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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: ! ��y �1 q REVISION FEE: ! 0 O PERMIT # 1904-0518 RECEIPT #�� PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVIS 2300 VIRGINIA AVENUE �— FORT PIERCE, FL 34982-5652 : SCANNED (772) 462.1553 BY h NOV 142,019. .S St. Lucie Count APPLICATION FOR BUILDING PERMIT R ISIONS Y PROJECT INFORMATION Perm ittiflg-Depj�I Ipe� S�t�Lucie Cour�ty:FL LOCATION/SITE ADDRESS: Sedona PUD- 3171 Morning Dew Lane, Ft Pierce, FL 34981 Building 21 DETAILED DESCRIPTION.OF PROJECT' RF.VNIONS: CONTRACTOR INFORMATION - STATE of FL REG./CERT. #: CBC052103 BUSINESS NAME: Stan Weeks & Associates QUALIFIERS NAME: James Weeks ADDRESS: 2700 S Header Canal R, CITY:- Ft Pierce PHONE (DAYTIME): 772-528-1130 STATE: FL OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP; 34945 NAME: Edwards Landing, LLC ADDRESS:1732 S Congress Avenue #343 CITY: Palm Springs STATE: FL ZIP: 33461 PHONE (DAYTIME: 561-641-8020 FAX: 561-641-0971 ARCHI' NAME: ADDRE CITY: F PHONE TECT/ENGINEER INFORMATION:.�5 Michael Menard I d '�e*., 7 jx C1 , .µ SS: 806 Delaware Avenue ' IPierce STATE: FL (DAYTIME): 77z-460-7751 F ; ; Z .' : 4ia0 : 4 ,r 50' V Na: VY e tj •.'! Ej E Features: VITREOUS CHINA URINAL 27-750 CLIIVTO'NTIM a "Space Saver" ad Siphon Jet/Top Spud Wall Hung • Low Consumption 1,0 gpf (3.8 Lpf) • Minimum Wall Space • Dual Hangers • For Exposed Flushometer (top spud) 1" x 3/4" Inlet • 2" S.P.S.'Female Outlet. Connection Supplied • AD'A Compliant Dimensions: f Height ................... •........:...:..... 21'S/4" Width............................. ............... .: 14e Depth........................................14 �/a" Inlet................................................ 3/4' Outlet .............................................:. 2" Shipping Weight ................... 41 lbs t i RECOMMENDED STATIC WATER .PRESSURE FOR PLUMBING FIXTURES IS 20-- 80PSI STATIC;. PER ANSI STANDARDS A112.19:ZI APPENDIX B i THIS FIXTURE QUALIFIES ACCORDIP TO ASME TEST PROCEDURES AS A` LOW CONSUMPTION URINAL WITH AN AVERAGE CONSUMPTION PER FLUSH OF 1.09pf (3.8Lpf) OR LESS. Up • coo -Because we are www.gerberonline.com subject to 'S3�iJs13�WBiY4'L�'G-1��5R'AI i �EReEA CLINTONr" Hof OUT FINISHED WALL__ I ; :GASKET ,27-750 Low Consumption Siphon Jet Top Spud Wall Hung Urinal FINISHED WAL 5" �d'SFUD � 2y" 13" - .14,,. ' 1' 14 _ET~! 24" MAX -Standard Install { 17" MAX-ADA Install e INSIDE THID'S I$ OUTLET DETAIL 4.4' •} NOTES: i All dimensions :are in inches. Use flush valve .MFR'S recommended rough -in. i Recommended static water pressure for plumbing fixtures is'20-80 psi static per ANSI standards A112.192Appendix B. I Illustrations may not be drawn to'scale. PLUMBERS NOTE: Provide suitable reinforcement for all wall supports. I VITREOUS S.P.S. FEMALE OUTLET CONNEC- TION FINISHED FLOOR IMPORTANT: Dimensions of fixtures are nominal and may Vary within the range of tolerances,established by ASME Standard A 11219.2. THIS FIXTURE QUALIFIES ACCORDING TO ASME TEST PROCEDURES AS A LOW CONSUMPTION URINAL WITH AN AVERAGE CONSUMPTION OF'1.0 gpf (3.8 Lpf) OR LESS. OFFICE USE ONLY: DATE FILED: REVISION FEE: 7B—" PERMIT # 1904-0518 RECEIPT # t3 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553. APPLICATION FOR BUILDING PERMIT REVISIONS o° o c a ea PROJECT INFORMATIONS o LOCATION/SITE '^ ADDRESS: Sedona PUD- 3171 Morning Dew Lane, Ft Pierce, FL 34981 Building 21 DETAILED DESCRIPTION OF PROJECT REVISIONS: nrz t'nl\ (A. p 6�nc)r CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC052103 ST. LUCIE CO CERT. #: BUSINESS NAME: 'Stan Weeks & Associates QUALIFIERS NAME: James Weeks ADDRESS: 2700 S Header Canal Road CITY: Ft Pierce STATE: FL ZIP: 34945 PHONE (DAYTIME): 772-528-1130 1 FAX: OWNER/BUILDER INFORMATION: NAME: Edwards Landing, LLC ADDRESS:1732 S Congress Avenue #343 CITY: Palm Springs STATE: FL ZIP: 33461 PHONE (DAYTIME: 561-641-8020 ARCHITECT/ENGINEER INFORMATION NAME: Michael Menard ADDRESS: 806 Delaware Avenue CITY: Ft Pierce PHONE (DAYTIME): 772-460-7751 STATE: FL FAX: 561-641-0971 FILE copy ZIP: 34950 FAX: 772-460-4244 SLCCC: 9123109 REN ISI®N Revised 06130/17 Florida Building Code Online Page 1 of 2 Professional R•. r /Ylv' s I II BCS Home I tug In I User Registration I Hot Topics Submit Surcharge I State a Facts I Publicatlons tented Us I BOS Site Map I UnW Search d0pr I(yi °". Product Approval �'&' USER: public User Product Aopmval Mena> Product or Application Search> Application U > Application Dotall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12111-R7 Affirmation 2017 Approved n Overhead Door Corporation 2501 S. State Hwy. 121, Suite 200 Lewisville, T% 75067 (330) 763-8121 dwayne_kornish@overheaddoor.com Dor Gamliel dor_gamliel@overheaddoor.com Thomas J. Steckbeck 23 Industrial Park Road Lewistown, PA 17044 (717) 247-3638 tom—steckbeck@overheaddoor.com Carol Currence One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330) 763-8091 Exterior Doors Roll -Up Exterior Evaluation Report frog Licensed Florida Profe ❑ Evaluation Report John E. Scates, PE PE-51737 Intertek Testing Services NA, Inc. - QA Entity 12/31/2026 Gordo ElVailidation Checklist - Hardcopy@tel E COPY Standard YM ASTM E330 REVIEWED FOA CODE COMPLIANCE ST. LUVE COUNTY 6OCC https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUCd/o2... 12/17/2019 Florida Building Code Online Page 2 of 2 ®I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes O No ON/A Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 09/18/2017 Date Pending FBC Approval Date Approved 09/20/2017 Summary of Products I FL # Model, Number or Name Description 12111.1 770 Series Rolling Sheet Door Wind Load Drawing 220177 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R7 It 220177 RevD s.odf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 20psf, 26psf, 31psf, and 36psf. FL12111 R7 AE Eva[ Rept OHO 770 790 r4 s df Created by Independent Third Party: Yes See Installation instructions for details. 12111.2 790 Series Rolling Sheet Door Wind Load Drawing 220185 Limits of Use Installation Instructions Approved for use In HVHZ: No FL12111 R7 II 220185 RevC s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 22psf, 26psf, 31psf, 36psf and FL12111 R7 AE Eval Pact OHD 770 790 r4 s.Ddf Created by Independent Third Party: Yes 41psf. See Installation instructions for details. Back Nevt Contact Us :; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 350-487-1824 4 Th¢ State of Florida I5 an AA/EEO cmployeL Cowrloht 2007-2013 State of Florida, :: privacy Statement :: Acce551blllty Statement :: Refund Statement Under Florida law, email addresses am public records. If you do not want your e-mail address released in response to a public-meards request, do not send electronic mall 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 i0, Florida Statutes, eeective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢malls provided may be used for official communication with the licensee. However email 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 clkk Brrg. Product Approval Accepts: ®go ® sbM' M eredit card Safe https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC`/D2... 12/17/2019 S 7 p ul:rc I, nESIcxEO ul0 IE:mIx ettoccrNc[ wml .141. DLIG CDx Jm rrL¢avro 0. npc covr. ). 1". nL s CI <oI, A lC cC1:T@ DMCNLOx 9Drtcm rll'.iCVCR \ Ms 0 IVILIIS Gr iLpr:, } ED14 rIE YiTD K E LN PI a 1.00 E1! JL SI, BE BC J. P51 cOr:. o ticJl:1 C� S ep9D d, D 9gLL BE XiDMpF FxC ASP. G LTI 01 ¢u:IVJLL 'J E_ CA LpIO O'll:Tfl[ JIPiJTi IAgV111415. I4L1: xYAnNtI CR Ln oUtIE:l1. z $rtG uIICX txrcxee ,Es EEr Dsn•A IP'iMSx. li A 5 y 4 3 7_ .1,onlotE.1I.IM u EnN[Nr. IWED PMNln CLCC6IlfcsLp 0o LI W 6, T] on LD ml IxEY E: 1rE Dcw ,L$ LGIm LSLwY' uL+DE I: IGFWL- IBc I115rfi Di' DEOR IJYIR A\lollxll n kfILLLEL • 354 L VFl of MIR ry ;4o .I.E x: I✓DAL- ]nM WsAl [nINVSS.ISO J CID} IM4ti 125 x PLS DC IW I.CL:M W4LEL• Y:G Lesi/A CF DOOB IM1IGIIL x n 1 9. If- GALE 2 3m,7 *MED 9' DC. VA BE UEw Ix IICV VN. 1 Yrtnlli@ G snpr euD.Iro Cis' jy ]x DDRAM POFI04 LxAN PFEAII, \fINPER IpOT HOCHL MRCC oiN]l w, n [3oo IB r/N/os :xpup FFCMI A -A C(JII)F 1 SCLO7 - -A (R2.iajCtX_0016 2 IiT EEL 2wN 3mu To 11'fnIDC M]IINL pC¢ CuloC (IT G \V/WE\LL aNL\C ll.]] ^ x75 . 11 GI /5±'• DCTNL YnRT 0) DnG! '22DIb4 DiCP E:WLE (Ir fn) tir OY r411 41:SJ: R1/lVOCIi.A•.M$ ALI iCfS pwR zzpf e6 cT1EI Aum; T-1'to m'-o-amC DPEVNG : i'.LFa .NVo IsIs.1 WIEL Y•ID S.10 E' —2e. D•.Mx OPnfuc Vlloal -I 5 GUIDE T SPECIFICATION N EITTPE 25s 2Mi0p1 ]tp1 ]ws nu1 60mcl GI GI GE G] ]E @Wbl CONCXETQ CI C1 GI p WI W] m as 8OW ]I EE y as 63 $x 1@WIdo CONCREFE CI p CI VSC PJIOE218ELIRRx 13110E WI WI WI W1 16E4VfE] STF,EL p 52 D] ]2 WEn r1IMEM, E W. IEEGu�2 NT2O0 L6E rlJrEx WEM®L2 IAEG40Et S FF SW.3 e] 5 1('MEp CONLXETE usa... LG[PNEEx Eb OO V6EGI�E] TEE G1QEx GUIDE 2 SPECIFICATION NY@tTPE vu]w I ]a.zc TAN DID ]GEae HEAT 5T2£L IEEGUIDMI USE.1 uSEGI® VGEDUM I 0E1 MCUSE! @ COWSCRELV WNCMCXOR CI G p G p G G Wn0v w2 vrs vn vn EEE6pMl MEGUMs! WISCUDRI V' 1 VSSGEEt @1]We rmxLSEREw p p CONDAYCNON 11OD0 G WJ G M WJ W] LEEB IEEGE1 DSEGAL) YSEGOOEI In t2Wae CONL6tlLEW COXC0.VCN0@ 0 G G p G � � G m w] n m GTEEL STEEL 1EE 41�1 IO pEGEI p 91 14M COMC sL p u p Ne wxcJ*,LNOIL vnpn G W] G m a vn STFII v 1B CONC6CREW p p p coxcmuwoR WooD u sv] G on u w] B1F8 p p 1@1�CDNCSCREW p u WXLINLNDR VAWMC G Yn W'J sD a rDO m n WNC6CREVV OR p G VAOE VI] 1 Na 61'I9T 't n R 1MC B9LTEOB :— Pr,CITS',IONN DIDAELR'$ SELL pso,wD M, COR R PIFIPIiDII Dr 1Ix01O0p EOISWILJUII 1,0jo, FL 12111 Digitally signed by John E Smtes, P.E. Date: 2016.04.141325:14-05'00' C JAMB AND FASTER DEFINITIONS PAfi1T M- 51 W-m SEES GSCREW LYSPACOIG .TOMB STEEL 10 W 1MCK M W. 52 116.30 SELF Dn1122G SCREW 1Y5PA@10 AWB STEEL 12 W TBCI(MPL 5] uP-2D SELF tlLLL@.0 SORE W @ SPAGNG NEAR STEEL 12 W THICK MN. C1 tN• 1APCDNPLLG, t.W EMBED Y SPACflG Q va•TAPCBT&W$ 1.W5 TIED 8'SPAGWG p sW TAPC*DPLUS. 2S EMBED tY SPACWG G b0•Im9KW9tBDLT3.YEMBED lY SPACOIG W1 V4•XL@IAGS RIW IY SPACGG We WX2.5•EAGSCREW 1Y SPACDIG W2 wxX VUGSCAEW W SPAON3 i NJNaGr. r.:s IaNE ��....+.��� "� "o nr@wI a.•re/G Ev:xosa. n0 pD uur. q - xuclwr_ IT x/e umE mrpfYe 2201. :1 w:is- - "l EA:II I h1. Ba1PN[ 9llwoa M—T- d 0 a M IAM1•DADE ' MIAM-DADE COUNTY ® - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection, at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. r- �, The submitted documentation was re t i c Fiy_d�rge,k;Plaseuc�t P E. FILE COPY �, ( ? \ ,; • k`i�'r, NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 '�? �'C•; Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, 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. E-1 Jorge M. Plasencta, P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-S"` Edition (2014) and FBC-614 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL-;jMULLIONS SEIII)gr s 1 A•D,G.H; SHFET324 i / SEEOETAILS / U ATHRUG; Y SHEET52-4 _ I -� I^/ VERT. MULL LFNGTH LHORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO AN FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIO MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHEF ARCHES TORE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE I INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING" AND Do NOT NEED TO BE DIRECTLY ATTACHED T( RECTANGULAR NOT HAVE A GAP OF MORE THAN 1W FROM THE CLIP. \ LS ATHRU ; I --- / SHEETS 24 OPENING HEIGHT FOR HORRONTAL SEBDETAILE, MULL SHffI'3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE MUST BE MANUFACTURED Hill BY PGT. /SEE DETAILS A-D,G,H; SHEETS 24 HORRoWAL — MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH F, OPENING HEIGHT F MULL LENT I—OPENNG WIDTH--1 I----HORIZ. NULL LENGTH--1 7PENING HEIGHT FOR MULL p y y 9 y p 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ( DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180. THE 1/ IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALU 4) PROPER SEALING OF ENITIRE ASSEMBLY IS THE RESPONSIBILITY OF OT14ERSAND IS BEY+ INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU• ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. F ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHOR PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT Sr 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTS REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOAB 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREM CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVFSZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED TF W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THII INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSFr) FOR THE OPENING U 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRO[ 3) REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR OF 4) FIND THE CHOSEN MUWONS MULLION CAPACITY (LBSIFT2) FROM TABLES 1ATHRI THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE N vERT. MULLION CAPACITY (LBSIFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRES: MULL STEP 1). LENGTH 5) FROM THESAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT CO nncccn,m �,1111NI l nen TPANRFERRED TO THE SUBSTRATE BY THE ANCHORS DETAIL A_ MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I 6MAXFOR EE SHEETS G I 3 FOR HOLE d 9THERTHE a I I OCATIONS n - e- SfANDARDO •^ I OFFSET MULL o a EDGE CLIP MAY BEDISTANCEFOR wOODINSTALLEDBY d ° I SCREWS a °d,TMS METHOD. a 260d. ALL MULLIONS e ° d a , EXTERIOR EDGE . ° .. d °. DISTANCE 4 FOR n MASONRY THE OFFSET CLIP IS ANCHORS ✓i -° RECOMMENDED FOR RAMED EXTERIOR n° °° WINOOWS,,SUTTMAY ALSO BE USED FOR OTHER FRAME TPES- TYP. ANCHOR 'PER SUBSTRATE, SEE TABLES 1B-16B / AND ATTACFTAENT BY OTHERS,- .;f SEE NOTE I, - SHEEY 1. SIDE VIEW FRONT VIEW TYP.ANCHOR PERSUBSTRA SEE TABLES 1 EDOEIEND DISTANCE SEE TABLES 18.138 EMBEDMENT' MIN, INSTALLATION NOTES; RUAI I RP RRVnNn WA[ L CRESSING OR STUCCO. DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) lDARDO"—M HE STAN OFFSET MULL CUP MAY BE INSTALLED, BY THIS METHD a u � a n EXTERIOR °v n EDGE DISTANCE a FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.13E MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW d BUCKSTRIP AND ATTACHMENT BY OTHERS, SEENOTEI, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE DISTANCE FOR MASONRY v a THE OFFSET CUP IS RECOMMENDED FOR FIN-FFtAMEO WINDOWS,BUT MAY ALSO BE USED FOR OTHER FFt7a�TYPES, TYP.ANCHOR PER SUBSTRATE, SEE TABLES 113-13B EDGE _DISTANCE SEE TABLES MIN 23 KSI CONCRETE OR CMU 1B-13B SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO 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, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AID, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD, 41 WOOD BUCKS ARE OPTIONAL, SEEDEiAIL C, THIS SHEET. TOP VIEW VARIES —I ---I FRONT VIEW DE MULLION STE (STAN DAR TYP. ANCHOI PERSUBSTR CSEETABLES '11 DETAIL F: DETAIL G: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPEiCIRC SUSSTRATES. SIDE VIEW SHOWN WITH 1-X 4'X .12V " MULLION STANDARD MULLION CLIP MODIFIEDTO FIT HELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY E>UMCR O STANDARD CLW TO BE MODIFIED INFIELD. 2"X G' X .ml ANGLE CLIP, 2 PER MULLION END. MUSTSEINSTALLED INSIDE OF MULL EDGE DISTANCE PER a ANCHCR ' C C T �_� moo � m m —AI 2 o m Q N ym 9 Sr+g3 N N b' O 'P � P C w p mm P va 3 m O�y _C R m r�rt`TDC�% 1 4 D m '+i m6�a'lamm '7 If s3 k r s q� gv+mi�o8 + m Qp • ^•r A �aae - o rR ® Q = O cam, ® D D e O.W. r mN y -mil D �g�y yw So; 'ma z (mom r m m w Oo m= Z Z� W v mqIM b O( to O imz Z ,� N —1 y O jAt7 'C'm yy� gS Fc O aQ ¢W�'8�='= C 020 m S. 1=0 rm� W m �O D�DDDS:A mr N 1 r/1 C Z m Z m Z p+ N )nO O � OZ3z C 02 a g m czz r D b p a Ti N W n 2c)0 a'go c) �_ m ;g rDn o-4 u w_C°, U1 Ci zO H 13 5 O r- A9 O Co �°M, CR O O ��NN �� Z N 3 R D 6$$ ON O D W Mu)) Length P # 3' (D to P gj MaalOn Capacity �v is u N a + +. m m m is Q6slh2) N N W am Anchor Capacity tA N �' v N Mullion Capacity RRl 'imi w ui t; N w m H Pam) B '•° + n) {� �W Anchor Capacity Requred pbs) m n u fl Mullion Capacity V in m of O m }.1 A N Qhai(t2) g55 n = Anchor Capacity + Required Qbe) 9 Mullion Capacity m u W> m m A H Qba1112) W e� g 4' w S y) Anchor Capacity m e G RaGUVed(ma) r3 n1 N n Muclon Capacity y `�' m ,No m .r :s m m m m Qtrafft2J N N $ Anchor Capacity Requlred Qbs) m 5 ,dO $ Mullion Capacitya m+ •r�. m is m N m m Qbe/ffi) yJ +m Anchor Capacity m m 8 o z Required W) S m a Mumon Capacity o L o m m m m Qbslft2) NN w g Anehor Capacity ff"$ N m Required (ibs) 0 E Fi Mumon Capacity o is m fn } Qbaltt2) v m w Anchor Capacity A7 m' Required (Wa)- p Muclon Capacity a A 41 N a in Qbalit2) r. O WWq m O Anchor Capacity + Regalred (Iba) ) �p jtkM1m.y•i) ,mN$N, MWllvay b (Ihslf2) toRequM '�wNfl Anchor Capacity $am+m ebN mA Qa)."'n , !I umtb poorly g - io a m = QbAehr(apclty m Requhd Qbe)naa g R Mullion Capacity 5 O V m A W O p (Ibslft2) �•Q m �G �y N b Anohor Capacity Regalred Qbs) . Mullion Capacity e m m N m (Ibslfl2) O Anchor Capacity o N m Required Qba) 5 N w + Mumon Capacity b m c (lbc/(t2) N N Anchor Cdpactty Required (bs) Muclon Capacity ar a m m m QbWft2) it .n. e� + Annlav Cv nanny i r i m m D s N 0 C N % I mN m z to m mz z rn M N � O p10 N m z mz c= m �O m Z --4 (A D Z F Fit Z za z 9 -{ in rn (0 O 71�1 A z rO� p Z 2 m a y Z D O D m D Mug Length a . � O k C3 N S S; y St 3$ m S �r 3' m on mwym(c� w m > � MulOon Capaudy m w h� QhsrR2Anchor yy pg� Required Qha)m jo 9 : w Won Capacity -i ,'m O O M O ,uy+ m m A No w m O O "bWf 'm is Anchor Capacity tE o N m Si m m RequlmdOhs) Capacity ot a m opi a m Ngg a{�:. > ivMlon z y pw� No 9 Anchor 0� S i9 r'3 tii 6S 6 bi tJ Required (05)Iry ±� �i N o Mullen Capacity a 9' ,'m Ob9M2) Anchor Capacity/ Required Ohs) a r�r 4i m Muitlan Capacity M N la J WP 'a N G y m y ObSiiil) N q, a� rori Anchor Capacity c2 �' FX Yd > Required (0s) y 0 F O �m z� Mulfion Capacity -r ma m m N y u. P c Onaim) KS m &� g Anchor Capacity is m Required Ohs) r{ Mallon Capacity M V N m is m m a m o m ObSM Anchor Capacity Required libel 4 ' z. m S MUVo�n Capacity v L�i a -` m m m � ) E N N w w w m Anchor Capacity g m' 8 N s 49 9 N m m S' iS m Required fora) y' � A m m$ Malian Capacity 3 r Ows102) � __ N N N w a a Amber Capacity a $ i3 IK g a S iN Requred Olas) °,' m o ' t~� r 3 i Mullion Capacity A � Nor y, Anchord(Irs) y m m ro m 7 V Required (Ins) � A f^. 'm.+ y P Cspaclty Ua t m �al,IlMon l"'�� � g g Anchor Capacity, Required Ohs) 8 g 4� mQ Mullion Capacity a m a+ a N o w m a� Odaritz) �c� Yn i3 o N N d N �` 'a �i `8r Amber capacity ,$ 'P a f3 J Required Ohs) T. N m �. % m Mu)fan Capacity A 19 it m o in a o rn N J Otlarm) 6 S N h+ N w 2 a S m $ g1 Anchor Capacity 0 0 C u� 19 kK g Kf Required Obs) J m $ a; g Mallon Capacity N ^I w c m In m C o m (insiv) '4 Anchor Capacity S Required Oho) �j w aa pmr MaOlon Cepachy z NJtQ NJ IAJt'2 , MI ,R Anchor Capacity m El I M LU m � /ai68deD �oyoUy := :- p m n m m m a v w � Iq � m M B Pd v, � Ut "a m R ry A m � w Fl m AyoedeDuolgnW .v- �n mo nmm amm naa oam �vev i1 T ppedeDuogouy .I3tiy c Ij� /6nqa AlpdD Coffi, m n g `a ry R NO ammoaa Fi 1(�1 �p aA e m 9 'g6 E 9 (ZH/sq) ^• m m m m ry o w R a r � m AlpedeD �opw � �aR m � m (qd PagebaU e n m yipp u3 8. ei $' AlluedeD logouy f: t3 c� m Z ,5 � A3pUdq uollnW Pr• � � .^". m R' 6 m a M cv g ^ d (eqO pallnbaaAe M N g c A3loedeD /oyouy � 9 /ylaedeD(uopin(y m x I Nq0 palptbaU n v ❑ �( m M (� S N vi C YC6 R AyoadeD iayouy 3 y 6 @are (Zu/E9I) d o 0 o m M In M m g M1 N a O H Ayoedap uo!IinW' e (E9d p2gnbobj m f; ('f, Fo Alllmde0lotlauny� ��e. A N P m i. E 1L Apped8•ii •/� Y N (e9V paynbaU m gg I: m m rR m S) v °1 v 1°. M "' :+I a N �i p a g gloedeD �oydlry �` AlmedeD uollnW 5 Fe pew `p YI AlloRdro p G (Zll/E9O o o `$ M N N N o It AllaudeD =pjnW ng a �° n R g a 91 '� $ 2 'gym gg o4 & AyoadaD�iolgoUV (ZU),gU d eo n ~ m m o "� M et °a ^m m m O c A3pEdED uolllnW , n � % r mm � aG � n (6m) aa,mbaa m m n n n AUoedeD gyouy g �3 J la.IBQO A4157 "HIM!^. O m C[[ m lY f�C m O m 1� n M v`i m °� m a P m iv m ssf m G (6gl3peilnbet7 AiloEdeD)Uyend y ui 'B Pu' s rid n omi w n ry N m ^ ^X" 8 c e o o r, m o r m v m T mamo itr 1 W ti g :J N m A3pWt,o wMnW m A m ��C e (91) P WbaU A1loedeD Jayouy e m �q J� F N I^ J Alpede71wOjnWY n o $ In t•I [V N m^ g NOpamlbaU AlioudED ` m ry �' lathy (mem) o 0 o m o v M m o g M1 r m .5 F AipedeD wUjnW h (Eqd palpbaU � M1 n SF' � m is F � Flu :f v� ti m7 C m � � Alloedep �oyouy id I'n 'A0 m z A�pedeD ewmw K jij e a G G L, F y36ua� pnW T C'{ � J L `q $y� IL _6 d YF &&m ^ ¢ ^ M ^ a w b 14 W v ^ �33zZ� m @@ D c c w uull .. U ^ ! u w (� W I iO .-13000 G '9 d R ¢ a�wN@YTQLLa d n e ' m tf O d E dao d U O v d LIJ w J d gg Q r N p N QZ 1N3g3 Q w • 0 RI Q r C m m m m n u v D Gik�F Erg a E DD O 0 C m m N i ym m m m in 3: 1 rry N z N m D , D i N 7 0 X1Er in in9 N >�> Zm a Inn z0 n (Inm 0 rD0 Z D a m' s� ��_;a 02 ;t 30 i� = m m a R C D n O F C Nm m � D g yA A D in n O m F In 2 m0 aka Z Z Y e mm > I z a O m � N� O 2 Di z .... 0 (T a ms O m 0 F 4 m c S _Im MuU Length C O N s s o• 3 5 3 5 3 5 5 G 5 3% {ryJ mullion Capacity T a Anchor uired Capacity mYY 1 i ffi S 3F .i ffi Re q P) � - :4 4. o C 0 CoN Ce b bc Mullion Capacity (lb51R2)i �af 9 g h Anchal Capacity O& Required Gs) � o m a e Mullion capacityH iv N m b c Gbsr2)b 5 Anchorcapacity a g Ei Required Qbs) g MullayntCapacity 5 W W O N A iA O1 O 'y b /� •O O O O abelit2) 9 L+ b g Anchor Ce m Pn a to O\ +W + Required Obs) �w Mullion Capacity •^WI m in 'oi ti + `I in in e o 0 o OWN) in + � Anchor m 5 m Requiredd (Ibs) PS) a �Wi $ �" o o Mullion Capaclty N w N •ia'' A •0 ,ai + A+ m IJ N O ,^� O O O QbSl h2) �py.---I11 ' u m o p NA m v yy a �i r� Anchor Capacity L13 rg m e m S a. o �i Required Obs) capacity oa AnchorCapacitty y m�GGy Obs) FAnohorCepaolty Capacity 4f to W o ' �-1• ! NB - Required - s m „ 1 v Muillon Capacity m m N Yn O J b+ + N N+ uWe) Y S o $ N m RequiredOhs) R W a 6 O t p ) Mullion Capacity -1 W i ObS1112)Anchor O 1 Capacity Required Qba) $ o $ v R -A Mullion Capacity i>t O G N to 0 10 0 O if c o e OWU) + ti 1: g3 Anchor Capacity R, 1 O Required Ohs) n P o w ,aJ a Mullion Capacity u N a N u o 0 0 0 (Ibsffl2) Anchor capacity m ;' `P Required (Ilia) o o w ? " Mullion Capacity .Nn N m V O Obsnt2) Eqam' w $ N v o .a + $ Anchor Capacity Required Qbs) � fil Mumon Capacity b+ b O {J O N A O o b •O Qba1B2) v in ql 6 Anchor Capacity m b Required Qhe) N rbu Mulllan Capacity in to W m iu is W to N V (11;012) > w a N m m a m m rt Anchor Capacity „ �c m D U O 13 m a ni N G) m m m= z I rmmrl a CD N j N �m 00 A" GlT)I Z Zi m C 2z 1 UoZ) C m z z z-4 S m Oj Nm m m Z O (n O A T O I Mull Length J c in r< v o w �• L R � m c Y s s S a. 3' a 3 S w>> 9 a x ?ft $ m o a o //�Mulllan Capadty �N + IV.�+' O IyV m mq O C O m \ Vitt) 6 it yOqi AnChhr Capacity ,$�• _ v m Required Qbs) m 0 .f1p' .�" .i a o o o e c Mullion Capacity IQ b, m '4 f° b. m o 0 o c o 0 0 (Ibsfftz) d p+t� Anchor0epaelly � Required Qbs) m MWion Capacity by Nu. V Ng m O O m �Opp m �m o �O ��Oaa o m o D (balU) > QN� ar gO yO� Anchor ffi Ki 5 W Yri ffi 3 Required Ube) ) lq e' Mulllan2) Cepachy v :i o Ap+ > b 'C is o o a o�� 0 0 (Ihsyft q Raqutred Obs)Ity q3 ro N y y �ryr v a m 'u .'n y GG y o o yo Mullion Capacity W W O !J V O Af 0 G u, O b b (ha1ft2) j 0. Anchor Capadry 4 Required (Iba) s ,Cd N N W A w v m N o 'u + y o :i Mullion Capacity ti +` •'m° c^ b b o c o o (Ihslfl2) E m S Anchorcepeelty, a� � m m N O O N w O W G�r m A A O w Required Qbs) #m $ m `�' o 0 o a Mullion Capacity w® '•o + W m O m 6 0 o Qbslft2) + Anchor Capacity m' 6 m 5 A o 5 8 w Ul C Required Qbs) Co[Requlied lion Capacity -1 ++ W a a} w W A 'v o m o b lft2) E a� � r� 9 m hor Capocity, In Ki N m w m w is pbs) e aci Capacity ty MQA�`rIbbnus9clll/ihHoon2) o ft2fCep 0R �vve ' ty RequbedQbs) os tmaeo'dwa7�No=ad1i Mullion capacity Capacity :, m m H 5s A Anchor Capacity .••.i Reulred Qbs) q w Mullion Capacity AnchorCapanly l a o b re Required (M) m Mullion Capacity -1 . Qbsl2) Anchor Capacity eqRuired Ube) t2 2 W Mullan CopaehyNA a m w to w m w y� m Qhslfl2) g + # — q Anchor Capacltir m � o Requhed Qbs) N 'm +m orl' 135." !a yy m + � 'v y Mullion Capacity 2e in ea b b Vu m m b o 0 o Qbslft2) $ Anchor Capacity pe m m - Required Qbs) m N G, m e m m$ o Mwilon Capacity N b,.P w ill U. 1r W Gd U O (Iba)rl2) C & ._ .. Anchor Capacity m q, m T �7 c In 0 P Cal Cal a o ...I 0 mPN®(0N�9$ C 3r vWW rt1 m i a h =? o OOC�i v C$3 m -I O O s 0 0 m in mi1Ru MOP� MD. d[[innwm ZV H�.Ni � �!TPi N'rNfKV 0 z d m rn F f➢dD�Dr}�Y�V F N Jk N ♦ m m 9 -1zz $ D>'o oo=. O QQ� N N5a c DDSs zz Dais' an G o a DN Dg$Dr3g SF� DDD��DD�pn'�og,)m X� o rC D� a� 0 c�pjti rirr@�r@@� � z D D D ,p�•$_� D DIllmnnn N c pp 0w 10, o N0 wy u L° m An A m m rn w Mull Length zt K 3 c e tv, $ 4 a o � � � Si Ei o i 5 N aRg� to � 5 t 5 5 m N S m o e �m o L�i 0 ;am 6� o 0 e Qbel'm)Capaclry F u b" � a g � McharCapaolry R N ffi J. v }' �1 a J J m Required Qbs) qu 5• ::A ®' � � � r ' Nm e o 0 0 � o o Mulllon Capacity Fu m o Q�)�) � Anchor Capacity m °p m N N J i°o N+ N Li P Required (Ibs) Na m $ Mallon Capacity N rD m '0 c U id H ip N V b o o b QbsJ�) m J Anchor Capacity Raquiredlms) ile Mulion Capacity Qban�AnchorCapacity C ,aN, or m m ae iu m N A w N 0 )n 70 0 O C a m Mullion Capacity em 'm o $ Anchor Capacity m $� Required (Ws) ID J m 5 O o P� `,8 g u m q„ v a Mullion capaclry y a c N a u c w b o 'mm o o Qbslffi) m 9 u gg @ of Jm pmr.�(� �n pqry� Anchor Capacity ,o m w o N XI �+ m m m N P P 0 Si Requhed Qba) { 5 W N N W 0 Capacity H "' m A P .'• .P G G C r1Mullion Qbslp2) 55w� e�rrr yy Ri ¢¢. g ' -+ m Anchor Capacity ,y $ :i L iT 7n m $ V ^� Required Qbs) O S a. o$$ J =i r Mallon Capacity -+ a N a m e 's io } '-Ji of o o a a Qbe/H2) c 3 Anchor Capacity °� a ci a ai m8 Rr" N t3 Ll m 'Requied rl��r1 $i tJ� ;_ u e apacity m 3 41 UI A m hYrr }ii N m 10 m N H e O[N.� -'apacltywQba)apooittr4l ForCapaefty o m )b m+ laV m O O V, 19 yyg)nYap""G%; o Qbs) m Mumon Capacity a 'tore m} m m N N o m G w m (IbalfM G w ► ff �g '�' w �d e horCepachy m Required (lbs) 8 g �+ p((JJ ppyrr N 3m`� cry} i 4 v ' G N AArrrrI V N 0 N 0 0 0 O /M{.ulli/o{rn��Capacity Qb91ftM r3 ty 0 � m g Required Requ'ved ObsQbs) 0 R Mullion Capacity, r� w q� 3' s $ E � '��' it AnchorAnchor Capacity S E�1 � Ti m &I 75 Required Qhe) Mullion Capacity Obaffo Anchor Capacity, m. Requlted Qba) S Mullion Capacity } N m N W YI m N N} V •m QbBIH2 ) p w A N y J m m m 7 .. ; ... Anthm CapaClty ZE T fit C In m G) C m P Rl to 7 (nZ xp n n0 n z j0 a 70 i Z am_ Z > 'n n 'iy �m ]b mr�l Z DN �Dz 4 O A z T Mull Length k x e y 3 a O tl i W ' mm V m ma� IrAA aa a, + J +� �• J o Y e Mullion Capacity k. to e abamz) g i�' m a o �n J Y .� om v Anchor Copan 'g Ct o m N Fj yr .'•i o RequiWI (lba) m a 3 O O 6 O O cMullion Capacity Y o m SSoo En 4 c 0 b o 0 o b o o ��) s 5w a m qg� yy J Anchor Capacity m J CIA RequVed (Ibs) m e o a c Mullion Capacity ;u O b b N+ ;• m N m a o b o b b b b o Q b%W) s t} m A m g m A Anchor Capacity o w m m w S Required Qbs) V A O Mullion Capacity a N A C •m m m N� w V Og b •A m •O O 6 Oq O O o O •O O ObSHU) qq 9 w 9 9 � � � � �+' � � a )W X3 � Yh w 75 .� Requlre)Ity m +rm' 'm o 0 0 a o 0 o Mullion Capacity r m IV V m N m IJ m o •O O m O O C (ibaHm Anchor Capacity 4 9 Raqutred Ob.)4. Y 0 �o Mullion Capacity u Y m m to m m N o o o p o o (Ibsi!12) u Anchor Capacity to Required bs) 0 Capacity m OI O+ V VI m N O VI G O O C O b /Mullion Q"'Y 5 Anchor Capacity,fib G O m m m N A ij N O! Y N u fwJ N Regdmd Qb9) 1 m sG a, yb O Mullion Capacity .m N m IO O O 6 O o O to O 01 O a$ m i m 3 g i3 Anchor Capacity Requ"ved m 4' Qbs) m c V c+ Mullion Capacity 3 •E N '` w m o 0 0 o Qbs[ft2) d p i9� ¢¢++ •- Anchor Capacity Required Qbs) v 3. O 9 ry� :t +v •:i o What -t m N w+ u a t+n rn -•wa m m c :o c c c o (IUslfl2) a n a m Y m gg+ gy m `8' m Y Anchor Capacity Requlmd abs) Np 'o u Mullion Capacity m m w m O O m m m •O N O O O O rtM) """ Anchor Capacity m'@ El RaquIfred (Ib.) o m g O NR�i MullionCapacity- Qbs)(l2) m Y m Anchor CapaRequireo ultion lCapacity 43 Anchor Capacity 0� 24 F$ $ Required Ohs) R w V )` :ot v 0 Z� m N o Mullion Capacity y ++ m m IJ O bl m P. p O 0 Q ) C el m )min S$ Anchor Capacity Wa u J+ m o Required Qbs) t' W 0 Mullion A 'tma '0m a m Y i m y c c c o Qbslfl��Pamb m m D n :J o rE Ll D A n p Mull Length o H `0 d m �i a 9 m r'S $'i a cci &' � Ri C � � K s 9' d Mttlllon Capacity v P m y fOqq Rt Anchor Capacity �. 01 Required Qbs) m 0 0 o e Mu➢led Capacity ka is iti o m b m :p N c o c b b g •4G< Another Capacity 01 A al A 0 0 �D N+ N 4 A N Required Qbs) N w N W N A L V N gi 0 0 0 Mullion Capacity, N 7u m w m F N w N ,+ 0 O 6 b b p Qb%rf,2) g N �(yy 41 U A m gl ��yr m le o ym� m {m� pY Anchor Capacity m O w w W N N A Y UI � m m O Y RagldBd Qh9) p� 9• r 5a Mullion Capacity ,ba m N )� m o a o o b b Qb%rM w w w $ m pot 1 m �n o� Anchor Capacity 'a @ X Required Qba) 9; N m y 'mm� m S �a a o ^' Mulnoft Capacity u Qbare23 or w Npl G N N+ 'm p$ Anehar y Capacit g m Sr "' Requlmd Obs) .O :' _ Mtdllon Capacity m A c u w N e m o c e o 0 CWft2) m f. u� a S 7+ S $ Anchor Capacity 9 Required (Ih%) b 'm U a tic'' o o e`� Mullion Capacity �- m i0e N A+ •�'' b o b e o Q bartl2) Requiredd VboQba) S MOMr Capacity � N N IJ >. V N V L A b O b i0 b o Q69rfl� � C 1 Another Capacltym 9 w m Li S m W o J a i3 m Required Qb%) ,3 O 3 _ Capacity 3 w m Qb3MM Qbs/fl2) M w Anchor Capacity m I C u w y v w —t Requlmd(lb.) o or o g Mullen Capacity m a A m V O m ui w W W m e O o m Ob%ram) g Anchor Capacity U3 " Required Qbs) _ C pacdy Qb.1112) R 5d ym _ S s Anchor Capacity M m AY m m w �r a Required Qbs) o m N r".wi a Pm. w 0 uGi o 0 0 c Mu@an Wp3cllJ( 7 b b q a Pb%)�) ga N w w A m m 0 Q V $' m ii m of m `�' V 0 m Anchor Capaolly 1 a j Si Required (Ibs) N N 0 g w :3 Mullion Capaeity A al io m in N fi fi br %+ +i w im. m e Qherfl2) 3 —off w Cot 0 V m m s 'w Anchor Capacity m m '$ Required (its) � 5 o m w in w o N b 'm b o o Qh&lfl2)Capncily r boy o i3 N 0 0 Required bs) y' Mullion Capacity A a N b :r !n b m t+m, a Qberaa) a a LA m m Z" G N WW om Q rn Z 2 p G) N m' mp CO ;a mz N �W NC O Am m) 2 2 Darn t' ? D m �a ImI-- zco ma Om O X Z O MuOionLpngth s c � c 3 o M 5 6 Fi g `c3 o oKb a am ai m Ci 'M O H 6 b v H G O O0 r N N N fy; apaalty v � �@ R (U) fJ d m V +a Mullionapadky 8 m pl P y 1y a a m erg m m P P a( g 3 tn'tl (Ibe) () a v m c, co m 3 apacity ,'u .P. < IS"am ni0VS Vm m J V P m m O d (�)++N pAtrh� b'a u}+ C pacnyC.I.-Kyd O b^) 0 +m ti u Am m 11 " mull. fti. paclly m e( S C E� o a a m m m V m m m Anchor Cenfprat`%tY $ y, 'm o wWw+ &' +m :i m m RagWed Oba) J m m Nfi N P' t�`,L' e o MyyUllloo CapackY 3 m W A W m m N W a m m O m o Qom"! r °u m m Anchor Capacity�• + a Required (Ibs) Mullion Capaciy m m kv m o+ N P m J J m m V m Raa*&eddO� o m 8 6 O Mullion Capacity m H P A. E} fY m 0 Ili N y Arnetwr�eTanlgl N Q' I m C �i X G A$ m m Requlred Otr) I •' _ Lamm i m 1m.+ kw m. m v a Fm' tJe a 6 o M 5 0' N yy a a P m m J m �q AnchorCapadty &rg ? RaqulrW Ote)➢ m O + m a+ F> N u a u o o Ma0lotr Cepaoltyp s o m + Oasnti e .Nr m -Wi S 8 m Aachcr Capacity sad m m, A m o m m m N v -i + RequIred Vim) P i"> M^`ullion c�paclryy M P H m N L m C Q J ,P>, P fJ w \bsM W O N w a a m m J m m m Arnchor Capacity g c e m +y RegNred ODa) _ o_ o is p y p m m m o "n Mulkan Capacky 3 u+� J J ea m b w b o pavH9 qE d Anchorty 3 Q m Required Ol» 01*) � s N N D AA J m m rj Mullion Capacity 1p ge °i o Required Oils) + o 1a a m w o v MOt�CapacRy a m r Anchor Capzdty C. ,$ m 0 m V m 41 m N P m+ Reg and (Iln) R 'm ffi N u b m m �, Epp Mu�I1/1ym�Capacity b ,`ei' W o, m ,+� AnoMtC2packy g � n+ o f+ J H .5 agaeuep YaelnW (E9D Pallnhey m 9 (�sqd m n� .- m m ai m �: m vi e .- r• m `� m r Q so fi AyaedE�UaWnW tm^o I� a v m (ewl Pa$nhay m u1p, % �' ti ig w n 5 AbOede�I0ya1M1J m r m^ � m m n n Q m e 0 J ti Ayaedep ua91PW �^ P � `r "`S^ SoJ. a m C�.e- o^ n m N (aqd pagnbea m o b'i .Na ti e � $ �Q Apaedso latpW .Q- i= P ;n S2 .N• w e e o 'mm` e a m Q 6 ede0 J1n4V E r ad-9 Z- a 19 to A A N .- c di (sgfl pminbay �- Ap..a edeo uaglnW ^ d •� E (sqo pagnbay e n^ a m m m wsgf) e m m o m m m m Q e e c m J AlAedap YaglnW � w� � e ^ uy w � m ti n Q lmq N N� S m (qU pa9 as (,° e L L c C APaede4) lay W J mo•s o• Ie- A oede u�n� u o mw q w G (a9� pminbatl A{IaedEo mg3YV m kl N r ICn CI .� Q Q ^ � b .� � m r m N r gym} O r Q m I. tC o N a Y .� C m fa po CI LO• O1 �- E Aipodao uolllnW ^ ry J Ca (s9) PoAnbatl Q2+ O 2 c m AeaEdEployaW In la n m r m a Q m m '� 1^ �e I�ir 691) m e m m e e mm' Zv J o ei e o ei o a { o I n £ r AJlaedepualllnW (sqp pwo*ld m $ m Qv n Apaede*lagaW w m e Q ( cqo d o o n m m.'N �n n V z Allaedso uoll@W v^ '� o¢ cb (sq) pagnbay ApaedemaW og111 m^ .a a Q w Q m o e m m n< v q� a e N g S e d^ e e Im• Y N ui ui N s t• Apaedeo =aaIIIYW (s91) Pannbay AyaedeomyaW m q o m b a 4 4 N 0 J (,Ly,go O O O O O^ m VI m q i0 Nl h m O a hoedeo uolllnW a (a90 pminboy em ^a AlpedEo JsyaW Q m m l— m m n to vi m m A m pSYa O d O O O O O e G N m YI W a m g O 0 �`•J Apa¢dsz uoelnW '`�` A (sqd [Apsedcpm(eyhegeWa pJq) nm A aN m lgoedeo UUBInW (sqo pwiOeti N yo¢dWe7mya vm O e O m m Adepe(uO i - C -aEm - (sv) pminbay ApedeologaW Aya¢de3 uollnW xm�3 o w X a Cme ,CN. tgHuo�uolUapp 0 El u 0 U 0 C MulHon Length s C S. UP P m + 6 pp + e 0 g i + o y 0 + o Q? Mulliaon, Capaclly e o PP. o b P J v o AnchorCepeatty m'4� N o p3 a c y m RegUlrad Qhe) u m 0 0 'v Mullion 08pecity a + b c to In b b b b b b b' c (160111s) R a m m m m ae v r. v, 8>$ Anchor Cepacily Required (Ibs) �• m is e it m m in =° i^ f A O o o b e b •' e Mullion Capacity (Ib81)1� m -W. b Ca b b b P Anchor Capacity Required (Ibs) et 0 1 o Q e o Q o o o Malian Capacity -I r1 (Ibod) W m m m to m m+ 'aS a o m $ m v m m A 23 Pnahor GBpecitY m in o o in P Required Psi i m e g 'm o o o `o' - 0 Mulllan Gepecily z m m wl m In m b% C b m b b b (ibsh9) g p c y -. ay in m'> Yo ia, pN ryG m Anchor Capacity m O V T m Fi N S m mr N Required Ds) V m N A m m m p+ e o ti e V Pn V J y o Mulllon CapaCHy -1 6 m A W iu is W b b o b b b b o Qbs/ft) d'�'g� o Anchor Capacity e Nyy a a N u m p P > m m Requited Qbs) J -4 o Mulllan Capacity � p 'P Maher CePeOAy Requited (Ibs) n 9 m o _ Mulllon Cspoclly a A N V tJ m W b N b 'P m b b b b phsliE') r m � + P m m u G m " 8 Anchord Ps) Required Ps) m m. � e �• b 1 liun Capsally c o b P b O P G (Ibs) r•m 0 ? m'� a l � e y m is u'g --11 °JW cn _ y+ w Ki Mehoey a S Required (Ibshs O) o N N w yW y y Mulllon Capacity ct m g q �° fm b-o m o o o Qba/l)2) o 7 Anchor Cape city Required (Ibs) e m ie 'v w o `� o o v o Mal6en Capacity mp w w o ,`�' m ... m b j b y b b b b b (IbsM) o 9 ? M Anchor Capacity Required (Ibs) + e aa 6 0 o c Mullin capacity ity s QbsRs) , Ka Ancor Capacity rsa6 Rquird (Is) eabci Mullion Capacity (bsq it 4 it N- Anchor Ily P s r4 2 RegWrad Qbs)a m N e Mullin Nattily u o 'me P m o o e pbsif?) r _ W -^ -^ v Acchor Capaopy S m. ,r, w + Required Qbs) µ •a. ba c �o[; :r N N Capacity anMulllon o a o a (Iball?) ^• N tg 13 Anchor Capacity 3 m o Required (Ihs) n P r rn m C m m N • J I9 z O 0 O A m 0 C In m C rn In 0 r m mm z 2 as$ N ' BOO 5 O O n �apnpP ®c c n ° w 'm SR m T a y 3^ B O '7���� p D D rR3� IrOp 5�5n n'•.y �XXX] r1 � w wy1w-m mpNe g -R+ c B _ow Ti 1w( ywpl j 0 4P 4 4 N •: l IR a Gidz 0c Z 0 a � EpTr7p��r� f9�8E+e aI D D � ✓1y� �' H �� c0qq rd 'mzz o @@ Ci�2514 q8i� �.. y � La n V @@ pp pp SN.�+ Cra qq al p s DN> DS DS el r elq p c u 6m� EMU y m'�z. 8 D D 8 R R R N 3 A$Db'D YD`Yqs c c ^� Cmw oCn2 ETiTDDS.a)n�a' � Z Z Z Z�& Ot V Z Z� .'+. N �? N $'D�s6�D9 aii �o �g59C��SB pp 'Pe1 c-2 D� D D D� Q o� Qj e 5 N > 3r a a R Rr_n 0 w� P �m II B,IDD17tdK 7 al It Mull Lengthis °, ro �3 s tr q 0 a,P.. o a o o '� ••' o Mallon Capacity A w A b b b o o b b o a Pbsf712) s yb22 CapacityMmhll Required(Iha) q 5 �i o 0 0 0 0 0 0 o p Mullion Capaoily N w �+ m u e o ,o g q o 0 0 0 o b o Pbwo m y yg; m a w v N m 5�an )3 Anchor Capaolty m. w Required ate) m g gig g + o� o� Mullion Capacity a m w w e o 0 0 g 0 o b o m b o P��) C ID g ffi v m .. AncFar Capacity m N a m$ Recruited(Ibs) :—g Muman capacity a b u in b m b b e o o g b o e b o Pbsffl2) m v m $ ch d(lbe)Ih eII m m 'm g 8 6" RequlredAnchor N y Mail. Capacity e W m o o q q o 0 0 0 0 o P)is(ft2) Q S v m m m V Anchor Capacity m Requlred(Ibs) 'vp v Mulion Capacity b b n b b a o o b C o Pasf�) y0 m s. e m m +,� r; r; g �pp -r i" gg Anchor Capacity z fa 'm` N - m o� 19 t3 S w F o Requlmd Ohs) c e 4 � o e o Mallon Capacity g, w ^� a b b b o a b b b o b P�Ia� v m $ �tqq yy 55{a Anchor Oe ac P ny m n 6 Rega2d(Ih1) R 3 g N m w N w m m 1n V o V 0 Y 0 V 0 V 0 V 0 V 0 J 0 V Mallon capacity -+ 0 Pbsfff2l m v pp+ N m m v m Anchor Capacity 0 a b 3 m 4 �, c p e a o c MWPponn�Capacity E a VI m m w m P V P. o e g O P. o O Pbal•W a• n LN .{ Anchor Capacity Requlmd(Ibs) m O S 0 n q C m Q Mallon Capacity p o o b o b P��) 1 Anchor Capacity a 9 Q .. Reaalred Pbs) y y g �, Mumon Capacity ib L L m v w y, to e o b o 6 0 o e pb'f�J s y 3r m v c '� nt ao Anchor Capaolh E m' 1° u b v Required(Ibs) 8 3' . u 3 21 Mattan Capacity ti m m Pbs/e2) b ,g Anchor Capacity Required (Ihs) Mallon Capacity z OWR2) v m m m O1 owI°u � AnchorCaPaeihw �• m Required Qhs) y � Mtdllen CapacitymNo bobsl 10t3 � �II g o ,v.� e b Mullion Capawho OWM)g ._ N N ._ . Anchor Capacity ? 19 a� m T Gf 1? m c m w mm A �G) C m m 9 m O W A m A $ aada�� d 9 O 13 P� O O n r� Pb000nO� 3 Y pn a i0 O O UI U fT D Q QI O O O m Virg a � ��r° 3 = o oiv=oo 000 `Bp Se I $$ a D $ I$ Fr G A !S' a a $ v n m 0 D D w m u $ c > 9D b o.D)in e $$ D y$$$ w$$ a a o $ rr1 .a S z n {a�� yy 99 NN qq y pp D A A A Y u D Fr a P N m A �2 v rmr� 0 o � KiL� o go �$aa�$� �5i imp yy I��y mw {mp n u D m m ED Mull Length x z�rw ss�ss�ss�olN5'F Mullion Capacity o b b a o b o e o iiws4 b a o o b Qbs/A2) 6 f+ Anchor RQr' Required um0.4_m Ocapacity V p�0bpompObap��^Aa1 Muon Capacity m e b c b o 0 0 oe CO PO QbsIR 2) �Aoob�bwoebio`,om" � Anchor Capacity Reqrd (1111 ue Mullion CepBChy sa2) Anchor rapacity Required pbs) .: Mullion Capacity (�y� AnchorCapechy Raquirad tbs) QMullion Capacity 0 6 0 0 �� Anchor Capacity , Required Qbs) — m „ „ c „y PC - 0 a c 0 0 0 o Mullion Capacity QbsrR2) N — Alahaf Capacity mO Required (Ibs) ion Capacity fl2) Capacity ufn)d (@s)m [Anchor fon Capacity 3hor Capacityo mj 3nnNomn� 'o. drad Qbs) oo yty Mullion capacity b 0 b c 0 b tstt�m + AntherCapasfty w e Rubad (a) qhci „ Mullin Capacity b e o e C Qt6r-V t i Anchor Capacity ' + Requimd (Ibs) m Ao d MPUIonCapary m b b Z., b o 6 b 6 QW) H2ci yN !i Anchor Capacity m Wp w $t Required Qbs) g— Mu1Qn Capacity eoim� (lbolit2) i Anchor-ry Required (bs) 7 o Magian Capacity d3 Qbslft2J � 6. CC Anchor Capadry 4 ro S' li N w SS 8 Required pbs) W Mullion Capacity w y Ei a Anchor Capacity r$ �. r3 m iNi, $ m ?�.S1 Required Qbs) y5 A .n`ir V m� V u U O 6 O C Mullion Cepael/y v N m :e p1 a O o e o 0 o e Oha1fl2) _ N N TO w w 14 w' to tq N N N N C Anchor CanadN D m m a O ® A m cmc rmj) z N m mm Fn y�z A ro M= O oma z N Sn ��� c � 0 o To 0 � M-6 mzo 4 Z O Z mo O Z om�' �T N '�r� zmz O rtmrtII Z �CD n0 �. z gogo oz m*m r-- Z-o ozz L��]] OHO Oj ern Z (n m a m ZZ Nr-On g O a mA N pRf�( _ G7 g b�.I N Z3 MA Z N 2 OO ybr T O N r A O N zm > fn Mulllength a ro b m a a( g N 7 7 7 S 7 7 ih 5 5 C - 6 5 R -% 'pNo w �n ayo Mullion Capacity A 6 Q QW112) � c u r.� g Anchar Cap oily ni S h'S Required (U) m m mullion capacity g4�'(p�1Wpm AnoharCapacl " Rci Ohs) Mulion capacity Tb3r m ObSIMM Anchor Capacity S Required bs) eO ffi3O m Muon capacity I Own) o@_1 W hoCapacity red Oba) Mulilun Capacity (IMM) SAnbarCapacity Required Obs) I O MWl(cn Capacity -p i b Ohs/M) � a nharCapoty i o m m ma a Requlrad O)WlyC�1 apacity EP N m Fv :i io A in a + apachyObs) LftchorQvacky a CapacityB NCapady9 d Ohs) n Qulflaort0apaaity A a w 'm Anchor Capacity m w S p h3 kls Required Obs) 1 m 0 'ppa tr m Capacity S MUIDon Ohsifl2) G c S 5 y a Anohar CapaUN abs) m -- Required p $ 0 Mullion Capacity m A V m 1.1 w (hMift2) � Jo $ N ih N 5 � a �+ KI A �e p; Bf Anchorcapaclgr m m Requtred Ohs) $ g w �j Mulpon Capacity a V o a m m m Olrefrtz} � w Anohor Capacity S' 8 Pn S Required Obs) a mullion w �sa Mullin Capacity Anchor Capacity Required (lics) A Muillon Capacity 6 Ob112) a w g pt Anchor mpetty T_ C A o m m D m U) [e m {� m m= z m r�O yy_ N 00 it Z Oy z 4 OOa r _t ZO Ca o z G Z Z 30 m OD N is m CD Z _m y N 0 Z 0 Z Z yO O Z O Mull! Length UP y RO 5 i oW + 'a v r : N '� MulUon Capacity 'avi n L 'aon 'obi 'om o 0 0 0 o ee Phsltl211Fit y J e 0 Mallon Capacity m w H q r a� + b o e o o m o e QttslaZ) 4 rfi RequlAnchord(Ibs)lyRequired(Iba Capacity �Myu^lM (Ibslft2) +g m $ R quTr�a) y ffi Mulporl Capacity b m io In a o m 'e o o b o m Qt5ttt2)$ Anchor Capacity n '33 1p Required ([be) N g J o ba o g o a Muplan Capacity �a in to H b o b a� 0 o Owl4 Cgtov m 3 -r g m -' 'm Q re I3 L 5; Anchor Capacity J r°S o g m g, Required abs) r m 0 y y MulOon Capacity 15 Qbs1112) m sr Anchor Capacity 0. m N J w w a w a o Required (Na) t� 21" Mbi➢an Capacity S g o Q yy rr..�r m Requlrad (Iha) 6 N w e a b ro $ ,y u y Cb a Mullion Capacity c 7bo A a+ b is 0 is m Qbsjft2) 5$ rh G Anchorcapacity ,a Required (Ibs) [f m H m+ a vt PI N m 'm io a b b. m e o a c QMuha1lllan Capacity R2) v or li $ 9 O p rye g Y ., N 'm N N+ 'm Anehorea aei a m V $ o m o w 7e a Required Qbs) R m a w l7 � J o o Mullion Capacity to m b 'm m 0 o e Qbaifl2) Anchor Capacity to Required (@s) m +� $ �" g gg Muman Capacity mg H e v .. a to is > j 6L if c m Qhs/r12) µ g. r� a+ g —In y� 1 � Anchor Capacity r� SSi' �' m m a m o m i c Required Qbs) � 8 e# w �; J o MUUIon Capacity m H e b o m Qbel82j'HI wrd> gg g Anchor Capacity m r° '� N m m iS m iir i5 6 m a �" ffi o Required Qbs) MNlloo Capacity O a m O H m J H 'm A H ja H m tltlaltt2) 6� +m a Anftm Capacity E) G )3 m Required pbs) e MOM Capacity 5 � Anchor Capacity $ Required Qbs) r o Much Capacity u ,b° m o Qbaift2) Q Anrher CanselN N ID Nm m mon z am Ow •mm Z Z N mC: z O z 1 N Zz �m m O9 Ny N O m O ;l Z O H O z 'O 2 Q 0 P Mull LenBW o Cr'r D m ss � sacs a'ss5m5'�' s �r� 'm =, :;3 o Mullion Capacity m .t°i u m > a 'rbS Rehm Capacity _ A + m " � m Required (Ihs) � x, Mullion Capaci tyo +amN�-Na.' m)o��AANbaa�1..m'±±+CI m`mN'uwmZwCwc�t}ir�J'n''t� +Am-gSffi+AsY-@a+: m$�com�mNH�o3oeaV', 0moo•noomiamyo°$0�v b o 0 o OlR2) bSchCpsclty AemI:m�ArN'�mANiwoanmVu. am.°mmAeNayEm0' m�0b70gg�-PovoO,�ma3Jod,� yu0bo$�G5eggriri N0Amdy5POvou Nm00"mc'mb'�by&oo u Required (IC$) 8t�riyN7mm,y7ou6iii, aeo+am-$gg3m, 0brm0mbmobrsN"p oM u1non Capacity ba'mobA?ao�moSoRi Obs/112) fact Anchor Cpay ommm Regsird (lbe) a o Capacity 5 Obsift2) �oMullion Anchor Capacity Required abs) o aMullion a capacity3 ObcltM w 18 Anchor ty itCapacity ` Required (cis) 21 Ommmn l IOR t Ohslft2) ! Anchor Capacity d J , Required (ibs) c MuAIon Capaolty , C In b b O b Qba/ft2) I . ' 5 Anchor Capacity i , Requited Obs) R .0e g9 Sb a MulIM Capacity 1 O O w w w m p [�aa a m o g Anchar Capacity 'V+r Requlrod Obs)Pr Mullion Cal acity 3 at A mo m w m a '.mi 'roi o b 0 0 Ohefft2) � d 'm Anchor Capacity n Required Psi R O r 'ru Mullion Capacity m bi i im b rJ m c e a b b Obslft2) 6 Qj �. 5• KS P V y a Anchor Capacity of -' RaquUed (ibs) m Capacity ity ba b b b Oa/11) bncrCapacity AMullo ReWrad ObsJ �atu +�g'o .. N Mullion Capacity Obsft2) z n rCOAgblty m Requiredho) > Q Mulon Capacity ' rw�a Oba/t2) m It 'd A w u Anch"cepaclw 19 Required Obs) o _ Mullion,Capacity O Obal„'.l o m n u ' m w Ki gl o ).'_,i Anchor Capacily 2 .>Yi Required Ohs) Mullion Cape" (Iwft2) ±e + s P m m A r Anchor Capacity m t2 m m m r---.125" I STANDARD CUP 6063-T6 ALUM. XSECT(ON r.125" 5.500" 3125" ^t CTO .375" .375° _ CREATE REATE F-CLIP, SEE MIN. MIN. DETAILF,SHEET4 ------- i I r------- I A L. __---� L---------J / STANDARD CUP 6063-To ALUM. CENTER OF ANCHOR HOLE MUST UE TOPMEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ WIG'% 5.500".375" .3750 I MIN. MIN. r ---- ----------------- I I � ! off i ppF—.125" is 2.125" U-CUP i 6063.76 ALUM. XSECTION 125"� fr If -i 740" F- i .338° MIN. U-CLIP 60637M ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 1/dd111=11= 8" 1"X2.75" X.650" MULLION WW-T6 ALUM. XSECTION --"1 1--.125" I-1.0oo"—I 3.125° .125" .500" 1"X 3.125" X.5" MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. XSECTION 125" is.oao .376" MIN.-r{ -- F'-------� � T - — 6 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1116". Mull Dimension (sheet#) PGT Part Mullion Std. clip Offset clip U01p A 1" X2" X.126" (5) 66605 666113M 6661118M 666243M 1" X2" X.376' (6) 666006 666114M 6661119M 666244M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M --1 1.000" 1-- -y 1.000" 1-- 25" 1° X 4'X .125' t MULLION 6063-T6 ALUM. X-SECTION 1" X 4" X .375" MULLION 606346 ALUM. XSECTION 126" X 325X.100° 126" X 3.25" X ,624" MULLION MULLION 6005 T5 ALUM. 6005-T5 ALUM. X-SECTiON X-SECTION TX4'X-376' ' 'P'-MULLION 6069 T6 ALUM. XSECTION -^I .620" F- 1.25° X 3.94° X ,62C MULLION 6006-T6 ALUM. XSECTION .375" MIN. 2.675" �- I 125' STANDARD CLIP 0063-To ALUM. X-SECTION i r.125" a.auu 3.125" CUTHERETO CREATE F1iIP, SEE DETALF, SHEET4 1 1 I 1 I 1 I I I I I I I I I I I I I 1 I I 1 1 I I I 1 I 1 I I I I I I I I I I rt STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVI2W SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. 125"r J.JVV .375° MIN. 1 1 1 1 I I I I I I I 1 I I 2.250" 1 1 1 1 1 1 .740" {-j .125•" 1 2.125" U-CI I 6063-T6 X-SEC CENTER OF ANCHC DASHEDBOUNDAR ANCHOR O.C. HOLE DIAMETE C .375" CENT ANCF I MUST THE BOLIN SHEE FOR 1 ANCF DISTP MAXU t ANCF D1AMI ANCF DIAMi U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Valtif F 3.6 0 1.0 H 26 1 3.0 F 3.T G 0.7.. H 2.4 I 1 3.0 F 22 G 0.7 H 1.5 1 3.2 TABLE D Mull D-rmension (sheetf) PGT Part Mullion I Std. CIIP U-Clip Angle Clip 20X45X.251(16)' 66602 6S6261M 666271M W55112M Z'X6wX.25"(j7)j 66604 1 656262M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2"X eX.26" MULLION 60MT6 ALUM. X-SECTION ---2000'--1 6.000" I .375' MIN. .375" MIN. STANDARD CUP 6063-T6 ALUM. X-SECTION I o.ouu- CLITHERETO 3.500" CREATE F-CUP, rC SEE DETAIL F. 1 r_ SHEET4 r-------- I I 1 I I I ---- -- __-I-__ --------I I I I t i I I I I I I I I I I I -__-___J I I I I I I L_ __-_,_ ■1 I L_ STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6ALUM. WITHIN THE DASHED BOUNDARY -SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C- DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16", I I I 1 1 W CUTHERETO CREATEF•CUP, SEEOETALF, SHEET4 I . I I I I I I I 1 1 I .375' MIN. 4.68B" i U-CUP 6063T6 ALUM. XSECnON 125" q U-CUP, 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR D.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/1 W. 375" I I I 1- 5.438" I I EXAMPLE 1: SINGLE VERTICAL MULLION MUl LFJ NO ANCHORS IN Ht NAPPROVAL_E4 SEE DETAILS, SHEETS 23 NO ANCHORS IN WINDOWSILL ar—I !-3r --I MULLWIDTH OPENING W mTH EXAMPLE 2• MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OF 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING V1 RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE Vv DESIGN PRESSURE OF+60,0%-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT S2E, USE THE NEXT LARGER FROM TABLE 3A, SHEET 7, THE 1" X 2.75' X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEF NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X .650" MULLION (LENGTH = 720, OPENING WIDTH = 70") HAS A DESIGN F OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SI ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND T INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DElF_RM THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RE (60 PSF) X ( 636 LBS \ _ 524.9 LBS (MAY BE USED TO QUALIFY # 10 STETS. SCREWS FROM TABLE 413) 72.7 PSF / THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WIN[ DESIGN PRESSURE OF+50.0155.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72"+1"=105" AND THE THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THA MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF- IF THE TABLE DOES NOT SHOW THE E FROM TABLE 3A, SHEET 7, THE V X 2.75" X .375" MULLION (LENGTH - 108", OPENING WIDTH = 801 MEETS THE DEI 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN F FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LB' BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTS ASSUMED, VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNAT THE 73" DIMENSION (35-1l2"+35-112-+2"=73"). 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRE CONCRETE HEADER AND SILL ARE 8"WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-in- GIVES AN ANCI THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.25W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZC MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72'+2"=106". REFERENCING SHEET 25. THE COI USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.25(" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HASf REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQ 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SU! WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B", CARE MUST BE TAKEN TO MAINTAIN THE FA 1ne.1.1 ne Cnn 1 Ce uRAru IQ , EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED �i;i� / DOOR LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAP MIAMI-DADE eo RM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 7' (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 Velocity Hurricane Zone. DESCRIPTION: Series /°5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -bade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA 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 #15-1210.01 and consists of this dpae I and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above., : The submitted documentation was reviI.474.1WC e cA lr1 FILE CORY17-0420.06 Expiration Date: Apri114, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2, Drawing No. NID-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12104/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge N. Plasencia, P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P, E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119110, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. — (Submitted under NOA No. 151210.01) Jorge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/09/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades ,(Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16„ expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTMS-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No,16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plaseneia,P.E. P oduet Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51 Edition (2014) and FBC-6h Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18117, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-1/3a/o STRESS INCREASE HAS NOT BEEN USED IN 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 FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFE RENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. ORVISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-1 D231; CAMBRI DGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 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 A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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 SUBSTRATETO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC 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 TABLE A: Group Anchor A 1112. steel SMS (G5) or 410 S.S. SMS (rRln- 11 threadsRn) F A Al (0.( Stee o.( 1/4' Eloo Ultrscon P 1/4" Elco 410 S.S. CreteFlex P B M2, steel rood screw (GS) P 1/4" Elea Ulttacon c 1/4" Elea 410 S.S- CreteFlex Efac 18-8 S.S. Aggr Gator I P 1/4" Elco Ultracon t D 114" Me 410 S.S. CtateFlex t MIN. OF 3 THREADS BEYOND MEET MIN. STRENGTH AND TH BUILDING CODE AND TO BE RE "UNGROUTED CMU" VALUES M SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE (FBO), 6TH EC r:ASTM 2014 FLORIDA BUILDING CODE (FBC), 5TH EE INSTRUCTIONS: E1300-09ALUMINUM DEESIGNSIGN1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE ANSMAF&PA M FOR WOOD CONSTRL MANUAL. ADM-2015 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 i MAX. UNIT a /F I3 B li HEIGHT 12 PER TABLES 1 & 2 Iz I POcxET I w m Jd� J 1-PANEL a CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNII NOM. PANEI PER TABL MAN HE PEP TAI WIDTH WIDTH _S1&2 . UNIT a B GHT a e .LES 1 & 2 2-PANEL CONFIGURATIONS ^ MAX. UNIT WIDTH Nr— D I3 po � to .J 5-PANEL CONFIGURATIONS q MAX. UNIT WIDTH NOM. PANI PER TAB r MAX �w HEI �S PER TAE iCf�T _ J =L WIDTH LES 1 & 2 MAX. UNI I VVIU I H pip UNIT a a 1 GHT iLES1&2 I �a 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOW PANEL WIDTH PER TABLES MAX HE'. PER TAE BB PoG 1 & 2& 2 � UNIT 37 } GHT a a LES1&2 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1& 2 3 �3 Qp 3 3 9 3 3 6 MAX / HE / I PER TAE Poor J 7-PANEL CONFIGURATIONS MAX. � I 3 UNIT a a 3 [E GHT 3 3 3 LES1&2 1 � f 8-PANEL C CONFIGURATIONS NOTES: 'r = OPERABLE PANEL DETAIL Al THRU 1X WOOD INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE a TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE DISTANCE�� ANCHOR PLATE AT EVERY ANCHOR LOCATION 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER i SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE DETAIL Bl ASTRAGAL FACING EXT. FRAME WIDTH nIRVLVIy I /iL JCI. I Iyly JnnA oFmimml #8 X 314" 63 PER STILE 9"&12"Ff ------------- ,ETAIL D2 t1� FE DETAIL E1 INTO MASONRY iX BUCKSTRIP CONCRETE/CMU PERANCHOR REQUIREMENT 1/4" MAX. /.O a / eo / ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a 1 /41' MAX. GROUTAS NEEDED,SEE ANCHOR NOTE 5,SHEETI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE , 3 . -g _ . . . r EMBED- MENT DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE S. SHEET 1 SUBSTRATE, SEE TABLE A, SHEET -I EDGE 1 & NOTE 3, THIS SHEET _ I DISTANCE I . 1/4" MAX. —' 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKS TILES, ASTRAGALS. FIXED STILES AND HORIZONTAL RAILS FRAME SEE - HEIGHTO NOTES, THIS SHEET M EXTEF O G az 1/4" MAX. -i PANEL HEIGHT EMBEDMENT MAX. #8 X 3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7 & 8. 2-1/2" = TOTAL SILL HEIGHT DETAIL INTO MAsor CON ANC EDGE DISTANCE TYP. ANCHOR TY EDGE DISTANCE TABLE A, SHEET NOTES 1) DETAILS APPLY TO 2 2) REFER TO ANCHOR 1 3) SEE SHEETS 11 & 12 FOR ANCHOR QUANTIT 4) CONTINUOUS ANCH( ALL FRAME ANCHOR L( 5) SEE SHEET 20 FOR S 6) SEE TABLES 1 & 2 FC ALL REINFORCEMENTS LENGTH OF THE EXTRL EXACT DIMENSIONS. .390 - } Pf 3so 1.7-TLYY`.8 1.917 I—A .060 - .060 r1 SILL R �1 SIL 4 71 4 INTERIOR 35 INTERIOR 18.5" O.C. THRU KEEPER ' O.C.. SEE SHE EXTERIOR lu 1350 DETAIL G1 N,✓/� 135° IS P�09 INSIOE CORNER 2 B Q : NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRAC 2) SEE SHEETS 14 & 15 FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. Mim-w ovill SEE FIC ICI THIS SHEHEf14-MAX P + DETAIL 11 INTO MASONRY ' MENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER, SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO 13E A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT - EXTERIOR I' EDGE DISTANCE 1 /4" MAX. EDGE DISTANCE INTERIOR POCKET DETAIL INTO MASON TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW IT- EMBEDMENT EXTERIOR OPT. 114" MAX. ANCHOR CONCRETE/CMU REQUIREMENT SEE FIG 1, cols SHEFT 37 I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET.1 & NOTE 3, BELOW ANCHOR EMBEDMENT 11411 MAX. SEE THIS EX SEE FIG THIS SHEI 28 RC TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 1, 1A, 3 or 3A 80" 84" 96" 68-1511W DLO Height 72-15116" DLO Height 84-15/16" DLO Height Astragal Reinforcement #29 Anchor Group Anchor Group AnchorGroup Lockstlle Reinforcement #25 or#20 Std. Interlock Reinforcement #27 A B I C D A I_P_j C D' A B C I D Design Pressure +60/-60psf +60/-60psf +60/-60psf 19.118" Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO iamb 5 5 5 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 25.1/8" Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+i C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width r P-hook 7 7 7 7 7 7 7 7 8 8 8 8 .o SS Design Pressure +60/-60psf +60/-60psf +60/-60psf � 3141W DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+i C3+1 C3+1 C3+1 C3+1 C3+1_ n 3W Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width g _= P-hook 7 7 7 7 7 7 7 7 8 8 8 8 6 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf z 37-1/8" DLO Head/Sill 03+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 42" lamb 5 5 5 5 5 5 5 5 5 5 1 5 5 Width P-hook 7 7 7 7 7 7 7 7 8 1 8 1 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 43-1/8 Head/SIII C3+2 C3+1 I C3+1 I C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 ANCHORAGE TYPE PER SUBSTRATI PRESSURE, USING THE ANCHOR QL SHEET 1 FOR COMPLETE ANCHOR THE MAXIMUM DP AT THESE ANC MAXIMUM POSITIVE DP DUE TO T / CONSIDERED, SEE TABLE B1. THi f # OF ANCHORS THROUGH THE HEAT CLUSTERED AT PANEL MEETING PO MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGI- THE # OF ANCHORS REQUIRED THR PERPENDICULAR TO THE GLASS,. TABLE 131: WatepLimited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+)DP Allowed None 1-11/16" See Note 2 42 2-112" +38.7 psf 43 3-112" +60.0 psf 44 4-1116' +60.0 psf 45 4b/8" +60.0 psf LE 2 TAB Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 4 80" 84" W. 108" 120" 68-15116" DLO Height 72-15116" DLO Height 84-16/16" DLO Height 96-15/16" DLO Height 108-15/16" DLO Height Astragal Reinforoement#29 Anchor Group - Anchor Group Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 A 8 C D A B C D A I B I C E D A B I C D A B 1 C D HD Interlock Reinforcement #28 Design Pressure +100/400psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 19-1/8"Rn C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+i C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 Width 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 25-1/8"C5+1 C3+1 C3+1P +1 C5+1 C3+1 C3+1 C3+1 05+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1- C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO5 Width 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 8 8 8 8 19 1 9 1 9 1 9 10 10 1 10- 10 Design Pressure +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65psf 31-1/8" Head/Sili C5+2 C3+1 C5+1 C5+2 C3+1 C5+1 C3+t C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+i C5+1 C3+1 C5+1 C3+1 36" DLO Width Jamb 5 5 1311. 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 L P hook 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1 10 1 10 10 Design Pressure +100/.100 psf +100/400 psi +100/-100 psr +60/-65 psf +60/-65 psf 37-1 8 Head/Si11 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 05+2 1 C3+1 C5F2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 I C5+1 I C5+1 I C3+1 a 42" DLO Jamb 5 5 7 5 5 5 7 5 5 5 B 5 6 6 6 6 6 6 7 6 Width P-hook 7 7 7 7 7 7 7 7 6 - 8 B 8 9 9 9 9 10 1 10 1 10 1 10 zDesign Pressure +100/-100psf +100/-100psf +92/-92psf" +60/-65psf +60/-65psf 431f8" Head/Sill C5+2 I C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 c3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 05+2 C3+1 C5+2 C5+1 C5+2 C3+1 46" DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 8 B 8 9 9 9 1 9 9 1 9 10 1 10 1 10 10 Design Pressure +60 / -80 psf +80 / -80 psf +80 / -80 psf +60 / 65 psf +54.1 / 58.7 psf 49118" Head/Sill C5+2 C3+2 C5+2 I C3+2 C5+2 I C3+2 C5+2 C3+2 C5+2 C6+21 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 B 6 Width P-hook 7 7 7 7 7 7• 7 7 8 8 8 8 9 9 9 9 10 10 10 70 Design Pressure +80/-80psf +80/-80psf +80/-80psf +59.1/-64psf +49.6/53.7psf 654/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 CS+3 C3+2 C5+3 C6+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Width Jamb 6 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P-hook 7 1 7 1 7 1 7 7 1 7 7 1 7 1 8 8 L8 1 8 9 19 9 9 10 10 10 t0 • +1-100.0 PSF FOR ANCHOR GROUPS B, C & D. 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT. ANCHC TO AID ALIGNMEP EXTI C OPT-ANCHC TO AID ALIGNMEP POCKET DY OTHERS. SEE NOTE 6, SHEET FRAME JAMB REQUIRED HEAD SPLICE % (M INTERIOR POCKETS INTERIOR C ill WAts �I ����t•�J �• c SHEET 1 3-CLUSTER, V SEE POCKET JAMB H EA SPLICE NOTE: INSTALLATION ON EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEET BE ADDED IN -FIELD AS NEEDED TO 1 ALIGN THE HEAD OR SILL IF A `L SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR L�C 6" CENTERLINE • MAX. OF PANEL I POCKET BY o 0 0 OTHERS;;SEE NOTE 6, 10 0 0 SHEET 6 ANCHORAGE, SHEETI1 "CS- CLUSTER, SHEET I I 21.6" FRAME JAMB SEE POCKET JAMB MAX. REQUIRED@ INSTALLATION ON SILL O.C. INTERIOR POCKETS SHEET 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48,2/-58.6 AT A NOM. PANEL SIZE OF 48" X W. FROM TABLE 1, SHEET 7, THE END PP DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: Head/Sill C3+2 Jamb 5 P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6" MAx HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. FOR S MIDPC O.C. C �� „o1 7f76" NOM. 3116" HS GLAS .090" PVi 311 V ANN GLASS <11 EXTERIOR I PRODUCT IS'EXTERIOR- GLAZED" IF#80-81 IS TOWARDS THE EXTERIOR, I I G] INTERIOR I PRODUCT IS °INTERIOR- I GLAZED" IF#8"1 IS TOWARDS THE INTERIOR SEE NOTE2, THISSHEET r GLASS TYPE 1 7116" NOM. 3116" HS GLASS .020" PVB 3116" HS GLASS PAINTED/ —LAMINATED 80 O 81 / SURFACE aEXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF#80-81 IS TOWARDS THE EXTERIOR. I I aINTERIOR PRODUCT IS -INTERIOR- I GLAZED" IF #80-81 IS r TOWARDS THE INTERIOR. SEENOTE2, THIS SHEET 7116" NOM. 3116'HS GLAS; .090" SC 3H 6" HS GLASS <D EXTERIOR I- PRODUCT IS "EXTERIOR D1 7/6" NOM. GLAZED" IF 080-81 IS I GLASS TOWARDS THE EXTERIOR. I BITE GLASS TYPE 1A aINTERIOR PRODUCT IS "INTERIOR- 'I GLAZED" IF #80-81 IS r TOWARDS THE INTERIOR. SEE NOTE Z THIS SHEET GLASS T SILICONE HOT -MELT BUTYL STRUCTURAL 1-1/16" NOM. STRUCTURAL 3116° NOM, SILICONE 3/16" HS GLASS 3/16" HS C POLN ISOBUTYLENE 1/4" NOM. FOAM .090" PVB .09 WITH WITH DESICCANT DESICCANT 3115" HS GLASS T5 T6 3/16" HS C EXT GLASS -✓A 1//// 1 EXT. GLASS G(/// \—INT. GLASS KODISPACE SUPER 7� 4SG TPS Ts SPACER®NXT I"' ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 511 W NOM. 5l16" NOMSEAL. BUTYL & / SILICONE SEAL n�cirnnur—. ROLL -FORMED 7116"AIR SPACE 3116" T GLASS GJ EXTERIOR PRODUCTIS"EXTERIOR- 1 GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR I I aINTERIOR PRODUCT IS °INTERIOR - GLAZED" IF #82-831S TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET / PAINTED/ LAMINATED SURFACE EXTERIOR PRODUCTIS"EXTEF GLAZED" IF #62-831! TOWARDS THE EXTI I 7/8" NOM. GLASS BITE 7/16" AIR S 3/16" T C 02 OR( a INTERIOR PRODUCT IS "INTER GLAZED" IF #82-831£ TOWARDS THE INTE SEE NOTE Z THIS SHEET SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE a EXTERIOR 2-TRACK CLUSTER'CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 EXTERIOR 3.22" 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-7 CENTERLINE ¢" 0 0 0 3.22" 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" o 0 0 2-TRACK CLUSTER"C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 40 CENTERLINE 0 0 EXTERIOR 3.22" 3-TRACK CLUSTER "CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE r}" 0 0 0 EXT�IE�RyIO21 3.22" �/ 4-TRACK CLUSTER 'C5' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: SILL "+" INTERMEDIATE ANCHORS LA) N5 2-TRACK INTERMEDIATE "+I" ANCHOR LOCATION EXTERIG� 3-TRACK INTERMEDIATE "+i" ANCHOR LOCATION 0 4-TRACK INTERMEDIATE '+I* ANCHOR LOCATION HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR 1 INTERLOCK 4" CENTERLINE EXTERIOR 3.22" IG 2-TRACK CLUSTER"C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4• EXTERIOR 3.22" 3-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE 4-TRACK CLUSTER 'CYANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE :XTERIOR 3.22" 2-TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4. EXTERIOR 3.22" 3-TRACKCLUSTER"CS" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK- 4 CENTERLINE 14 EXTERIOR 3.2 V 4-TRACK CLUSTER "CS"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: HEADY' INTERMEDIATE ANC:HUKS Lf lul 2-TRACK INTERMEDIATE 1410 ANCHOR LOCATION 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION 4-TRACK INTERMEDIATE .+I"ANCHOR LOCATION P-HOOK ANCHORS LAYOUT: OPT. ANCHC TO AID AUGNMEP OPT, ANCHC TO AID ALIGNMER , NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY 11 w wir+unoc mcnl uncn I&I ruc 0-un is JAMB ANCHORS LAYOUT, (PARTIAL VIEW): -- 2.3751' --Al 4.75" OTC. 11111111 EXTERIOR O.C. M6AX. I N u MAX. JAMB 2-TRACK FRAME JAMB ANCHORS WEEP NOTCHES R END @ 1" X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375"X .500" 21.6" MAX. EXrERIOR O.C. 3-TRACK FRAME JAMB ANCHORS 490 MAX. 4-T JAI (4) WEEP NOTC1 PER END @ 1"X (6) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190'; (1) WEEP NOTCH EVERY 24" @ 1.375" X ,500" SILL' WEEPHOLE LAYOUT (2,3 & 4 TRACKS) HEAD 900 CORNER CLUSTERANCHORS LAYOUT: 4n I EXTERIOR 2-TRACK 90'CORNER r, 'C4°ANCHOR LOCATIONS U (USE WHERE'CS' IS SPECIFIED) 0.4r' 3-TRACK 90' CORNER 'CV ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) 4" 4-TRACK 90' CORNER EXTERIOR (USE WHERE'C5' IS SPECIFIED) (USE WHERE'C5' IS SPECIFIED) 4-TRACK 90'COMER eATERIOR n SILL 900 CORNER CLUSTER ANCHC im i a 4" I 2-TRACK 90' CORNER EXTERIOR 'C4'ANCHOR LOCATIONS (USE WHERE'C3- IS SPECIFIED) 3-TRACK90'CORNER EXTIE OOR "C4' ANCHOR LOCATIONS ' 7 (USE WHERE'CS' IS SPECIFIED) v WWVIM A -TRACK 90' CORNER HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: e-i rw .1 °C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 51"wo, EXTEnRIOR V 3-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4". EXTERIOR 3.22" 2-TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) 3-TRACK 135°CORNER "C6" ANCHOR LOCATIONS (USE WHERE 'CZ' IS SPECIFIED) SILL 135° CORNER CLUSTER ANGF 4" I u 4" EXT,JERRIIOR 2-TRACK 13W CORNER V "04' ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) . 4" 4 EXTERIOR W3.22" V 3-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" 4-TRACK 136' CORNER 'C4" ANCHOR LOCATIONS EXTERIOR ID HEAD SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C3' IS SPECIFIED) 4•TRACKSPLICE 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) LOCATION 4" TERIOR V 2-TRACKSPLICE 'CS' ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) (USE WHERE -CS' IS SPECIFIED) 4-TRACK SPLICE "CS' ANCHOR LOCATIONS (USE WHERE "CW IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT rw ,2-TRACKSPLICE "C4' ANCHOR LOCATIONS (USE WHERE-C3" IS SPECIFIED) 4" O -)--I I4-- 3.22" 3-TRACK SPLICE "C4' ANCHOR LOCATIONS (USE WHERE 'C3" IS SPECIFIED) ►I 1--3.22" 4-TRACKSPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) NOTES: 11 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE W ASTRAGAL INSIDE W ASTRAGAL OUTSIDE 135- ASTRAGAL INSIDE 136' ASTRAGAL INTERLOCK OUT INTERLOCK IN STILE W/HANDLE BOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INIERIOROR EXTERIORGLAZED SINGLE INTERLOCK F F PP K L L TC TAI TV T OUT (saxotm (soXR!) SINGLE INTERLOCK B H P A C C SC IAA SV S w IN (smttoun (soxNp s'TILE RR R S S FC FD FV FW r (Wxour/ (am" W J LOCKSTILE ® tl p pI �q �Ri! W MMLE maxoup /aaxnvl ASTRAGAL qM7t=�� u lL. BOXOUr (aoxorm (oc" (BOXOfM W ASTRAGAL �% 1 g BOX IN IN) (BoX{N�9` MAI ° ASTRAGAL CT C� / �',I W RECEIVER ASTRAGAL JL AT AS DF 0- RECEIVER sTRAGA ASTRAGAL a /T Ylf/ VS VF . RECEIVER IN. 135, ASTTRAGRAGAL E V T WS �� F I/ � RECEIVER LEFT' RIGHT PANEL PANEL STILE STILE PANELTYPE °P"SHOWN. 15.875 - � 10.636 -s- 100 Q F�]ERI ❑� 1.8l12 �^ � p jo"�1 Q 1.681 .100 � 1 �c�LlJa ®�® Lf1Jo �A @ 2 TRACK HEADIJAMB �-- - 8.250 --"1 p�Cl Qrf f ❑ ❑ .100 El @ 3 TRACK HEADIJAMB © 4 TRACK SILL 8.250 - --n-� 100 R ❑ p o u 1.681 da�I�Go1l ® 3 TRACK SILL 10.625 5.875 o 0 0 9� 1.813 ��p-11 � 1.681 .100 - dc_�ILrial �� O5 4 TRACK HEAD/JAMB O2 2 TRACK SILL -_-( 1.570 � 1.625 j-4- -+ry 1,585 - P012.833 2.368 12.768 -400 4 .300 .188 �{ I .� .182 110 �-- .120 TOP, BOTTOM TOP, BOTTOM AND STILE © AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT w-- 3.452 ---1 125 3.209 © INTERLOCK .300 REINFORCEMENT, STANDARD 1.472 - 125 2.175 .070 .300 J 135° CORNER 31350 CORNER 35 „-�„�,-,,,, 36 eecciv� nenuNT 3.483 182 INTERLOCK .400 Q REINFORCEMENT, HEAVY-DUTY 3.713 .060 1,17D ©135' CORNER AgTPAf.AI CAP_ 2.025 t540 500 F4--- .062 FRAMESCREW 7OCOVER(PVC) t1-1.000 .949 BOTTOM RAIL 11 SUPPORT 540 .626 F-�d-m-.062 19 EXTENDED KEEPER 125 93. 80 ANCHOR PLATE 252 06 1A36 J; -- sl-f f�j OUTER SILL COVER 540 .soo -sll-� .062 KEEPER .309 2.696 - .125 F 070 210 .312F 2.I I -2.291- 4 1 .100-' ASTRAGAL EXTENDED POCKET ®REINFORCEMENT DINTERLOCKADAPTER .046 1.500 W135' CORNER 38 ASTRAGAL CAP 3.326 - 3.247 n 90° CORNER 39 ASTRAGAL 291 3 QREINFOI BAR CO' .075 - 090 r f:- 2.710 - INTERLO 31 ADAPTEF 3.345 3. .065 90° CORNER 40 ASTRAGAL CAP, CLIP ANCHOR PE AS USED INSTALLATION, BLEA,SHEETI (3) #10 X � 1.5" SMS FIXED CLIP n 1) INSTALL CLIP INTO PANEL STILE 2) INSTALL CLIP INTO FRAME JAMB & SUBSTRATE, USING 4 INSTALLATION ANCHORS, SEE TABLE 1 zg FIXED PANEL CLIP\ INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. SMS :INVF ER BAR #8X1-1(4"SMS � JAMB TO SILL ASSEMBLY REINFORCEMENT PLATE ATTACH WITH #8 X 1-1/4" @ 34-112" MAX O.C. HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS ROTH PANELS- 0 4-PANEL, 2-TRACK OXXX SHOWN so INTERLOCK CLIP COVER NOTES EXT i` —INTERLOCK 24 0o nic 01 AM 1) DETAILS APPLY TO 2 3 AND 4 TRACK C BOX SCREEN DETAILS: HORIZONTAL. stc 11UH EXAMPLE -% III .062 BOXSCREEN 10o TOP RAIL - - ^ , .062 BOX 103 SCREEN INTERLOCK EXAMPLE -4-+- .062 BOX SCREEN tot BOTTOM RAIL .055 - 4 1-m---.372 BOX 104 SCREEN SNAP -ON BUG FLAP ----4 - .062 BOXSCREEN 102 SIDE RAIL iBOXSCREEN toe OXO ASTRAGAL ADAPTER STANDARD SCREEN DETAI 125 121 I TI"ITI/�e1 f.1"/�TINI l Anv C d'• #" v Part Description Material 1 19001 2-Track Heed/Jamb Rigid PVC 2 19002 2-Track Sig Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track HeadlJamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate Bo63-16Alum. 9 19007 Track Insert e063-76 Alum. 10 18084 Interock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-TB Alum. 12 190D6A Outer Sill Cover 6063-T6 Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P-Hook Adapter 6063-TOAlum. 18 i9020 P-Hook 606346 Alum. 19 19047M Extended Keeper _ _ 6063-T6 Alum, 20 49029M Keeper 6063-7t3 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Gip 606346 Alum. 24 19035M Reinforcement Plate 6063-TB Alum. 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-75 Alum. 26 19046 Composite 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005:15 Alum. 29 19019M Astragal Reinforcement 600E-75 Alum. s0 19083 Extended Pocket Interlock Adaptor 6063-T6 Alum. 31 19005 interlock Adaptor Rigid PVC 32 19006 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cotter 6063-T8 Alum. 35 19076 135° Comer Astragal 6063-T6 Alum. 36 19077 135° Comer Astragal Passive Mount 6063-7B Alum. 37 19079 135° Comer Astragal Cap - Ext. Rigid PVC 3B 1908D 136° Comer Astragal Cap - Int Rigid PVC 39 19078 90° C Hoer Astragal 6083-TB Alum. 40 i90$1 90° Corner Astraga! Cap - Ext. Rigid PVC 41 19082 90° Corner Astragal Cap ` Int. Rigid PVC # Part If Description 46063T6Alum. Material 42 1908.5 Sill Riser -(2-1/2') 43 19022A Sill Riser - (3.1/2") 6063-T6 Alum. 44 19023A Sill Riser -(4-1/16") 6063-76Aium. 45 19024A Sill Riser - (4-6I8") 5083-T6 Alum. 50 718609W .187" x .32W Finseal (Stile) 61 71MSK 1-1/2" x i" x 314" Fin Seal Dust Plug 52 71698 Dust Plug 60 410041 Interlock Gip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X76FP7X #8 x 39' Ph. FH SMS @ Roller & Reinf. SS 64 419042 Frame Header Block Nylon fi5 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS Be 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock wilong Tdm plate Steel/SS 70 71032X1FPI-7( 10-32 x i" Ph-FH MS @ Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System Sheet 76 Quanex Super Spacer nXrwith Hot Melt Butyl Sea 10 for 77 Quanex Duraseal Materials 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Backbedding Silicone 80 19090 7116" Square Bead Rigid PVC 81 7116" Beveled Bead Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 83 ism 1-1116" Ogee Bead Rigid PVC 84 19016 13/16" Ogee Bead Rigid PVC 85 71725K Setting Block 112" x 4" x ill 61. 85 +/- 5 duro. Neoprene 86 71726K Setting Block 1" x 4' x 1116", 65+/-5 duro. Neoprene 90 781PS7X #8 x i" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4' Ph. PH SMS @ Reinf Bar SS 92 710X1PHPT18.8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 710X1i5PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Prrl. Clip SS 94 710X2.5PHPT18-BX #10 x 2.112" Ph. PH SMS @ Reinf. Plate/Ast. SS 95 71420XL26FPFX 1412X 21/4" Ph. PH SMS @Hdr. Block SS 96 1 710X1.75PPX 1#10 x 1-W' Ph. FH SMS @ Ast. Mount SS - N11 DADE EM MTAMICOUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. . 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 115500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Manu P S z sl' FILE COp 1 �?) 7y+ t _ r i NOA No.15-0519.05 IAMI-DADE COUNTY ! . ,1; r ; ]ration Date: July 30, 2020 i proval Date: July 30, 2015 ,1 �i Pagel PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. 'QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). M nuel �e ez, P.E. Prod net Contr xaminer NOA No. 15-0519.05 Expiration Date; July 30, 2020 Approval Date; July 30, 2015 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNmNuEu) 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. 3. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02128/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16120, F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51h Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS 1. None. L Manuel er z, P.E. Product ControlUatulner NOA No.15-0519.05 Expiration Date; July 30, 2020 E-2 Approval Date: July 30, 2015 ANCHORAGE EXAMPLEFOR �28-1/8"MAX.O.C.� RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) // e, SEE SHEET 3 A, SEE r SHEET 3 EQUALLY SPACED ANCHORS PER TABLES 9.11 EQUALLY SPACED ANCHORSPER TABLES9-11 30" MAX. O.C. MAX. {�- 54- MAX. BUCK WIDTH 30' 12" MAX. B,SEE -� MAX. O.C. SHEETS SHEET 3{ / 1 FIXED VISIBLEI I LIGHTWIDTHI 1 I 12" MAX I ! FIXED II + EQUALLY I / i.O.C.SPACED I I / LIGHT 7-7/8' MAXO I / ANCHORSPER I 1 /HEIGHT TABLES 311 I j Ole / 01; / 84" �- MAX. 4 10" MAX O.C. BUCK x I I x II HEIGHT I`-- L------ - SASH 13-314" MAX O.C. EQUALLY I I �_ SPACED I VISIBLE I ; ANCHORS PER I LIGHT l / IA� TABLES.9-11. �_ / HEIGHT I : 6-10 MAX SEE SILL WEEP - NOTCH DETAILS, SHEET ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SASH VISIBLE LIGHT WIDTH 17-7/8' MAX. O.C. 01.78' MAX BUCK -T_ HEIGHT 10" MAX. O.C. 11 MAX. O.C. iy } SEE SILL WEEP - NOTCH DETAILS. SHEET ANCHORSPER TABLES 9-11 ANCHORSPER TABLES O-11 21-518" �~ MAX. O.C. ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP, SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD CO FOR CUSTOM COTTAGE CC 75' HEIGHT SEE 1 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERI 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI FER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 14r7THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EM BEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATIC SHOULD BE S EALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTION 6)1/4-MAX. SH IMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A- NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLETESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE HAS NO THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMIL SHALL MEET -THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4m 0ccc0c"1cc0. T QY Dc0n0TQ PTn -70M P 70AA• PI Vn 111 TRACnN NOA: ELCO CRETEFLFX NOA: ELCO AGGRE-GATOR NOA: ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEA.I( TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 710' Laminated I.G.:1/6" A Extedor Cap+ 7/11Y Air Space + SMS' Laminated; (2) Liles of 118' A Glass with .090" PVB Intedayer 4,5 6 6 7/8" Laminated I.G.:1/6" T Exterior Cap + 7118" Air Space + 5116' Laminated; (2) Lftes of 1180 A Glass with .090" PVB Inlerlayer 4,6 6 7 718' Laminated I.G.: 3116' A Extedor Cap + UP Air Space + 5fl6' Laminated; (2) Liles of 118" A Glass with .090" PVB Intedayer 4,6 6 8 71W Laminated I.G.: 3/16" T ExtedorCep + 3/8' Air Space + 5/16' Laminated; (2)Utes of 1/W A Glass with .090' PVB Intedayer 4,6 6 9 718" Laminated I.G.:11W A Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Utes of 11W H Glass with .090' SG Intedayer 7 7 10 718" Laminated I.G.: 1/0' T ExtedorCap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8' H Glass with -OWSG Intedayer 7 7 11 71W Laminated I.G,: 3M6' A Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Lites of 1/8' H Glass with .090' SG Intedayer 7 7 12 7/6" Laminated I.G.: 3/16' T Extedor Cap + 318' Air Space + 5116" Laminated; (2) Utes of 118' H Glass with .09W SG Intedayer 7 7 13 7/8' Laminated I.G.: 118" A Extedor Cap + 511W Air Space + 7/16' Laminated; (2) Liles of 3116' A Glass with .0900 SG Intedayer a 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5110' Air Space + 7116' Laminated; (2) Utes of 3116' A Glass with .090" SG Intedayer a 7 15 718" Laminated I.G.: 311W A Exterior Cap + 1/4' Air Space + 711W Laminated; (2) Liles of 3/16" A Glass with .090' SG Intedayer 7 7 16 7/6' Laminated I.G.; 3/16' T Extedor Cap + 1/4' Air Space + 711 V Laminated; (2) Utes of 3/16" A Glass with .090' SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor 7 Substrate Min. Edge Distance Min. Embedment A #10 SMS (steel, 18-8 S.S. or410 S.S.) P.T. Southern Pine SG=O. _) 7118" 318" Steel, A36` 3/8" 0.050" Steel Stud, A653 Gr. 33" 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5• 318" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 711C Uvw Concrete (min. 2.85 ksl) 1" 1.3/8" Ungrouted CMU, (ASTM C-90) 2-112" 141,V' B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" Steel, A36" 3I8' 0.050" Steel Stud, A653 Gr. 33" 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5• 3/8" 0.0a, C 1A' steel Ullracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2' 14/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 13/4' 1/4" steel Uitraoon Concrete (min. 2.85 ksi) 2-1/2" 1-3w 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1' 1318" 1/4" steel Creteflex Concrete (min. 3.35 ksl) 2-1127 1314" D 1/4° steel CreteAex Ungrouted CMU, (ASTM C -90) 2-1/7 1414" P.T. Southern Pine (SG=0.55) 1"' 1.3/8" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-�8" 114' steel Aggre-Gator P.T. Southern Pine SG=0.55 1" -3 8" Grouted CMU, (ASTM 030) 1 2" 1 2" GLASS TYPES 5.7. 9. li. 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30. ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. FIGURE C- FRAME SHAPES Frame Glass Fr Types Options Co (see FillB) (see Table 1) (see Flange (#2) Box Equal -Leg (#4) J-Channel (#1) Integral Fin (43) Equ 5-16 O8deh C Equ 5-16 Oriel, &C FIGURE A' FRAME (SONFIGl1RAT10NS JEq, 5 Id-8 Oriel 8( JEq, 5-8 Oriel &C COTTAGE 7i EQUAL-LITE ORIEL —��BUCK WIDTH BUCKWIDTH BUCKWIDTH�-- / (7 (D H x O M M w x T �j n M w W11w 1m1 1m1 RADIUS -TOP ARCH -TOP RECTANGULAR FI, TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING . _I I Min. Edna Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN EDGE DISTANCE EMBEDMENT i 1/4" MAX TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 4 FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT I FOR -ALL WINDOWS; 1 ANCHOR @ 3.55" 48 49 FROM END AND AT 21 CENTER QI 22 FOR WINDOWS 72 OVER36"WIDE: 0 ADD ADDITIONAL 14 45 46 47 SCREWS &6-3/8" 35 FROM END. FOR WINDOWS WITH 4 BOTTOM LOCKS: BUCK 50 O 0 16 ADD ADDITIONAL HEIGHT SCREWS u@8-3/8" ` 85 30 _� FROM END. SASH EXTERIOR VISIBLI OPT. 86 LIGHT HEIGH' (2)1'I INTERIOR 81 31 30 EACH FnI IAI .I Fr61nY USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 65/8' FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETECMU. FLANGE FRAME NOTES: SHOWN I- 1/4" MAX SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1W THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 66 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT IOPENING) IS MEASURED FROM r-1/4" MAXSHIM BEADING TO BEADING. BALANCE YPE VARIES WITH SASH WEIGHT E; FIXED VISIBLE LIGHT WIDTH BUCK HORIZONTAL DADE APPROVED MULLION, MAY BE VERTICAL OR HOF 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH CDA"= mlyn NACTAI INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT J-CHANNEL FRAME ( SHOWN 11 EXTERIOR a OPT. (2)1" I 81 - wnk l31 NOTCHES AT EACH END. INTEGRAL FIN I+ EMBEDMENT SASH VISIBLE LIGHT EDGE DISTANCE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT ��- WOOD FRAME OR SEE (� NOTE 2, THISIS SHEET. I I VC MAX SHIM TYP. NTAND EDPE, EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) -t1/4" MAX SHIM TYP. ANCHOR TYPE, EDGE _ EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.5W FROM END AND AT CENTER. - FOR WINDOWS OVER36" WIDE: ADD ADDITIONAL 1 / O SCREWS@Ir1 3/8" FROMEND. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8.3/8" FROM END. NOANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 1/4" MAX F—e.... USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION- 65/8' FROM SASH END. J-CHANNEL FRAME NOTES; SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-117THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. . , , , . BALANCE WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH 1/4" MAX. SHIM INTEGRAL FIN FRAME SHOWN E; BUCK HORIZONTAI DADE Al MAY BE' INSTALLATION OPTION 7 ANCHOREDTHROUGH --►{ 716"^MOM. r 5/16" A/A PVB 7116" AIR SPACE- 1 /8" A_ GLASS— <D EXTERIOR DURASEAL, SUPERSPACER OR — CARDINAL SPACER GLASS TYPE 5 -1 71W NOM. I A 5/16" H/H SG 7/16" AIR SPACE — 1/8" T GLASS - aEXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER GLASS TYPE 10 n 5116" A/A PVB — MW AIR SPACE- 1/8" _T GLASS — a EXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER 5116" H/H SG— 318" AIR SPACE- 3/16" A GLASS- <j EXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER 1/2" NOM .GLASS BITE TYP. 7/8" NOM. [ — GLASS TYPE 6 718" NOM. GLASS TYPE 11 GLASS TYPES 9 THROUGH 16 MAY NOT 8E USED WITH J-CHANNEL OR • INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9.11,13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS - aEXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER 7/8" NOM. GLASS TYPE 7 —+� 718" NOM. 5/16" H/H SG — 3/8" AIR SPACE - 3/16" T GLASS - a EXTERIOR DURASEAL, SUPERSPACER OR — CARDINAL SPACER 7116" A/A SG — 1/A" AIR SPACE - 3/16" A GLASS - aEXTERIOR DURASEAL, SUPERSPACER OR - CARDINAL SPACER GLASS TYPE 12 GLASS TYPE 15 TABLE 4: Afa®Types Design Pressure, 16s1t12 6.6, 7 66 RaInL I-eYel R1 For all vAu w 8 sash sites SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. 6 HEADER 23 UTrial O� D MEETING RAIL Q 26 0 - EXTERIOR a D 23 JAMB EXIER(OR SASH a HEIGHT 23 SILL I� u �IItn��77I'I �u c SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) TABLE 5: - O�I - LEVEL ofa.rypa 6 ttouom sash Oaedghun br8lNunRwW sash mew Range fn) Design Preasure, Ibs/7ts R+Is1. Laws R2 vX w8mL Waahon to48 .51175 IF 23.5 Egj"o 11" +05.0 1 •70A +a5A -70.0 28 Standard College 14.517. 15010 +65A -MO +85A -70.0 Egrzl{ae 11S83-14510 +65.0 -700 485.0 -70.0 SMdardReview 112n-11.582 +65.0 -10.0 1;R0 -70.0 97.376 Tallest 23.51Y-25233 465.0 -7" +05.0 -70.0 SOndwd Conage 2D.058-23518 +65.0 .70.0 +06A -70.0 Equmth7e 17.617-20,257 465.0 .70A 463.0 -70.0 Slaafard Wodnir 14.517-17518 +85.0 -70A s65A •70.0 Sfialat 11.877-14518 +65.0 70.0 63.0 -70.0 44 Tallest 27„,e+. 31.Bii +85.0 . -70.0 4 65.0 -70.0 Custom Size 2a517-2MA2 J05.0 -70.0 +650 -70.0 SlwW.d Cortege MV-25.518 +65.0 70.0 +05.0 -70.0 EgoaWe 20517.23513 465.0 -70.0 +f15A -70A StaiMard Prodew 17517-20516 465A -70A +650 -70-0 CIR1a111$Q4 14.517-11.610 +8&0 -70.0 +050 •70A 8hoM1wl 11.377-14.618 +65.0 -70.0 +66,0 •7DA 46 31-W-35A11 485.0 -70.0 +66.0 1 •70.0 1D SlaMardCoeage 29.617-31.582 +85.0 -70.0 +65.0 1 •70.0 EqualM, c 20.517-26510 +65.0 -70.0 405.0 -70.0 SlaMard Procter fY.51T-20518 465.0 •70.0 +65.0 -70.0 - -Cuslam Size - - 14.517.17,516 +05.0 - .70.0 +BSA. -70.0. Custom Size 12517.14.516 465.0 -70.0 ,65.0 -70D Sherlal 111.377.12510 +05.0 •70.0 +OU -70D n i m Is Ry 46625 Tellast 33.208 - 37.530 +65.0 -70.0 405.0 -70.0 Slan3mdCotlege 28517.W207 +65.0 -70.6 +ss.a -70.0 EgwNlla T3.b17-20578 +85.0 -wA +65,0 •70.0 Custom Size Stw*rdPmdmW 20.517-23$18 17.517-23510 +65.0 +86.0 -70A -70.0 +05A +ss.0 •70.0 -70.0 Cmwm size 14517-17510 +85.0 •70A +85p -700 CmtomShe 12.517. 14516 +65.0 •700 +55.0 -70.0 stwlesl 11.377. 12516 +65.0 .70.0 +65.0 -70.0 02 Tolbst 36517.41A44 +0&0 -MO *65.0 -70.0 slen4ara0otWe0 31.51Y - 30.510 +65.0 -70.0 *WA -70.0 EgroHde 26517.31.618 +65A -70.0 405.0 -70.0 Standard Procter 23.517.21610 465-0 •70.0 465.0 -70.0 Cm1anS¢e 20.517.23518 +BSA -70.0 +85.0 •70.0 Custom S¢e -20.610 ♦65.0 -70 +06.0 ..1 Custom Size 14517-ri5 ULU10 � ,.0 -70.0D +85.0 43.1 48 Custdn3ize 13.017-14510 +65.0 -70.0 +MO -07.3 SMlest 11.11M - 13.018 +65.0 •70.0 +65.0 -0.5 75 Tallosl 39-517-MOO +65.0 •70.0 +65.0 .70.0 Custom Size 3"17-30.516 +65.0 -MO +65A •70.0 EgeHOe 35517-3&516 +85.0 .Imo +eSA .70A custom Site 32.517. 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N N N N N N N N N N N FImG6I i .6255" I .625' T i 1.483" 1 J-CHANNEL FRAME HEADIJAMB 3.483' ►� 2.444° OJ-CHANNEL FRAME SILL 1.872' --{ 0 1.630° 065" d O -►� 1.231" 14 FIXED MEETING RAIL 825' F I A83' 2 FLANGE FRAME HEADNAMB 3.483° Dti-- .062" j==1 2.444" .625" II 11 FLANGE T LI O FRAME SILL �+- 1.641" 1 o � .065' 1.37W --►I 1.000' �-- 16 SASH RAIL -►{ 1.215° .974" .035' 17 BALANCE COVER I i -►{ 1.376" .060" O18 SASH STOP/ SCREW COVER 3.500' ►i l► .062" 1.483" 1 OFIN FRAME HEADNAMB I 2A44' ___I_ 7 FIN FRAME SILL I �-+-- 2.100° 590' �.070 LIFT RAIL 18 INTERLOCK OEOUAL LEG FRAME HEAD/JAMB 3A83" --- 0 OEQUALLEG FRAME SILL rl2.176° -� 471" .050' SLIFT RAIL 20 INTERLOCK COVER TABLE 12: Bill of Material # Pad # Description Material 1 620101 Single Hung Frame earl & hs - J Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin- PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J-Channel PVC 6 620106 SWDH Frame Sill - Flange PVC 7 620107 SWDH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 AI 20 620144 Pull Rail Interlock Cover PVC 21 620167 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforoement 6063 T6 Al 25 620152 HD Sash Reinforcement 6063 T6 All 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 30 61644 Weatherstrip, .187' x .270" Fin Pile 31 60300 Weatherstrip, A90" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .22V PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTf #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 70 0THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 3B 720210 Weep Hole Cover PVC 40 720XX = Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 17SX114FPAXI#Bx ISpiral Balance Shoe Nylon 44 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS TABLE 12, CONT.: Bill of Material, cant. # Part # Description 45 720197 Auto Lack Mechanism 46 720198&9 Sweep Lock 47 72019598 Auto Lock Cover Assembly 48 76XII80PIX #6 x 1" Ph. FH SDS (Auto and Sweep Lock Screw) 49 720200 Auto and Sweep Lock Keeper 60 778X34PPA #6 x 314' PH. PH SDS (Keeper Screw 61 420181 UR Beveled Tilt Latch Corner Key 52 420182 UR Pull Rail lilt Latch Comer Key 63 7634PHFL #8 x 314" Ph. FH SDS (Comer Key Screw) 54 420183 Tilt Latch 55 420184 Tilt Latch Retainer 56 720207 1" Tilt Latch Spring 57 420186 Plastic Tilt Latch Finger Pull 58 720192 Metal Tilt Latch Finger Pull 691 420180 1 Pivot Bar Comer Key 60 720206 Pivot Bar 63 720191 Sash Pull Handle 64 720194 Sash Pull Handle With Latch Assembly 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) 66 420188 Bottom Latch Strike Plate 67 ?7856B #8 x 618" Ph. FH SMS (Strike Plate Screw 72 720135 LamiLG.Bead 74 Backbedding, GE 7700 or Dow 791 75 71646N Setting Block (7/8" x 1" x I ), 85 +/- 5 du% 76 Quanex SuperSpecer nXr with Hot Melt Butyl 77 Quenex Duraseal Spacer 78 Cardinal XL Edge Spacer 80 61012 Extruded Screen Frame 81 81011 Roll -Farmed Screen Frame 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 63 47042 Screen Comer Key with Pull Ring X2 64 47041 Screen Comer Key without Pull Ring X 2 85 7CASPM Tension Spring 86 61816C48 Screen Cloth 87 61835/81614 .140" Screen Spline (Machine/Hand Rolled OPT. SWEEP LOCK O 46 46 t6 i zD I O 57 OR 5B ' O 51 OR 52 IIII o O � OPT. PULL RAIL 19 INTERLOCK & COVER i ; 56 50 ' MITERED FRAME WITH 1•�� INTERIOR AND EXTERIOR FRAME WELDS 49 18 i 72 X4 72 X4 14 r - USSCE_ / pt1?�N�SiOBA r OPT. PULL HAI • • 64 WITH LATC - 41 40 CONSTANT FORCE •.\, 1 ------- - - i. OR BALANCE 40 OR 43 42 43 SPIRALBALANCE ,lam 67 16 .' SASH /� • 1• 37 ASSEMBLY 66 /" 36 DETAILS \, TO BA(gNCE -lorida Building Code Online Page 1 of 7 U BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Florida ® ;:e Product Approval r qwr ppr�i�gqrerenntt I i USER: Public User EuPctavrttSr�guvmn Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived P n c-tea `"lifaq u er A ii ss/Plrogw�/Elrtail Autkia7 izd S' re Tech `' _ve Address/Phone/Email FL21131 New 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg77l DGmkJRHskTPhmF%2bO WdDu... 10/17/2019 Florida Building Code Online Page 2 of 7 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a L Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2020 Ryan]. King, P.E. W Validation Checklist - Hardcopy Received FL21131 RO COI (b) Certificate of Indeoendence.pdf Standard ASTM E330 ASTM E331 TAS 202 Year 2002 2001 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqu2dzEOwOntg771DGmkJRHskTPhmF%2bO WdDu... 10/17/2019 Florida Building Code Online Page 3 of 7 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/14/2016 10/15/2017 10/19/2017 12/12/2017 Summary of Products FL # Model, Number or Name Description 1 21131.1 a. Therma-Tru® Traditions and Nominal 6'8 "Non -Impact" Opaque Wood Edge S ProfilesTM Steel Doors Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.1 for Design Pressure Ratings by FL21131 RO AE (a) Eval 21131.1.odf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.2 b. Therma-Tru® Traditions and Nominal 6'8 "Non -Impact" Opaque Wood Edge S ProfilesTM Steel Doors Door with Sidelite(s) (Inswing/Outswing; XO, ON configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt,'P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.2 for Design Pressure Ratings by FL21131 RO AE (a) Eval 21131.2.Ddf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDqu2dzEOwOntg77l DGmkJRHskTPhmF%2boWdDu... 10/17/2019 Florida Building Code Online Page 4 of 7 21131.3 c. Therma-Trup Traditions and Nominal 6'8 "Non -Impact" Opaque Wood Edge S ProfilesT1 Steel Doors Door with "Non -Impact" Sidelites (Inswing/Outs% OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.3 for Design Pressure Ratings by FL21131 RO AE (a) Eva[ 21131.3.odf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.4 d. Therma-Tru@ Traditions Steel Nominal 8'0 "Non -Impact" Opaque Wood Edge S Doors Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A _ Evaluation Reports Other: See INST 21131.4 for Design Pressure Ratings by FL21131 RO AE (a) Eva[ 21131.4.odf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.5 e. Therma-Tru@ Traditions Steel Nominal 8'0 "Non -Impact" Opaque Wood Edge S Doors Door with "Non -Impact" Sidelite(s) (Inswing/Out OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.5 for Design Pressure Ratings by FL21131 RO AE (b) Eva[ 21131.5.odf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.6 f. Therma-Trup Traditions Steel Nominal 8'0 "Non -Impact" Opaque Wood Edge S Doors Door with or without "Non -Impact" Sidelites (Inswing/Outswing; XX or OXXO configurations)' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqu2dzEOwOntg771 DGmkJRHskTPhmF%2bOWdDu... 10/17/2019 Florida Building Code Online Page 5 of 7 Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.6.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.6 for Design Pressure Ratings by FL21131 RO AE (b) Eval 21131.6.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.7 g. Therma-Trup Traditions and Nominal 6'8 "Non -Impact" Glazed Wood Edge Sti ProfilesT" Steel Doors Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.7pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.7 for Design Pressure Ratings by FL21131 RO AE (a) Eva] 21131.7.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.8 h. Therma-Trup Traditions and Nominal 6'8 "Non -Impact" Glazed Wood Edge St ProfilesT" Steel Doors Door with "Non -Impact" Sidelite(s) (Inswing/Out OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.8 for Design Pressure Ratings by FL21131 RO AE (a) Eva] 21131.8.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 2A r '.9 Traditions and Nominal 6'8 "Non Impact" Glazed Wood Edge StlesT F!Th,erm:a-Tru@ Steel Doors Door with "Non -Impact" Sidelites (Inswing/Outs OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqu2dzEOwOntg77I DGmkJRHskTPhmF%2bO WdDu... 10/17/2019 Florida Building Code Online Page 6 of 7 n Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.9 for Design Pressure Ratings by FL21131 RO AE (a) Eva] 21131.9.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations nd installation instructions. 21131.10 j. Therma-Trup Traditions Steel Nominal 8'0 "Non -Impact" Glazed Wood Edge Sti Doors Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.10 for Design Pressure Ratings by FL21131 RO AE (a) Eval 21131.10.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.11 k. Therma-Trup Traditions Steel Nominal 8'0 "Non -Impact" Glazed Wood Edge Sb Doors Door with "Non -Impact" Sidelite (Inswing/Outsw XO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.11 for Design Pressure Ratings by FL21131 RO AE (a) Eval 21131.11.pdf Created by Independent Third Party: Yes specific Model and for any other additional use limitations and installation instructions. 21131.12 I. Therma-Trup Traditions Steel Nominal 8'0 "Non -Impact" Glazed Wood Edge Sti Doors Door with "Non -Impact" Sidelites (Outswing; OX configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.12 for Design Pressure Ratings by http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg77l DGmkJRHskTPhmF%2bOWdDu... 10/17/2019 Florida Building Code Online Page 7 of 7 specific Model and for any other additional use Jimitations and installation instructions. FL21131 RO AE (a) Eva121131.12.odf' Created by Independent Third Party: Yes 21131.13 m. Therma-Trup Traditions and Nominal 6'8 "Non -Impact" Glazed Wood Edge St( ProfileSTM Steel Doors Door with Sidelite Center Hinged with a Continuc Sill (Outswing; XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21131 RO II (a) Inst 21131.13.pdf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 21131.13 for Design Pressure Ratings by FL21131 RO AE (a) Eval 21131.13.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. Back; Next! Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 n mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tc (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if th emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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 click here . Product Approval Accepts: ®®® Wkck Credit Card Safe http://www.floridabWlding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg77l DGmkJRHskTPhmF%2bOWdDu... 10/17/2019 THERMAITRUO DOORS Profiles. & Traditions WOOD EDGE GLAZED STEEL DOUBLE DOOR w/ or w/out SIDELITES INS WING/OUTSWING 'NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (21171 Flodda Rufkdng Code (FBC( structural requirements excluding the 91'gh Velocity Humcane Zone' (HVHZ)• 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In areas requBing wind borne debris protection, this product is required to be protected with an Impact resistant covering that complies With FBC Sections 1609.12 & R3012.12. 4. For 2cstud framing construction, anchoring of these units shag be the same as that shown for 2c buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TARIEOFCONIEMS � � 2 vY n11 ����,L .9 N n � 9 XX \, a 0 I aa N 1 aS75 MAX GA FRAAME W ID7H 150 MAX FRAMEwpTH 74.tAXFRAMEWIDiH-----{ I — A P x p � at d oU/ O x e p X O LLL, DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGUM11011 INSWING OMWING POSITIVE NEGATIVE POSITIVE NEGATIVE roc, oroco +45.0 -50.0 +45.0 -45.0 M, o IN w R-21131.9 xr 1 m 14 R OIGII[t\TIIG!(IIdTN YkXMANkN IV1-GIMOaMMYR PPPIOl2YV411 Y1i[eei \Y0.V [pje lVO MPaR nM-nVK\t-Nivnng5\M1-[!Y! e� �791TMAX, DOOR PANEI.HDGHf- {1f 63.12MAK D.LO. �S9 p Nr O G3 $QO4M Z m v a y ££ A j Z n j k r O -4 I---ss Q =- a �79.75'MAX DOOR PANEL HEIGHT v O �p DOOR PANEL HEIGHT TI, I 9pLf N °+ A NN �gW A NO 4=9 October 14, 2017 % \ • QQ $ 1 1 1 PRODUCE: Tbeumsnb re.Par.e ••'•9Tr5A••6 ��i� I c THERMA-TRU Lyndon F. SCM1mlat P.E No. 134D9 .7 STEEL DOOR PARE OR ASSLM9LY: GDBUILDING CONSULTANTS, �tJC. ✓LL/(/ a` m �VNQDATE BY 'PROFlLES° P.O. Bey WO. VeWco, R 33595 Pnoee No.: 513.e59.9197 EVI$I NS DOOR PANEL DETAILS PBPE CA No. 9813 R,{OientATh.Eme TM PERMANEN -RaAEa P. dApP ISVL-21131 Stmlwaa0 top Non-Wpd Non-HN C - Dr ngfft.-211311201mft-2113U-9Mg 35 79.24MAK DOOR PANEL HEIGHT 1.66' 69.17MAKD.L.O. 1.64 (3 SSU _ s p0 � TI N p ET� 9 ,ab0 O rH WN awo v i� v n �79.27MAK DOOR PANEL HEIGHT W� w� Cl O 1ngW om A On W N $N o® = s O 79AS MAK DOOR PANEL HEIGHT N Z�$w � \\ A O� o $ I— 1.ee• —I WN 3O A N O� Z A S�'J• 3 .PN7E o Fes- -D.83' `F- -01F V,•.....tloE...... October 14,2017 _Z- I PRODUCT: oaeum.- Pnparee THERMA—TRU LY l.. c. sanmmt � •••~'• RolanM' u i 9 c STEEL DOOR P.M No. x3Aa9 ,�i� 7 NAV ;%' A O E 1It1t t PART OR AS8EM9LY: GD BUILDING CONBULT,iIMS, �ti♦C t vs ,,, P.O. cox "0. ValNea, R M598 SA I> lv NO DATE OY DOOR PP�NELDDETAILS Phanv No.: e13.859.91e7 REVISIONS MPE CA N. 0813 O avt v N.w. awivmo cvuvu,.raura ixv. r) 0 13.75 MA%. PANEL WIDTH MA)L 7,1TAX D.LO. WIDTH KP m �o KTHOOR SRLE(WOOD) JI9RIOR 1 HORIZONTAL CROSS SECTION 4 AUGLASS I/TMIN. BfE GL SS THK WMIOR F F �1/8'1FMPHt®GLASS INTERCEPT ' \— 11TTEMPE3RED GLASS INTERIOR SPACER 50 SIDE PANEL '��� 1/2°MM. EXTERIOR GLASS THK. 1/STEAIPERED GLASS NOTE: 1.Spadn9 foritem Rl l 6 #12 Fde fame screws) is as fcUo . From the top down on sides; 3°, 14JS, 26.Y. 38.24', SOS' & 6225'. There } AIRSPACE are (2) screws both top and bottom a14.25' m from each comer. _ 2F5.� INTERCEPT 1/8"TFMPEREDGIASS SIDEWE PANEL INTERIOR SPACER STI�SIGN -PROHLES: 24 GA III=MIN THICKNESS, Fy=48.470 PSI MPR.I 11 STEELS GA.(0D18° MIN THICIa4ESS. Py=27.830 PSI MN.) GI GTA7WGDflAII FOAM CORE POLYURETHANE FOAM(1.9 PCF MIN.) SFsNatetl9assw/ SIDELITE WOOD COMPONENTS: PINE (SG n-OA2) bb S�M1sm� 2 VERTICAL CROSS SECTION 4 �d# z° m n c n 0 z E zmeo rXe� 9dg`� 4 016 z° `Eo 9i z FL-21131.9 e ¢r�w14 G a:\rneMs\memq ml Pe¢NaxBaW- Pa+aa Dmaue nPpovaa\FL-uux sev wow cave rvao-ucPae xm,nwlz\c- oamlmyL-uvx FlDI7J\FL-uuia-s.a+u, ss wA a•r �P x PW V W O 0 Caw V m N o ® x ^ R N 0 IFEEI p pm 0 d w h � .a r a N a W P A V m 2 al M T o0 O Z FA V O O a G1 Ai GP 'S b' pJ Vr Pr G a IKIF SCNMr q V06NN(.gy., I C 1 N0.03409 October 14,2017 i g pp $$ PRoduan — Ply � THEFNA—TRU LvedN F. acbmldl '•.f10M0�:I0 ,0 IN j O STEEL DOOR P.E. No. 43109 ii I�1111 11\\\ PAR1 OWAgSENBLY: BUILDING CONSULTAHfa. I�b. ElEVA77ONS P.O. Sc. MO. WK... FL M595 R' 'D NO DATE BY Pn.n. No.: a13.659M97 KEVINUNS MPE CA No. 9513 ® 2019 q.W. eu, bino cone uLrwMe Inv. Q' P O 0.15° yp) SEE NOTE 1 m] INTERIOR FXI62IOR 5 HOR ALCROSSSECIION 6 o ngs own nv4ngm as- FMB. jIYP.) 2 \ HORQONTAL CROSS SECTION 6 Shwm 2X Buck Ouhwing d-M (In-11V -W) _ 1.15*MIN. Notes-. ,RYFa 1.Sidefte aaemblYscews located Tfrom top and I from bofiom8 DAB2mom sae+ a equallyspaced between(4sa total Mside)amb). 1 E 1 2Sideliteheadj assembNsaewz boated 3'fromeach end (2suews along = head Jamb). e. Dv B 4� 40 41 42 60 61 62 6 1 J EMERIOR INTERIOR 3 VERTICAL CROSS SECTION e HORIZOONTALCROSS SECTION �l�q for i n CO .�'• / � � s imp n �coR V �p k jig s c o: o sop G U C INTERIOR cs — o Notes 1.5de0te czemblysaews located]' from topand l4' from bottom& 2arora=a equaPyspacadbe"v (4soewstotdper9dejanib)• 1 Q140 29deEte coembN screxs located]'from each end(2 screws clolV E gyp' �'' zwn to, it 1% ig t4 etmi p C i�cu E 9 w A �� C E m co 40 41 42� •a. C 60 61 62 o .. 6 1 4 1 d NTERIOR INTERIOR 6 SO 60Q %VERTICAL CROSS SECTION g m G IMBtlOR �'. ] Stwwnw/I%subbuck OutslWi9shwm(Insvh9skriior) c� 0 a xG m EXTERIOR 2524 23 •.v E :' $ff NOIEt e, p 0 1-immN. 29 40 41 42 1 A m FMB. (rrP.l 60 61 62 t- i _ N IB. W.) C F1.IB. pTP.I p 1 HORROMAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Oufsw'ug Ishwm�CK 25 onswin stmiar) OUI Oft stf own 9�9swar1 N SEE NOTE 2 60 50 i EXTERIOR INTERIOR z z a° aqo 10112117 i 4 VERTICAL CROSS SECTION N.T.S. ° j Shawnw/ I%sub-buck axn ert JK m' OuhwF9 sta"I wM9*nW wesm LFS ouruo wv x n F1-21131.9 0 EaMR WIERIOR %1 VERTICAL CROSS SECTION 8 Shown DFecl to MasoMl OubwRlg oNyw/ 49/16 jamb Double DoarONy (N/Aw/SldeGtasJ Notes I.SdeRe amemblysaews located 7°ficm top and 14*fmmboff m6 2 mom spews equally paced between (Al saevrs total per sidepmbj. 2.Siderde onemblysaews located T from each end (2 screw: olong headjamb). y5 Q IMHtIDR 1-IMMPL EMB. ("j 1 HORIZONTAL CROSS SECTION g Shown g 'to/=9/'WY Double Do 0*(N/A jamb Oauble Door Only (N/Aw/ Sldefifes) EKfHt10R � WTMR 5 VERTICAL CROSS SECTION 5 O=9'. ' '16 /16 Jamb 4 HORIZONTAL CROSS SECTION 5Sh. ngW/w/49/16YJamb MIIIIOR JW15 01Z af) VERTICAL CROSS SECTION 8 Ou ft fNontfo Mo9116 OuhwLsg oNy w/ 69716 Iamb IMMUOR WERIOR U SEE NOTE 1 �j FL-21131.9 e xT 8 or1 G Notm. I. SM Item 017,18.3234, 35, 36.37, 38839 are attached to lambsw/ 13188 % - pl pfhscrews at each end S91tem R's 16 633 are attached tolambsw/ (2) RM-1/2' pfh screm at each end. Si Item R151s attached tolombs aXpdng (2) RIO%Tpph screvaat each end. 2. Sidelte assembly screws IDcoted f from each end (2 scen's along si9). INTERIOR -[,,,,A77r EXTERIOR INTERIOR -j D 1 VERi1CAl CROSS SECTION �I$u q trsswire 58 INTERIOR EXTERIOR a 2 VERTICAL CROSS SECDON 9 Inw6ng 511 EXTERIOR 5 VERDCAL CROSS SECTION 9 Imt.7a9$I EXTERIOR \ fir............ a /�''' '....... • +````\ N 'figg � m EXTERIOR INTERIOR "411* n 75 ��Em amca a= g w 11 44 7 16 17 18 '^ "'? 56 a f° 11 62 `2 C16 hTE 1 -. t�r+JtSft1 .- v ii ten: �O ax ¢L'i n •. p UIY �m �I c yaD VERTICAL CROSS SECTION 7-6 'o q OD6wIne5S a INTERIOR 4 VERIICALCROSS SECTION 9 w ,5S an ww&-t FL-21 ma— oa eanvmeaua ...... m a c me O C188 'ON VO 3d9 SNOMIAM 4El8.6C8•CW MN ...9d .1.t _ CBCCC 1 *--PRA 'OCL tog d JN180FYJNtl ions •O•/Nt_ B 31tl ON N Y a 'O +1 mnsNW aN1a91OB/ 'A1SMM NO lWd "' bbI %i\i[1b�/ //O� 6mr <N 3'd a000 -I�ls Z g g `i 'ygi -M-S! uePUAI na—mmHL [� P aonaoNd ` �• � UOZ bI IBgWap Ba1CP'OM �IaAl13I,1itlW.dO to u 11 E � 6 G d 2 '^ zi V 90 CJ 0 m C4 N e, NA I+ � � 9(tlV4bl I sai'a'WECI[ixi-VI(L[Oil iEliz-LImNNNa-�191AlItNN aedwlyttt aGp3 paoµ rWS lfl[i'NW¢ti�dV n�WU eplroy-WN3xtlWWInG N1a�Vll%W�D\:a rtas 'eN v9 aria tets'esa'9ty : oN euoya ,,,111,1 969M la '-VIPA '0= •os '0'd /1/Il ONIaONOW MAU rIN N 'IIMH00 ONIQNIO"uQfi IA 9—� -C{iLS V :. d'vfoi:'..`iJ . )DIw4e5 '! uoPURI 8000 nai—awaalu sareP�9q 1 1 I I 1 I I I I 1 P, � 1 I I mL Z Y W W SIT'dWE<'tE[R-bl(LI02%IETR-L��WT-V -�19WHNN LeW4+NN mP3 PmM Wb I£Ri-lfWr�A�tlDNo'd eWW -NW3htlWtl30 eLL Pu+i4LW4Ap�ltl OMI 6YlYllllBMmp OMOl1I1B 'M'tl L l OL 0 CM '0N Y0 3dW S O S Lete'e£8'Cte 3-ON 0VO4d AB31tl0 0 m 'I e9C£C v '—Pl-A 'o¢ .De -0-d A�. SWIM 38 MOM y y pp •slxrivlsNa� owanne/➢bO7 eAMv ua and ``````11111117� 1////// Z ty -MI ppjp.. �NLorcr roN 3d 11000 13315 C�•., Lim inw4oe '! uDDIMI MU-tl/Q1iFLL • i wmaw aww,laen �LMOOtld d II zX03b1cmpo ': fi0DE0 Wl ? � O rc = o 2 tl s P � 0 N ewvrio doo00iaeuVtn dolwoal SLt'tl I•d/U(.9L6G ewvrdo a000 001 dalwoUSZtt ('d,UlS a S� x mo ISI it d'ov ss � 9 90 m� D N b h _ C �q m O m o SSS ry tilla a a_ $ sn'uvrnnsm(n� inrz-ti1+�w.w-�xxnlwhaa�dw+mN � woN� ws tnrs-ul5m�+�ewwu aww-vVxN3N+Nlae ^u �ulViviwlro INSWING IHZMON IrtMn®B®eFbe6S �S7S� INSWING DIRESHOID '� truvbrg MaCercle Clmote 5013/R' �ass�m 38 MSWMGIHRE OA Buwhg Cocpmile AdJusfade m M 577° INSWINGIHRFSHONI 39 WwYg Bmle CorrpmlleAdrystadem T4�-575'� 7SP• 35 IN=R GWRESHOID trnvAgM W.I. Qonale se 36 INSWIxc iHR.2X Bmrir9 Boric H=ed,W m L�------------- t 37 HJSN7xG DiRESHOID M1�sM Bork F. RMm INSWINGIHRESHOID � w»1r�eaxcomPr.�laAcrMmwam7-In 6D' c w9ucaccEssmREsxom o I-2�•—I ' �,,,1 I 1 � WOODUMB —^jI F�218' 16 ODRN7NG DIREtH01D 75 SIh D�D101ESPACFR Cwr�Bem 4.W - o �. IOURNRNGdHRESHODI � SIDDIIESPACFR �m 76 ouHwue OUISWMG iHRRHOID � o n smFureseaeER �re j 1 IC�I I� O o B SWEEP 9 SWEEP 10 SWEEP 1 R a FL-21131.9 3 BILL OF MATERIALS BILL OF MATERIALS IIFMa DESCRIPTION MATERIAL firm• DE MPRON MMERM A 1X BUCK (SG >= 0.42) WOOD 25 #8x2-1/7 PFH WOOD SCREW STEEL B 2X BUCK (SG>=0A2) WOOD 26 #8x5/8"PFH WOOD SCREW STEEL C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1/4"X23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 29 4"X4"HINGE STEEL F #10 X 2'PFH WOOD SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP G 3/16"X3-1/4"TTW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I 1/4"X1.3/4"PFHELCO ORITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP J 1/4"X33/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 35 1 INSWING THRESHOLD ALUM/COMP L #10 X 2-1/2' PFH WOOD SCREW (1.18' MIN. EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP N 3/16'X23/4"TTW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE ) WOOD 38 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 40 DOOR PANEL (BOOK) -"PROFILES" SERIES 8 SWEEP VINYL 41 DOOR PANEL (HYBRID) -"PROFILES" SERIES - 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 42 DOORPANEL(Ul) --PROFILES" SERIES - 10 SWEEP USEw/ PUBLIC ACCESS THRESHOLD) VINYL 50 SIDELRE(FULL LITE) - 11 #8-10X 1-1/2'PLASCREW STEEL 60 DOOR PANEL (BOOK)-'TRADRIONS'SERIES 12 #6-18X 1.3/4"PFH SCREW STEEL 61 DOOR PANEL (HYBRID) -"TRADITIONS" SERIES 15 PUBLIC ACCESS THRESHOLD ALUM 62 DOOR PANEL(Ul) - 'TRADITIONS"SERIES 16 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER (INSWING) PVC 17 OUTSWING THRESHOLD ALUM/COMP 76 SIDELTTE SPACER (OUTSWING) PVC 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELTTE SPACER(INSWING) - MODERATE CLIMATE SILL PVC 22 #8x3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4" PFH WOOD SCREW STEEL 24 #10x 1"PFH WOOD SCREW STEEL CONCRETE ANCHOR N0713 1. Concrete anch0rloca0om at the comers may be adjusted to maintain the min edge distance to modcrjoints. 2 Concrete onchorlocatioranoted as MAX. ON CENIER"musf be adiated to maintain the min. edge defance to morfarjoints, addffonal con=fe anchors maybe feWked to enswe the MAX. ON CENTER" dlmemion on, not exceeded 3. Concrefeonchortobte: ANCHOR' ANCHOR ': MIN. MtN. CLEARANCEi: MIN, CLEAMANCE. TYPE 517,E EMBEDMENT TO MASONRY 70AD1ACEM ,? EDGE NW a TAPCON 14 / 1-1pr T 4' El C ULTRA0 1/4" 1.1/O P 4' AS SHOWN 1-1/Y 7APCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8° edge distance, 1-end distance, d, l"o.c. spacing of wood screws to prevent fhe spitting of wood. EQm9 Nd En FL-21131.9