT 2M %2 sit AnchorCamacity Table Ibe NION1p 216 Wlina. 10Mrbm WAMCalu MINQAU PT Yom Mew MibrypX Anchor Wp Pe04me ytY Can UILxm IH•Eko UNNm d10'Eke NVKm Y16'Eka NVxoa ilY Eko UNes 11(99 Fko iras ' dlY Eka Ullxm ANIME IAX CAa aIOBW 1116m516a12SZ') IIR 81rel 61261M Birew(651 EeW Mtlerce (nl 1' 'IF 1" 2-0R' ]-Iro' 1' R-0R'ffi.A�A Y }IIC R' Pb' 0.W' n]N' Em4dnetl Mt LYI' LLI' LV1' bYl' Y 1-111' 1-0ll' " '-Cr I-0N' Y 1.YY IS'9' wMs 1AmM®1.15'Mh O.C.151eMYaIXabeltlp Inc. 11' 4 AI 9 My MN. O.C. l 6umsa lu COO) CIA(Fb. 2i !mW 4MM ]9]IN 1%an % WA M]@l WA 1114. WA AOM WA 3MIW NAIM 9141b WA 6MIW WA M815e WA N M M3 W8 442 Na !I SlObe 1110M 4Arctttsair" .OIR)NSANNOWIffb ]T #OM iso. MOM 'WIN IMB" MO be MMM N]M ]MIWIW IN MR ko mINR ArcMn a 01Y Mn. OC. I UAb. MIN' Mo.(FaIJI WA WA WA WA WA WA WA WA WAWA WA 21E" 54' 1MEe 19!" 225Ib H5M WAN I35M 1401Me Carl. 112IN 413M 110M =1 IN2 AxMc®1.1Y Mu. 4C.I rtlm s O MO" ]bat WA WA WA WA 1W on WA WA W Nl" 412M SM" NO C: YUH Iht U9YJt1 IiLIF, USt I IIC EAMt Anl,IOIt 111Cro /AOC 4�.�CIRCLED VALUES ARE USED IN THE EXAMPLE ON sHtl924. FIGURE I: 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. FIGURE&: ANGLE CUP MUST BE USED IN PAIRS FIGURE4: FIGURE 5: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH MSG OF 0.55, ALUMINUM SHALL SEM0 T5 AND BE A MINIMUM OF.125' THICK STEEL STUDSTO BE A MINIMUM GRADE M ANO.046' THICK (18 GAUGE). STRUGTURALSTE. TO BEAT LEAST AW THICK AND Asa ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL M10 A #12 ANCHORS INTOWOOD MAY BESTEEL, 1B41 S.S. OR 410 S.S. TO OBTAIN THE-PNCHOR n- CORREBPONOWG TO PN 1' X2.15' X A5U' MULLION Lml No. SBins , a. s UB ATV Of` S/ONA1- E"" nm A, L MILLER. R, P.E. 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TABLE NOTES: FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGUREB: FIGURES: • • • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.BEE SHEETS 2-4 FOR GENERAL INSTALLATION • • OPENINGMOTHS • • • • • • • • O 3)MULLOAND ULLLICLPS SHOWRE NOTO SCA EFOREXACF DIMENSIONS. SEE SHEETS 21-0. HOLES LRNNNIUT TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW FIGURE&' FIGUREB: FIGURE7; SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI M SPECIFICATIONS AND D S�LL BE RIENTED YELLOW BLOCK ITH AN NIT SO SOUTHECONCRRN PINESHAU) S�U- CONFORM TO LCK L BE BEERAALS�NTOO6EOT EETHICK • • GAUGE).0AN OF 33PNU045NUM DS TO BEA WE LEAST ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&S S.S. OR 410 S.S. --1 Sm. �- PRODUURF.VISEO es comnlvm9 wiW Wel ;. �• � l6 r Lx, A. LYNN �ILLER, P.E. 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FIGURE 6: 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, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6001T5 AND BE A MINIMUM OF AOT THICK. STEEL STUDSTO BEA MINIMUM GRADE 33AND .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICKAND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #1D & #12 ANCHORS INTO WOOD MAY BE STEEL. 18.85.8.OR 410 S.S. ANCHOR CAP. - MULLION CAP.,o,,,, FORMULA TO OBTAIN THE'ANCHOR REQUIRED' CORRESPONDING TO AN FISSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION '(FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR ' WHICH MAY BE USED TO QUALIFY AL ANCHOR OPTIONS FROM THE -1.250'-- ^<lidln9{CoOtIg.03 B.P1nYnnDnd Q021 By Mi DYIOr Mn .�511111119 C`9i, SRI. 1.25' X 3.04' X.024' A. (FL P.E. 5870 P.E. MULLION FL P.E.# 58T05 e0b -, SON 70N WM WM 1fOM IMN MO."' ➢ s,. ..ft Rdv Xm Try1p R.O.M.r I T Nl, I P '1 . I T='R PeclupAY T•y1Np. Re[INeu TnyleanB Rxleglr l 2.4X.26 W-*Q btln0 UW" L.W., LOs1iq Lowry u.. LoeMLOe•ry be01q lmOnO LwdnO tue4iN '. 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APPROYJMA ESIONS, SEE SHEETS 21-23. HOLES TO BE HO E • • LOC FIGURE]: ®' FIGURES: FIGURES. FIGUREIO: : • : ANGLE CLIP (FIGURES356) MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCREE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT-FILLEO CONCRETE BLOCK UNIT (CIVIL) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAM SG OF 0.55. ALUMINUM SHALL BE WS3TS AND BEA MINIMUM OF.I2S THICK STEEL STUDS TO BEAMINIMUM GRADE33AND.045'THICK(le GAUGE). STRUCTURAL STEEL TO BE AT LEASTJI THICK AND A%. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 6612 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 2- X 4- X .25- MULLION Yil�:'IIGENgp '.°R' Y �`T" iJU. 53TU5 4 "n ' SATE OT A. LYI.(IJI<'v{ILLER P.E. FL P.E.N 58705 Nu01en CB eo bbb Ib•fll I Opining W OM(for eNoily-BpnMlg ISIS=)or Oponinp NtlBM(for IMRMeMspnlriFg ordoo o) No silo 7010 six I Oom 1NF I"1, 1 How Mm 2i0 X.28 Rxlenplet bWg TegNap. LwIM Rnclu'urr TMMM,. 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NIO Ap 1W IM 1Nb m014 15NIw UNION, MBW MJIw WA 1Nb )IAI> SWIM 1ms14 Ilmb 3ARM0 ]'MIrt OL./ 95A OIwIF .S tNo. ISNIw BAN. ]Im14 ]SNI4 INJW Hoome WA 15m1b H96b Hmlb NWW N10W RArc 5•Mn O.GI 'a3A I 1' tmOM Stmb INOW VMI. WA WA Nmb WA 15Co 14 WA WA WA ]E]W mbe 1]I•MIn.00IW FIa.D!'ALm. _5 WA WA WA WA WA WA WA WA WA WA WA WA 11]om1 S Artivn ON'Mb.gC./UU' tlo.R!•AYm. F .9 WA WA WA WA WA WA WA WA WA WA WA WA 2mlb 2Ar[Mt lAWMr.QCIF F 10 3NW ]mme 150W 50]b RIBIM NOW NOb SMb 1111b R114 bbb ROM W. 1A.. lit•Min.O.CIF It mlWe Imb 505W tAlb WA WA I1014 WA SUW WA WA WA IINgf NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT FIGURE I: FIGUREZ FIGURES ju NMI FIGURE 5: FIGURED ❑••.. =ANCHORCAP..• ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 250' FIGURE a: FIGURE8: MURE4..GURE1% FIGUREN: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ING. SEE S 2.4 FOR EAR LL ENGTHS OPE G WIDTHS IS ALLOWABLE. [fl • • • • '� 3)1MULLION E AND MULLIS TO BE INCLIPILLED S SHOWN ARE NOT TO SCALE. CAL NOR1EXXACTSIONAL DIMMENSION%ONS SEE SHEETS ON FIGURE r: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • CLIP 4)SUBSTPATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED (FIGURES CONCYELLOW S BLOCKUNITPINEWIT AN SO CONFORM U ASTINUM SHALL BODSHALLBE PRESSUPEAS MINIMUM OTED • • • MUS YELLOW SOUTHERN PIO BEA INSG OF 0.D ALUMINUM SHALCK(8 GAUGE). ORUCTUAL STEEL TO MUSTA TNTLESTEEL STUDS IC BED MINI AM GRADE ANO METAL ICK(1BG END LEAST SCREW EEL TO • • • • UERVW ENT LEAST.126'THICKAND A38. ALLANCHOR9 WT0 METAL SHALL FMEND AT LFA5T35Q2EW PMRS. THREADS BEYOND THE MATERIAL 9I0&#12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S.UWON. OR ILO S.S. 2'X0'X.28' "Ir. TABLE NOTES: FL P.E. TABLE 14A 7 Mullion Capacity Table IbsM Opening WIOBI (br JBMcblytpenArM mlf,l0ls) or OpenA0 Xel0htlbitlori]mla*SpaMlD W10.) win Wln 701. Wln Wln 1W In 1N In 1a0h IN. 1.38"x211" Redm l Tnwal" m Re .Wsr Tnplrlep. LowN Rwlvylo ustog MpTNq- L,wm RMa%dw Ioed"g TdAnlerN.. LNm Ralen9UY Imflre TrdVNaq. Rood uh, Ipaliq TnWNN R.Lona!!I law'g TnpTrlup. IesNre flBUupWM I.ft TngfNN L�gre 140"uln use,g napr me L0%IIN murn %Tube Mull gglnallp 5g $to $� h i €€Iw&ry glumry ggIOalVgq QIA HL1 626 MIX Me iN.R 1 M 100 410 MA I SN IMS 414 Nt 5'N 1N.0 411 01 SN 1NJ 411 ]21 No IN.l 411 Mt bS 1N.1 411 91.5 Y10 1N.1 M1 901 SN tNt tll YA MB 4M Me TJ] MS 14M S.i S!5 0.0 40 M4 BN 614 400 014 317 6}] 40J ]B.t 115 4AJ 1P6 i46 314 10.J YI 74B J11 N.6 IOi 146 Jtl J0.2 IW SA JU MBt01n 029 362 BLO J01 0}8 IBR N. ]91 648 JW lt9 S9 01.5 ffi 07.1 ]M 43T Sl N.0 PG 41.2 YE 6}8 20] N.3 34 646 S1 NA :B! BI.B S9 RB] aB2 MS N] p{ Wln 81. 918 11.1 Nl YO {eta 042 Nt 446 318 V.? 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HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-BO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 6063 T5AND BE AMINIMUM OF AW THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,04V THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. R10 & 912 ANCHORS INTO WOOD MAY BE STEEL, JIM B.S.OR 410 S.S. PPm)%ryANCHORCAP.e.� rarANCHORCAT `MULLION JSE THIS FORMUTATO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO A ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULL CAPACITY (FROM THE TABLE) OF THE SELECT MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE Mulllan Capticit,Table IhL111 Opening Wl6th UlrS VdmIysparr6r0 Indipm) or Opening Height (hrtcdwala reparonD in&=) 59NI WH ]ON WN Poln low IAF LION IPoN 3.2r30 RYUnyI¢ 1-ft RNTMp. 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I ] ISM. 11NIM 059M %bib 22Mb WA Ma'. WA IO%'w WA 1)A hs WA 1023W R%ea IRa fq FIGURE 1: F. F] FIGURE2 FIGURESr -.1 M IS ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR WFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WRH MSG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK(IS GAUGE). STRUCTURAL STEELTO BEAT LFAST.I2Y THICK AND AX ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #108012 ANCHORS INTO WOOD MAYBE STEEL, 18.6 S.S.OR410 S.S. 30- MY MULLION TO OBTAIN THE 'ANCHOR TOGUAUFY FROMTHE flu.'oe'105 A LYNN MILLER, F FL P.E.g 58705 SJUIROA, Cagitow Table Itimmel anln9 WMBI ITu SaNceMWMr6nR 00In ml#iap)OrOpanln0ROIphlpo/hOtlannis Bo In pamllM.0i01•) INN Win BON 701. DO In 140M INN 3.2V 46 RMnyly IOWN Rattling. ng R•ctelgWu a Ineen11111 Tnyln&b. usdin0 RNlapuly I mng RNATdsp L➢!•re ReNWUv Leeare TrepT6en0. D•Qna R-lows'r Were TreyMena, laeare NOIIngd.r Ware R,15te J. Loading R%hAI LwWp Tnp'TINS Fscbnpbl Lwdgg Bep'M1I-no. IgOna Pe[Ien'I. 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W.PN EON. Pi Ww] MeW MtMTyae Anchor Cllp Pahem• WIT Eko U4san 114-E. Mal. MIB•Fke Mnxm yIB'Eko UIOSM 1A'EkaVwem I/A'39Eko Pv 'ta L10EIw w1e6w VI'39 Sao PvneT.lw 610 senw M lOB /Ix Nxl NWx 103) EI231ep 6uva (OS) EEW aUImke MT'. 4 ]A!C 1' NIB' 1' E-1? P 1.II1' 3' SIIV x' O.H' EmtMINI MF 1y1' lyf N.. 1yA' 1-YP or IAIe 1-1/1' tAll' I -IN' 1-0IA' IAIA' Y fyC Iy0' .Agee R AmMe 0'Wn O.CI NS I l ]W lb q ANW IOe IIWRe 210aa 2NIEe BNM IIBNa ]L lb YAIW Neq Nlq 1 N21N SBOIM A prthn ].6•µn. OF /N'A!P Iffb.xI IN. 10Re iWb I8101w ]525q BIOq BNIM WP IIMIN L BWIM IBW IN N2q NSIb ItMIN B PxMs 211'1tin.OG/ ] L6P p / ] 11MIBe llxnlw BNIW 2NBIN xxNq WP NOILs W 1NBq WA I 1]MM WA IOi21N 1]x11N 1NSq FIGURE 1: FIGURE 2: FIGURE 3 • • • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLENOTES 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2141 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM ON. WOOD SHALL BE PRESSURE -TREATED YELLOW SOMERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.12or THICK STEEL STUDS TO BE AMINIMUM GRADE 33 AND.045- THICK (Ul GAUGE) STRUCTURAL STEEL TO BE AT LEAST A26-THICK AND AX. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL #10 d #12 ANCHORS INTO WOOD MAYBE STEEL, I"B.S.OR AN) S.S. •MICHORCAP.« FORMULA TO OBTAIN THE 'ANCHOR REQUIRED' CORRESPONDING TO AN THE TABLE) OF THE SELECTED YIELD A MINIMUM ANCHOR FRODUCTREVISED m wnivlrhu viN N<I ""`•T LYPIN /.://IOC O: Ho, 5L+705 K LTAI 5 OF $ Ia ,:x; %Pn'.. --{ Loom 1-- -y 1.000' I- f� L .37F L '375' 1'X4' Icm 1'MULLIO T5' 1'X4'X.3TS MULLION MULLION 'P-MUWON 60-SECTI N fi0-SE0ALUM. 6003-16 SECTIO M %-SECTION XBECTION %SECTION 52SW 1: .375' MIN. "111 ................... ...................... 740' It 00 2.125' 2.000' 2606ST6 ALUM LLCLIP fi661Tfi ALUM. 1 60B3-Tfi ALUM. I % SECTION .125' T %3EGTION L 12SJ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS S-M FOR THE ANCHOR O.C. DISTANCE MA%WUM ANCHOR HOLE DIAMETER: ANCHOR OIASgETER a INS'. —5125' CREATE A ' U ,376' - rX. DETAIL F.9HEET4 DETILF.SH SHEP. ET .375' CENTER 1 I ANCHOR HOLE I I MUST LIEWITHIN THE DASHED 1 � I I F BOUNDARY. SEE I SHEETS320FOR 1 — _ _ _ _ _ _ _ I I f IANCHORO.C. I DI 1 I F DISTANCE. I I MAXIMUM I I I ANLE t I 1 METER: I I I I I AI NCHOR ANCHOR DIAMETER 11116'. � 2X5 A It _ STmDARDCUP LLCLIP 5063 6063-W ALUM 606STmulvl. T5 !ROFANCHORHOLEMUSTUE TOPVIEW TOPVIEW 4 THE DASHEDBWNOARY. .........Dj? .. BEE .. Teel C C TGRI F C r:OMT I 36'BAY ECTION 1 BOeSTe PLUM. d. 1 60B1TBALUM. VX-SECT10 gyyV//�./..'Ni/`/q`/^lJ'1DJ %SECTION [[ rL I .220'J �,fiB1'-� .226'J NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GWEN ON THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS I 5' OFFSETCLIP 6W3•Te ALUM TOPVIEW III ma.i Value Poll Par Mullion; Dimension Value (in) For Mulllonl 3.68 1 Aluminum Tube AUNIon F G 1.338 MINX.624'2680 .25 X3.25' Tu0e Mu61on AS00D 'C",125' 1 ].250 S10] 1'X4'X .375 Alanlaml Tulin e'1' F G 2.825 TAM 115'X304'0757 X.e24' Aluminumam Mullbn IF 2 30 H I L500 3.259NM 2250 1.2WXS2W X.1DR A]uol'. Tube Mullion F 2815 30'Sa Mug 0750 1.50(1 F 2.B76 45'Sa MW am -Mull Chardon (IAaeta) paTparta Mullion I S14. Clip I ONael Clip UCUP M016 Clip 1'X4'X.126'(10) am I 66B111M IM110M M41M W516M 1' X F X.3T5' (11) 6"10 66M12M 66B1123M M42M E60Si6M 1'X4'X.37rVIII) SM3 M112M 6WI123M 560NIM e68516M 1.W X S26' X.100'(13) 20160 5662410M fiBfi3115M 1.25'X3.25'X.e24'I111 2O1B1 6657411M 6W5116M 1.FSXaWX.62P(15) U162 "WANA 6"IM W517M 3004ana(Ia) 66849 WA 8665110M 46 Depna (ID) 66650 Win M111M MIN. `,1' ( IINN ldQ�'r0� `ZQ%X .......... .. $ � Pia G67o5 TABLE E Mull Dimension PGT PeHtl It (sheets Mullion St0. Clip U-Clip Angl!illj ---.125' --��-125' �-12W 886271M 800Y %8'X.RS°(17) 66604 6602fi2M 0fi0272M 006STANOASIDCUPUCLIP 3X5AD AUJIABO6ITOALUM 6063-T6ALUM. BOBITBALUMX.SECTION 2.12Y %SECTION 2,000- XSECTION NOTES:1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125• .12Y L •125- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHIEST. — 2) SEE SHEETS F20 FOR SUGGESTED, APPROXIMATE {—I 490'--�IHOLELOCATIONS. . 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO 3b00• -I CREATEFG .. low .37E _SEEOETARF MIN. SHEET4 MIN. 4.000' .250' 2'Xe'X.25' MULLION 6053-76ALUM. X-SECTION U )—R.000'--( YXS'X.IS MULLION 6003-T6ALUM. X-SECTION I I I I I I I 1 I 4 _I__ _—_ —_—I- 3.430• I I i I I I I j STANDARD CLIP CENTEROFANCHORHOLNDARY.IE fi0TOPM LUM- SHEETSHE075HEOBOUNDARO.C. NPVIEW DI TAN S20FOR THEANCHORO.C. DISTANCE MAXIMUMANCHOR HOLE OUNIETER: ANCHOR DIAMETER � 1119'. SLOW CUTHERETO .376- I— 3.500' CREATE FSIm. ,375' MIN.' �Y _SEEDETAIF. f MIN. Z— I I 1 I I I I 1 I I I I I 1 I I I I I I 1 I I I I I I I I 1 —L 1 I I I I 4.00' 6.4 I STANDARDGUP 6033.76ALUM TOP NEW f .37T TOPVIEW IORHOLEMUSTLM IED BOUNDARY. SEE I THEANCHORO.C. 11.10ANCHORHOLE OR DIAME7ER. 1116' I I 5.438' 8' I UC 60naT8ALUM. USED FOR Y X 6' MULLON. SHEET IT TOPVIEW f__________ T I I I I I I I I 1 aaae• LI I 2X5ANGLECUP ORHOLEMUSTUE 6063-TSALUM EDBOUMDAHY.SEE TOPVIEW THEAN=1104. UMANCRORHOIE 3R DNMETER 4 1116'. t I 1 I � I I I I I I I I I I I 1 2X5ANGLECUP )0 Tonum TOPMEW QD2111 .YUA MIXER, P.E. FL P.E.#58705 -9EE SEE FENFS1MT10.Y OETA45, PRCWCi3 SHEEi9 pPPRWPL 2.3 4 4 MI MS. ]HEM S xa NONKlId191N WiNpy,VSM1L �C w. W^Nuvnom THE BUILDING SUBSTRATE IS MGM TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 24W. THE OPENING REQUIRES ADESIGN PRESSURE 0F+6D.01-60.0 PSF. 1) INITIALLYASSUMING THAT 1• WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' ANDWE OPENING WIDTH IS 32132+1-=W.. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 2.114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE 0F+60.014D.O PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIM. USETHE NEXT LARGER SIZE AVAIABLE FROM TABLE 3A SHEET T, THE 1' X 2.75' X.375' MULLION (LENGTH =T2', OPENING WIDTH - TN) MEETS THE DEPTH REQUIRED, NOT BE SUITABLE FOR THIS APPLICATION. PSFANDWOULD FROM TABLE 4A. SHEET 8, THE 1• X2T6' X.65P MULLION (LENGTH =T2'. OPENING WIDTH =TO') HAS A DESIGN PRESSURE OF H-727 PSF WHICH EXCEEDS WE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 US. 2) USETABLE 4B TO FIND WEANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE SOTHTHE STANDARD CUP WITH (4)N12 ANCHORSMO THE 2X6 ANGLE CLIPS WITH (4) N12 ANCHORS HAVE A CAPACITY OF 805 LEE. THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS ExOERTO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTM SUBSTRATESAND FENESTRATION PROOUCTSTO MUWON. INWIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+fti0.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BI PSF WITH ANAHCHORCAPACOYOF 636 LDS. ALTERNATV Y. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE WE ANCHORCAPACRYREOUIRED FOR THE EXACT DESIGN PRESSUREOF SO PSF: (60 PSF)X( 63_ sm 524.9LBS (MAYBEUSEDT0QUA FY910STEELSCREWSPF MTABLE40) T2.T PSF THE BUILDING SUBSTRATE IB KNOWN TO BE CMU ON THE JAMBS MOUSES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-TV. THE OPENING REQUIRES A DESIGN PRESSURE 0F.50.01-65,0 PSF. FOR THE VERTICAL MULLION, 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+11105-AND THE OPENING WIDTH IS 36•+3W l--7T. REFERENCING SHEET m THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3I8' AND WILL MEET OR EXCEED THE REWIRED DESIGN PRESSURE 0F+S0.OA55.0 PSF. IF WE TABLE DOES NOT MOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE Y. MULTIPLE MUWONS FROM TABLE 3A SHEET T, THE PX 2]5' X.375' MULLION (LENGTH= LOB'. OPENING WIDTH -OT) MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS 0-15.1 PSF MALL WIDm _ II_ AND WOULD NOT BE SUTABLE FORWISAPPUCARON. FROMTABLE 12A MEET 16. THET X 4` X.2ST MULLION (LENGTH. ROB•, OPENING WIDTH -601 HASADESIGN PRESSURE OF+l64.T PSF WHICH EXCEEDS THE REQUIREMENTS SEE FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE WEANCHORCAPACRY REWIRED OF SFI LES. DETAt FENESIMTWN SHEETS BECAUSE R IS NOWKNOWN THATWE MULLION WILL ADO T TO THE WIDTH 01 MULLED UNIT, THE ADJUSTED 0PWINGWIDTH IS 36•+36`+2`=74`. N0T73'ASPREWWSLY FROWCIS N ASSUMED. VERIFY WATTHE DESIGN PRESSURE IS STILL APPLICABLE FOR WEADJUSTED OPENING ALTERNATIVELY, THE WNDOWMWSMAY BE REDUCED TO MAINTAIN II31- A^PnPIK �- WE TT DIMENSION(35-0IM+3 IW+2`=73'A 2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR OUANTITYPND CLIP TYPE REQUIRED FORWE CONCRETE SUBSTRATE. WW S EIUMPLE, ASSUME WE POURED a+ Im CONCRETE HEAOERAND SILL ARE W WOE. IF WE MULLION CLIP WERET0 BE CENTERED WITHIN THE W. CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MICH - `SEE SEE USING THE STANDARD CUP WITH (6)W16• ULTRAC0N ANCHORS ATM E00E DISTANCE OF 24W GIVES AN ANCHOR CAPACITY OF 1050 US WHICH IS GREATER, AND ENOTH DETNLS, OETAL E, THEREFORE SUITABLE, FOR THE REWIRED MCHORCAPACITY OF 9T/LBS. �'- 6 PEHING SHEETS 2S SBHET3 FOR THE HORIZONTAL MULLIONS EIGHT FOR BECAUSE THE VERTICAL MULL W LL BE A 2'X 4' %.250'MULLION, IN THIS EXAMPLE WE WILLMATCH THE HORIZONTALPND VERTICALMULLIONS, ALTERNATVELY.ANOTHER u= MULLIONTYPECOULOBECHOSEN. 1)WE MULLION LENGTH IS 3W MO THE OPENING HEIGHT IS 3Y+72'+2`-IOV. REFERENCING SHEET2.WE COLUMNUSINGTRAPEZOIDALFRIANGULM LOADING MAYBE USED. FROM TABLE 12A SHEET 16. THE YX 4' X 2W MULLION (® LENGTH -4T, CPENING HEIGHT-1201 HASA DESIGN PRESSURE OF-1.170.0 PSF WHICH EXCEEDSWE REQUIREMENTS F0RT1E OPENING AND MAYBE USED IN THIS APPLICATION. NOTETHEANCHORCAPACItt REQUWEDOF 521 LBS. SEE OETAAS. 2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CMU SUBSTRATE. IN WIS EXAMPLE,ASSUMEWE CMU JAMBS PRE W MEETS WIDE. IF THE MULLION CLIP WERE TO BECENTERED WITHIN THE W. CARE MUST BETAKEN TO MANTARIWE FASTEIJER'S EDGEDISTANCE. USING THEMANGLECUPSWTH 3J ACON ANCHORS ATM EDGE DISTANCE OF I- GIVES AN ANCHOR CAPACITY OF 590LB5 WHICH IS GRFATFA,ANO THEREFORE ARABLE, FOR THE REQUIRED ANCHOR ANCHOR CAPACITY 0P 521 LBS. CAP I 3C. HOW I SS•.HONL I'�uDLLLENCFH�~MVU 4)F0R THE U-CLIP INTNE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCH0RCAPACITY OF 521 LBS. TABLE I26 F0RTNELLCLIP SH0WS WE ANCHOR IENGTH� 11---- CAPACITY IS IOU US WHEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REWIRED ANCHOR CAPACITY REQUIREMENT OF 521 WEL WE aPISIM INFORYERTIGlw1LL ANCHOR TYPE IS A AI2 STEEL SCREW. FROM WE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +161.7 PSF FROM WE VERTICAL MULLION; +1-170.0 PEE FROM THE 3W HORIZONTAL MULLION ATTACHING TO CMU: +1-170.0 PSF FROM THE 38` HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+1-SH.T PEE AND WOULD APPLY TO ALL OF THE MULLIONS. 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 ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. uRODUCTREVISED comply' 'SI III FMHm �", 0 Ll.TN , CONS Qom;• a e'':��' Nru. !iS/OS ' I14 I9:�14 Z. '. OC.. S AIf-.0 J in%% III// I!� ' �� r__ __mil ow,§,Imr4o, �PAF i 01 � !'?A its, EIIIIIIIIIIIIii LOADING OFVEFTICAL MULLION LOADINGOFWRTICALMULUON ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZOWA.MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAJ. MULLION 1 1 I I PW PWL I ===q- 1/ 4 1 � LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: � a SGD LOADING OF HORIZONTAL MULLION PW / PW LOADING OF (2) HORIZONTAL MU W C j o HINGED DOOR I go ILL,� (DING OF HORIZONTAL MU L Y , nnniun nc NnC1�nNTA1 IAI II I InN LOADING OF VERTICAL LOADINGOFHORIZOMPL MULLION MULLION ��fill f �� it LOADING OF VERTICAL MULLION J W� •. �i do y H• Q rn `o 0 g $o p PW N (9$ Z_ 8 a a 3 0 0 a $$r w ' SHIDH ems$ Ed'LOf LOADING OF HORIZONTAL MULLION NOTES: _:ACAUMRUVISED wmP1YIn{ WII, WOFWids t)DRAWWGS ME Building Code RERESENTATIONSOFTYPICA- Aa ll Nu p� CONFIGURATIONS. f om QF CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM IT Mien" nPry . ' THCSESHOWN. '— CANNOT M.. ,[[�9 RO • 4`OII`yE /� REICTANGU WGIo D) SEE PRODUCTS' APPROVAL FOR f'°• Na'.U705 •'. ACTUAL ANCHOR LOCATIONS. A (FL P.E.# 587 FL P.E.%58705 Florida Building Code Online Page 1 of 3 iS "a- BCIS Home i Log In § User Regstra6on j Hot Topic Submit SurA SWM & Fads Publications MC StaN ' BCIS SRe Map i Lmks search �ria� Soho, gor)j -jr i M Product Approval AS tee; -USER: Public User 43NNNr)c R P9in.® 1 arMmt APrm,,s Meni>Pmduttnr APolicnfion 5earch>nuolication list> Application Detail SCANN FL a FL239- BY EEEB 2 8 2017 Application Type Revision St. Lucie CourYF�R'��TTIr,� Code Version Application Status 2014 Pprave St. Lucie Count, F L *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by Me POC and/or the Commission If necessary. Comments Archived ,.._ Product Manufacturer PGT lndustrlEs Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ex[ 22316 drua*@Pgtindustries.com Authorized Signature ]ens Rosowskl j rosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 EA 21140 ]rosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Wind ws Subcategory mgle Hung Compliance Method Certification Mark or Listing Certification Agency Miami-O lde BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Staimi TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Data Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS lBu8CAEm... 2/22/2017 Florida Building Code Online Page 2 of 3 of Products -Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FI,ZZ2 R24 �._AC C 16-0505 02 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL239 R24 11 16-0505.02.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third! Party: 239.2 ISH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-m612.120,0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 II 15-0612.12b. odf product performance Information, anchorage details, and anchor type, Verifietl By: MiamPDade BCCO - CER (size, and spacing information. Created by Independent Third Party: Evaluation Reports 239.3 ISM-600(Non-Impact) Created by Independent Third Party: Aluminum Single Hung Window, Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.OS:pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R24 11 16-0114.05.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Wintlow Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0214 06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 1 Design Pressure: N/A Iation-1 It cU Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, Do eftfletl$y41Oami40ade:9CC CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-07I4 01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 11 16-OT14.D1.odf j product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ;size, and spacing information. Created by Independent Third Parry: Window Approved for use in HVHZ: Yes FL239 R24 C CPC 16-0714.0LWj Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 11 16-0714 02.odf product performance information, anchorage details,and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Certification Agency Certificate ! Approved for use In HVHZ: Yes FL239 R24 C CPC 15-0612 11 LMI.Od( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 IT 15-0612 11 LMLodf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 10 5MLridf -Approved for use outsideHVHZ: -Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes IZ/06/2012 Design Pressure: N/A Installation Instructions : Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 1. 15-0612 10 SM'.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER !size, and spacing information. Created by Independent Third Party: Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquS 1Bu8CAEm... 2/22/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 IT 16-0214 04.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.03.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R24 IT 16-0714.03.pdf Product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports L _ Created by Independent Third Party: — m Contact 05 :: 2601 Blair Stale Road, Tallabassee FL 32399 PM1one: 858-OBJ-1820 The State of Florida is an AA/EED employer. Copyright 2002-2013 State of Florida.:: Prlvan Statement :: AccesslbllRv, Statement r: ReNnd State Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records rattiest, do not send electronic i his entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 onda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The an email address which can Product Approval Accepts: S ® -�®—' mo e .ecurii`�atemiuCs° � F.S., please http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquS 1 Bu8CAEm... 2/22/2017 MIAMFDADE hRAMI-DADS COUNTY 1® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 118o55w26Sac,t Room208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,.w.a,lan,laaa�,eevrzeoaan,. PVT industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable miss and regulations governing the use of construction materials. Thu 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 AIR (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 Contra] 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 " 1-700�Alumioom Singe m Wind0 i. APPROVAL DOCUME IT ra rrig'N1. 404 - rted 411um mg rg Window, Impact", sheets I through II of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufactumq signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptancenumber mhd ex' bndatcb. h diami- d my Product Control Section. MISSH.E IMPACT RA Gt Large and 8ma11Missilmlm acBResism t. LABELING: Each unit shall rear a permanent label with die 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 data 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 ofNOA. 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 NOAN 15-0519.08 and consists of this page I and evidence pages E-I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 8{jgflip EAtpina vaalM-240026 arch26,O�glfu&01 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted mrderNOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040.20, titled "Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/05, with revision F dated 05115116, 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® NXTaTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, ItL-896S and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and scaled by Edmundo Largaespada, P.E. (Submirred ander N0A No.07-0322.06) 3. Test reports on: 1)Air Infiltration 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 an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. 1711-4958 and FTIr5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) Manuel Per E. Product Control NOA No. 16-0 er 71a.ob Eaplrntion Date: March 26,2021 Approval Date: Augmt18,2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08111105, signed and scaled by Edmundo Largacspada, P.E. (Submitled under NOANo. 07.0322.06) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FIT-4649 and FTL4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24 t 1.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FCL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08110/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) { ManuelP s, .E. Product Control +a finer NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: Auaust18,2016 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-56 Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5o Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted underprevions NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTII 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08110/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chords, P,E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Manuel Pe ex, M Pro duct ControlE am' er NOA No. 16-0714.06 Expiration Date: March26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. SYt6" UUNblb OF (2) LITES OF 1/8-ANNEALED GLASS WITH A.090" KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) SAFkEX:B B INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/W ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C, 511V LAMI CONSISTING 0: (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVS(BY KURARAY AMERICA INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH A.090" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC,) OR.090'SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/1V ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116" LAM) CONSISTING OF (2) LITES OF 311V HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13110' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAM[ CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB(BYKURARAY AMERICA, INC.) OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) H. 13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A X90" KURARAY BUTACTE �BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITE$ OF 3/16' ANNEALED GLASS WITH A .090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA INC.) OR.090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16- LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED CLASS WITH A.090' KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116- LAM[ IG: (1) LITE OF VS' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF W16" HEAT STRENGTHENED GLASE WITH A.09W KURARAY BUTACITE PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI 10: (1) LITE OF lW ANNEALED GLASS, AN AIRSPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 116" ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB(BY KURARAY AMERICA, INC.) OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. STANDARDS USED: �2014 FLORIDAEUILDING CODE (FBC), 5TH EDITION �ASTM E130009 �ANSVAF&PA NDS4012 FORWOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 -AI SIS100-0P52.2010 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTL-4646. FTL-4647, FTL-4848, FTL4849, FTL-4650, FTL-4651, FTL-4723, FTL4957, FTL4958 AND FTL-5053. ANSVAF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10, FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 f/ ;ns Ro. BOX 1520 A. LY14N'MIL'LER, P.E. NOKOMIS. R. 34274 1Rr;my Oarcr SM00 NTS i ✓ it 4040.xF 20 FLIP.E.N 56705 1/2" MOM. GLASS BITE Part# Description Material 71 Kommeding 4SGTPS Spacer System 72 IQuanex Super Spacer nXTWith Hot Melt Butyl See this Sheet for 73 IQuanex Duraseal Spacer Matedals 74 Cardinal XL Edge Spacer 3� 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS _ 090 PVB INTERLAYER 090 PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 3fl6"ANNEALED OR HEAT STRENGTHENED GLASS 5I16° MOM. 7116" LAMINATED 5(i6" LA "E6'GL•ASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or X7GL�ASSBITE � 71_74 EXTERIOR INTERIOR1 (ALL SECTIONS) "P B'= KURARAY BUTACITE 1/2" NOM. PVBINTERLAYER 46 GLASS BITE er SAFLEXnPVB NTERLAYER BY EASTMAN CHEMICAL COMPANY 38 7016NEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHEN ED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASSft13fWNOM. 3116" ANNEALED OR HEAT STRENGTHENE D GLASS 5/16' LAMINATED 7116" LAMINATED AIR SPACE AIRSPACE 1(B" ANNEALED OR TEMPERED GLASS1/e' TEMPERED GLASS 13/16" MOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/1( LAMI IG GLASS W/ 7/16" LAM[ 89,90 or 91 STRUCTURAL SILICONE FOAM WITH DESICCANT XT. KODISPACE is 4SG TPS SUPER DURASEAL® XLEDGET. rn SPACERONXT'"' .e SPACER "T SPACER O TECHNOLOGY ORNE N. K0. BOX 1529 b GU V� P. MIS, FL538 NOKOMIS, FL31210 VY/EIy 8ettn aRl� EA AL 2 s 11 1 4040-20 IG OUTBOARD MAY BE LADED TO 3116' NO CHANGE IN 3N PRESSURE. ``I�lillilll - 1 JETg �6 MSG r A. lN L ivlll.'P.E. FLL P. P.E.# 5870 56T05 1III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HUGH 66" 68" TO" 72" 74" TABLE 1. 76" "ILAIBWANN+BO.Oi A,B,M +80.0 -80.0 -80,0 +80.0 +B0,0 -80.0 +80.0 -80.0 +80,0 -80.0 }BOAT f80.0 +80.0 .80.0 +8D.0 .80.0 60" -00.0 +80.0 -80.0 +80.0 410.0 ,0 - .0 +80,0 .80.0 +79.0 -79.0 62" A,B,M +80.0 -B0.0 1 +00.0 •B0.0 +80.0 -80.0 +00.0 50.0 +78.8 -78.8 +77.3 -77.5.43 +75.9 -75.9 53118" -ABM +80.0 -80.0 +80.0 -8D.0 +79.6 -79.6 +78.2 -78.2 +76.9 .76.9 r75.4 -7 +74.0 .74.0 UP T063118" G,D,E,F,G.H,LJ.K,L +80.0 .80.0 1+W.0 I -00.01 +80.0 1 -60.0 1 +80.01 -80.0 1 +80.0 1 .80.0 1+B0.0 -80.0 +00.0 -80.0 & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION NGED WINDOW TIP -TO -TIP FRAME DIMENSIONSWINDOW HEIGHT GLASS TYPE 383/8" 44" 60518" 63" 72" 74" TABLE 2, 76" EFLANGED A,B.M +80.0 410.0 +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0A.B,M +80.0 -80.0 80.0 .80.0 +80.0 410.0 +79.9 -79.9 +70.0 -70.0 +7.0 -70.0 +70.0 -70.0 A, B,M +80.0 -8D.0 +80.0 -BD.O +BOA -80.0 +7fi.9 -78.9 +70.0 .70.0 +68.6 50.8 +67.6 -97.8 A.B,M +80.0 -80.0 +80.0 .10.0 +80.0 -900 +75.0 d5.p +68.0 58.0 +68.7 58.7 +65.5 -65.5 ,E.F,G,H,I,J,K..L +80.0 .80.0 +80.0 -80,0 +80.0 -80.0 +80.0 50.0 +70.0 -7D.0 1 +70.0 1 .70.0 1 +70.0 1 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINOOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 17118" 2211116" 1 283116" 1 33314" 1 395116' 4413116" 1 60318" 6616116" 1 +80.0 1 4D.0 1 +80.0 1 -00.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 -70.0 1 +70.0 .70.0 1 +70.0 -70.0 1 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. FTL-4647, 4648, 4723, 4957 FR4647, 464B C. 5/IW LAMI -(IWHS,.090,1/6'HS) FTL4847, 4648 D. 7/16" LAMI- /16"AA90, 3/16"A FTL-4645, 4885 E. 7116" LAMI - (3/16"A,.090, 3/16"11S)FTL4845 F. 7/15' LAMI - (3/16"HS,.090, 3/16"HS) FTL4645 G. 13116" LAMI IG-1/8" T, AIR SPACE, 5/16" LAM[- 1/B"A,.090,1/B"A) FTL-4U6, 4723 H. 13/16" LAM] IG -11W T, AIR SPACE, 5116" LAMI - (1/8'A,.090,1/B"HS) FR4648 L ISMS" LAMI IG-1/9" T, AIR SPACE, 5/16• LAMI - 1/S"HS,.090,1/8"HS FTL<64B J. 13116' LAM[ IG -1/8" T. AIR SPACE, 7116" LAMI -(311 WA,.090, 3/16"A) F7L-W9, 4650 13716"LAMI IG-11V T, AIR SPACE. 7/16"LAMI-(3/16"A.-M. 3/16°HS) FTL4649. 4650, 495E RK. L 13116" LAMI IG -1/S" T, AIR SPACE, 7/16° LAMI-(3/16"HS,.090, 3/16H5) FTL4649. 4650 M. 13/18° LAMI IG - IlWA. AIR SPACE, 5/16° IAMI - 118A,.090, VrA) FTL5063 MEETING RAIL HT. "K' JH °O" HT. MEETING RAIL S�q,SH tW HT. •O• MINUS SASH HT. HT. MEETING RAIL �m41-, NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE +64:085F-ORiOWEft AS_SHOW-T� NrI�F�1i LES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS, 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 51B' MINIMUM TO 38° MAXIMUM. 4. GLASS TYPES C, G. H. AND I MAY BE USED IN SASH ONLY P.B. BOX 154 N"6OMIS.RM74 SHM I NTS 1 3 + 11 1 4040.20 A 52118' MAX. I.F. WIDTH 496V MAX. FIXED DLO (ALL) ]5"MAX. SEE DLO I.F. TABLE MAX. 1 387/16 EE DLO TABLE %S MAX, SASH (ML — 481/4'MAX. VENT DLO (ALL) DETAIL A 1!1 B� — — 75° MAX. A A I.F. / HEI HT 76° MAX. FLANGED HEI HT x j TE NO 4 DETAIL B VIEW (STANDARD SASH) E--i 75° MAX. I F. HEI F. HT E-J HEI H( EE DLO SEEDLO TABLE O STABLE 0 1// 76° MAX. 76° L FLANGED L F1A HEIGHT HE 20° SEE DLO TABLE x 20° EE DLO TABLE X j SASH j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET T FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON A THREE OVER TWO FORMAT. v.a.B .lm NOKOMLS WN SH DETAIL C 4 a 11 1 4040-20 I" A LVN6I U,ILLER. P.E. {�-2.784-1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH. 1 INSIDE INSIDE MAX VENT DAYLIGHT OPENING 31 MAX. FIXEDLITE 7, 8 OR 17 DAYLIGHT 25 OUTSIDE SEE NOTE ABOVE ULTRALIFT ONLY 1 I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING r MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 48 HIGH SILLA2.330SILL HIGH SILL HEAD N.V NICE, R. A275 P.O. BOX IM NOKOMIS. M 34U4 Sx I Half 1 5 + 11 1 4040-20 TE: BALANCE PARTS USED 5ED ON SASH WEIGHT 10, 11,15,10 A. LYNN MILLER. P.E. ITEM DWG# DESCRIPTION PGr# 1 4002A FLANGE FRAME HEAD 612225 2 1165 #8 X 1.00D QUAD PIN. SMS 781PQA 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 012244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8°, SIB', OR 1"" 10 1080 BALANCE COVER,-IM'OR SIN" BBALCVR816 11 #8 X.750 PH. PN. SMS ]B34AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 FOBS/1086SASHTOPGUIDE 42604 15 08XI PHILLIPS FLATHEAD S.STL 78X1FPAX 16 1080-0 BALANCE COVER, 11N6' 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 26 1235 W TP.,.170 X.270 BACK, FIN SEAL 67S76G 26 1096 SWEEP LATCH 71096 27 1016 #S X.625 PH. FL. SMS 7656 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4D08 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1822 SETTINGBLOCK3/3E" X 25/64'X 1" 71 222K 36 1052 LA"A IGSETTINGBLOCK I'X3/4°Xi/16' g 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 8TP247WK 38 1225 VINYL GLA7 BEAD BULB(THIN) GTP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 640393 42 404413 GLAZING BEAD, 5/16 LAN W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7N6'LAMI 64222 45 985C GLAZING BEAD, 7/16"LAMI WGRILL KIT 6985 46 4067 GLAZING BEAD, 13/10"LAMI I.G. 64067 47 4071A FRAME, I. F. HEAD 64071 48 4072A FRAME,I.F.LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4014B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 63 FOBS SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR. B VER.) 61014 58 1630 SCREEN CORNER KEYWRINGS 71630 57 1631 SCREEN CORNER KEYW'OUT RINGS 71631 58 ton SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K r.o.OgxI m NOKOMIS. FL 34219 �2.784 1. 30 062 4T FRAME I.F. HEAD #4071 A. 6063-T6 48 FRAME I.F. LOW SILL 04072A, 6063-TO 1-2.374� 2 4062 NOM THICKNESS FRAME, I.F. JAMB .F. HIGH SILL 50 440748,6063-T6 A, 6063-T6 (USED AS RADIUS TOP HEAD) ARTS LIST ILIUM. SINGLE HUNG WINDOW, IMPACT a +aw swse NTS 1 6 + 11 4040.20 A r�--2.784 F 2.830 1.363E l 082 O FLANGE FRAME HEAD #4002A, 6063 T6 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) -.{ 1.342 .062 I�5 21 FIXE ID�-M-En�EITING RAIL 94054A, 6063HD-T6® O FLANGE FRAME SILL (LOW) #4003C, 6063-Tfi 1 .062 A9D r 1.513+1�.738 .040 STOP SASH STOP COVER OSASH 94025,6063-T6 17 04053, 6063-T5 r-2279--{ T 17 23 SASH TOP RAIL #4006C...fi3H5-T6 i 2.784—"1 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-TU I�---2.326----1 2.838 .052- Il �2326�I 979 862 Cl ENTIRE or 47 I.F. FRS; SEALANT A I.F FRAM JOINT 5 Or 5L Or SEALANT OR GASKET ' \ 7�- AT HEAD AND SILL V I VIEW D-D VIEW E-E VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 -"-I t.185 L- .87B t.096 1 -T .B62 1.349 GLAZING BEAD. 5/16" a94039B, 6063-T5 31 SASH SIDE RAIL #4008. 60B3-T5 28 SASH BOTTOM RAIL (LOW) #4007, 6063-T5 1� O50 I jl t 12 .678 1,098 666- I--�{LLL�� T O GLAZING BEAD 7116" 04222,6063-T5 68 SASH BOTTOM RAIL (HIGH) g4051A, fi063•TS P.O. WX 15m NONOMIS.l N2. .05D-- II —I 1.115 1 -T 45 GLAZING BEAD 7/16" #9BSC, 600-TS (USED WI GRILL KIT) SH7W i .050-f-LL 1.096-1-�.I 42 GLAZING BEAD 5/16" #404413, 5063-TS (USED W/ GRILL KIT) set 3 oso 11.097 GLAZING BEAD, 13/1 J #4067,6063-T6 ?AME CORNER DETAIL ING WINDOW, IMPACT m+ w 7 n 11 4040-20 A. WELD ALONG BOSS (2) NNHOR NTITIESFOR Ill FLANGEDIUy1NDOW5 TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 t40M= 46.603 52.603 68.603 64.603 `76LW0jR ANCHOR TYPE: GLASS ONZ U 0- zP+pNZ U U zm�N2 U O`ONo U z'ro, U O`ON U ZP�D�,z U O`ON U zmoNz U O`ONo U Zmp�,Z U O`O� U 'Z P50NZ U O`O U Z WINDOW NO O`ON U U 0`0 U U U U U U U U U U U U U U WIDTH TYPE 3 3 C,D,E,F,G, 1 1 1 1 1 i 1 1 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HK,L 121111112111(22212222I2222222222222222�22222222321233 19.125 AB,M 1 1 2 1 1 1 1 111 1 1 2 i 1 1 1 1 2 i 2 2 i 1 2 1 2I2 1 2 2 1 2 2 i 2 2 1 2121 1 2I2 1 22 1 2 2 1 2 2 2 12 212 2 2 212 2F3 212 113 C,D,E,F,G, 1 1 1 1 1 1 i 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 1 1 2 112 112 Ili 2 2 1 2 2 2 2 2 2121 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 313 2 2 313 24.000 1 1 1 1 1 1 1 1 1 ARM 212 212 21212121212 213 2 2 2 2 213 2 2 2 3 3I3 212 3 3 112 1 i 112 112 1 2.112 212 112 212 212 C,D,E,F,G, 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 1 2 1'2 2 2 2 3 1 2 2 2 2'3 1 2 2 3 2 3 2 2 213 213 212 213 3 3 2 2 313 3 4 3 2 3I3 2114 313 4 4 32.0001 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112122I2231222231I2232I321223232223332233343I233343[344 , 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2I2 112 2 L2 213 112 213 2 3 212 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 213 313 3 4 3 3 3 4 315131314141 37:0001 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 2 kAB,M !2122I2231I22I32 222.232I22J3232I3233I423333433I 315'33F 79, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 40.000 221 2222 3 2122I3 2322232323 2I32I42I3 33 3423 34 35 3 33445334 42 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2222 2 1I2 2I2 2I3 2I2 2 3 2 3 2I2 2�3 2I3 2I3 2I3 214 213 3I3 3I4 2I3 3�4 3 5 3I3 3 4 415 3I3 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ._ 2 _..-. 2 ......._. 2 2 _ 2 2 . __ ..... .._ _ _ _.. ... _._ _ _..._ 4 3 5 3 3 3 4 4I5 3 4 4 5 44.000 H,I,J,K,L 2 2 2 2 2 2 213 2121 2 3 2 3 212 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3�4 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M _2 2 2 2,2 2I2 2�3 2 121213 2131212 3 3 2 4 213 313 314121 3 313 314 213 314 3 5 313 314 415 314 416 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2�2 2 2 213 212213 3 4 213 313 3I4 2I3 3 4 3 42,3 3 4 3 5 3 3 3I4 3 5 3 3 415 4I6 3.4 515 AB'M 2 2 2 2 2I2 2 2 2 2 213 2 2121213 2 2 3F4 2 2I3 2 313 2 314 2 213 2 314 2 3 4 2 2I3 2 3I4 2 315 2 313 2 314 3 3I5 2 313 2 415 3 416 2 314 2 515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 - 53,125 H,I,J,K,L 2 2 2I2 2 2 2 3 2�2 213 3 4 2 3 3I4 314 2i3 3 4 314 3 3 3 4 315 3131414143161312414315 4I6 3 4 516 ABM 2 2 2 2 2I2 2 2 2 2 2 3 2 2 2 2 2�3 2 3 4 2 2 3 2 3�4 2 314 2 2'.3 2 3I4 3 3j4 2 3 9 2 3�4 3 3 6 2 3 3 2 414 3 4�5 2 3�3 2 4 5 3 418 2 34 3 4 5 P.o.8=15a NprcMM1 R.aQN sww 8 a 11 1/1 1. ANCHOR TYPES: 1-IW ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3.912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 10MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 1V MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: S12E BLOCKS OF THE ADJACEWITABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE PRESSURE FOR�j MAXIMUM DESIGN T AND GLASS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 PnoD R6vlseD Hpul"n,pll��ylly lF 6e Flv4de l,4ng Cale JAMB ABOVE 2 3 D 21 MTG. RAILC JAMH BELOW MTG. RAIL (FURL DP) HEAD 2...Ip1Y 4rR.4 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW ' - MTG.RAIL ((•I/I�rI6 ; IINDOWS .n.e A LY IP.E. 5670 P.E. 4040.20 F FLI P.E.9 SB705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 29.655 37. 555 44.655 52.155 59.655 1 67.155 74.655 1 76.000 ANCHOR TYPE. ❑ N()NO 5 U o O U Ito❑ NANO S o U U `ONQN U ❑ �i U 0 U o 0,,, o ❑ 5 o N0 o U �OniQNO U ❑ 5 o ❑ o OriQNO U ❑ S o z o U �O O ❑ NQID �i U NO U o zlqo �OriQ^IO"O o ❑ 5 U o U WINDOW WIDTH GLASS TYPE C,D,E,F,G, 1 2 2 2 12 2 2 1 2 22 2 2 2 2 2 2I2 2 2 2 22 1H,I,J,K,L1 2 2I2 2 2 3 219.125 111A,B,MII1 11 1 1 2I2 211 2I2 r22.21i 2 2 2I2 2 2 2 2 2I2 2PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 2 2 1 1 2 2 212 1 2 2 2 2 2i2 2 2 2 2 22 2 2 3 2 3I2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 1 1 1 1 111 1 1 1 1 2 2 1 1'1 1 2 2 1 2I2 1 2I2 1 2I2 1 2 2 1 2I2 1 2 2 1 2 2 1 2 2 1 312 1 1 1 1 1 1 2 1 312 1 212 1 312 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K.L 1 111 1 111 1 1 __.-' p 2 1 __ y 2222322223�322 1 1 1 .. 1 2 .. 1.,_1 333 2 332333322 1-,. 1- 1_, _t_.. 1.- 3343 1.. _i 3243433243 iy 1..._7..._7, A,B,M _1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 i 2 3 112 2 2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 i 4j3 1 3I2 1 4 3 PSF 59 67 79 37.000 C,D,E,F,G, HJ,J,K,L 1 1 1 1_ 1 1 1 1 1 2 2 2 1 _ . 2 2 1 2I2 2 2 3 1 2 2 2 2 3 _2 3 3 1._ 2 2 2._ 3 3 2 3 3 1 313 2 4 3 2 3 3 1 3 2 _2 _ 3 3 2. 4 3 ..1 3 2 2 4 3 2 _. 4 4 i 3 2 2 4 3 A,B,M 1 1 1 1 1 1 1 2 2 2 1 2112 1 212 2 213 1 2 2 2 213 2 313 1 2121313 2 2 313 1 313 2 413 2 313 1 312 2 3 3 2 413 1 2 2 1 2 1 1 PSF 54 79 62 79 40.000 C,D,E,F,G. H,I,J,K,L A,B,M 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 7 2 2 2 2 2 2 2 212 2 2I2 2 2 2 2 2I2 2 213 2 2I3 2 2j2 2 2I2 2 31`3 2 3I3 2 3I3 2 3I3 2 2 2 2_ 212 2 3 3 2 3I3 2 4I3 2 4I3 2 3 3 2 3 3 2 4i3 2 4!3 2 3I3 2 3I3 2 3I3 2 3 3 2 4I3 2 4;3 2 4 4 2 4I4 2 3 3 2 3I3 2 4I3 2 4I3 2 4;4 2 4 4 2 3 3 2 3I3 2 5 3 2 5I3 PSF 49 79 56 79 79 44.000 C,DE,F,G, H,I,J,K,L 2 111111 2 2 2 2222223 2 2 2 322 2 2 333I423334433413443 2 2 2 2 2 2 2 2 343443 2 2 2 3434/43 2., iiiiiiiij354 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 31131412133 2 2 2 3I3 2 4 4 2 3 3 2 413 2 4 4 2 3I3 2 4I3 2 4I4 2 3 3 2 4I3 2_ 4i4 2 313 2 5141 PSF 45 74 51 74 79 78 48.000 C,D,E,F,G, H.IAK,L 2 111111222I2223 2 2 2 2 2 2 322333I4333I34I4334144433444I443544144I3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 5114 A,B,M 2 111111 2 2 2 22 2 2i2223322333I43I333414 2 2 2 2 2 2 2 3 2 3I34144I43I34I414[414131514 2 2 2 2 3 2 2 3 414 2 413 2 il4 PSF 41 167 d6 67 53.125 C,',E,F G, I,IJ K,L 2 11111133344334441433444'433 2 2 E22 E33 2 3 2 3 3 2 3 3 2332 4455435453 3 3 2 3 14] 3 54 222 1 3 33 3 414 2 3131414 3 3 414 2 2113 3 414 32231 443 3 4I4 54 4 3 5 4 5I4 3 5 4 N. VENICE. FL P.o.9on ISIN NONonns. n =4 Sw' I NTS I 9 d 11 1. ANCHOR TYPES: 1-IW ELCO TAPCONS 2- Ile ELCO SS4 CRETE-FLEX 3412SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 10 MAX. FROM TOP CORNERS JAMBS-1712" MAX. FROM TOP CORNERS IS- MAX. FROM BOTTOM CORNERS B" MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE VLESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WRH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THEI TABLE KEY: MAX PSF )P LIMITED) 117 wm9UCTIZEVISED n�na ey��.Iin nn PluNa HEAD 3 O 14-:G6 NAB ABOVE 3 3 aa.:Pm"f°H"I E+ wr or�I4 a 2021 MTG. RAIL JAMB BELOW n �,a wenmml aanl/ MTG. RAe HEAD L ``. JAMB ABOVE 2 2 MTG. RAIL • JAMB BELOW MTG. RAIL ylb 10I 'jt'rlil c�-..• 4NDARDVIEW IOW,IMPACT '•:,. A LYNN MILLER, P.E. FLI P.E.#58]OS u.yw 4040.20 w. F ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD B JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. SUBSTRATE: ANCHORANCHOR 17.125M.22-6C6,8 2 26.21t 33.754 39.296 44.B39 50.382 55.925 TE: ❑ SNU 1 1 t 1 1 1 1 2 1 2 1 2 Nj Q UN5 1 2 i 2 ❑❑ t 2 OMa❑OOm0Z�I?O9NZ�.Zr'+gOQNZ�ZI'?pO�JNZ�O OU❑3 1 2 1 2 O 1 2 1 2 g 1 3 NZ�ZI?gOgNZ Q❑ 7 2 O�$ 1 3 1 3 O t 2 �ZmgOQ UNj 1 3 7 3 NZ�Z OO 1 3 U 1 3 WWIDTOW H 19.125 GLASS TYPE D.E,F,J, K,L 24.000 D,E,F,J, K,L 1 1 1 1- 1 1-2 1 1 2 1 2 242 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 7 3 1 3 t —4- 32000 D,E.F,J, K,L 1 1 1 1 1 1 2 1 2 _1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 t 5 1 3 1 5 PSF 78 37.000 D.E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2. 5 1 4 _.2.. 75 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2_ 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 8 PSF 79 76 79 77 79 1 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 1 2 P 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 6 2 5 2 4 2. 6 2 3 PSF 78 78 70 79 78 71 78 73 78 48.000 D,E.F,J, K,L 2 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 2 5 2 4 2 5 3 5 2 4 2 fi 3 5 2 4 2 8 3 8 2 5 2 6 1 1 2 2 2 3 4 PSF 71 78 63 71 79 64 74 86 1 77 1 69 1 1 69 53.125 D,E,F,J, K,L 2 2 2 2 2 3 3 2 3 2 3 3 4 2 4 3 3 5 1 2 4 3 5- 1 3 e 1 2 5 I 3 3 8 2 5 3 7 3 6 2 5 3 7 1 1 7 2 2 2 3 1 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12778 15.776 18.776 21.T76 24.776 27.778 30.776 31.106 ANCHOR TYPE, ❑ m o NNO O z o z ❑ m o o z O o z p❑p N P i m Qi z ' uNm pp❑zz m opp ❑ M poo 5WIDTH555519.125 O o 0 0 0 WINDOW 1 2 M22 2 2 2 2 2 2 2 2 2 224.000 1 1 1 2 1 2 2 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 3 232000 2 3 3 2 3 4 2 3 4 2 3 2 1 2 2 2 2 3 2 2 3 78 37.000 3 3 3 3 3 3 3 4 3 3 4 3 4 2 1 2 2 2 2 3 2 3 3 2 74 40.000 3 4 3 3 4 3 4 4 3 4 2' 2 2 2 2 2 3 2 3 3 2 3 3 3 BB 78 44.000 3 4 3 3 4 3 4 5 3 4 5 3 4 2 2 2 2 2 2 3 2 3 3 3 63 7z 79 ae.00D 3 4 3 4 4 3 4 5 3 4 5 3 4 2 2 2 2 2 2 3 2 3 4 3 73 SB BB 72 53.125 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 3 4 5 3 5 5 3 5 2 2 O 1EC NOIAOXO lVldl HU/VIOC OI'AlN14V, N. VENifE P-0 w.lua —ALUM. SINGLE HUNG WI NOKMI ,RMM vwbb, saw SH70 NTS 10 > 11 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2-1/4' ELCO SS4 CRETE-FLEX 3- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 10 MAX. FROM CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 11 12" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL IS- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USETABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8' MIN. TO 38- MAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I'LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACEM TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RNL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE B. KEY: Mfy,,; a�v.�aKlcwv�a%� MAX. PSF ✓ 1 (DP LIMITED) 112 JAMB BELOW 2 MIG. RAIL FULL DP JAMB BELOWe2 MTG. RAIL- 61y TOM VIEW )W, IMPACT'",�-•:PI.: .".. LYIJNM# 5870 P.E. FLI P.E.#58705 404020 F INTERIOR �iEXTERIOR L HEAD AND SILL DETAIL) WOOD ANCHOR 7-3/4" MIN. EDGE CONCRETE ANCHOR (SEE NOTE 2 & 3) 2n WO BUCK OTE 1 (SEE NOTE 4) EDGE 3.35 KSI MIN. CONCRETE.. II I 131B'MIN.,I/4"TAPCON �1"MIN. .i3/4'MIN.. 1/4"CRETE-FLEX OPTIONAL 1x WOODBUCKi4;Ax 0 1 IN. MI.(SEE NOTE 4) 4' MAX. SHIM SHIM DETAI DETAIL B T/YP.ICAL FLANGED EA HD.ANCHORAGE 114" MAX. SHIM 1 114" MIN.7/4"MAX. • 1-3/4" MIN EDGE I CONCRETE FH BELOWWMEETING MEETING rm RAIL (SEE NOTE 1 8 3) " 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 4) .131- DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5- O.C. SHIM 1 318" MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF WS&T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. FH BELOW MEETING RAIL. (SEE NOTE 233) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) MIN. EDGE 1/4' FRAME MAX. SHIM 431- DIA. MIN. x 21/2' NAIL, AT CORNERS AND S' O.C. L x272'PIZ MAX. AT CORNERS SHIM AND V O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DRIVE P4. BDx t5R NOXOWS.FL FRAME 2-12'EMBEDMENT DETAILG (SILL) I A. LYN4 16 /'f�16 l MILLER. P.E. JHORAGE DETAILS IM. SINGLE HUNG WINDOW, IMPACT ��4040.20 0o NTS 11 +11 F FL P.E.#53705 MIAMZAD MIAAII-DADE COUNTY ME PRODUCPCONTROLSF.CrION DEPARTMENT OF REGULATORY AND ECONOMIC RESOIRiCRS(RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)115-2599 NOTICE OF ACCEPTANCE (NOA)�. m �mma4=aavl=aanem. 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 (AIM. 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 Alit (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 AI-D may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER 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 eocty9•h no Zone: DESCRIPTION: Scries-700"Afzrflnuan Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through I of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptanee numb a Lion date by the Miami -Dade County Product Control Scelion. MISSILE IMPACT' RATIN : Large and Small AfisailelmpaitResf tent. LABELING: Each unit shall bear a partner abe vitls lh manufa tuner's name or logo, city, state, model/series, and fallowing statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered otter a renewal application bus been filed and there has been _ no change in the applicable build i ng cede 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 materiels, use, and/or manufacture of the product or process. Misuse of this NOA as m endorsement F of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with my section of this NOA shall be cause for lamination and removal ofNOA. 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 al thejob site at the request ofthe Building Official. This NOA revises MOAN I5-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. apongNOA.Nn. P-0714.0 r'y„'j2Jf �p Erylmt ate 20 pprroval Date: August 1Fage g.I P1 0 Florida Building Code Online Page 1 of 3 e BCIS Home Log In {User Regtstra[ion Hot Topim I Submitsurrharge j Stais&Facts Publications j FBCStaB 1 BCISSite Map I Unks { Search FA�aa SCANNED' do w% � M Product Approval BY r w USER:PubllcUser St. Lucie County @�ECEI ED Y CrnauR Pnnmval Menu > ProJutt or Aoolicafion Search > Aoallcatlon Ilst> pppliration pe[ail FEB 2 8 2017 / FL # l FL251-R28 Application Type si PERMITTING Code Version 2014 St. Lucie County, FL Application Status pp ad *Approved by DBPR. Approvals by DBPR shall be reviewed and atifted by the POC anti/or the Commission if necessary. Comments Archived i'<! Product Manufacturer Industries Address/Phone/EmPGTall gy Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustdes.com Authorized Signature lens Rosowski lmsowskl@pgtindustde .com Technical Representative lens Rosowski Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ez[21140 lrosowski@pgUndustries.com Quality Assurance Representative Address/Phone/Email Category E>tteriq Doors Subcategory - din orAssemblies Compliance Method Certification Mark or listing CerUOcatlon Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Carolled By Product Approval Method Method 1 Option A Date Submitted 08117/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Year 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/22/2017 Florida Building Code Online Page 2 of 3 I Summary of Products FL # Model, Number or Name Description 251.1 ISGD - 670 (Non -Impact) Aluminum Sliding Glass Door j i Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R2$_C_fAt_160629.03, df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 j Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629.03.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: 251.2 ISGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC ib-0629.04:otlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 I Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INDIA) for FL251 R28 11 16-0629.04.mdf product performance information, anchorage detalls, and anchor type, Verified By: Miami -Dade BCCO - CER j size, and spacing information. Created by Independent Third! Party: Evaluation Reports Created by Intlepentlent ThiN Party: 't 251.3 jSGD-680(Non-Impact) Aluminum Sliding Glass Door i Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 32B C CAC 16-OE22 05. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 0311812019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 128 11 16-0629 05adf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ' size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD[3JJ0$lafge MSsilelim act) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j ` Impact Resistant: Yes O2 ll 2 I Design Pressure: N/A nstalis on Instructions j Other: Please see Miami -Dade County Notice of Acceptance (NOA) for Ftl2S¢R'^SY'T6'0629'.:96:udt product performance information, anchorage details, and anchor type, enfF€ y iaMarrdTDade BCC - ER j size, and spacing mformabon. Created by Independent Third Party: ! Evaluation Reports I Createtl by Independent Third! Party: i 251.5 ISGD - JJOHP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate t Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.07. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data i Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 16-0629,07.odf product performance information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 JSGD - JJOHP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door i Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL251 R28 C CAC 16-0629.08mc! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629.O8.odf j product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Thirtl Parry: Evaluation Reports Created by Independent Third Party: 251.7 JSGD - 780 (Impact) WinGuard Aluminum Sliding Glass Door { Limits of Use Certification Agency Certificate { Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.10.Ddf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for EL251 R23 1. 16-0629 10.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: { 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC Id-0609 10 DR.pdf -)-Approved for use outside HVHZ: Yes - - - Quality -Assurance Contract Expiration Date - Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 55-0609 10 DR.odf product performance Information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER j size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.9 ISGD.3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R38 C CAC IS-0612,06 LM.pdf Approved far use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/22/2017 Florida Building Code Online Page 3 of 3 DesignPressure: N/A Installation Instructlia Other: Please see Mlaml-Dade County Notice of Acceptance INCA) for FL251 R28 I. 15-0612.06 LM.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - Can size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door . Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0612 07 SM odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please See Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 15-06120J SM odf protluct performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.11 SGD-5470 (Non-Impatt) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15J- „�Ljl ,QZ.y�f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 0412112021 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL251 R28 IT 15-1210.02.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Intlepentlent Third Party: 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC I5-1210.01.00f Approved far use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 IT 15-1210.01,DC product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: m contact :: 2601 Blair some Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Convdoht 2007-2013 State of Breda.:: Privacy Statement :: Acce elLllinr Statement :: Refund Statement Under Florida law, email addresses are public recoms. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455,275 (1), Florida Stabi effective a ber 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communlratlon with the licensee. However email addresses are public record. If you do not wish W supply a personal address, please provide the Department with an email address winch can be made available W the public. To determine If you are a licensee under Chapter 455, RS., please click f@rg. Product Approval Accepts: W] ® EM securiti� Atlrrxtcs�' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/22/2017 MEMENAM M IAM 4DADE MIAMI-DADE COUNTY e Now 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) w .miamidade.eov/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 Velgocity Hurricane Zone. - DESCRIPTION: Series " GD-770" Aluminum Sli in Glass Door w / 9W & 135° corners— L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets 1 through 22 of 22, dated 10110/14, with revision B dated 05/05/16, 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 an ma 1 . astte7 m_pactltesistant LABELING: Each unit shall bear a permanent la a w1 a 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# 15-1013.15 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. In 6- 9.06 /j xpir ion Datc: February 17, 2020 ///( Approval Date: August , f o*`y't� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 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) 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-51 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20, Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 i70, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E7300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED M THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS. ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-59e0, F11-5993, FTL-8001, FTL6014, FTL6015. FTL6017. FTL6022, FTL-6023, FTL-6024, FTL-8025, FTL6028, "I.-6031, FTL6033, FTL-6036 AND FTL-7554 TABLE A: Group Amhor Substrate Fro Menber MR Edge Dlsten0e MIR Err6edmrd 1 14' Eka Ullmcon Conplet.M .2&Sk.9 ]INNS11W.1, I' -Wr Ulrymutetl WU. (ASTr4 C00) Jamb only 2112' 141/ Grouted CMV SW CAO min. 2 kel. Amb ON 2412_�rJ/4® 2 Y4°Eko tr1D 95, C2CRe sT raNft(mM: 136 wyry Pltlad GM 51'M G aTP:: BOarom ,M (SG•L55 lWaS 011JVY9b4 WAmb wy Nvau"Am �i� 11111112± 2= IttsI,W4A 1.14i �1.395^r♦ _ Corcreta(min, 2&Skei) Ke 111 I. I78 1l4'EkO Mbamn Ugrouled WU 457M G90) Amboal 1' 1-11C 912.1]&cr410 B.S. 6M5. 11 OwatlaOn) P,T, So"m PW(SG=0.55) fa"SIT/Jamb 9/1E I.Wr Al.I.. 606 ' HeaNSR/Jemb Y3' 0.0w Sleet, A36• Steal Mai A03 Dr. 33' He are H VSINJemb Lfi' LE 0.115E (Lml- 114•EkO f6a 9S. Ap9,aGalot Mu.t.(mIn3376kc) Wk Sluwab 1.1? 13'E Ulgmu CMU,(ASTM GAO) AmbaNy r 1-U4- Gmubd CMU (ASWF .MK 2kM O Jamb miy Y T P.L SONIum Plne (SG•0.65) LIa.MiMJemb 1' Idx 4 A13, SIeN SINS G6, (Mry 11 IM1maM6n) P.T. So"m FIN(SG=0.55) H.WSINJemb 811E 101E A l u ' 6 ][B- WNUSUIJemb Y9- b.rcu' 5N.1, A36• IkaNSIMJamb LB- e.050. SIeel Stud AS53 GI 33' Ha.&SiWamb LE 0.0151' -MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE, METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMHDADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/T THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 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 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glom!LY Pe OeuipOOn(UBed.M1omBMdoriPl Ems i116:lamWlel R)lhd of L1E.Hs Geaa WI11'.D90:PVB Msdryer ZF3Ai9NB'®mTreNd LY.es of Ur I6 Glee..Mh A90'PVS NeN er G4 7/VUNWN&(2) UIN of LIE HE Gan Wm.09E GG Ned er GM w1w LemRawt(2) VIec N W- HS G&.. M%.09E SG Died'., W P LamW.d LG: LIE TEatetla Cp .LE Ar Space -711EL hatut(2) Ulea NLt6' HS Mesa We,.09E"S WeMYa GSA 1'LamNeted LG:11V T01edor O,+WlV Nr Stem +7ilVLonlnaled:(2) JIM of&IE HS Gus Wm.09Y INS W.dryet W 1' Lsminaled LG; LIE Tatedm Ce • 31a' NY SPNa. VlW LamINW. (4 Lhw OfWIW HS Gless WN,09E SG W4NYW M PLamiNl LG.: 1lV T Ealedm Ga •LIE A'S •7116'lamWrae, Lit- 0111E HE Glass WM 030'SLN.A er G7 7/16'L eala d: U. of Lie' ANN Gec. Wlh.NVSGWedtr LTA 1N6'La2mm'(2)Utea N114- ANN Gass Wth.00T SG b,te yar Ge 1' Wo6Wed LG.:L1E TEetedar MP♦ WT Air 5IpW0+1/16'LOminMed:T2) 1-MC N LIV ANN Gee W1h.09E SG Inledryvr OBA 1'femine4 III.:114'T Extedor COP+611E ArSON tHIS' Lamllwlcd;(2) LIN O W16' ANN Gas. Wh=0 SG Mtedeet GENERAL NOTES ............. I EXAMPLE CONFIGS........ .2-3 GLAZING DETAJLS ............ 4,5 ANCHORAGE ............._6.14 DESIGN PRESSURES.......66 INSTALL DETAILS ....... ...... 12-14 ELEVATIONS ..................... 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18.10 PARTS LIST ....................... 20 DESIGN PRESSURE RATING IMPACTRATING PRODUCT REVISED mp 1n wlU fl,e FIeH4a SEETABLE51,2630N RATEDFORLARGEASMALL 6uI1Ein5 •16-0629.06 SHEET56,7&6 MISSILE IMPACT RESISTANCE NOAJIO. STANDARDS USED: Ex'lmean Data 02/17/2020 •2014 MORIDA BUILDING CODE(FBC), STH EDITION By By •ASTM E1300A9 •ANSVAF&PA MM8 12 FOR WOOD CONSTRUCTION Pr•tluel •nlm -ALUMINUM DESIGN MANUAL AOM-2D10 •aslslooATrs2-m1a GLAZING NOTES: 1111 rlTl �� LYI1N 4;yz a 'ANN'=ANNEALED OyV 'HS'=HEATSTRENGTHENED :`a N1GEN5E ''.`1q , 'T'= TEMPERED '.R *+ 'PV13'=.D00'BUTACITED PVB BY KURARAY AMERICA. INC. _ No. 53705 'SG'=.090"SENTRYGLASP BY KURARAY AMERICA, INC. SGD.m I TUTS I / • 22 1 PGTO130 MAX. UNI, WIDTH �I MAX. UNIT WIDTH NOM. PER WIDTH �,�J NOM. PANEL WIDTH PER TABLES III___ t "�� t `3`JJ PER TABLES t-3 MAX. HT 1 j g E 9 MAX.UNIT+/4 +/ HEIGHT 14 1 I'$n: HEIGHT PERT1ABLES I3 PERTABLES 13 I I PocKer I R MAX. UNIT WIDTH : NOM. P � EL WIDTH NOM. PANEL WIDTH PER TABLES I-3 PER TABLES 13 I is MAX. UNIT 1 t` HEIGHT s PER TABLES I3 1 r I 3n 3� 14 1 Off MAX. UNIT 1 I ,�N HEIGHT I fu Ali PER j Sy TABLES I-3 PoCKEr 16 3� r_r L 3-PANEL CONFIGURATIONS 1 3 t 3 MAX. UNIT WIDTH NOM.PANELWIDTH t 13 t 3 PER TABLES 1-3 1 13 t MAX. UNIT 1 1 is 1 / HEIGHT PER TABLES 13 5-PANEL CONFIGURATIONS MAX. UNIT WIDTH 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW",'Ja",'Kw" OR'Kc' INSTALLATION. EXAMPLE: LPANEL XXXX IN POCKET(p) CONFIGURATION CAN BE p)D=p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2) 90' & 136- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X' = OPERABLE PANEL, "O" = INOPERABLE PANEL, 'p =POCKET f—DETAILLETTER (m / .�W= WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION —SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7- �.�n� DLO HEIGHT = DOOR UNIT HEIGHT-10.12Y Ci iiA PANEL HEIGHT= DOORUNITHEIGHT. 1.866" 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT s HEIGHT PER TABLES 1-3 / NEEEE B / RTHis SHEET. CORNER, TYP. L (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) sow I MS1 '2 >22 _Noam;. 16.0629.06 Fiplmmn D.t.0211712020 By Mla rood .ntr.t I IOM. PANEL WIDTH j PERTABLESI- t t MA%. UNIT t � HEIGH, t 3 96' OR 12W NOM. PANEL WIDTH PER TABLES 1-3 MAY. TESTED UNIT WIDTH = 3554/16' @ 96- HEIGHT 300-1/4- @ 120- HEIGHT c t OWN N fmFl 6-PANEL CONFIGURATIONS MAX UNITW IDTH MAX. UNIT + f HEIGHT t t ® ® PER TABLES iJ RTf�Cy �QI t a i ra� `_ Pocxer i 0 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM.PANELWIDTH PER TABLES 13 I t MAX. UNIT HEIGHT t is PERTABLES 1-3 1 R�'1f�B1611E71 r I &PANEL CONFIGURATIONS c ..m� I — I Scono CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'J.,'Je,-Kw OR'Ke INSTALLATION, EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, Ii)O= OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2) 90' 6135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X' = OPERABLE PANEL, 'O'= INOPERABLE PANEL. 'p-=POCKET DETAIL LETTER WW = WOOD OR METAL INSTALLATION 'e=CONCRETE INSTALLATION —SHEETNUMBER OLD WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT -1.666' NOA-No. 1"629.06 E plm6an pate 02/17/2020 By Mlam eoCuct canbol :: o. cBYnr 'ORATIONS ' 1. SGD-LM IMPACT 3 122 �MPGT0130 B 0. LYP.EIJIUOMP.E 7116' NOM. 7/16" NOM. 1' NOM. 3/16' HS GLASS 3/i 6" HS GLASS 3*G�SS- — B .090• PVB .090' SG S3116'HS 3/'SS GLASS ]4 3/76' HS GLASS >s3 7,3/163/4'NOM. ER1ERIOR 3/4'NOMFxrERIOR GLASS 3G ASSGLASS GLASSBRE90 BfTE- 695455 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 7I,16" LAMINATED GLASS, TLl'P-E.G3 9/16' NOM. 9/16- NOM. 1' NOM. 3/16' HS GLASS ,1/4" HS GLASS 114' HS GLAS$ .090' PVB .090' PVB .090' SG 3/16' HS GLASS 114' HS GLASSVWWB�NOM. 1/4' HS GLASS 74 5116'AIR SPACE V i — 1/4'TGLASS 92 dl 93 EXTERIOR 3/4" NOM. GLASS t24-1 3/4° NOM.EXTERIOR a SITE GLASS BITE EXTERIOR `s comp11..,�togg.1" NO FUdd. 9dlldin9 totle et et a ]9 Naw-No. 76-0629.06 64 GPIro9Pn D.t 02/77/2020 55 ey Mldm ePro uc ontro 9/16" LAMINATED GLASS, TYPE 03A 9/16" LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A GLAZING NOTES: 'ANN'=ANNEALED 'HS'= HEAT STRENGTHENED ;1o. 5G]05 - -T'=TEMPERED 'PVB'=.09O' BUTACITE PVEPBY KURARAY AMERICA, INC. "SG'=.090" SENTRYGLAS%Y KURARAY AMERICA, INC. LAZING DETAILS FRIES 770ALUM. SGD-LM IMPACT A. LYNNMILL P.E. sco-m NTS 4 122 PGT0130 B P.E.0Wn5 . V NOM. 7/16" NOM. 1' NOM. 316' ANN GLASS 3/16' HS GLASS 3f18"ANN GLASS SG .090" SG .090` .090' SG 3118" ANN GLASS 3116" HS GLASS a 318' RSPACE i4 3/16'.ANN GLASS 3/8"AIRSPACE 74 311W T' GLASS 31W T GLASS 62 83 83 3/4'NOM. EXTERIOR 3/4" NOM. GLASS t2a12] 314' MOM. 12412i GLASS SITE GLASS I BITE EXTERIOR SITE EXTERIOR I BD 0 B 54 56 55 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS TYPE G7 1" LAMINATED I.G. GLASS TYPE G8 1" NOM. 9/16' NOM. 1' NOM. 3A6' HS GLASS 3/16'ANN GLASS .090' SG 1M ANN GLASS .OBO' SG 3/16' HS GLASS .090" SG 3f16' ANN GLASS -74 5H8"IAIRSPACE 74 1/4'ANN GLASS ]e 5/i6"AIR SPACE- 1/4' T GLASS 1/4' T GLASS 112 1 83 83 3/4` NOM. 3/4"NOM. EXTERIOR GLASS tzai2] 3/4'NOM. 12412 GLASS a BITE GLASS BITE SITE PRODUCT REVISED IXTERIpR a plying wiN Me Florida �y Y 81 EXTERIOR Bulltlin9 CCOGG NBA-N". 16-0629.06 76 iB E"ptr"een Bate O2/1T/2020 85 55 ey i mlam o vloeue: G.artrol , 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS TYPE G7A - 1" LAMINATED I.G. GLASS TYPE G8A GLAZING NOTES: "ANN'=ANNEALED 'HS' = HEAT STRENGTHENED , T' TEMPERED •" it �' `PVB-=,090' BUTACITE P11jj�BY KURARAY AMERICA, INC. � I�b 'SG" .090"SENTRYGLAS°SYKURARAY AMERICA. INC. .1' M BY !R� e, G5952018 MIW" S ALBEp SEALERS roro3EamniamnwvE GLAZING DETAILS .^ f O tlt r s HVFMLF.F[]I3IG SERIES 770 ALUM SGD-LM IMPACT - •.� " ..,BFe.. Ie40+anrGm wwn n� "..ew A LYMI RE,,,..., X.neR os CSYN cERr. oFABm.� ® scarp NTS 5 w22 PGT0130 B y M75 INDLC L � Design Pressure (DP) and Anchor Quantities Required, (for all approver] Maximum DP for all sizes: +60 1 .60 configurations on Sheets 2 & 3) (May be Imited by Tale 1A) For tamer astragal anchorage on so- or 135' comer ruv a, see asset 11 Table appll Ias to Glass Daar Und Hel hl AIIIIIIIIII 80� 09•• 8D' 86' Types 3, M. 5, SA, 7. 7& 8 6 / C & aA and the Stlle / Astragal Axhor Glary Ant FUMo Anohor Group Anchor Gmup types ehavn below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 d/Sill +1 +1 C4+1 G+1 Glut IG+1 -Gai C4+1 G+1 1 04+1 1 G+1 I G 1 G-Il 1 1 G+ +1 24' Irl Jamb 81 8 1 a 8 e 8 8 8 8 8 B 8 a 8 8 8 DLG P4rook 6+7 6+7 5+7 6+7 7+8 7+8 7+8 1+0 7+8 7+8 Re 7+8 7+8 7+0 1 7+8 74 HeaNSill G+1 Gal G+1 G+1 04+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 Gal C4+1 30" Jamb 8 8 8 8 B B 6 8 8 8 8 8 B a a 8 6 OLD Xs r �7+8 7+a 7+8 7+8 7+B 7+B ]+B ]+8 7+8 ]+8 7+B 7+8 TG+11 rGtil AG+1k ■Mead'Stif 1C4+1� It .1 G+1 C4+1 C4+1 G+1 G+1 GN G+1 G+1 G+1 G+1 G+1 3Ef �� 0!♦ /B- �Bl♦ �'i8C a 8 8 a B 8 8 8 8 8 8 8 1+8 7+B 7+8 7+8 7+e 7+8 7+8 7+e 7+8 7+8 7+8 7+B (♦P_tlook7 �6«7I ■8+7!• ■e«7I 06+7 HeaNSiB" G+1 G+1 Cl.+i G+1 Gri G 1 G+1 G+1 CA+1 G+1 G+1 G+1 C4+1 G+1 g42' ao. Jamb 8 8 B 8 8 8 8 8 8 6 8 8 8 8 P-hook 6+7 8+7 6+7 6+7 7+e 7+8 7+8 7+8 1+8 7+8 7+8 ]+e 7+8 7+8 %7+87+8 G+2 G+2 G+2 G+2 G+2 G+2 GH2 G+2 G+2 G+2 8 7+8 B 7+8 8 7+8 8 745 8 7+8 8 7+a 8 7+8 8 7+8 B 7+8 8 7+8 FOR EXMAPLE ON USING TABLE, BEE b"r,-1 1. i) PO.SITIVEPRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL 2) WHEN USING THE 2-12SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-174" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA J 3) 4", 3.1/4- AND 2-12" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Ito . 'A Sill Hei9htlo Max. (+) DP (Water hl8mtinn Rating) SOI Pass, Height (+)Oedgn (Flat or Box, sea Pressure, Psi Shee117) Flush-1AI2' sea nda3ASP Medilim�3.tl4i tt+60.O ttt� �Ni ttiflROJ� Slat NU It Z 1J DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT • 10.126" PANEL HEIGHT = DOOR UNIT HEIGHT-1.666" ENGTHOHRATIOTI :YOH OH RATIO = OH LENGTH OH HEIGHT straight Asmagal Locks6le@ 91,=bly 138'embly Intedark P-hook lacksllle&lamb Assembly Shalght Astragal Assembly 90'Aitragal 90'A rap Assembly 35'AL.laftste@ 135'Astragal $taadard Salas Standard Stile Standardsdle Standard Sole 5tandard Sble Heavy -duly Stile HeaVyduty Sete Heavy-0utyStile Heavy-0uty54le Standard Astragal Outside Comer Outside c mid. Come OEM 6v -T-4j��L -4] �` = Insid Corner Outside ° y eLN insidelde Ccmer'II Corner Part g601x2 Part p60 Part860 Part860(Stlle) part k6D Part 118(Comer part p11910ut) Part P120(In.) Pans# 1(&432 Part861 Part 067(Astragal) Receiver) (Corn.&Fxd Mount) SGII' m I HITS 1 6- 22 1 PGTO130 No";. 16-0629.06 ax,lmtlan Data 02/17/2020 D miam Protluct Con4et "5 rxrgc tri' A. LYNN MIUSR PE. P.Epb8N5 AHLF "I. f Degn Pressure (DP)and (Tar all approved configurations on Shee1s283) Required,on Mao6npa DPfor ab sizes! S0 rAnchor comra0uanglieB o { For ccmarestnmm entlwap.an BM or 136' comer ants, see eDeet 11 (Maybe Iimked by hIb TA) Dcar UM nee., Tan. ippaea to Caa.a Types 6 BP BB" 02 108' 114• 1]0' 4. 4A 0, M. 7,]A. 848A 0&IB'au0 ]ncl O Incor 6S]IB•. of-w8"rou Bsons'GO 10ST18"OLO 104t/0'01.0 and Na Sole I A.impai types Ant 1G3 Anc or Gma ncmr 0 AncMr Omup An.mr Group AISMf Gmw AncMr Getup Am er G.up ahosiIslas. 1 2 3 1 4 i 2 3 4 1 Z 3 4 1 2 3 d 1 2 3 d 1 Z 3 0 1 2 3 4 1 T 8 6 aNBN GH + +1 G.1 U+1 1 + + N 1 GH H G+1 G+1 UN CN1 U+1 UH GH GH U+ G+ +1 1 H N GH G+1 GN G+1 +1 oLC B B 8 B B 8 a 0 a B B 0 0 0 B 8 10 10 1D 10 10 10 10 10 10 10 10 10 10 10 10 1D 2d' .0- 7 -6+7 6.7 7+8 7+0 i+a T.a ]+0 ]+B i+0 h0 )+8 l+B hB i+B 0+9 B+9 8+9 &9 b9 B•e 0+9 0.8 BNO Fto B+ID 9N0 9+10 9.10 B+10 B•10 Pd.ak 6H U.] U+1 Gt+t UN C 1 UN GM UM GH GN UN C4.1 G.1 CI.1 C40 C4+1 U.1 Cd+t G+1 UN UH GH U+1 GH UN G+1 GN G.1 GN GN IkaN911 UN C4.1 8 8 0 0 0 10 10 ID 10 10 10 10 10 10 10 1D 10 10 10 10 10 30' aDJamb 8 0 BN a B+T 8 6•] a ]e8 a ]+8 a ]+B 8 T+0 a ]+6 B AB a T•8 1+0 ]+8 ]+0 ].0 PB 6+B 8+B 9+0 B+B 0+8 0+9 &9 0+9 B+10 W10 B+ID wro am a1n 9.m a.1a P4roak BB U+1 Gq U:1 G.I CM1 U+1 UH G.1 0 I U.1 G+1 G+1 G.1 UN G.1 6+1 G.1 U+1 U.1 CNl G.1 UN G+t GH G+1 UN UH GN C4+1 G+1 11Yad sli C01 G.1 0 a 8 8 8 B B 0 10 10 10 10 10 10 10 10 10 ID 10 IO 10 10 10 10 O-0 Jamb P4u.k 8 O+T 0 B+T B B+] B 6+] B T+9 8 7.8 0 ]+0 8 T+e ]+B T+0 -- T+E ]+0 T+0 NB AB 8+0 0+0 8+8 8.8 0+0 9-9 8+B B+9 9N0 B•10 0+10 9.10 9+10 9.10 0+10 9+10 FeaN810 Uvl C4+1 CN1 C4+1 G•1 G+1 G+1 GM G.1 UH C1.1 U.1 C1+1 CNI C4.1 U.1 04.1 U.1 UN G.1 U.1 U.1 C4.1 G+1 U+1 GN C5+1 cSH U+1 10 C5+1 10 CSH 10 4! Jamb B 8 8 B 0 8 e 0 8 0 B 9 8 B B B 10 10 10 10 10 10 10 ID 10 10 10 10 10 10 DLO B+] aN &] 6+T ]+B 7+0 T.9 7+B THI ].0 N8 ]+B P8 7.0 7+6 7+8 8+9 6+9 ll9 B+a 0+9 8+9 8+9 8+9 9+10 9+1D 0+10 9.10 9+10 6+1D 9+10 8+10 pd..k G+2 G+2 U+2 G+o G+2 G.2 CW2 CN2 U+2 G+2 C4+2 U+2 G+2 CN2 G+2 GN2 U+2 G.3 G+2 C5.3 G+2 U+2 G+2 G.2 C5+2 C0+2 G+2 G5+2 G+2 Ik.4I810 G+2 G+2 G+2 a B S a 8 0 ID 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 D41- LO I Jamb Plwek 0 B+T 0 BN 0 6+] 0 M b i+a B NB B T+0 8 i+0 B Ira a 7+0 7+8 T+B ]+B ]+8 ]•e >+9 B+e 0•B 8.9 B+B ..8 0+,, B+B ..8 B+LD 8+10 8+10 9HO B+W 6+.D ....... I Fbad/SIII U+2 G+2 G+2 U+2 G+2 U+2 C 2 G+2 G.2 C4+2 01.3 C4+2 G.2 U.2 G+2 G.2 54" M0 AmD 0 6 a B B B 9 B 0 9 9 B B 0 a a PJt..k eQ e•] e+T BN ]+0 ]+B 7+B 7+8 7+8 7+0 7+8 7+8 i+B 7+0 ] 7+8 Not avaiieble in these sizes Ha.dlan C,4+2 U+2 U+2 G+2 G+2 G+2 CM2 U+2 G+2 G+2 DH2 G+3 U+2 GN2 + U+2 6P so0 Jamb a e a B 8 6 a a e B e e 8 e 8 a 1 Pd..k b+] 6.> 0+] W T+B 7+8 T+e NOTES: 1) POSTIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3-1/4' SILL 2) WHEN USING THE 2-12- SILL. POSITIVE WATER DP IS 46.67 PEP MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2 3) 4-, 3-1/4-AND 2-12- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-I/2' SILL IS NOT,AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBG EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 9 Sit[ Height to Max. (+) DP (vValer NTdimtion Retina) Sill Riser Height (+)Msgn (FletorB.'sae Pressure. psf She.t l7 Flush-1-12' see nae9 Low-2.12' +46.6] Medium-3-114" +W.0 High-4' OH LENGTH OH RATIO z I SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT vl v npr4u c StraightAstragal lacks Lu 9M..btal 13 LOOSti Interlock P-hook Lackstile®lamb AssembN A, Straight Asbagal Assembly 90'As[agal so- Astragal emblgal Assembly 35-AIle@ 135'AatC4gal Heald-drny%les Heavyduty Stile Heavy-0utlfbule HeaW-dutyS0le Heavy4uty Stile HeaWduty Stile Heavyduty Stile Heav duty Sele Heald-0uty Stile Standard Astragal Outside tamer outside mire Come rFl T1 `.+ xlp= Comer Insic eL/J U Amer Inside Co Come, Part p61 (x2) Part q61 Part06] Part061 (Stile) Part O6]IAstragal) part 061 Prram part118(Come, Partn119(ln.) part 0120IIn.) aaru#31(&W32 Part 061 Receiver) (Cam.&Fxd Mount) scan I NTS 1 7 d 22 1 POM130 DLO WIDTH - NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866" PRODUCT REVISED as compl&T. wlfh Me Planes aulldfn9 CCeDJd How-rm, 16-0629.06 Bapim6.e D.i.o211712020 ey Hlam a reduce en �c .Design Pressure (DP) and Anchor Quantities Requlrad, (tor all approved configurations on Sheets 2 & 3) For comer astragal anchorega on 90" or 135- comeveit'. see.heat ll Maximum DP shown below (May be llm8ed by Table 3A) Doorunt Hel nt Table applies to Glass Types 4, 4A, 8' S4" 90" 96" in, 108- 6, Sk. 7, 7A, 8 & SA and the Stile / 69-7/8 WW I ]} !8' DLO 74]IB" DLO Astragal typal an. bal Arc.ru.p Awror Or0up AMharQrmP 1 1 2 3 4 1 2 J 4 1 2 J 1 4 1 1 1 2 1 3 1 4 1 2 3 4 1 2 3 4 Loafer,Sam +I,w,o ar 2. P. +/-7. Pe il• Headi'" C4+1 GN C4+1 G+1 G+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 L4+1 C4+1 C4a1 C4+1 G3+1 C4+1 CGi C4N G+1 C4+1 G+1 tif+i 24" DLO JemO B 8 S 0 8 0 8 8 & 8 8 8 6 0 8 S 10 10 10 10 10 10 10 10 P-hock 6+7 fi+7 fi+7 6+7 7+S NB I+8 7+8 7+8 7+8 1+8 7+8 7+e 7+8 7+8 7+8 8+4 8+9 8+9 0+9 8+9 6+9 5+9 0+9 Design Pressure +1-90.Opaf +142.5 Pat +I-76.0 sl 23, Head•510 C4+1 C4+1 C4+1 C4+1 C4+1 O+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 L4N Gal C4+1 L4+1 01+1 C4+1 04+1 C4+1 L4+1 C4+1 C4+1 CR+1 30- DLO Jamb B 8 8 8 B 6 B B 8 8 8 8 8 B S 8 10 10 10 10 10 10 10 10 9 P-M1ods 6+7 BN 6+7 H7 7+8 7+B Ito 7+8 7+8 7+S 7+8 AS 7+e 7+8 1+0 ]+B 8+9 8+9 0+9 5+9 8+9 6+9 0+9 6+9 J Design Frassure N-pO.OPsf +I412.5 pet +p7&0 Psi 29' HeeNSN C4+1 D4+1 G+2 C9+2 C4+1 G+i G+2 U+2 C4+1 L4+1 C9+2 C5a2 C4N C4+1 C5+2 C5+2 CA+1 C4+1 C5+1 C5N C4+1 C4+1 C5a1 C5+1 D. 36 DLO Jamb e e B S 8 B S e 8 e 0 8 8 e 10 0 10 10 10 10 10 10 10 10 P41ool, 8+7 6+7 5+7 5+7 AB 7+8 1+e AB 7% 7+0 7+8 7+0 7+8 8+9 6+9 a+9 8+9 8+9 B+9 8+9 0+9 8+9 8+9 &9 I cover, Freesvre +/-W.0 pal +/�2.6 Par +1.7&0 Pst 357 HeaN.91 C4+2 C4+2 C4+2 Cq+2 04+2 CA+2 Cea2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C&+2 C9+2 C5+2 CS+2 05+2 C5+2 C5+2 C5+2 C6+2 C6+2 C0+2 4Y DLO Jamb e 6 8 6 8 a 0 8 9 9 10 0 9 5 10 9 10 10 10 10 10 10 tb 10 I P-hook 6+7 748 7+8 7+8 7+8 A9 ]+8 7+8 ]+S e" 0+9 8+9 8+9 &0; &+9 8+9 8+9 0+9 8+9 6+9 8+9 B+9 8+9 .9 Design Pressure +/.9DDpsf &es MI. Aba.H +f SzS Pal +/-75.0 par 417 HeserSN C4+2 C4+2 C6+2 M+2 C1+2 L5+2 05+2 C5+2 C5+2 C6♦2 C5+2 C5+2 CS+2 C5+2 W+2 W+2 C5+2 C8+2 L6+2 C6+2 C5+2 C5+2 C6+2 C6+2 48' DLO Jamb Is 0 e 8 e 8 10 6 e 0 le 0 8 0 10 6, 10 10 10 10 10 10 10 10 P-hock 6+7 7+0 7+8 7+8 7+8 6+9 4+9 9+9 8+9 6+9 8+9 8+9 8+9 a+10 "lu 9+10 8+9 9+10 9HO W10 8+9 9+10 9+10 0+10 FOR EXAMPLE ON USINU IAULL, eLL srtee l r. n.awn.n-ay.v ��r ..,.�...,,..,,.�.. _, _-., .., ••.-, ••. •••-••••. .-•.•. _..._._ NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-112-3I1-1 POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH -7' OF IS 60.D PSF MAX. WHEN USING THE 4• SILL, POSITIVE WATER DP IS 00.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4"AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND DOOR UNIT HEIGHT -10125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. T nrnnCnlClnnlC sun CUFFTC 10. A 1P F(1R pRRFMRI V nFTA1L5. Strai ht Astra al Lockstlle@ 90'Ashagal LoestileSO 135'Astragol W.lesdle@ Interlock P-hook Lacicee@lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135-Aemgal Heavy-duty Stiles Heavy-dutyStlle HeavydutYStile Heavy-duty Stle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heald -duty Stile Heald-0Irly Stile Heavy-duty Astragal Outside C Outside Inside Corner -I Corner Inside Career Outside Inside Comer I Corner Part p61 (x2) Part 861 Part p61 Part H61(Shle) part S681AStragal) Part k61 Part B61 (S41el Part#118(COmer part All. (Outj part N120 (In.) part III (Stile) Parts 031&#32 Pa1b61 Receiver) (Corn. & Fatl Mount) SIXLM I NTS I 8 = 22 Tenl F IS, SO Height to Max. (+) DP (Water Inblirebon Pa ng) Sill Riser Height I I -)Design (Flat MGda, sea Pressure, Psf Sheet 17) Flush-1-VT sea note Low-2-t/Y +45.67 Medium-3-1W +60.0 High-4' +90.0 SEE NO Le 1-3 OH LENGTH K S OOI OH RATIO 21 2 p L OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as plying with the Florida 13o11din9 code 110A-111e. 16.0629.06 ESHIseeon Date 02/17/2020 By Hlam rodast entr4 SEE SPLICE NOTE, THIS 24- MAX O.C. O.C. 0. NOM. PANEL WIDTH EXTERIOR NOPRAME 7+8-P-HOOKANCHORAGE CONSISTS OF: JAMB (T)P-HOOK ANCHORS, REQUIRED aQ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 1 POCKETS AND SEE POCKET (8) P-HOOK r--____ JAMS MOUNTING I 6•MAl(. INSTALLATION, ADAPTER ` THIS SHEET ANCHORS MIDWAY _ &SHEETi4 BETWEENP-HOOK `•L ANCHORS&AT3" ��®I FROMTOP& i I • i,. BOTTOM ;z o y ta` SEE'C5'CLUSTER MAXUNITNOTH — SEE'CS' CLUSTER DETAILS, DETAILS, SHEET IO FOR REQUIRES"C6" SHEET IO FOR INTERLOCK INTERLOCK CLUSTER SEE 2 60' NOM. DETAILS, SHEET 11 / .. 1 V, PANEL WIDTH I~ i .. TA . = FRAME ANCHORS UNIT e'MAX. TO OPENING Iyg BI le MAX O.C. (7®=P-HOOK EOGEOFPOCKET SEE I„qc I O ANCHORS INSTALLATION iEg I®I A DETAILS'Jc'8'Ki, ImkS°� IZU O=P-HOOK END PANEL SHEET I4&PART iUa®� lol MOUNTING -ANCHORAGE DETAILS'J'&'I . i I I- 3"MAx. ADAPTER (2 ANCHORS) SHEETIOPOR _ / ANCHORS PHOOK ANCHORS ANCHORAGE ENO PANEL ANCHORAGE ��xx*+T, xxx x �.sp• (SEESKETCHBELOWI a2 �v2' ANCHORAGE CENTERLINE S•MAX, TV ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL 7 2.04" EXAMPLE•54'lWEL 2TRACK 80°OUTSIDE CORNER - pXX/)CCO -EXT MOUNT POCKET ANCHORAGE PLAN: 6V x 96' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEEM") ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I3 SHEETS 64: CENTERUNE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21. 'INTERLOCK APPROPRIATE TABLES, SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, SEE^CS'CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. -DETAILS, SHEET IO ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'D.C. MAXIMUM. FOR INTERLOCK ANCHORS ATIF THE MIDPOINT OF END PANELS ARE ONLY 5.6 "+2'ANCHORAOE REQUIRECLUSTER IS OVER O.C. DISTANOTHERWISE THE ANCHORS ARE NOT CLUSTER IS OVER 24", OTHERWISEANCHORS ARE NOT 6, MAX REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS & P-HOOKS; 6" MAX. FROM BOTTOM, 21- MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR �2 TRACK OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAMEJAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR +2"ANCHORACE REQUIRES SEE'CS' CLUSTER END PANEL CENTERLINE CENTERLINE 'C6' CLUS HEFT 11 [- -OF DETAILS, SHEET IO ANCHORAGE DETAILS, SHEET 11 I INTERLOCK OFPANEL3 CENTERLINE '+2'ANCHORAGI OFPANEL4 fER..OFAUM. /1TK9 SG m (2ANCHORS) 8• MAX. LCENTERLINE OFPANEL 5 E SPACING & EXAMPLE PLANS ALUM. SGD-LM IMPACT e-ro. v7s s • zz PGTDIsO 6^ MAX. SEE'CS"CLUSTER DETAILS, SHEET IC FOR ASTRAGAL 6' MPX. 4PAIRS OF ANCHORS Pt'MAJL (TOTAL8 O.C. ANCHORS) PERJAMB (SEEJAMB DETAIL BELOW) ENO PANEL J� ANCHORAGE (SEE SKETCH BELOW) SPLICE NOTE NON-STRUCTURAL ANCHORS MAYBE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. _Noo- ;. 16-0629.06 Expimtioe D.WO2117/2020 By Nmm uel eMm ASTRAGAL OR .SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. 204' INTERLOCK -{ IF NEEDED INTERLOCKS CONDITION, USE INTERLOCK--l"IF NEEDED 2.04' CENTERLINE ERLINE i CENTERLINE '08'CLUSTER DETAIL) 175' E%rEwoR fi"DIAG. 1.75" 7' 7- 3.5" 21" q• pI I 144'DIA:Z==�MAX O.C. Exr 9 2.04" 2'04' 2.04' o 21e 5.64' MAX EKTEwoR 15" 7^ y EKrER[OR 4' DIAG. 7, V% MDR 7' 3.5' D.D. F1 Fn17' 6. MAX v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL _ 5.64' AASTRAGALORIhTERLOCK aASTRAGAL OR INTERLOCK Cd ASTRAGAL OP.INTERLOCK i-2-TRACK (USE WHERE 4CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,'C4) ANCHORS ARE REQUIRED,'C51 ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR fi'MAK. IfIt F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGALOR-_SPLICE LOCATION 6"DIAG. FRAMEJAMB INTERLOCK�IF NEEDED INTERLOCK CCNDNION, USE INTERLOCK -IF NEEDED 2.04" EXTERIOR ANCHOR PAIR CENTERLINE CENTERLINE "C6- CLUSTER DETAIL3. ) CENTERLINE 3.5' 3.5' 7' 5' ANCHORS )CINSTALLED 21' EITHER IN THE HE EM.ORINT. 2.04' } 'DIAG. MAX TRACK(INT. SHOWN) q Og• 4.08' 2.04' ` I 5.64- 'NOTES: 1. ALL DIMENSIONS SHOWN EIRTE'IwOR T' EM,IEROR 7, 4' DIAG. EKTEnwOR 3.5' - ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL ly 6°MAX. ALLOWED. SASTRAGAL OR INTERLOCK C�ASTRAGAL OR INTERLOCKOR INTERLOCK (G ASTRAGAL OR INTERLOCK � 2. FOR HEAD ORSILL SPLICE { (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER r 3-TRACK FRAME JAMB LOCA71ONSIANCHORAGEAT ANCHORPAIR P-HOOKSEESHEET9. IS ARE REQUIRED.-G4") �3.5• ANCHORS ARE REQUIRED, C5) ANCHORSAREREOUIRED, C6) (FOR SPLICE FOR SPLICED OR L...SPLICE LOCATION IF NEEDED ASTRAGAL OR INTERLOCK'1(FOR SPLICE ASTRAGAL OR INTERLOCK-'- CONDITION, DO NOT CONDITIONS ONLY: �CK-'I CONDITION, USE USE THIS DETAIL) SPLICE LOCATION INE -�j 1 CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE 8 S. IF NEEDED 3,5^ PRODUCT REVISED 3.5^ 3.5' T yIn wltl, N. Flerl4R Bunaing Co�c i 2.04' I I a° owG. E%i�E QR v 4-TRACK FRAME HEAD/SILL ,{D __ASTRAGAL OR_ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4°) NOA-No. 16-0629.06 4' DIAG. 2.04' 4• DIAG. 2.04' FapiroOen D.t 02/17/2020 2.04° 5.37'DU\G. } 'DIAG. MYiam P ro ud control 4.08' I z.B4• EEnEMOR 7- Ex*TfTT73s' woR 7' 3.5' Tl 4-TRACK FRAME HEAD/SRL V 4-TRACK FRAME HEADISILL ^ AASTRAGAL OR INTERLOCK INTERLOCK (ASTRAGAL OR INTERLOCK OR INTERLOCK - IP^ (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C5") WITH B WITHOUT SPLICE CONDITION faro rsamaoro'PwVE ANCHORAGE, EXAMPLE CLUSTERS i SERIES 770 ALUM. SGD.LM/MPACT RHo— AAVNNR1FwNP.E «mm, OPAIRx psm ® sao-na MS f0 +22 PGT0f30 S P.En5N4s 1 —.4 3.5° I—\ 2.04" J _woR 90; CORNER 2-TRACK FRAME HEAD/S (USE WHERE 4 CLUSTE ANCHORS ARE REQUIRED, 4.08' - INTERIOR 4" MEROR I 90° 4.08" 1 5.37 G EVERIOR 3.6' 7° 90" CO 3-TRACK FRAM ("CB-PNCHOR CLU AT ALL 3-TRAC INfITERIOR 4' INTERIOR 90" I 6.12- 4 4-DIAG. 6.12" I INTERIOR 7" Ex1ERIOR 4- 4° 2.04- EXTERIOR 90° CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5OR6 CLUSTER j ANCHORS ARE REQUIRED, "CB") VeL INTERIOR 4.08" INTERIOR 2.04" INTERIOR 2.04" NOTES: 7„ 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 8.94' ' 3.5. ALLOWED. 2. DETAILS DEPICT ANCHOR ° QUANTITY AND SPACING, EMRIOR1 AND WOULD BE IDENTICAL WG. 4•DIAG. FOR EXTERIOR OR INTERIOR *1.#INTEMOR CORNER CONFIGURATIONS. IDKMRIIIOR4 +1ANC 2.048.94" 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL r 12.0 CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 6OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6') "+2'ANCHOR \� INreNOR \ J4 �?! oe^ •+t'ANCHOR EXTERIOR I 7' J� 4" RNER 135-CORNER E HEADISILL 3-TRACK FRAME HEAD/SILL STER REQUIRED ("CB" ANCHOR CLUSTER REQUIF KCORNERS) AT ALL 3-TRACK CORNERS) 6.12" INTERIOR 2.04"a — EXTERIOR Sar INTERIOR 3.5' 35" 4' 7' --.4 3- � 4' IXIERIOR T° i? 90° CORNER 4-TRACK FRAME HEAD/SILL (Y_B' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 6.12' 4"DWG. f--•J 3.5' NTERIOR .14' ALL 4TRACK CORNERS) 2.04 4"DIAG 3.5' EXTERIOR CENTERLINE OF PANEL +3'ANCHOR CENTERLINE 204• 4-DIAG. 4 OF PANEL INTERIOR ON •+2"ANCHOR 3.5" " EXTEnRIOR VIEWS 7• V CENTERLINE OFPANEL 4'DIAG 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT 2.04" .12• 3.5" CENTERLINE OF PANEL PRODUCT REVISED aF com I In wIN Na Flodtla ^+3" ANCHOR NOA-Nle g -o 2.04" NOA-Na. 16H9629.06 EXa1Ta0Rn Date02117/2020 e EXTERIOR 408" By EXTERIOR -D weucT conV01 3.5- 204' CENTERLINE OFPANEL 4-TRACK FRAME HEAD/SILL- INTERMEDIATE ANCHOR LAYOUT _ (3-TRACK SIMILAR) t 2I'iFi 16 l ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM SGD-LM IMPACT .. argn+ A. LYNNIISPOS PE ssOam NTS 11 +12 PGTI7130 B PEx50]os VSTALLATIONDETAILS EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: MIN. OF 3 THREADS BEYOND EDGE DISTANCE: SEE TABLE A. SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/16°' 2-0/16— 2-1116"' NOTES: EXTEEROR 1/4• I/4' 1/4' 1.ALLDIMENSIONS 1 MAX SHIM EXTERIOR o 1 SHIM IXT6BIOR 1 SHOWN ARE BASED SHIM ON MIN. ALLOWED. 7 BEOMENT: I 1 a 2 METAL OR WOOD SUBSTRATES MAY BE E TABLE A. USED FORALL FRAME SHEET 1' TYPES RENTABLE A, 2XWOOD WOOD ANCHOR TYP.. 2X WOOD WOODANCHORTYP.. METALTYP., EMS ANCHOR TYP., SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A. SHEET 1 2-TRACK FRAME HEAD ®w 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD (s METAL INSTALLATION O.C. SILL) MIN 4' (HEAD S SILL) MIN 4- (HEAD WOOD INSTALLATION e®w WOOD INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2XWOOD WOOD ANCHOR TYP., 2XWOOD SMS ANCHOR TYP., METAL TYP.. DETAILS, SHEETS I0&11. SEEI/WCHOR NOTES TYP.. SEE ANCHOR ETYP ANCHOR SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEEE 3, SHEET I SEE & TABLE A. SHEET' 1 NOTE4,SHEET1 SEEANCHOR ANCHOR mz ANCHOR MIN. OF 3 THREADS BEYOND DTE 5, SHEET 1 (i!4"MAX.) NOTE 5. SHEETI1 NOTE 5, SHEETI THE METAL SUBSTRATE T (1/4" MA%J. (1/4" MAX) �[ EXTE0.IOR EXrERI� EXTEwoa I EMBEDMENT: SEE �2-1H6 TABLE A, SHEET 1 . EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEEjTABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT:SEETABLEA,SHEETI EMBEDMENT: SEE TABLE A SHEET ME SILL WOODCNSTALLATION WOOD INSTALLATION LATION @METALCINSTA�LLATION EMBEDMENT: SEE TABLE A, SHEET 1� EMBEDMENT: SEE TABLE A, SHEET 1 ' EDGE DISTANCE: SEE TABLE A. EMBEDMENT: SEE METAL TYP.. SHEET PRODUCT REVISED TABLEA,SHEETI --'i EDGE DISTANCE: SEE ANCHOR aeompl m wail n,e Florida Building 2%WOOD EDGE DISTANCE 2X WOOD SEETABLEA, NOTE 4, SHEETI 16-0629.06 TYR, SEE ANCHOR SEE TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 12.11.6ee oat 02/77/2020 NOTE 3, SHEET 1 NOTE 3, SHEET 1 2_1116, SMS ANCHOR TYP. 2-1/18° SEE ANCHOR NOTES Mean, reduce e OR ISE 2-1/1W &TABLE A, SHEET ANCHOR tEEANC WOOD ANCHOR TVP., MIN. OF3 A, SHEETI B TABLE A, SHEETI SEEANCHORNOTES THREADS r��r $TABLE A. SHEET EXTERIOR BEYOND THE O" .I LYNN 1, EXTERIOR �If B%TEwoa METAL , VT�1/4•MAX. SHIM j 1!4" MAX. SH SUBSTRATE 1/4-MM. SHIM � C#:i Ne, 53706 2-TRACK WOOD FRAME JAMB 3-TRACK INSTALLATION S WOOD FRAME INSTALLATION JAMB 4-TRACKFRAMEJAMB I®w METAL INSTALLATION yp t JR 10/1d14 I� I LERT:OFAUIN. fP93d6' I a Sg0.%)0 I ATGI 12 a22 1 PGTO130 I B I ..-PE#5BT05 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A SHEET I NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: TALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A SHEETI CONCRETE SEE TABLE A SHEET I TABLE A, SHEETI SHOWN ARE BASED PERTABLE, 2-1/18 PERTABLE 2gry6•• PERTABLE 2q/I6.. ONAGONALOWED. A,SHEETI1 A, SHEETI A, SHEETI 1/4' •DIAGONAL O.C. IS ' ''1 ;1 MIN ^(JAMB)SEELL) a_ T SHIM r OR6•MAX' EMBEDMENT: J 1/4' 1/4• O(reROR 7 I DETAILS,SHEETS SEETABLEA. MAX. /ti MAX a 10&11. SHEETI SHIM �r' PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., WOOD BUCK TYP.. SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE SEEANCHORNOTESS WOOD BUCK TYP., SEE SEE ANCHOR NOTES ANCHOR NOTE 3, SHEET� E ET 7 ANCHOR NOTE 3. SHEETSHEET 1 ANCHOR N® 3. SHEET I TABLE A SHEET 1 E HEA FRAME HEAOA FRAM HEAD EFRA I N B®c CONCRETE INSTALLATION OONCRK INSTALLATION CONCRETE ANCHOR TYP.. PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHORTYR, PROPERLY SECURED IX SEE ANCHOR NOTES S WOOD BUCK TYP.. SEE SEEANCHORNOTESS WOODBUCKTYP.,SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE q SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE , SHEET NOTES, NOTE 6, SHEET 1 SHEETI 1 M) .. (1/4"MAX) EXTERIOR EXTEROR �2-1/18 CONCRETE 21/76' 2.1116.. PER TABLE CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEETI SEE TAGEA,SHEETE PERTABLE BEE TABLE A, SHEET 7 PERTABLE SEE TABLE A, SHEET 7 EMBEDMENT: SEE TABLE A. SHEET 1 A, SHEET 1 A SHEET 1 EMBEDMENT: SEE TABLE A, SHEETI EMBEDMENT: SEE TABLEA SHEETI ME'StL FRAME SILL 4-TRACK FRAME SILL D- CONCRETE9NSTALUION CONCRETE INSTALLATp TION CONCRETE INSTALLATION eTtCM0N=jT7=ENSMAL=LA ON EMBEDMENT. SEE TABLE A. SHEET 1 �I EMBEDMENT; SEE TABLE A. SHEET 1 --I EDGE DISTANCE ' EDGE DISTANCE: PROPERLYSECURED SEE TABLE A, EMBEDMENT: SEE CONCJCMU ANCHOR SEE TABLE A, IX WOOD BUCK TYP., SHEETI PRODUCT REVISED �7 TABLE A, SHEETI SHEETI TYP.. SEE ANCHOR SEEANCHORNOTE3, s mplpino wiM m. Frofi4a Bplleln0 PROPERLYSECURED EDGE DISTANCE: NOTESSTABLEA, SHEETI NOA411 16-0629.06 1X WOOD BUCK TYP., SEETABLEA, SHEETI '� 2.I/i6•• SHEETI D.Pl.tl.. Daro02/17/2020 SEE ANCHOR NOTE 3, . 21/16„ CONCJCMU ANCHOR SHEETI pROPERLY SECURED T'P., SEE ANCHOR 2-1/I6" NOTES S TABLE A. 6Y Miam-0 un Conm CONC./CMU ANCHOR, TYP.. SEE ANCHOR 1X WOOD BUCK TYP., SHEETI CONCRETE NOTES B TABLEq '- SEE AN.H.RN.TE 3, '• CONCRETE OR CMU SHEETI SHEE71 CONCRETE ORCMU T WCR f' PERTABLE 1u',Inryr ORCMU TXTERIOR I '__ PER U-L A SHEETI �J�• �( CINk T1R� V 1/4' MN(. SHIM ---I F•� PER TABLE ��77 .- A. SHEET 1 A. SHEET i V IW MAX. SHIM F--- 1/4' MAX SHIM F--- RAMEJAM 3-TRACK FRAME JAMB ga 4-7RACK FRAME JAMB - + N.. 5070 '0p CONCRCTE/CMU. INSTALLAI ON CONCRETE/CMU INSTALLATION Ic CONCRETE/CMUINSTALLATION - - C m...n � fomlrfimmoaYDmvs ANCHORAGE DETAILSFD $ERIE3770 ALUM SGD—LM IMPACT NVHlCP Fl.995 ep„y,4D,Fm crosoFwTN.4zsme �. C`h .�1 G.31DhiUi�-` y cy�•- A!Lrla+M1n�CTISN.v.E. 'PfeEE>8i n p�., .rw —f mfan4 ....,.,� scuTm .1 N75 13 a22 p...w PGT013D B INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING —\ TABLEA SHEET 1 EMBEDMENT: SEE TABLE A. FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYP., INFILTRATION SEEANCHORNOTES & TABLE A, SHEET I (ALSO SEE TYP. ILLUSTRATION, SHEETS) TABLE A SHEET EMBEDMENT: ji SEE TABLE A, 26 EXTERIOR SHEETI IKWOODANCHORTYR, rA:V P-HOOK SEE ANCHOR NOTES 8 TABLE A. SHEET 1 CONCRETEOR, ALSO SEE TYP. CMU PER TABLE ( 6 E, LLUSTRATION, SHEET 9) EDGE GEDISTANCE A, SHEET ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20,#22 OR#24. WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES IA 2A& 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METALTYP.. SEEANCHOR EMBEDMEM:SEE P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET I; TABLEA SHEETI ADAPTERSMS CMUPERTABLE, MIN. OF 3 THREADS ANCHOR TYP., SEE ASHEET1 BEYONDTHEMETAL ANCHOR NOTES SUBSTRATE 48 &TABLEA, SHEETI EMBEDMENT. (ALSO SEE TYP . ILLUSTRATION , SEE TABLE A EMBEDMENT. SHEET 9) SHEETI SEETABLEA, G DISTANCE: SEE SHEET 1 E A, SHEET 1 P-HOOK SMS ANCHOR TYP., J EXTERIOR SEE ANCHOR NOTES n & TABLE A, SHEET 1 V (ALSO SEE TYP. pMIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19. #21, 923 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A 83A MOUNT FOR WATER RATINGS) ONLY mrr.opwrN� EDGE DISTANCE -- CONCJCMU ANCHOR TYP., SEE ze ANCHOR NOTES & TABLE A, SHEET I 1-1/4' MIN. EDGE DISTANCE E%1ER10R P-HOOK MOUNTING ADAPTERCONCJCMU - ANCHORTYP., SEE - ANCHOR NOTES&TABLE EMBEDMENT: SEE A, SHEET TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20, #0 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING EMBEDMENT: SEE ADAPIERCONCJCMU TABLE A SHEETI ANCHOR TYP., SEE _--T—T--�-I ANCHOR NOTES&TABLE SHEET 9) 1-1/4' MIN. EDGE DISTANCE P-HOOK CONCJCMU_/ RJDERIOR ANCHOR TYP., SEE fl_ ANCHOR NOTES & TABLE V A, SHEET 1 purMIN. (ALSO SEE TYP. 1;9EDGE DISTANCE ILLUSTRATION, SHEET 9) ®Ka P-HOOK FOR USE WITH BOX SILL RISERS PARTS 919, 921, #23 OR 925, CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FORWATER RATINGS) ONLY o� ANCHORAGE DETAILS SERIES 770 AL UM. SGD-LM IMPACT a sOo-np Na a iS 14 a y2 PG70130 NOTES: 1, ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TARES 7-3, SHEETS 6A FOR REQUIRED Pi100K AND P-HOOK MOUNTING ADAPTER ANCHORQUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED plying wIN the Rand. Ballet.,CeE No".. 16-0629.DS Papira6an DatteeJ0211712020 Miami -Dal cducl Control ' Ba, 92'105 �'A - 6: f6 1g v? - ..`toRtt��mtt'r r� rcpwj�(ry1FR P.E. HEADER DETAIL'A', SHEET 18:INSTALLATION DETAILS'AW 8'Ae, NOTES: SHEETS 12813 ) iEE SHEET 17 FOR IN PANEL CONFIGURATIONSS AS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6A FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 8107410)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGALBINTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. j SILL DETAIL'D', SHEET INSTALLATION DETAILS 'Dv/ 8'Oc'. SHEETS 728 73 PANEL CORNER DETAIL PANEL PANEL TYPE TYPE OS' 'A' NOM. MAX PANEL PANEL }: WIDTHn HEIGHT SEE PER NOTE2 TABLES1 1/T MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH OLO TYP. PER TABLES 1.3 WIDTH INrERIDR EZT5MR 90' PANEL TYPE PANEL CORNER DETAIL'NY, AS' TYPE SHEET 198 CORNER 'M ANCHORAGE SHEET 11 MAX. UNIT MAX. HEIGHT INTERLOCK DETAIL DLO PER 'M',SHEETI9 HEIGHT TABLES ExTERIOF INrERxM 3 18 LL JAMB DETAIL'GY SHEET INSTALLATIONSHEETS x 'GW 8'Gc', SHEETS 12813 'G 12 &I 13 DLO WIDTH=NOM PANEL WIDTH -7" \ 90° OLD HEIGHT = DOOR UNIT HEIGHT - 10. 126' EXAMPLE: 90' INSIDE CORNER, 4PANELS -XX/XX PANEL HEIGHT=DOOR UNIT HEIGF�T-1.866' STRUCTURAL FRAME CORNER DETAIL Part9 Dowrlptlon Material 124 Kommeding 4SG TPS Spacer System 125 Ouanex Super Spacer nXTwlth Hot Melt Butyl Seethis Sheet 126 Ouanex Dumseal Spacer lCardinal or Ma edak t. 127 JZ Edge Spacer ' I �rcnrncc maa Krvnia. ricronr, ouooa oe,v IS STRUCTURAL SILICONE FOAN1 WITH DESICC G/U�- —INT.mAss C(Z,v —INT.G7AS5 Iu KODISPACE4SGTPS to SUPERSPACERONXTT" ALUMINUM REINFORCEMENT E DESICCANTFILLAREA NDA-Ne 16-0629.06 BP�S 5/t6'NOM. 918'NOM. SEAL ExplmOaR Data 02A7/2020 BUIYLB SILICONE SEAL SICCANT ROLL -FORMED aY - STMNiESS STEEL Miam a uct l-anirol <4v� - -INT. GLASS vtv \—INT. GLASS IR DURASEAL® SPACER +s' XL EDGET"SPACER SG67m NTS I 15 • 22 PGTO130 CONFIG. EXAMPLES MIXED JAMB DETAIL'G2', SHEET 18: INSTALLATION DETAILS'GW &'Gd. SHEETS 12 & 13 \L HEADER DETAIL'A', SHEET 'LP & 18; INSTALLATION DETAILS T 19 'AW &'Ae, SHEETS 12 & 13 PANEL PANEL PANEL TYPE TYPE TYPE TYPE JPANEL Mn NOM. PANEL // UN HPIE MAX. WIDTHTYP. q H SEE TABI DLO PER TABLES 1.3 NOTE 2, 1: HEIGHT SHEET 15 a a D x TH —r I MAX. UNIT W ID SEE FRAME & PANEL CORNER EXAMPLE: OXXX CONSTRUCTION DETAILS SHEET IS 2-TRACK ASTRAGAL DETAILS'L1' 8 AS DETAIL'03% SHEET 18; DETAILS'GW 8'Gc', SHEETS 12 & 13 HEADER DETAIL'A', SHEET 18, MAX INSTALLATION DETAILS'AW &'Ae', OLD JAMB DETAIL'CT. SHEET �SHEETS 12 813 �WIyRul f . INSTALLATIONSHEETS 1 TAILS Typ, II ^( 'GW 8'Gc', GREETS 72 8 13 90' , "TE PANEL PANEL PANEL PANEL OCK DETAIL APE TYPE TYPE ET I9 ' 'CS' Gs' MAX UNITTSIDE CORNER 'IT NOM. HEIGHTL TJ7', SHEET 19 & SILL DETAIL 'D', SHEET / / / SEE ERANCHORAGE II ti ES MAX/ WIDTH TYP. TABLES 18; INSTALL OLD PER NOTE 2, 1.3 DETAILS HEIGHT TABLES iJ SHEET 15 .Dv/ S 12[V� SHEET& R NOM. PANEL W X WIDPERTABLES 13 , L IL=4 io IL'D', SHEET I8;MAX. UNIT WIDTH ATION DETAILS SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL 'IT, SHEET 16; RLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW & '1 INTERLOCK DETAIL'M', SHEET 19 'li, SHEETS 12 & 13 HEADER DETAIL , 1 JAMB DETAIL'H2', SHEET P-HOOKDETAIL'J' & W. SHEET 18; INSTALLATION DETAILS 19;INSTALLATIONDETAILS'JW, HW &'Hc', SHEETS 12 & 13 'Jd,'KW B'Kd, SHEET 14 MA) HE 1 TA 13'. SHEET 18: INSTALLATION—) JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET DETAILS 'BW &'Be, DETAILS'N/ 8'Ic', SHEETS 12& 13 181; INSTALLATION DETAILS SHEETS 12 & 13 'CW &'Cc', SHEETS 12 & 13 1� MFA. UNII WIUlI1 --- _ PANEL PANEL PANEL TYPE TYPE TYPE L''M''F TIZIEL UNIT NOM.GHTPANELERWIDTH TYP ILES PER -3 DLO SEE NOTE 2, TABLES 1.3 g HEIGHT GREET IS u- i a b b I D _ EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'El', SHEETS 12 & 13 �t1. P'AUM.F9W MAX. UNII WIUIH PANELTA.NFL PANEL PANEL TYPE E TYPE TYPE M. 'F 'P' M NOM. UN PANEL HEI WIDTH TYP. / PE SEE MAX. PER TAB -NOTE 2 DLO TABLES 1.3 1 SHEET; HEIGHT X 0 EXAMPLE: XXXO (4-TRACK, BY-PASS) sco-Tm GHT PRODUCTREVISED as co glC rillr 1&o Florida NOA-Ne. 16-0629.06 T IT ExPlmuon Pate02717/2020 R By LES Mia a ecoa j SILL DETAIL'P, SHEET 18; INSTALLATION DETAILS 'FW&Td. SHEETS I2& 73 TIONS 2 SGD-LM IMPACT•,':-. a+vr °� ALITLY MILlE1L P.E 18 s71 P0T0199 B P£EYNS 12-14 FOR FOR INSTALLATION DETAILS) -I EXTERIOR Gt 2-TRACK JAMB C�05 W/RETAINER#106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) 1 2-TRACK JAMS CLIP #W OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) SHOWN WITH E 2-TRACK W/SCREEN OPT. SCREEN �FRAMEHEAD TRACK EXTEN a 2-TRACK W/SCREEN D FRAME SILL - ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS SS FOR DP (PSF) ASSOCIATED W R-H STILE. 106 FULLPANEL JAMB LENGTH 600R61 106 14 SNoir 17 5 � fi00ft 61 6 5 EOOR 51 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI WITH FOR FIXED OPERABLE 60 PANEL CLIP 68 io?ii PANEL) SEE DETAIL G2 fJ1 EXTEROR 103 J pp�0KK pR 113 )5810-11 in FOR FIXED 5 HOOK 81 PANEL CLIP 103 1S 6 112 16 1] 40 G4 2-TRACK JAMB MOR61 I -I. ERIOR �E%TEMOR I -I EXTERIOR �EXiER10R 61 52 W/SCREEN V V 3-TRACKJAMB 3-TRACKJAMB 4-TRACKJAMB 4-TRACK JAMB ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH Rt OPERABLE PANEL) Ho FIXED PANEL TO I1 FD(ED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 15—RIOR EXTERIOR EXTERIOR V a a 3-TRACK 4-TRACK MAX. UNIT FRAME HEAD FRAME HEAD HEIGHT PER TABLES 14 EXTEXTERIOR 09 20Ri3 att )20R 3 10 119a 113 5 3-TRACK 4-TRACK E FRAME SILL F FRAME SILL Dees 1arvTEcxvaocv0wrE VERTICAL SECTION DETAILS M l'e/IICE 0..tOT)5 tp,ly,eplp� SERIES 77OALUM. SGD - L.IN IMPACT eERr.OiA6M. NyaB I �J sco-np NTS 1 18 122 P=130 EXpimUon Date 02/17/2020 By Miam uct cones (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) e 3 EMRIOR STANDAROASTRAGAL#61 HEAVY-DUTYASTRAOAL#68 90°OUTSIDE CORN ER u WITH STANDARD STILES 960WITH HEAW-DUTY STILES#61 Hi 2-TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 4 INTERIOR 4 INTERIOR 135° 5 8 14M13 6f IDE%TERIOR � 11 8 �sfo]-It 31 103 81 —RICR ] 14 13Y INSIDE CORNER (UTRACKSHOWN OUTSIDE CORNER 0135- Ot 2-TRACK SHOWN 4 W ERIOR 6 11 90° INSIDE CORNER N: 2-TRACK SHOWN 'Cl INTERIOR 1. SGD-LM /9 + 22 NTERLOCK ° ITEM #61 (HEAVY-0UTY STILE) SHOWN, ITEM 960 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 13, SHEETS 63 FOR DP (PSF)ASSOCIATEO WITH STILES. PRODUYC�T REVISED 9u1�CInglCang with the Florld. HOA-Ne. 16-0629.06 E p[mIWR pate 02N712020 NOTES: 1) ALL ALUMINUM=6063-T6 2) ITEMS # 33-39. 56-59, 66.78.84-99. 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 912 OR #13 REQUIRES MIN. #10 SMS OR 3H6' MASONRY ANCHORS @ 24' MAX O.C. PRODUCT REVISED BWcog,16 G wllh the Florida Min9 Cado Nva-LTo. 16-0629.Ofi Expiration Date 02M 7/2020 B Miam reject Dentin F T ttem p GT# PGT# Descripti ]PTPTFaavLjjvmrvE KVIXIC£Fl.i1il6 ior�Tem fFRf.tYAMlKfASB ® � PARTS LIST .'. ALYMff5smt,PE PE.k50ro5 oae SERIES 77OALUM. SGD-LM IMPACT 600.TA AIT$ 20 +22 a•.wr PO7D130 B JR 1N1Or14 on 1 ti308 01 J306 2-IIIAIXHEPD 2 1T303 B1T3G3 2-TRAf1(NEOD WR116CREQl ML 3 1]309 61J309 3TRAIXHEA0 1 iH12 fitro12 4--TRACK HEPD 5 1i31d 01ID11 FRAME SCREW COVER 6 1T31T e1J31J FRAME HEAD/JLNB ADDON i 1T301 01T301 2-1RAIX6LL 0 1]301 81]3w 2-1RACX 66L WRH 6CREEN PAIL 9 1T3m 8113m 3TPAIX 6LL 10 L13ID BiT3f0 4--TRACK SLL 11 tT3t3 61J313 FRAME SLLTMIX wSERT 12 t]315 fif1]15 FRAME6LLSCREFN ADDON (SEENOlE 3) 13 ti318 BIJ318 FRAME6LL 6CPEEN FNDA[t]11N (SEE NOTE 33 14 1]305 fi1J305 2-TRRIX34MB 15 1]302 01i302 2-TPAIX JPMB WRN SCREENRAR 1B R300 81]3110 3TMIXJPMB 1T 17311 Btro11 4TPAIXJAMB 10 1]Y1 01T32T SLL RGER-RAT,FW6H, 1-t? 19 113f9 0113f9 SLL RLSFR-BOX LWSN, t-11Y 20 1A21 01T321 B6L P5EA-FIAT, LOW, 2-0YY 21 7310 B9310 SLL RGER-BOX IOW, 2-02' 22 17365 8L1355 SBL R6El4-FIAT, MEONN, bt/1' ?a 1)35d B1T354 SLL R5El4-BOX h1E0gM, J-111' & i)323 61T323 SLL RBEA-FIAT, NqN, 1' 25 t]320 et'/320 SLL RGER-BOX NGN, 4' 20 fiW3 BITW3 POC10?TP4100K 2l i0ro 07O7O NEOPRENE BULD WSiP FOR P4]OOK 20 11331 6173N POCHET PIIOOKMWM 29 D335 BIJ335 PH100N COVER 30 Iro40 81]3dB POCB(ETPIIOOK FOR BOXRISER 31 113T8 81T3)0 195 CORNER 32 1I376 OlroiB 136F�0 MDBNT ITEMS 40G3 ARE ...... 3: 10 43f9 OIT250 SCREQlSDE ML-LOIX6T6E 41 ]WLKWG$K SCREEN LOIX6EF 42 41810 SCREEN REEFER SPACER 6ET 43 8152 80162 SCREEN 04IEflL0IX ADPPIER 44 /428 6M2B SCREEN DOUBLE INTERLOCK d5 9NI 811356 SCREEN TOP PAR 48 9Ji0 01225T 6CREEN BOTTOM RAL 1T B08 ]SRAZ fiTANOPR00.01]ER dB B80 ]SRA% STANDARD ROLLER-6T. S1L 19 d3b 6434d SCREEN ASIMO44 50 11319 0N319 OHIISIXEENASIRAOTLLA64PTER 51 ffi92 B1fi92 SCPEQI SPLNE -.IBS' � 1894 81891 SCREEN SPLNE -.150' 67 81016C20 SCREEN CLOTH 54 tT25 In" Xd"%1/I8'SET. BLOCK, NEOPRENE OS Hi 55 17ffi 1•Xd'X1/18'6ET.8LOCILNFOPRENE 83 V5 Item pWGT# Oeaejpllan 60 11325 6N325 PANEL STILE fit 11320 61ro2fi PANEL SIREOIEAW DIN1T 62 1ro21 81TJZi wIERLOIXAOPPiOR W /225 BTP240 VINYL BULB WSIP.-iNw DI$DE INTERLOCK) 61 1T29 T1J29 9W. END VrEATHERBTRP PAD 05 iJ320 811328 wIF31L0IX SCREW COVER a] iT329 011029 A6IRAGAL ' BB 1T339 BVSf9 NEAW WIYASIRAGAL e9 f I321 01132d TOP 8 BOTTOhf RAIL ]O 1J350 11J350 WEATHQ]SR4P E%IEN6gN 1013ECIDN MOWEO) Ti 1695 ]ID95 1-0Q'%1'%YP MGN Fill SEALOUSTPLU0.S T2 8163 T0153% TPNDEM SF. STL ROLLER ASSY. T3 819 I0151N TANDEM NYLON ROLLER A65Y. T4. GLGONE OOWA99, OOW-9360fl 0E-TT00 ]5 SI05 T01B5X OEl0N1 MORTICE 3PLY WAL LOCK WILDNO TRM PLATE 18 ]1035BFPFX k1002%1'FL. SS SCREW W]TYPE'F'TP TT Ttro239 103251EELZWG UIIUT T9 1)35] 61T351 1'G BEAD W 1ro59 81)359 ]NB'BEADIFBEO PANEL LLP 01 9J60 81)3fi0 9/tB"BEAO fit 1224 B1P24]K VNYL BULB WEATHERSTRP 03 a1N5 iTdS WWE NC,42 %1119.60L 610E PDH. TAPE,POLVETH. 1W B052 10052 ROt3132AW NOTE PLUG 101 T20Bi .WdB BUMPER f02 1890 T1699 WSTPLUG f03 0108 Ttl1RU( 1-KEEPER 101 853 JSOKEFP 6CREEN LOIXKEEPER 105 tJ119 61]341 FBED PANELCLP-O-LONG 1W 1I35T 811352 FaED PANEL RETAHE0.-9'16• f0l 1]39 i1JJ9 HANDLE KN-NTERgR RAISED WON THUMB TURN f00 1]d0 T1Td0 INNDLE KR-RA6ED EtlERgRHPNIXE f09 1T31 TB1B25N HANDLE KR-RECESBEO NIERDR WRH THUMB NI9N 110 1J32 lBPB HANDLE KR-REL£SSED E%IERgR PULL III T10%HPPSOPX p10 X314'PH. PH. TEK-5.5. 112 1235 BTsta WS1P, .210 X.1ro-Fw 6FAL 11] 1)12 8405fi .10TX23p'FNSEAL 114 T10XI15PPX g10%1-12- 115 T10#+PT k10%t' 118 T210f1% k1420X1'S.S. 1/l J20%112% p1/40%1-12'S.S. 110 1ro38 BR336 900EGREE CORNER RECEIVER 119 1J331 61ro3J BO DEGREE OUISDE CORNERASINAOAL 120 11330 B11T330 WDEGREE WSBJE CORNERAS]RAGAL 121 1T35T 81]352 FOEO PANELRETAWER ]/8' h0.080' 1.505" 0.081" 02-TRACK HEAD 1D 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.188' 1.21T 0.067' O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) I 6.526' 0.080• 1.505 03-TRACK SILL (6063-T6 AL) 7.105" 8.221^ 80' 0.0FrI WhT 1.505' 1.21t' 0.081' O3 3-TRACK HEAD e02-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142' 4AT "0.080" H-n-Trm- 7.21Pp5" 0.081" O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (W63-T6 AL) 1.514' 0.082° 1.516' 1.z60• 0.532' 0.060. OFRAME HEAD/JAMB SCREEN FRAME SILL BCREEN ADD-ON 12 ADD-0N (6063-TBAL) (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY SEE SHEET W FOR SILL RISERS. ANCHORS ® 24' MAX. O.C. I—ir— 0.060• 0.760' 99 FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. 410 SMS OR 3/16' MASONRY ANCHORS pQ 24" MAX O.C. 8' 2-TRACK JAMB W/ 15 SCREENTRACK (6063-T6 AL) S• 03-TRACKJAMB (6063-T6 AL) ca YTRUSIONS FRIES 770 ALUM. SGD - CM IMPACT n ww sco-m N75 1 21 w 22 PGT0190 7.B7T I�— 11.019" 0.062' �-- 0.081" SCREE 40 SN TILE (6063-T6 AL) 5.069• -I Imo— 1.045" I t9gro 1 0.087 O14 2-TRACK JAMB 45 SCREEN OTOP RAIL (6063-T6 AL) (6063-T6 AL) fl 4-TRACK JAMS (6063-T6 AL) 0.875. 7.993'1'�6I L 0.062, SCREEN BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as plyyingg wM the'.. BuiltlinB Gtle .No. 16.0629.06 BxpNatien Date 02N 7/2020 By Nmm� act conm 0.716' 0.83' 3.802' �� I 3.802' 2.374' 0.762• -y 0.752 L 0.885' 0.574" 0.798' TO 064 �0.06?" 0.082' .JU J D.284' JJJ 0.080" 0.233" 0.075" OFRAME SILL P-HOOK MOUN]ING P-HOOK SCREW 5 GALL x6 P-HOOK xe x9 ao P-HOOK FOR BOX RISER SCRET6AL) OTRACK O- O(16 OR OCOVER 0.080" 8081TB AL) (fi063-T6 Al) (6063-T6AL) (6063-T6 AL) (6068-TB AL) (6083-TB AL) ( .016' .158' 2.30- 1.488' 0.080' 0.830. I .080' L1,870- .974' 2.44' 91 I135' CORNER 32 135° FIXED MOUNT (6063-T6 AL) (6053-T6 AL) 3.979- F 0.0]5° O125- 1.003. 0.757- 0.050' 195 PAN ELL CLIP (6063-TO AL) .550' --y 0.]09" 0.080• --4 FIXED PANEL IDB RETAMER.9/16' (6063-T6 AL) r340 21 66 STANDARD STILE (6063-T6 AL) 4' '.739' 0.133' 0.062' f 1.303' 1.s9D 1.888• 0.325. Vim- 3.125' 0.082" INTERLOCK INTERLOCK 61 HEAVYDUTYSTILE ex ADAPTER 8SCREWCOVER (8063-T6 AL) (6063-T(IAL) (6063-Te AL) ,II,' [ 4.125' } 1.646' 0.062' J 1.304' 0.281' -.1 I- vex se HEAVY DUTY ASTRAGAL (W63-TB AL) O TOPBOTTOM RAIL (6063-T6 AL) I--� 1.050' I-^ � 1.050' 289' I ,611' �I .465' 045' .045' �- F045 �-- GLAZJNG 79 SEAD(I.G.) OW R/160GLAZIING 01 B/IF13LAZING (063-T6 AL) PANEL CLIP (6�63--TB AL) (6063-T6 AL) . 1.03" 4" �"j 5.821' PRODUCT REVISED pl In with the Florida L 0.080" - .0=1ny �odRe NOA-Ne. 16-0629.06 9• 0.133" _ A�tT a In6en Date O2J47/2020 2.893 1.498' 1'4� RLam ro uct Con o 0.080' 0.863 FIXED PANEL 6.621' 4" tx3RETAINER 7/8' 2826" 12090'NSIDE CORNER ASTRAGAL (6063-T6 AL) H990° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) , 90' CORNER RECEIVER (� -76 AL) H8 - (6063.T6AL) 22 a 22 1 PGT0/30