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Home My WebLink AboutProduct Approval -� Florida Building Code Online Page 1 of 3 r Aac)o IRINEM+^^ss 9 f✓s9 0— 1'ifaw: Kill BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff ': SCIS Site Map ' Links , Search Iart r ; Product Approval USER:Public User d Product Aooroval Menu>Product or Aoolication Search>Application List>Application Dotall ' FL K FL239-1124 ,.., Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 4/6/2017 i MIAM hDADE � MTAMI DADS 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.mianiidade.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 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"SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11,with revision C dated 04/22/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. FISSILE INIPACT RATING: None 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. TERNEINATION 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 afthe job site at the request of the Building Official. This NOA revises and renews'NOA4 15-0528.22 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. i' r NOA No. 16-0505.02 Mtarrt Daoe COUNTYf Expiration Date: September 01,2021 Approval Date: June 16,2016 t0 ( fes Page 1 i i s i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8, dated 05/11/11,with revision C dated 04/22/16,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 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter, of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and seali ed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc.for their Series "SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring on 09/01/16. Manuel ez,P.E. Product ContrExa iner NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 r i • GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BU.TDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE SONE(HVHS). -► 63.113-TIP.TO-TIP WIDTH 52 11E BUCK YAOTH 2)SMITTERS ME REOUS ED WREN USED IN VAN0 GORNE DEBRIS REGIONS. 52-VW BUCK VY10T11 NO ANCHORS 49-ur 4r llT 31 FOR U&SONRY APPLICATIONS W MAWDADE COUNTY.USE ONLY M.IA'f1DADE COUNTY APPROVED MASONRY REOUO7ED IN - - WS'BLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CNA CONCRETE VISIBLE LIGHT rl 9'M!AI[. MASONRY UNITS AND CONCRETE VATH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5 6 6.SHEET 4 6I FIANCE i —8 4) ]'MAIL r-- D FRAME HEAD 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S.SHEET 4.ALL WIDOD BUCKSLESS THAN A_ -1 C I•VI'THIBK ARE 70 BE CONSIDERED IA INSTALLATIONS,IX WOOD BUCKS ARE OPNOHALIFNOT IS INSTALLED - I II OWECTLYTO SUBSTRATE.WOOD BUCKS OEPICTEO AS 2X ARE 1-1Q'THICK OR GREATER IXATDZXBUCKS _�_-_ J �T"( VISIBLE 4 / (WHEN USED)SNAIL 6'e DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BULK DESIGN ,•CENTER OF - ! / l _ _ V1518LE l __._.__ !1! I'M S VC AS111NSTALLATKI4 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. IAEE7 No 31' LIGHT I VISIBLE RAh O.C. UGNT S)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLDESEYONOWALL DRESSING OR STUCCO.USE ANCHORS OF -�' I I TIP 1, SUFFICIENT LENGTH AS SPELRTEOIXATA9LE 50,SMEET465.NARROW JOJR SEALANT IS USED ON RLI. 1i I �,HEIOHf FOUR CORNERS OF THE FRAME.INSTALLATIONS ILI ANCHORS SHOULD BE SEALED.OVERALL SEAUNOTLASHWO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE T 1 0qLp"' A BUCK i K C OF THESE INSTRUCTIONS. I § HEIGHT ^. 77' B'IAA%.FROM L_.�� L_) J BUCK 8)SHn'S ME REOu1RED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF i HEIGHT SUBSTRATE.USE SHORED CA-ABLE OF TRANSFERROXI APPLIED LOADS,WOOD BUCKS.BY OTHERS.L9 ST BE MEET WO _:)- 6UFFIGIENTLY ANCHORED 10 HLB151 LOADS 11+POSED CIA THEM BY THE WINDOW. RNL ,I I 2T I II DESIGN PRESSURES: " MAX O.C. r ANEGATM DESIGN LOADS BASED DN STRUCTURAL TEST PilESSURF.FRAVE NIA{.YBS MO CLASS PER ASTM E1300. B.POSITIVE DESI.ASSPE BASED ASTMEON WATER TEST PRESSURE.STRUCTURAL TENT PRESSURE,FRAME MAXL-+B M4 ANANGE FRAME ANO G.A54 PER ASTNEINJO. %. 04 FLANGE FRALIE 371 3'MIAK 8'LA)LOC e)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME VANOLOADS CORRESPON0040 TO THE REQUIRED DESIGN PRESSURE.THE 33113%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF TVP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1E LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. NIT /TESTED UNIT ANCHORS THAT COVE WO CONTACT MrH OTHER DISSIMILAR MATERIALS SHALL METESTED U ETTHE REOWRCMENTS ) L------) OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE - 9)REFERENCES:TEST REPORTS FFL-64 T9:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10)THE 200 SERIES SINGLC HUNG WINDOW WAS FORMERLY KNOWN AS THE 40M SEPoES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SER'ES(FW FRANE} DESIGN PRESSLitE RATING I IMPACT RATING VARIES. NOT RATED F09 GENERAL NOTES—..—1 SEE SHEETS 263 I IVPACT RESSTNICE DESIGN PRESSURES——N,FRES__...._75 3 INSTALLATION.FLANGE.+._._4 STANDARDS S' ANCHOR ION,(7ED-..---5 SHAPEI SHAPES BLOC ANMOBTND SASH CONFlOESIGN PRESSUSAS RES FOR LOINOR THAT LAR.SIZE MAY BEUSED HETABE=11 BWOTHE •ASIMLCRIDABUILDINO CODE(FBC),STN EDITION ANCHOR DUANTITIE6...-__..-0 (SHAPE INABLOCK A\O OSTAWWODE510NPR[BSURESfOR THAT BLOCK SQE FRNa THETASLESON 6HEE7S263. .AHS E130009 GLAZING DET •ANSVMAPA NGS-2012 FOR WECID CONSTRUCTION CORN'IF AU:AHS DESIGN MANUAL ADM•2010 EXTRUSON PROFILES--_.--B I--YAOTM-•-j I+WIDTH--4 •AISLS1O0-0TJS2-20IQ PMTS LIST-._.._......-r._-.0 �VlwIVISOrcblJa / I I ! � III B om IG-6503.0 FM4.7 DY: Rwbe PPa Daa Q) HEIGHT / ti, .'::� ADDEBIG DSPACERS. !HEIGHT - (:�`?'� JR 04/22116 RREC7EDSASRIICKRRS nr / � GENERAL.NOTES&ELEVATION J ROSOWSKI eq:ulnN wivuanloa4 Marini Fx9rCHHM ••olaloVf9u4L Un .,,'1 C+�•�'�. i:: 10"0 TECHNOLOGY DRIVE nRA• oo:r H.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ., .•;�r�•, P.O.BOX 1529 �11 HOKGUML FL 34274 SrNN/IbdrY SaoY: 3Ar A.LYNN HIlERP6. CERT.OF NRH./22290 SH-200 NTS 1OF8 MDSH2O0-01 AC vEA A105 7 I t I I 4 f4 f 1 4 r, } t ( 4 I TABLE le TA9LE Y. MaAfmuln Dealgn Pressure(Ib91R2)for Glass Typo A.FIn 6 Flange Frame Monolithic Glass Typos PRow,cruEl„eD Mildew Sash Hew _ A I 116'Anneded =•r.w4rw•m,LY rluda Hei➢M1 (Fee Fiptae A,Ilda ahoeq - A14aiml,m WIMdw Wdlh1 B td6 Tompmod n I pu..v H.46•CFn'S•02 10118' 28.172' 33' 37' 41' 45' 49' 6}1/8' 0�r,m.Tal C 3116 Taep d Za 116)16(EpelUte) +55.0 •00.0 •55.01 50.0 •55.0 50.0 JNN� •90.0 +55.0 -00.0 $*102 •55.0 50.0 •55.01•90.0 D 3116 Tamportd order 18-'wiel +55,0 .90.0 •55.0 -90.0 +55.0 -732 55.6 +55.0 57.3 •G.B 41.8 ♦39.9 .19.9 E 1/4'Anneded 37' 16-911G-(Epwl Ule) •55.0 •90.0 .55.0 -00.0 +55.0 54.2 .0 •74.5 •55.0 58.5 .55.0 57.7 •55.0 55.0 F 114'Tempomd mems-9,16' •55.0 -00.0 •55.0 50.0 -.55.0 •76.2 -55.01-55.6. +55.0 57.3 *44.6 -44.5 +38,0 -30.8 UMrr 15.778' +55.0 -Me .55.0 57.1 +55.0 •73.4 -55.0 536 •55.0 588 .44.8 44.B -40.0 •40.0 �5. 16.7)6'lhru 1s31161 -55.0,-80.0 +55.0 -80.0 +550 -78.7 •55.0 -MO -550 55.5 •45,9 45.9 -41.3 41.3 TABLE 3: 19.114•(Equal Lital +55.0 -90.0 -55.0 -Bo.O .55,0 827 •55e .72.6 -55.0 83.5 .66.0 57.9 •54.2 Sa.a +51.s 51.5 Insulated Glass Types 0 a o 0 oler 101/4' .55.0 -90.0 .%.0 87,1 •55.0 .73.4 -55.0 M. -550 58.6 -50.0 50.0 -44.6 44.8 •40.0 40.0 G 1l6 AmroNnd,1/4'AOspce,U6 Annez1od �'O Z o under 18-6716• +55.0 •81.5 -55.0 -T2.3 -55.0 -01.3 455,0 55.3 •50.5 .50.5 -45.8 45.8 •42.0 42.0 +38.T 78.7 H MrAnMalcd,3118'ABspam.1/B'Mnsaled �. O 45' 109116'ltw 22-VC 1 +56.0 J'0.0 -55.01 87.9 -55.0 -74.0 •55.01 81.3 •55.0 50.8 •50.1 50,1 •d4.6 44.5 .40.01 40.0 1 115'Tempomd,1N'Aimpace,1B'Tempered Q 22.9116(Equal Lila) +65,0 50.0 +55.0 -00.0 4550 -78.8 .55.0 88.1 .55.0 58.5 .51.1 51.1 •46.0 48.0 +41,4 41.4 J 3116-Tempered,WIG-Airspace,115"TempGletl 7y�y me 225It6 .55.0 81.5 •55.0 -T23 •55.0 •01.3 •55.0 55.3 -50,5 50.5 145.0 45.5 -420 420 .38.7 36.7 'aC'+Y m vdor201/8' -6SO -71.8 •55.0 528 +55.01 55.4 -50.3 50.3 •45.0 45.9 .41.7 41.7 +36.9 38.9 -38.2 36.2 4� � LL 20-118'Uvu 24-112'1 •55.0 50.0 .55.0 82.5 .55.01 5s.5 -55.0 81.8 -55.0 554 +49.3 40.3 +44.6 44.6 +40.0 40.0 z O 40' FIGURE A SASH y ?T N 24.8116(Equal Leo) -55.0 50.0 -55.0 50.0 +55.0 •78.4 -55.0 50.5 +55.0 57.5 -50.4 50.4 •45.0 4S.D .40.1 40.1 eROSSSECnON Q cA:f24-911(r •55.0 •71.8 +55.0 82.8 .55.0 55A •50.3 50.3 +45,9 45.9 W.T 41.7 -38.9 •38.9 +382 782 (YATH wohourH:C W 0 1GLASSoder 20.13116 •55.0 -07.8 •55.0 59.9 -53.3 53,3 -48.5 •48.5 -44.1 44.1 •40.2 40.2 •37.6 37.6 -34.0 30.8 ) M Z 1N' MINI,thn,2551161 •55.0 89.5 •55.0 50.3 .55.0 57.7 •55.0 •60.8 ..54.2 50.2 +49,0 48.0 -44.2 44.2 .4001 40.0 m L7) ; Z 50318' 25316(Eqa L6e) .55.01-00.0 •55A -EGO •55.01-75.4 .55.0 85.7 •55,01 57A •303 So.3 .44.9 44.9 +39.8 39.9 a1er 25318' -56,0 -07.8 -55.0 59.8 .57.] 53.] +48.3 48.5 +44.1 44.1 -402 40.2 +37.5 37.8 -34.0 34.8 a = p Uder24.15116 +55.0 S0.0 +43.5 43.8 .41.9 41.9 -38.1 39.1 r3B.0 39.0 .328'32.0 430.0 30.0 +27.0 -27.6 {f !( g Z W Cry 3415/161iau 30117 4 -'58.01•75.0 -55,0 880 +55.0 57.4 •51.9 51.9 -47.4 47.4 •0.121 432 .39.9 396 +3I,] 77.3 qq I JSASH Y) = 81' 30.0116(Equal Ute) +55,0 •87.8 .55.0 .75.8 .65.0 50.6 •55.0 59,7 +53.5 535 -487 48.7 •419 43.9 -39.9 78.8 VISIBLEUGHT .9 HEIGHT W Z HEIGHr o 30.9116 +55.0 57.8 +55.0 58.9 •53.3 53.3 +48.5 48.5 -44.1 44.1 -40.2 40.2 .37.8 37.8 +74.5 34.8 �In order 25.31' -54,7 •64.7 -41.2 -41.2 +40.3M +]7,5 J7,5 +31.8 74.G +31.3 •3L] +28.9 -266 x28.5 -28.5 SASH HEIGHT-3.tv1' ar 25,V4'Ihu 31.1/71 +55.0 •720 +55.0 53.2 •55.0 •60.6 50.6 +481 46.1 .41.0 41.9 -39.0 39.0 +383 38.3 a .. 315116(Eque1 Lee) -55.0 83.9 •55.0 -71.7 -55.0 +55.0 •58.2 4524 52.4 -47.9 47.0 -43.3 43.3 •39.7 78.7' ; 0-31.5116 +55.0 $7.5 +55.01 59.9 .53.31 53.3 +45.5 48.5 .44.11 44.1 .40.2 40.2 +37.6 37.8 +34.81 30.8 M(Eqal 314' •53.] 83.3 •39.7 39.7 +39.1 39.1 •36.7 78.7 +37A 33.1 +30.3 30,3 .28.0 -28.0 +25.8 -25.8 73' 4.1?1 •55.0 810 .520 52.0 .48.2 482 *N.0 44.0 +40.1 4D.1 +37.0 37.0 -34.1 34.1 +31.4 31.4 gg n t W LRU) +55.0 58.3 -55.0 38.3 •621 52,1 -51.6 51,5 +47.01 47.0 -427 42.7 +39.81 39.6 +37.0 37.0 ga-' !16 .+55,0 87.8 -55.0 58.3 •52.1 52.1 •45.5 46.5 +44.1 -14,1 *402 402 +37.0 37.8 _134 8 34.8 '4' .53.3 53.3 •]9.7 39.7 •39.1 39.1 +36.7 38.7 +33A 33.4 •30.3 30.3 +28.0 -28.0 +25.6 •25.8 �.•,,.1 is yr 76' 39'4 -We 58.3 -48.0 48.0 +45.2 45.2 -41.2 41.2 .37.9 •37.0 .34.9 34.8 +31.7 71.7 .TD.S -20.5 1 L �'•L��f'• al Lite) +55,0 52.5 •50.6 •50.8 148.3 48.3 +452 453 +44.2 442 +40.3 40.3 +37.7 37.7 .34.9 34.9 flOhS - - r7lµblipd'urunFaaF fW lBngo wWova;lhomi.Far Snwrdovs ardzM dmenFimF,ertlnct l'. 1)USE THt9 TABLE FOR ALL WWDOWSTHAT ARE GLAZED WITH 12' 1 OceNI eeeh he�hl.For Clow tl.y99M helphl,eUbIRC11&16. ANNEALED GLASS SSE A). / 1 Ske mrga ImWdas tre st Wand Pl Vlew(M.er-2 cm%w tion)br the ohen%Vvui%N Hey,M. 2)FOR 82ES NOT SHOWN,ROUND Lm TO THE NEI(T AVA4A9LE W9R1 For D-n ansh Waft.FUblmet 2.1WIW 6Om Ina buck diTiorMien. I OR HEIGHT DM*NSION SHOWN ON THE TABLE. vr.:00N HEIGHT-SASH HEIGHT CAN HOT EXCEED 53. , A.LYKK eALEII PE P.Er ppra5 I ( i I 1 I i S P 1 }7I 7 f 1 S I 1 1 TABLE 1: TABLE 2: 2 Monolithic Glass Types M WLT AM SED Maa4eum Design pressure(1bsAt)for Glass Type B-J,Fin 8 Ringo Fromo ,�a1Fax�lmdmFset,S Window SashHdOhl 'A 115Anmaled Sin 16• .O2 Hddit' (see Flp1m A.this shed) Maximum Wuldaw Width' B 115 Tampered 10.718' 28-10 33' 7T 41' 45' 49' 53-1!8' T�m�� C 3115'Annaafed Pr 1 Zr 114110'(Equal Ute) +55.0 40.0 +55.0 40.0 +55.0 .90.0 •55.0 -00.0 •55.0 •00.0 +55.0 -00.0 •55.0 10.0 +55.0 40.0 D 3118'Tempered :2rY-.,tit.r,r sAf under 18-0110' +35.0 40.0 +55.0 -80.0 +55.0 40.0 +55.0 •80.0 +55.0 40.0 +55.0 •87.3 •55.0 78.0 •550 -72.9 E if4'Annealed 3T' 188118'(Equal Ute) +55,0 •90.0 1-55.0 40.0 .55.0 400 •55.0 -00.0.- •55.0 40.0 +55.0 •80.0 •55.0 81.1 +55.0 •73.4 F 114'Tempered ever 188118' +55.0 400 +55,0 40,0 +55.0 40.0 +55.0 40.0 +55.0 40.0 +55.0 •84,3 +55.0 78.0 +55.0 •72.9 O under 15.71T -55,0 -80.0 +55.0 40.0 •55.0 400 +55.0 •00.0 +55.0 48.5 +55.0 -81.8 +55.0 •75.0 +55.0 58.5 15.7I8'thtu 19-witr +55.0 400 •55.0 -000 +55.0 M.0 -55.0 -80.0 •65.0 40.0 •55.0 •87.9 +55.0 78.6 +550 •71.2 TAME 3: 38018' Insulatild Glass Types O c 19.114'(Equal Ute) +55.0 40.0 +55.0 X90.0 .55.0 40.0 -55.0 40,0 +550 •00.0 -55.0 87.8 +55.0 -78.8 +55.0 -71,2 v) O d GAIT 19.114' +55.0 400 .55.0 40.0 -55.0 .93.0 i+55.0 400 +55.0 48.5 +55.0 11,8 -65.0 -75.0 -S54 48.5 D 1/e-Annealed,114'Allspwa,118'Arnealod �O Z N Under 194116', +55.0 •0.0 .55.0 40.0 +55.0 40.0 +55.0 10.5 +55.0 40.2 +55.0 -73,2 +550 48.3 +550 •69.7 H 3116'AmwadLtd,3118'Airspace,115 Annealed 1� t941151hM 22-111r 1 +55.0 40.0 +55.0 40.0 +55.0 40.0 +55.0 40.0 +55.0 •89.1 +55.0 -T8,5 +550 -70.0 +55.0 •M.0 I 115 Temporal,114'Alrspwa,170'Tempered Q 45' J O 22-0118'(Egad Ute) +55.0 40.0 +55.0 40.0 .55.0 40.0 .55.0 40.0 +55.0 49.3 •55.0 •70.5 +55.0 -70.0 -550 47.0 J 3110'Tempered.3118'Airspace,118'Tempered �i yH� Duerr 224110' -55.0 40.0 +55.0 40.0 .55.0 40.0 -57.0 -08.5 •55,0 40.2 -55.0 •73.2 -55.0 85.3 •55.0 50.7 do13 F aD under24115 .55.0 40.0 •55.0 40.0 +55.0 46.0 +55,0 41.8 •55.0 -75.7 •55.0 •80.2 +55.01 42.8 -55.0 -67J 888 Z LL O 20.V5 Un 24.1!1° .55.0 400 +55.0 40.0 +55.0 400 +55.0 40.0 .SS.O •01.8 +55.0t-74,2 -55.0 .65.91+550 49' FIGURE A:SASH 244110'(Equal Ule) .55.0 40.0 •55.0 40.0 +55.0 40.0 +55.0 40.0 -55.0 41.8 •55.0 -550 85.8 +55.0 59.1 CROSS SECTIONmer 24-WIV +55.0 40.0 +55.0 -00.0 +55.0 4&0 .55.0 -81.8 +55.0 -75.7 -S5.0 .550 -028 +55.0 57.7 (WTH IG.GLASS) WZ cn under 20.13110' .55.0 40.0 .55.0 40.0 -55.0 •83.5 •55.0 -78.1 -5S.0 -74.0 '+55.0 -550 41.9 +55.0 55.8 O l Z 27.13115 mru 255115 s +55.0 400 +550 400 .550 400 .55.0 40.0 +55.0 43.2 •55.0 +550 51.5 -550 -17.825-W(Ep+d Ute) +55.0 .00.0 -55,0 40.0 -55.0 40.0 -55.0 40.0 +55.0 -83.2 +55.0 -55.0 51.5 +55,0 57.84� � Z over 25•af8' .5.1.0 40.0 -55,0 40.0 -55.0 415 -550 •78.1 -55.0 •74.0 -55,0 .550 81.9 -55.0 50.8 uMer 24.15715 .65.0 47,9 +55.0 -75.0 •55.0 45.7 -55.0 42.3 -55.0 10.0 -55.0 , .532 53.2 .49.5 49.8 t Z (y1 N 34-1SI15 mru 7811T t +55.0 47.8 -55.0 -718 .55.0 -74.1 .55.0 -74.1 +55.0 •74.1 +55.0 M. +550 57.5 -51.1 51.1 t 6 O J _ 81' 500116'(Equal Ute) •55.0 47.8 .55.0 -75.8 +55.0 •74.1 •55.0 •74.1 •55.0 •74.1 +55.0 85,5 •550 57.5 +51.1 51.1 MTSLE LID ) SASH N O to NEIGHS "r I,N HEIGHT C3 oxer 304!15 +55.0 47,9 +56.0 -75.8 •55.0 -74.1 153.0 •14.1 •55.0 -74.0 .55.0 87.5 455.0 57.5 +51,1 51,1 ((, QQ y mdu2SJ74' '.SS.O .819 +55.0 -71,7 .55.0 420 -5S.0 -%.a -55.0 S.6 -54.5 51.5 -51.3 51.3 +483 48.3 SASN HEICM•a-0!le• tg� or 253l4'thru 31.1/r a +55.0 119 +56.0 -71.7 .55.0 -09.4 .55.0 48.4 •55.0 -00A +55.0 -0d,5 -5101 58.5 -502 50.2 714715(Egad U4) +55.0 418 -55.0 -71.7 +55.01 59.4 •55.0 48,4 +55.0 48.4 +55.0 44.5 .550 58.5 -502 50.2 mer 314/18' +55.0 418 +58.0 -71,7 •55.0 194 •55.0 -09.4 .55.0 -09,4 •55.0 41.5 -550 .58.5 •502 50.2 order 28.1'4' -55.0 48.3 •55.0 58.3 +52.1 521 •51.6 51.5 •51.5 51.5 +51.5 51.5 .50.0 50.0 +46.4 •48.4 s 21 .�• 20316'tnry]B•1R' .SS.O -08] -55.0 58.3 .52.1 52.1 •51.5 51.5;+45.0 51.5 .51.5 47.5 +51.6 51.5 +d84 18.4 Ry $ 388115(Equal Uls) +56.0 403 •5b.0 50.3 +52.1 521 +51.5 51.5 41.5 +51.5 51.5 -51.5 51.5 .404 18.4 mer388/15 +55.0 45] -55.0 58.3'752.1 421 +51.5 51.5 51.5 +51.5 51.5 +51.5 51.5 +40.4 •46.4LF1 order 7t3,'d' .55.0 125 +5p,8 50.8 70.3 18.3 +45.2 15.2 15.0 +45.0 45.0 -450 -tS.O -45.0 15,0 rf LP"s'`itr•�'•% t 7B' 31314'th.39'a -55.0 425 +50.8 50.9 +48.3 18.3 •432 •45.2 •45.0 .d5A 45.0 .450 45.0 .460 15.0 - �S• 311118'(Equal Lile) +55.0 825 -50.9 50.8 748.3 18.3 +45.2 45.2 45.0 -45.0 45.0 +450 45.0 750 15.0 HO7E2 - '• I,n"lipdvnen%low WtanBel%ndoNs sham.For En M7ndym ar Glale dirnenslens,sublra:l l'. 1)USE THIS TA9:E FOR ALL WINDOWS THAT ARE GLAZED WITH CLASS •.� 3 1 TYPES B-J.NOT APPLICAOLE WITH 119'ANNEALE3 CLASS(TYPE AI. Gell sash helgnt.For alter daylight height,wblract 38'15. (, 'Scaranpe lncludesthe standard Pro-Vim(Sa�er-2 cw1gumBon)hwtnei;Mn WndoNHefgh. 2)FOR SIZES NOT SHOWN.ROUND UP TOTHE NEXT AVAnBL AEMOTHOR Fa meal sash vAdth.suhmO12.15110'tom the buck dirnensi n, HE4HT DIMENSION SHOWN ON THE TABLE. LYNN WNDOW HEIGHT•SASH HEIGHT CAN NOT EXCEED 57'. A Ar;1ER,PE P.E�'l1C3 t i i 1 4 n s 1 F 1 I t 1 i t 4 a 'I INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETMIU CONCRETr pAU PER ANCItOR PER MXNOR OPTIONAL ADOON 17 EA1BEDfAFM REOUIREMENT REOUREWNT TMSECIVE T INSTALLATION FLANGE®HEAD,�� J ENSEOMENTAlID SILL 5IAMBS OPTION1 _SHIM LU% 41 27 I EDGE DISTANCE CURVED HEADER _. _a BDGE SHS 12 B1�10 , I SEE TABLE S SUBSTRATE, tN9TAi1ATX},V INTOIYOOD _ -— / 37L SEE NOTEDISTANCE Il THIS SHEET EUSEOMENT -_J� L \ I •I __ ____ }} � L] -r-� TYP.ANS. I'�.. I _ JS IEMSEDMEM �1N-MAX -- W EMUEDUENT- _ EDGE SHLVi L� MAX� AND EDC£ �—=- 2i II DtSrANCE P.ANCHOR TYPE. DISTANCE PER EMBEDIAENT MD I� --� SUBSTRATE. SEE TABLE 5. t.453' EDGE DISTANCE li 1 ii PER suSSTRATE. S INSTALLATION THIS sHEEr. `�\4J\' 64 �,XT€Rpq INSTALLATION L L SEE TAB E 5.THIS EHEET. OPTION 1 INSTALLATION I IF_ OPTION 3 VISIBLE C1` STRAIGHTHEADER QPTIQN2 ILF — vLSIBte UCrrt WIDTH INSTALLATION AncH0R5 Ur KT CI \-e INSTALLATION ONTO INSTALLATION - BUCK MOTH THROUGH T%BUCKSTRIP 5(CI 81 INTO MASONRY. HEK:HT I �� WOOD xIL NO ANCHORS ANCHORS DIRECTLY TIP•TO'Tw YADTH I /-030 REOUIREOATNEADER ONTO MASONRY. HORIZONTAL SECTION A-A 29 _ ABLE S: EGRESS FORMULAS 1 _ IN•L1AX.SHOO T P128TEEl Anther VII..Edge Min. (EQUAL-LITE) all SELF-ORILLNC Group AncAor Substrate patanu Embedment YAOTH:TIP•T0.TIPYADTH.4• \ SMS(OS).6EE HEIGHT:TIP.TO-TIP N1]TMA•NL16 �\ TABLE S,THt4�` A 111.410 55 CrstWU LATPIutoO CMU,(ASTM CBO) 1+114' 1-111• 1 x.731' B L BHER DUCK P.T.SmdTem Pine(54•55) a'1D' taro' VISIBLE LIGHT FORMULAS HEIGHT € Q USE EOHER INSTALLATION\ , I etx Sled sM5 a„reb°�+'Dom-m mn'' �+c 1rB•' (EQUAL-LITE) LATS('�) Scree(G5) Steel Stud,Gr.1l K. a'6 0.0740 C Ge)• (-� 00TTOMLOCK OPTIONS •� YADTH(SASNr 1TP.T0-TIPWiDTH-5•Utc 311.15"(e1N TESTED WSTALLAnon I _r B A75 Ste41 1B' 116• YADTH(FULED):TIP•TO-TIPWVTH-4- TIP.To- i- \ UNRIM.LTON: ANCHORS P.T.South—Pere(50•.55) 1' 1-715' HEIGHT:(TID.TO•TIP ItEIGHT•7-UIe'L2 HEIGHTS5 ! r D-S'S•FROM /-�` 4 VVENTENO. DIRECTLY WIO 1/1.410 55 Crei�lea Cmcreb(mrt STIR) 7• 1• F.T.S ed CMU.(A5T11 .SS) 18'4' t-1/P j �Ir� ii ,, 7 Y --I � P.T.Saanem Pine(SOe,53 1' faf0' HEIGHT II OAOE APPROVED rAUWON, C IM'Sled Lffl= l Conere:e(rrh 29 ke0 1• 1816• ALUMINUKS1EEL FRMAN0 OR k ERWR LATOrout dCMU.(ASTU 2' GOD) 2.1t•V4- 1� `1 NOTES STEEL STUD.SEE 6UBSTRATE F •MJNMUM OF]THREADS BEYOND THE METAL SUBSTRATE '�Y PROPERTI-6.TA SLE S.TNR 6NEET. \J /f�I r<9 L 1)USEONLYSUSSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EUSEDMEMMD EDGE DISTANCE UVJTS-ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE W.NDaN. 754 JT 20 21MASO..NRYANCHORS MAY BE USED INTO WOOD AS PER TABLE S,TMS SHEET.ALL WOOD DUCKS LESS THAN I-17r THICK ARE TO BE CONSIDERED IX INSTALLATIONS. xX WOOD 2 IX WOOD BUCKS ARE OPTIONAL r UNIT IS INSTALLED DIRECTLY TO SUDSTPATC.WOOD DUCKS DEP.=D AS ZX ARE t-Ir THICK OR GREATER,1XAN02%BUCKS MODUCr REV1SLO OUCI6STRIP, I HEN USCO)SHALL OS DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIO'LNY OF THE D•mWYW 444+he Fbri" S (W EE NOTE 2, Y� I� ENGINEER OR ARCHITECT OF RECORD. OdlJ;neC dr THIS SHEET, f�—: I x A-- 3) �I 1 I, n Dae( ) YLSiBLE LIGHT NIDTH OR HEIGHT(ALSO .,, R4rq!B/t Oaa• R4rldpne (�,T.C,(,�•r-n�j'� REFERRED TOASDAADIN TODFADINR Y LYu.'1,;x�/ Anrm-I�I)ve k1EASUREDFROMfiEADINOTOBFADNQ ,��`t•C:.�,�.�..., JR 04/22118 NO CHANGE I— 114-MAX bla1.1 -CE l.T."•,.••.�,'. PI.14401if 04rc R4•ItlOta NO ANICHORSCONCRETE PER ? rl1."L•' REOJRIED IN N "Alm hT = cC. RTC SIFLA GE FRAME INSTALLATIODETAILS J ROSOWSKI ANCHOR FRAME LT• • . r7 i'.J•. 1070 TrC.OLOCY OR's TRL, ✓r•CTh�w,,•'j.}? N.VENICE.FL 11775 SINGLE HUNG WINDOW INSTALLATION 05111111 ,v J� P.O.BOX 1528 VERTICAL SECTION B-8 "1YI;iq:, "• noKGus.n 34274 s«.4>R4Aw sw.; sA.c o-D,p xa R,. A LrtPIN V,LLCR'PE carr.Dr AURID,029290 'SH-200 NTS 4 OF 8 MD-;H200-01 C Ei tlTLS 1 1 1 I I i I ( 3 I i yi INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE - DISTANCE TYP.ANCHOR TYPE.VABEOWNT AND OISTEAACE �•� t/�MAXN•AUU(SN:N EDGE EDGE DISTANCE PER SUBSTRATE.SEE I r' TTP.ANCHOR TWE, _ TADLE6.TH*SKEET I EMBEDMENT N\D EDGE //1(' l 2%WOW.SEE ZX MOD• DISTANCEPEa 6UDSTRATE.� VI� NOTE2,THIS 7X WOOD.SEE NOTE 2.THIS SHEET SEE MOTE2 SEETABLE a.THIS SHEET. SHEET INSTALLATION I I EueEDMENr OPTION5 JEtABEDL+EM �_ THssEET HORIZONTAL SECTIONC-C e I CURVED HEADER ' NSTALLATION EJB DISTANCE --� DISTAAxE I ,TMIs sMFTE.Ei I I 2D aT 22 ANC NOR(sCREW) �� 1 THROUGHTHE FN EDGE -�- 1--- EDGE _-_�-•`�� fill, t2BT10DISTA:CEDISTANCEEN6E0�(�gh 5 .� �I..:... 0 l TYP.ANCHORND - 70 �...-- EYKANC ORTY /IIIA'' 1,693• -- EDGE DISTANCE �-(a}� ^'P.ANCHOR LOGE / ---_- --- INSTALLATION PER TABLESURSTRAMHI VV..IIJ DISTANCE SUBSTRATE' OPTION S 1 >8 SEETABLEB.HIS p INSTALLATION �' SHEET. SEE TABEfl,THSSHEET. Bd NAL)INSTALLATIONHROUGMiCHOR •-� INSTALLATION OPTIONS 3755 _ (NAnI TNRou6H THEFW WsIeLE -� _ OPTIONS INSTALunoN 43} aoa E" ANCHOR(SCREYJ) I\_ "SIDLE LIGHT WIDTH �y STPA'GKT HEADER — 7 rygGHT ' 61 70� TNROUCII THE FIN tl� WSTl THROUGH TIE F BUCKWIDTH EGRESS FORMULAS ISCREaYJ 7NR000H THE FIN (EQUAL-LITEI 1 1�- 4 �.� DUCXYWDTH•7'4 -� MULLION SECTION WIDTH; HE IT:BUCKEICNTf2.61Yt8• 1 DADE APPROVED Nt1LLION.NAY BE �- I EXTEH Og I1I �Z �� INSTALLATION VERTICAL OR HORIZONTAL MAX IFIT; VISIBLE LIGHT FORMULAS V4'BH:M.SEE SUBSTATE EQUAL-LITE) OPTION PROPERTIES.TABLE 6,THIS SHEET. { — USE(6 291 DICK IATCHp2910R ICHOR(STREW) VADTH(FIX BUCK WIDTH--U18' HEIGHT I BOTTOU LOCK "OUCH THEYO IA' SHY N.'DTH—Dt EU01(WiDTH•T (F11)TE6TE0 TNRDDGH TNEiV! EXTERtgy HEIGHT:BUHEIGHT-6U18'1/7 37 IUhl LOCA WITH.'Ao .L II VENTEND. Big STEEL Ll REIAO6,&r FROM VED ' f SELF.DR0.UNO I TABLE& VISIBLE ' T SAt9(GS) I-p�HT I MID.Tdp4 Min. IGHTEO + I 7C 5 111 C-`-'I MceoT 6Vh4trXm DI=... EmDOOmant Is. J 2-v2•a.117•BtRoa 91mN1 P.T.SDVInem PVf9(SG•.55) U2• 2.7116• R 31 % 11 I�''"�' 2-112'X.171•COnOn EI P.T.S*AKCT PIM(SG•.65) DHS• 2.711E 2-112-X.145-RooTnp WJ P.T.SM�m1 PIM(SG•.551 6'16' 2.711E 47 C \` IGTI P.T.SOUBPWi(SG•.55) 314' I-aw 111��lll ALUMINUM'STEEL FRM�G Oct STEEL A4 ern a 46083-TS mh 308' wr 20 STUD.SEE SUBSTRATE PROPERTIES. 010 St"SMS S"Bw(G5) O ± Y Stool Std.Gr.73 mn sre• D.O'i6 TABLE gTHIS SHEET. YRnOUCT a6ws6D L NOTES A38 Stec Ye' 1fE cnA TV K0 H¢da {"f fI USE ONLY SUBSTRATE •MININUN°F7TNREADS BEYOh'O n1E METAL 3U05TRATE. Cu:6:v.FC�r�•��5 r 1W NA%SKCA APVPWRATE ANCHORSLISTED '.f:Ill:r Austnae ON TADIEDOF THIS$+1EET. R.Iw-- 0tvnbnOw a �D21 -rJI.J _ FOLLOW 04!22118 NO CHANGE )may TYP,ANCHOR EWE -� EMBE09fEM AHO EOCE JR EMEEON'ENi AND EDGE - INSTALCE LATION T6.ANY - FmM BT IMc RaNryr,. DISTANCE PER SU297RATE,� r•��—�lDISTMICE WSTAILATION OPTION SHOWN S SEE TABLE 6 THIS SrtEET. , �l�•�_�i EDGE 1N71ABYBE Y�SED ON ANY SIDE Of fa•(A- 21 - DISTANCE - - O Mwb!nr, Gs••+el: INSTALLATION --. 212XWDODFRAWNGORBL'UL c•;i'. 5��,6 :`Lr- FIN FRAME INSTALLATION DETAILS JROSOWSKI OPTIONS --EMBEDMENT -ti 1•VCnWKORGREATER. 5"T`• •�C'-` 1070 TECHNOLOGY DRIVE TNS, Oa.: W$iuLATiON ANCHOR ZX MOD. NOTE 7.T"SHEET 3)W618LE UGHT YAOTH OR NE+OHT ^C N.VTMCE,R 34275 SINGLE HUNG WINDOW INSTALLATION 05111111 (NN L)THROUGH THE FN (ALSOREFERREO TO AS DAYLIGHT '+ 'S�;",:'., P,O.BOX 152D k7KOW3,R 342]4 SaK•A/Ymal oa'c SMet Na Rm OPENING) MEASURED MONO '. - Il J.IILER.P E. IS VERTICAL SECTION D•D eFaDwDTOBEADwA.lWic. P.EAT4rA CERT, RSH•200 NTS 5 OF 8 MD-SH2O0-01 C DF UTH.029299 i �S 1, u t :I -y' w z 9a ? gr7R$ p2 �P.�i �'•c �°8 �ge fte"g dp�,ng< 'j! j +� O 4Tyii '�i w AEae VR $< > A Bab.YR 6a r /levee YR (j. Al i Bwsltll a u 'Artve YR w BYSYR Mwe YR u u v B.se1R u v AEoee YR v Bo1ow LLR �¢A w Beio+YR 7 LLg a Br-UR Be4r VR � F 1-1-1—YR 8 g 1 Bis Ya SuOeYrYR b u u u u u u u u v u v u u u u u u u v u u v u Apwe Ya _L u FEoie YA d Oyu Fg� � oea.YR twe YR hbe LLN v —_ — — — AEwe Ya B la.YR Avvan m' v —MR � 2 v ADna YR u Bis YR ........ JR 04/22/16 s ROSOWSKI Y� ..- a..se wee Reaies o.... S as/1 v11 ba n ANCHOR SPACING � o WA 1070 TEaDMUM BREL RYA l2 a 342A SINGLE HUNG WINDOW INSTALLATION PQ B0R 1529 Q WHM-1;rt N274 stic s+wt aea+,a B. lwr. NN "' ' cmr.ar wnl}mme SH-200 NTS 6 OF 6 MD-SH2O0-01 C T 6 ANGLEDICURVED ANGLED/CURVED vKGO ICTREV1sED FRAME I FRAME � Lw a4a Ftriy amJN4 aw ASSEMBLY 90°CORNER ASSEMBLY nYwsn N.Ifn- !•ryrt"ioa Dw 90'CORNER FRAME �1 ASSEMBLY l L5Vr1Uw,hMA, FRAME (alp V ASSEMBLY ��` ' 21 21 tn 1•nEEP �/ \ Ir / t•xiEP I ; ' \ OJ 0 d Ficn CIo 1 ` I F a,Ero a ,�Y,� J Z N EFFb jE (/ Nqy (�� g IMM FRAC , 60 S, I .ElDS. MlTFRED FRAME & N O7 cosms mWELDSAE RANDEFPAME 0 SCREW BDS+Es i ICI WELDSAT A.F S.L O CCREW BOSSCS FMME 6PALM 0 (� ? ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL W n ,R'NOU. ,R'NOIJ. J Q En GLASS STACK r OL/45 STACK } u 1R'AJRSPACE 2/,6'ALRSPACE LO 7 J$I frtJ'ANNEKED OR `_ 3J16'ANTIF.AlEp 1N•ANNEALEDOR �J ,/B'ANNE/LEOOR SR VANIEALE... J W TEMPEREp C1A55 �I 7TiMFERE0 GLA69 _ 1 TEIJ.ERED GLASS — I �'— TEM3EREDGLA55 �1�'�I�ALED OR TEMPERED GUlw9 r,11a'ANNEALED OR a C7 r{` TEMPERED `S TEMPERED GLASS I J �1I r 91 SII 02 ♦ II (;� �� III y O y = o 40 a1 y8•NGLL 19'NOM. 16'NOM. 1'8'NOM. I , a Z J = GLASS eRE GLASS BrtE �J GUSs 617E !i�� GLASS apE bl �� ctASS ' � 78 � i �•-�� I '� � 7Z 3s � 3235 1/B^GLAZING DETAIL 3/18'GLAZING DETAIL 1/4'GLAZING DETAIL 112`I.G.GLAZING DETAIL 1/2'I.G.GLAZING DETAIL GLASS TYPES ABG GLASS TYPES C 60 GLABSTYPESEAF CLASS TYPES G 81 GLASS TYPES N AJ fj oa,$ tg ALUMINUM Qi Y G SIUCONE NOT-MELT BUM4REINIOR.ENT pOLy,o, DES,.,,T,,LL AREA u I STRUCTURAL . BUTYLENE Sl,6'NOMTRUCTURAL I 1!4'KONI. S FOAM �Y18'NOtINOM.7 aEALIPOLYISOBUMEN 1 BUT / SftJCONE 6FALWRN 4 ROLL•FORMWITH DES]... pESICCANT , DESICSTAINLESS STEXT.GLASS EXT.GLASS I OR.GLA5EXT.G'`-INi.QLASSINT.GLASSNT.GLASS UTi.GlAS$ •'•FLOFI]�.•'�� Q KODISPACE 4SG TPS 0 SUPERS CEFONXT'M ODURASEALO SPACER O j XL EDGE SPACERs'LVLva►a pE Uml i t t F. 1 r S 4 4 J S a } �y !E p a , Item DPOT17 PGTPart6 Description _ 1 2703E 62703EWY Flange7-- .Frame Heatl - __-I �- —_ 2 27518 62751BW Flange Frame SUIf-�--2e0a 3 2781 62781W Flange Fmme7amb r 4 1 2713 627138 W Integral Fin Frame Head .sem 2AW !27e• t us• 2000 ! .05P 5- 2714E 62714EW Integral Fin Frame Sal y �'f 6 2762 627112W Integral Fin Frame Jamb �a .050--, 1 S00' IL- i 7 2706 62706DW Sash Bottom Rall _ L ! .cs0• �� r "G"'`- asr B 2707 62707CW Sash Top Rag 9gr- 9 2739 62739VI Fixed Meeting Rao _ - 060• .bar ow 10 2709 02709CW Sash Side Rall C� TGALUM.N.JLEI� �—za5c•----- .05V 11 27408 742740AVI Sash Bottom Lack O FLANGE FRAME 6RL FLANGE FRAXIZS 40 INWORAL FIN FRALE hEAO 12 2765 62785W Sash Stop 2 6CUITa ALUMNNUM 0 6b6}lg uUwrvM W4 6063-76 ALUMINuu 13 1 134 66815 Addon Flange 20 1226 6122aDW Vinyl Bulb,Flax PVC 70 21 1662C MUM Hou&SUI Gasket,Polyefhelyne - __ f'•.aTc 22 1270. 7PAD118 10pen Ceti Foam Pad . X8=8• 7nr T Z3 2772 72772SHK. Fuad Meeting Rall Plug owGasket,Rigid PVC o1.125-.� j .0501 J I � t.,Br 225 2764 72764W Sas4 4080 840660 Watp„187 X.230 Fln Seal _� ._lL-JIS taor t.6se• T Sash Side Rall Gasket,Pdfyethelyne 2 ora• ( � �, t 26 -1076 MIUM Balance Takeout Cep .976 '050-'•I� 1 t.za• •050' 27 Vanes per Slee Balance 1,135' I 816 , 7 � I t7 ADOONGE 28 2711 4260OW Sash Cam,Nylon 1 ! --i L f E067•Tg ALUM:nvl, 29 1098 71096W Sweep Latch,Zinc _�^ •-.cso• _..( .06r I 30 1018 7856WW -08 X.825 Ph.FI.SMS Latch Screws --2.056 .Wo• f.- 31 1267 . 71267N jSdtIing SIOCk 116'X 1?X 1',EPDM ” 5 INTEGRAL FPI FRAME SU 6 INTEGRAL F1V FRAME JAMB 1 SASH BOTTOM RAR B SASH TOP RAIL 32 Sgg Kommeding 4SG TPS Spacer System 0608J•Tg ALUMLHUM 0606}70 ALUUNUM OBM¢T6 ALUMINUM Oece¢Te ALULR.WM 33 Sheet Ouonex Super Spacer nXT with Hot.Mail Butyl car 347lot Duan"Duraseal 35 klatert0la Carafnal XL Edge Spacer 38 - Sash Bottom Lock Spring - T JIAIL� -"'I _ _T 37 - Screen Cloth,Fiberglass i-o67•_ _ C ,1150--�I —� ''ter II ' .0 .rae, 38 Daw Coming 899 Stator Glazing Sealant e7r 40 1825 -818258 Glass Boetl(116'Glass) - -� 028- �. C6r _� t+ST• 41 2719 627188 Gloss Bead(3/16'Glass) •-�� Leta•-� 42 1263 812638 Class Bead(1/4'Class) )' 09 FQXDMEErNGRVL 10 11 SASH SIDE RAR ss: SASH BOTTOi1 LOCK RAIL /2 StiN STOP Ph0D4CTRn1SFD 43 1253 BVT468 GlaBead - � L,J�1•T6ALUNONVA 606}T6 ALLWNUr.1 6003.78 ALUIM'!�'UM cce}ls ALUenNUM 1�„VN:rc•i�tN�rx m p�t.yy Coer !i0 '- 781PDA tl6%1`QUAD Pn SMS 51' 78IPSTX 48 X1*Sq Pn T0.ln Fast SMS-410 S.S. - RMMa eP Oata: RMadmu -52 1164 78ILHPOA #6.15 x 1 LH Wintasl Screw Zeta- +' `I�:` ..`"•i; %,� Or JR 04/22/16 ADOEOmSPACERS A+ u.armw 53 1180 781LHPDX #8.16 x 1 LH TwWtasl Screw Zinc(S.S.) - R..w 6Y• oar« R.enlr 54 79X1PFPAX a8 X1'.Ph FI-Sta SKIS ss 55 78X1FPAX #6%1'Ph FI-Stain!osa Steel i �• � ' 00 116'Annealed of Tempered Glass is BOM&PART DETAILS J ROSOWSKI 61 1/4'Annealed at Tempered Glass. { •i• 1•�,� �• 1070 TECHNOLOGY DRUE rxa: 62 114'Annealed arTempered Glass -.'cc s:"• ;: H.vDnCE,FL 64278 SINGLE HUNG WINDOW INSTALLATION 05!11111 63 1/6'-114'Air-118'An.Or Tamp. P.O. •r 31274 64 I 116'-3116'Air-3116'An.or Temp.I.G. t A,fvr:4u41EiLPE sores a,.ay N. �` P.E1 Gl1a5 CERT.OF AM./29299 SH-200 NTS - 8AOF 8 MD-ODS -01 C @S@ t E� 1 <r 1, 1 a Florida Building Code Online Page 1 of 2 r 2 - --------- BCIS Home ; log In f User Reglstdtlon Hot Topics ; Submit Surcharge Stats&Facts It Publications FBC Staff BCIs site Map f Links I Search dbprr- � Product Approval x USER:Public User Proms Approval Menu>Product or Ayr onlication Search>Application List>Application Detail FL# FL14705-R4 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Cj Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Y ar(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Sta idards Certified By Product Approval Method Method 1 Option A Date Submitted 08/26/2016 Date Validated 09/22/2016 Date Pending FBC Approve httt)s://www.floridabuilding.org/p��/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzd... 4/6/2017 Florida.Building Code Online Page 2 of 2 Date Approved 09/25/2016 Summa ry of Products FL# Model,Number or Name Description 14705.1 DA -2760 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ;Yes FL14705- R4 C CAC NOA 13-1125,02 Rey F.Ddf Approved for use outside HVHZ,.Yes Quality'Assurance Contract Expiration Date Impact Resistant:Yes 1, 09/22/2020 Design Pressure,+65.0/g80.0 Installation instructions Other:Please see Miami-Dade County Notice of Acceptance FL14705 114 11 NOA 13-1125.02 Rev-F.r)df (NOA)for Product Performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14705.2 -�460 I DAVinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14705 R4 C CAC 16-0714.08,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance a14705 R4 11 1 (NOA)for product performince Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports . Created by Independent Third Party: 14705.3 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14705'R4 C CAC 16-0714,00.pdf Approved for use outside HVHZ:Yes Quality-Assurance Contract Expiration Date Impact Resistant:Yes 09/17/2020 Design Pressure:N/A Installation Instructions Other;Please see Miami-Dade County Notice of Acceptance FL 705 k4 11 16-0714,09,pd (NOA)for product performbnce Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing Information. Created by Independent Third Party: ki Evaluation Reports Created by Independent Third Party: Back Next Contact U ::2601 Blair stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an ED employer.Copyriobt 2007-2013 state of Florida,:v Privacy.Statement Under Florida law,email addrelses are public records.If you do not want your e-mail address released In response,- to a public-records request,do not send electronic mail two this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395,*Pursuant to section 455.27S(1),Florida Statuies,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The ernalls proviied 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 l4rovide the Department with an email address which can be made available to the public..To determine if you are a licensee under fi Chapter 455,F.S.,please dick hM. Product Approval Accepts, L-221 Credit Card. Safe- b"s://www.floridabuildin2.orp-/v'r/j)r am) dtl.aspx?varam--wGEVXQWtDqueufsxW4GVzd... 4/6/2017 MIAM ML&M-1-BADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND"CODE ADMINISTRITION DIVISION T(786)315-2590 F(786)315-2590 NOTICE OF ACCEPTANCE MA) vyww.mjamid9de,F_oy1economv PGT Industries,Inc. 1070 Technology Drive North Venice,IFL 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 dtion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). I This NOA shall not be valid after the expiration date stated below.The Miami-Dadc County Product Control Section(In Miami-Dade Count) 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 d4scribed herein, and has been designed to comply with the Florida Building Code,including the Higb'Velodity Hurricane Zone. DESCRIPTION: Series 94546011 PVC Double Hung Window—N.T. APPROVAL DOCUMENT:{Drawing No.NM-DH5460-01 titled"Double Hung Window Installation- NI",sheets I through 12 of 12,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance County at ,�tance number and expiration date by the Miami-Dade Court Product Control Section. Mmxu IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following sttement: "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 affe6ting 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,adve6mg or any other purposes shall automatically terminate this NOA. Failure to comply with any section of&- *s'NOA shall be cause for terminationI I and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followedby the expiration date may be displayed I in advertising literature.. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of. his ,'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#,15-6812.03 andbonsists of this page Land evidence pages E-1 I and E-2, as well as approval document mentioned i qabove. The submitted documentation vas reviewed by Manuel Perez,P.E. MIA :Oufm NOA No.16-0714.08 Expirattm Date: September:17,2020 Approval Date: August 15,206 Page I 6115] PGT Industries,Inc. I a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0812.03) 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation-NI', sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on.,1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC,sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,DurasealO spacer system, Super Spacer'NXTrm spacer system and XL EdgeTM spacer'system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports ons 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 i 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 series 5460 and series 5560,PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15,signed and sealed by Idalmis Ortega,P.E. (Submitted un�er previous NOA No. 15-0812.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (1014), dated 07/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0812.03) 2. Glazing complies with ASTM E1300-09 6 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources (RER). Manuel Per Product Control ExCmine, NOA No.16- Expiration Date: September 17,2020 Approval Date: August 25,2016 E-i �f k. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATEMIA.L CERTIFICATIONS (CONTINUED) 1. 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 02/28/18. 2. 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. 3. 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 04/16/20. 4, s F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated July 30,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0812.03) 2. Statement letter of no financial interest,dated July 30,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0812.03) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14,signed by Jaime Gascon,RP.E. Supervisor,Product Control Section. (Submitted under previous NOA No. 15-0812.03) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0812.03, issued to PGT Industries, Inc. for their Series "DH-5460"PVC Double Hung Window-N.I."approved on 09/17/15 and expiring on 09/17/20. i Manuel er . Product Control Ex cr NOA No. 16-0714.08 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-2 P t f , $g i i pg� l; x SjgA 1 a 9 I g a ph 4 DESIGN PRESSURE RATR.O I!IPACTRATWO s VARIESPERREINfORCEWE NOT RATED FOR u-ifd•FLUC PUCK WOTH lEVE1,$EE SHEETS 6.7 IMPACT RESSTANCE 0.SEE,,,�, t 26-f76' 52.1)0'LWIL.p(tCK WIDTH IT+EET3 MAXa;'„ O.C. 12'MAX -•� 62.1A7•AtAx BUOC Wt DTH �J� ' j.�SEESHUTTS I.IA' 0.SEE6H 3 -'�— '�—"I--tr GAUL SHEET 31 Ir VISIBLE_ tri f 62Afe'MAX.B'JCKtYDTH SNO.SmEET4� �--"T� I 969 r S' j 1LM'�YADTH e 28-Ur _ SHE I:' i 12'MAX I 1 1I TOP tAx SHEET] z-•~"_dwE ap• IrtAAX SHCETL4(" 1yy rr i SASH- NSiOlE �— HEIGHT A.SEE T-. --. 'j f tY EOWLLY '/ �16,11Y RJAA aC, Ik / 15 t1r MAK.q.0 SHEET 3� I ANCHORS PGR - II LKRR / is , ANA•CRSAER i "�"' TADLESP1t } f HEIGJSf _L_ Y�-.'- I ;11.ltrMAXOC. 1/ TABIESPft SPACED x 1 F� XI{ t� TABLES ANCHORS t X _ 'V„' .kl, pt Oc i V _7..,. ALAR p HEIGHT rHL ,, EI)HT X{ , ILOCK .1PJMAX Ora X { Im�i'F" HEIGHT I .� .,UCK Ai9a33T.c. jlju ": i5L Mus) EOUALLY111607'MAK.O.C. ro.,y Ip SASH P 13,Wr MAX.O.C. ECUNAY SPACE° ; � SPACER # LIGHE __ . SPACES -'ANGIDRS R=JR 1 ANCHORS PER 1` VISIBLE SPACED 4 I SHEETS TABLES Pft - _ A_1. TAIXESPtI HCIOR }� TA9LE94.t1� / A 6419 MOANCHORSAFSk[- 6„�..,._-J �-••`�+ 0 NOANC+4DRS+tYSIAL I SEE SILL WEEP- 84z`-_-I AMCHOR4 XT'EL '-}\ BE£SBL NEEP -'Sfllsu EET� NOTCH D6'TLLS, BOTTOM SASH Vt519LE NOTCH DETAILS, t�64 AUDI;GAOL W10TH NOTCH DE7AXS. -NOTCH DETAILS, 3t 271 H u W43TH $,MET3 SHEET3 SHES4 , ELEVATION FOR-SYR.FLANGE FRAME ELEVATION FOR T1fR FIN OR J-CHANNEL FRAME EIEVgT10N FOR TVP.EQUAL LEG FRAME ELEVATION FOR 7YP.FLANGE FRAME SHOWN WITH STAND, COTTAGE CONF{GURATION SHOWN WJ7H J UAL-L!T>?CONFIGURA710N I SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH OR)EUPROViEW CONF)GUR'ATION OR USTOMCC oP tOdlGtiRATXN4UPTolN� CHORE¢7HROUGHTHENAIL•FIN j NEHRHr• F,T", g- lI ,sucRARH op+ENs+w+sr9gfin+E,C4kFlCaaung 1 GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT DOUBLE HUNG WOs!0OW BENEitA1•hOTE3..._....�-t t)THIS PROOUCTHAS BEEN DESIGNED 6 TESTED TO COMPLYYATH THE REQUIREMENTS OF THE FLORIDA SWUNNG CODE.INCLUDING THE HIGH VELOCDY HURRICANE LONE(1VIR} ELEVATIONS._...-__.__.,...„....1 2)SHUTTEROSjt§REOUtSSDIYNEN USED INWhV�BORNE DESRISREGOlS. p fRAV4E,DU53 dANCNOA 3)FOR MASONRYAPPMCATIONS IN M!A.M"CADE COUNTY.USE ONLY A4AMMADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FDR ANCHOR EVALUATIONS WERE SOUTHERN PINE ASTMC90 OPTIONS-,.,_,,....._.„-_.,.2 CONCRETE MASONRY UNITS AND CONCRETE WITH MN,KSI PER ANCHOR TYPE, C' WSTALLATION.FLANGE 6 i 4)ALL WOOD SUCKS LESS THAN i.Ur.THICK ARE TO BE CONSIDERED IX RtSTALLtTTONS.IX WOOD SUCKS ARC OPDONAL IF UNIT IS'NSTALLE°DIRECTLY TO SUBSTRATE,WOOD BUCK$ EQUAL I.Ea'80X..... 3 { DEPICTED AS 2X ARE I-ITI.THICK OR GREATER.IX AND 2X BUCKS ONHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCRIRE WOOD BUCK DESIGN INSTALLATION.INTEGRAL FIN -AND INSTALLATION 19 THE RESPONSIDIIITY OF THE ENGINEER REOR)ORARMIECT OF RECORD,LADR)' 411.CHAVNEL_„,__-.._4 'IANCHCRENIMMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGOR STUCCO.USE ANCHORSOFSUFFKSENTLENCFtHTOACHIZVC REODURED ON,EJUSaw-VT,INSTAMATIOHANCtKKRS OLAIINO DETAILB.._.....,_._,..d y SHOULD BE SEALED.OVERALL SE4LINNRA",HWO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SMALL BE DONE BY OTHERS AND LT BUYO40 THE SCOPE OF THESE INSTRUCTIONS, OE51GN PRESSURES_.,....._--&I G)U4•MAX,SHIMS ARE RECUUREDAT EACH ANCHOR LOCATION THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHMS CAPABLE OF TRANSFERRING LOADS. ANCHOR QUANTITIES...._.—.0.9 I 71 GESKIN PRESSURES: 55 EXTROIDO RROFILES..�-_.,t0 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS FERASTM EINX). R ASSEM3LYePART3 LlSF�..it•12 C POSITIVE DESIGN LOADS BASED OH WATER TEST PRESSURE,STRUCTURAL TESTINGMID OL-53 PER AWM MIX, TAAT)ARM USETT. e)THE ANCHORAGE METHODS SHOM HAVE SEEN DESUGNEDTD RESIST THE VANDLCADS CORRERIONDINGTOTHE REOVAEODESMN PRESSURE THE 31111%STRESS INCREASE ROLE NOT A2914 FLORIDA BLTlSDCNG CODE{FSC).STHERTTgN PEEN USED IN INC DESIGN OF THS PRODUCT.THE I6 LOAD DURATION FACTOR WAS USED FDA THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT A M �.' E13DPp9 PRODUCT NKYISEO OTHER DISSURILAR MATERIALS SMALL MEET MEPEQUIRE/7ENT6 OF THE FLORIDA FIUDDYK]COD°FOR CORROSKM/RES15TMtCE, •ANSBAF6PA NaY•20/2 FOO VN°O CONSTRUCTION sf,„,p7t�inbfbiR` SIMETAL SUSSTRATETO MEET MN.STRENGTH AND THICKt�SS REQUIREMENtEIPERCURRENT FCCRIDABU%lXN'G GUIDE AND TO BE REVIEWED BY THE AUTHOFMMAVINGIORISOCTK3Y +ALt)MwU.OEBG.HMMRLY.ADLt2Dt0 tp)REFERENCES:TEST REPORT$FTL•80D0.ELGO ULTRACaV NOlN ELCO CRETEFLIX NIDA ELCO AOGRE•CATOR NOA;ROYA4 WINDOW 440 DOOR PROFILES.LTOY.'1RRE 41BRGNZEAlOITER AASIStOp-07Di2.20tD A .yY ryn/Iv p8 SHADESOF CAP COATED PYC EXTRUSION NONS;NATIONAL DES GN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS d ALUMINUM DESIGN MANUAL 4t)APPVCAIXEEGRESS REQUIREMENTS TO BE REVIEWED BY QVIDINCIOFPK14L,' ¢ r .r AtAfp 9r mn. °• �` �Q USER INSTRUCTIONS: a JR 05105FI8 TO SHEET S A1. .�i]1 ..g5tl FefW Offs 1)DE7ERL°NE THE SRE SPECIFIC.YANOOWOPEN:NGSD ON PRE REQUIREMENT FROM RSCS 7. 21 DETER)R.NE THE MOST SUITABLE ANCHOR GROUP FROJ TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 1)KA•OAUR FRAC OR S. AST COUALOR EXCEED TIT PRESSURE •' PRESSURE FROMTABlES 4 OR S.IT AR15T ELIUAL pit EXCEED THE DESIGN PRESSURE REOIAREARSRT FOR THE WINDOW' tF DBEAYNGoprAlNEowplERt. ; ••,�A• 6 GENERAL NOTES ELEVATION J ROSOWSKI 4}OLTRUUiETNE AA•CHORQUAMt7YFRQM TASCES DOR l.VERIFYTHE ANCMORJ$UDSTRATE WSLMEETREOUO+ENSifTS •.'s. FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR3.AND THAT ALL MIN.REOUIREMENTS FROd TMOSHEET-SET ARE MET. �:.C.j:;i;: 1070 VTEMOFL 34273 7Ale S)INSTALL AS PER SHEET 3 FDR TRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FW INSTALLATION; DOUBLE HUNG WINDOW INSTALLATION-NI 05/15115 - t ..`.•<: `.:� {94t}-4Bo-TDDD +e sF - mF»HaNa A..: INTEGRAL FIN ORSSSURERATING!C40XI. TERRVNARQN 19 THE 9A4t4 PROCESS FOR ALL FRAME TYPES NEL,FIANCE. ALYIAI UNIFIL PE: INTEGRAL FIN OR EQUAL LEGFJOX} P.EFsams , /enxa6 DH-5460 NTS 9 OF 12 MD-DH5450-01 A y9� r i F I r Y 1 ) t 4 i t TA £i•A AAtf SS 1 "" - Desl PraMum Frame 0183 Frame ,fie Daaalp0on(UetrdtTam Ettrdwto interior) Tables Eheet9 Typea OpBaRs 0D,gpa insu8aloe Opames9tatmaybe uod 7 31a'10.;110'A Eatedor Cap-+12'Air Sne+110'A Extedor Cap 4,5 !'0,7 (sea Ptp h(3e Table ry (xa Flp A) 2374'LO.:118•TExieAor Cap.T2'Att Space.110•TExtedor Cap 4,0 16,7 Equr4he ....tcn 2x wood F1amY8ucbtro•IroataapOm1 3 314'LO.:3116'A Wader Cop+318'Airspace-L18'A ExterW Cop 4,S k0,7. cunNG 7rorEs; flance 1•4 a:euPm'Sew.A'f01' 'oro tlree...Joel COrcnIYGtU-erola 2' 4 314'L0.:3110'TExtenm Cap+3/s•Air Space.3110'T Exhidw Cup 4.5 ;0,7 -�At-ANACanpa °t a'"`.."'^.0i0"'tXOut it*.conn -sit eat oomTEWEREDJ ».Yeo IAlai•Iran 3•oamn 4 } ....Mm 2xwood FramYBrttraiep-algaaapam 1 Ew"89 1.4 Orw01j"*linugh the lame»..vao CotnloVAU-or"a MOM 2 TASLE2:ALtOWA8LEACHORS TNRDUCJG THE FRAM_' (0) iGob., d the WnOam.....:•„. 1X 8ucxst Ma CmcrdYCMU-shoot J.ooum3 Group Anchor Substrate Min.Edge Min.; ...eta Maty-Ihaat3.opum4 Dllence Embeamahl' EWt1Ua Thayhih4 .-.Volo 2X Wood F-v8ucl mp-moat 4,at5m5 M Metal- vw ) Il Atnl%nel n1ft-•.• ,..ISah e4•cFtmn7 Yto" Stee),138` 3a' 4.050-: pit) 1.4 "9 OOes7lWaw (etad,184)s.s, ;Cq. lhlD,gntroeaml.-.Yeo 2%Waod FrfnY8utb11p•Main a o0m6 or4109•S.) Stoat B10,A553 Gr.33- 38' O,Os51'(15GA.) 'UN.OF J THWADS ertro WnaWr._...,-Emc Moral-shot 4, e A ninon.90633-T5' 9` 11.050'8 aEYOND THE METAL SUOSTRATE.FOR- w-pw iN -.,kw 7X Wood FTIY prion 7lp-Noel 4 apllm 9 P.T:9alAhmn Pine(8G�,557 --T11-F- i.Vd'r STEEL STUD3. Hpyal Fin EQ1aWle' w+Gnl tn_-... „,•y�atYaG-abort T 316'ft..]Uhreccn _COAGete(Min.2.85 Kai) 1 1.39.4 - MIN.Few5 NS18 1.1 OnWPmAnx M cmu."IDA C•00 zur 1.114.3 WN,F1n33 KSf. �) LCati9a TnlNgh��soTo.».tnaMlds hWt8ucU6-ahMaMPJD<t6 126M5 P.T.SotAnem FM MG-0.55) 0110' 1.39': 'UNGROUTEDCMU' B (a111e112 SMS.$. Steel.A39' 3r8' O. YALUESM01 E Steel Stud,A653 Gr,33- 39'" 0.0451'(10 Ge. USED FOR GROUTED FIGURE 8:FRAME TYPES a 410 B.S.) Ah air,=.006346' 32- 0.083' CMU APPLWAMIS. 114*steel Ultracon concrete(tun.RB5 Kai) 1' 1.3'4-. C WgWAad CMU,(A9TA1 C- :FV 1.114', 2 4 114'oteel OoMia Concmto(mm 3.35 kal). i• t V� 114'Steel Ultrvcon concrete(min.Z65 Kai) 2.111' .L4- ODX CR 1141 ateel 114'steel Cmo:on ew" P•CmOfalBmmllYf.3(so-55) 14 17MF FLANGE EWA;- _ 2.112' 1.34'- i1GURE!P FRAyE CPNRGURAOON9 LEO D 114'atoei Crater. Jt µS771 U 2.117' S-U4,• - .ifipmulea CMU, P.T.SaAhem P^(S6=0.55) t' 1.310•1-318' E 114•Steel Aggm43ator CAWtete(mm-3.273%si) 1-/12' 1M alLbf AppnlOata uIVASOO GMn P(ASTl-1.Z501aherM 1-C40) p 111 1 3 fy yc.j L IMEGRAL EOUALatTE ORrEt C07TAC$ - FSG G AR E3�ALlO#ABLE M(>JORS THqaJ A THE GmvD Andtat Svblr4tr 010. EmbetlittenC bTr+xA+)1oSeblta lliMs E 2-UY x.131'Cammm N3 P,T.sMrnm Pira(sGa.55) 319' 2.7114 D 7G' 1 0g bt2'PonpalwrA ltoeirg Nei P.T.8oulrom Pine(SG•.55) 39' 2.711a' Ra+Hsa a: W+Ydmv 2G2t7 P.T.soathem plra(siMs) 112' LS'B n7 810 Tmoroar SMSh8 A)umM,tu%OD53-IW 38' 0.0W (stool,188 S.B. - `�,.^�`• .• +rw4Mf DaoA' Rr+fNpu ar410s.S.) Sia' 0.0451'(15(hij Y: OF 3 Steel.AW F P.T.�rnKnum.if063•T5'� 39` O.OW THE I.ETA Elft 61Ld.Gr.33- _ THREADS BEYOND �., i� re_ PNo wu c atr 134 711E ISETAL GLASSlANCHORS/FRAMEOP4IONS J ROSOWSKI ai7stls ar doer a 9sTRnTEFOR (tied,1888.S. MStud,4r.3)' 3'8' o05P STEEL aTUD9, 1070 TECHNOLOGY DFM 176: a4tos.s.1 $teas 39 D .fraXSi a IL YEN CE rt 34276 DOUBLE HUNG WINDOW INSTALLATION-NI 05115115 "-;'':..'•+-'4 (941)-490-1600 9asa/Gtsfo[ xrnK iKeaKp N0. aa+: A.LYNN NtIER,P¢. PEa SaYd cE,rt.DF HIM 129294 DH-5460 N7S 2 OF 12 'MD -01 A i 1 P k i S F 4 IN q� ({N d t 6 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAARE ANCHORED THROUGH FRAME AND In DIRECTLY INTO CONCR.=TEr-MU. EDGEMSTANCE I BUCRc5Ti0PtN74CONCRE7P.tC+�l. OPTIONI ---- - SEE140TE2.THISSFfEET. ANCHOREDTHROUGH EMBEDMENT E6NTEDUENT FRAIaE M02XWOW •�"�-" • ;�— {...,lie MAX SKV FRAME OR SUCKSTR. - I: T-- 1 1U IN'MAX SIUM-� r•- SEENOTE2,THISSHEET. � fELgEOVEyT t 1 VISISLE 17 EWE FLANGE FRAME ""��• 1 1 EDGE DISTANCE snovmm _ -`fff��LLL DISTANCE m BOTTOM t i' y '--7}• VARIES SASH TIP.ANCHORTYFE� �WiTN SASH •• �R TYP.ANCHOA TYPE, EMSEDME EAS q WEIGHT 54 3D r AND . EMDEO6FEH' EDGE MV EDGE �+.nW�L.r �DLSTANCE PER SUBSTRATE, DLSTANCE PER 31 DtSTM'tEPER (1 .1 �'--\ SEE TABLE 2.SHEET 2. I SURSiMTE, > TOP EDGE SUSSTUTE. [ T8 SEE TABLE 2.ERREEt 2. I a SASH .. DISTANCE SEETABLE2. 1� Cl — SHEE72. gp �r I N518'_B i 'J '" FUVGE \�� ""^tUGHTVrTDTH �. FAAW x•,/10 B7 12 LEGG-X EQGX 73 - NOTE SHOWN t9 � OPT.SASH TOP � �' � BUL7f WIDTH, FRAMES ��R 'ASIBIE l'-l.1ONLY v L'a1T I LIFT RAIL SUSSTRATTE-A.PROPRATE HORIZONTAL SECTION A•A NEIGKS ANCHORSUSTEDONTABLE2, I E� 4e SHEET2.ISTANE ENSEDMEM AND DADEAPPROVEOMULLION,FUC COMPLVhT ALU0NUMISTEEL FRAVINGOR STEEL STUD. 2t FOR AtI FDGE DISTANCE U+WTS.ANY MAYBE_VERTICAL OA fWW20RTAL,SFE SUBSTRATE PROPERTIES,tABLE 2.SHEELT,,, I WihOO'A'x;i X INSTALLAMON OFRtON SHOYN MAV // ANCHOR a +` RE USED ON ANY SDE OF THE 15 3.SVFROM WINDOW. ",.MAX i•.- AS 40 47 ENDANDATTER [ 2)MASONRY ANCHORS MAY BE Smu AIOORO12STECL 4..-1.4-MAX BUCA ! �!- •' CEN ( USED INTO WOOD AS PER TABLE 2, l-'SELF•DRILLINO ""I ( D,Him HEIGHT SHEET 2.ALL WOOD SUCKS LESS / SMS IOU SEE i b0 I .. 'TABLE 2. to Oe1Rµ THAN I.frllT IfXARE TO BE -- SNEST 2. I `•' �{ Vps:ADD p CONSIDERED IX INSTALLATIONS,tX } ExT�ro3 30 -T"^" ADDITIONAL p WOOD SUCKS ARE OPGONAL IF 4J i UNIT IB INSTALLED DIRECTLY10 alsscREws VISIBLE FROM E' 1 DEPICTED EPICTwasTATL DAS2X ARE LICKS I-Ir FROM ENO, f OR GRF TER 2X ARE 1.1q'THKD( DS LIOM DR GREA M)SK LL Be SUCKS q I q HERGH7 (OMENUERL SHALLSE DESIGNED IB I. TOPROPERLVTRANSFERLOADSTO FLANGE EQUAL r I j �' TESTED UNIT 4 THE STRUCIURE.WDOO DUCK FRAME LEGSOX LOCATHTN:6 siTr DEBIGN AND lTISTALLA7RQN iSTftE SHOWN $t FARM& t• rll 1 BS PRAM SA$1/ENO. RESPONSIBILITY OF THE EN(UNEER .J( gHOY;y M` M ) !� tk ORARCHRECTOP RECORD. ' . NOTCMES T \ 31 3D p s)'AS18LELIGHT WIDTH ORHEIGHT INSTALLATION EXTER-�� INSTALLATION CACH O IALSOREFERREDTOAS DAVl1GH7' OPTION4 OPTION 4 PRTDUCT RTiVI.ATT) OPEMNOILSMEASUREDfROM .cAyltaPu(A6afbH1A ANCHOREDTNROUGH ANCNOREDTHROUGH BeADINotoBEADNa v �s(xaI FRAME INTO METAL FRAME INTO METAL na yM,eRNo l6.O o RPd+rP BA: tarts APdam„e 1^+HLn E. DMe EOUAL-LEMSOXIIA^MA%SMM F ST F-1— 'gs"OVWMN VISISLJL16KFORMULAS _ Y. _ nr• mtc t+ s 2rxt.2s NOANeHORs WIDTHGSASM:W79 WHOLE RE04KREDW UTE;SUCKK VTDTH--1.17 6 LM>vIPOm: Dna' FLANGE OR 6 IK I6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 21rFAWa 35 1 FLANGEEaLkAL-.OR EACH END '•• FRAME SILLS H'£ rs t NO TEC'"LoDOyD'S m.,.. f:.'` DOUBLE HUNG WINDOW INSTALLATION-NI 05115115' VERTICAL SECTION B-B ts`1td04sem. AAs A.LYNN MILER.P.E Aw: vE.mTns CENT.OF AM J29295 6N•5460 NTS 3 OF 12 MD-DH5480-01 A z u €€x 3 S 4 t INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6. INSTALLATION OPTION 6 ( ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FW INSTALLATION OPTIONS ' ENDEOMENi ..I 0902XMMFRAMEOR mrouwOOGFRAMOR �-EDaS DISTANCE ANCHORED THROUGH INTEGRAL I+-EMBEDMENT -a t BUCKSTTUP,SEE NOTE 2.THIS BUCKSIRIP.SEE NOTE$,THIS SHEET, FUN INT02X YX)OO FRAFIE OR ( tI SHEET. I u tu•vmS"� itC MA%SNOI BUCK-STI SEE NOTE 2.1% EDGE DISTANCE ` 1T SHEET. - - TYP.ANCHOR TYPE. yM -7 J-0CHANNEL EMBEDMENT AND EDGE -1B LIGHT1 YH 17 PRAISE 1 INSTANCE PER SUDOTRATE,' — TT_ t'N x o 1 SEE TAELE?,SHEE72 BALANCE h a TYPE eorroM -� �tt+` !A VARIES SASH EMBEDMENT VAX d?WITH$ASH - -1' EMBEDMENT A ND E. 4 ANCE �� WEIENT EMBEDMENFAh UBSTR 31 i SEE ANCETABLE PER S-E7 2.Ai SEE TABLE 7,SW-E7 2 � � I I - t8 TOP >— (n,OLsxarFNy � `�1] � sAset Tm,AAICHoarnE. Be �.....J�.� _ iNIH,TUlMSIOLLE 1. DISTANCE EAmEOMEPER SUBSTRATE. L J FAMES LIGHT YnOm FRAMSHOW SfEWAIL SHOAN) EET i. 73 MNII B 11 SHOWN iNAp,9NOLttiy tE,--{;u� NS2Tg$ SHOWN dl E+RERgR VISIBLE LIFT 4 7 1)USE ONLY _....' at=W'�DTH LIGHT f HEIGHT SUBSTRATE-APPROPRIATE HORIZONTAL SECTION G-C I, ANCMORS USTEDONTAOLES?d3 1 4S F OFSNEET t.FOLLOw EIASEONEM DADE APPROVED NIMLUON.FBO COMPLIANT ALUMINU44STEEL FRAMING OR STEEL STUD, J 49 'jt F(N,�AtL AND EDGE DISTANCE 0-rC4MDWNM 114-MAX - #AYBE VERPtCALOR HORIZONTAL-SEE SUBSTRATE PROPERTIES TAMES 2 A3&N€ET 2„ _I ?2 tiMjt10YB;1 DlSTALLATION 0?TION ENGYM MAY ^---- ._ / ANCFICHg ' BE USED ON ANY SIDE OF THE �I 15 3.SS'FROAi WINDOW. AS W 47 ENO FS,OAT XIOOR s1r STEEL 1i+`MA%. CENTER USED INTO WOOD ANCHOR SRT ABE BL DU IN fffj 1 OR (` USED UiTG YRIOD A9 PER TABLE 2. 4ELF.DRLSE 8WM HEIGHT L-•' Lam.._ �'"' � - SteTABLES},SEE W,y�OW eHEEi 2.µ1 ICKAREGtSLESS TABLESAB3. SO , iB MEI),3� CONSIDERED IR•TMCKARE TOTE - / �?E:ADO CONSIDERED t%IN5TA1LATx)NS SNEET2 EISTE C �/ SCREWS IX UNIT IS SUCKS AREDIRECTLY oIF clswr UNRISWE.Wo OO:RECTLY TD VISttNS �tb3t8' p DEPICTEDA 2X ARE LICKS LIGHTFROM END. ORGREOAT 29 AN 10 THIC% BS "EIGHT '• OWEN USED) t%AND 2x VEV— r NEICUi[ {WetEN USEO)SHAt1 OE DESIGNED FINANOOR TO PROPERLY TRANSFER LOADS FLANGE REMO>SO 7ESTE0 LINT TO THE B7RUCTURE.WOOD DUIX LOCATION:86B' DESIGN ANOWSTALLATCNISmE I a (2)i' 16 F INTERWEEIOR 9 I� 04 FROM SASH Fl:S. 'RESPON$IBa11Y OF THE ENG3IEER WTEGRALFIN �EA'.'ki ENO.e 3i .�•----1 OR ARCHITECT OF RECORD. FRAME SNOYM �-I�(—`r! ar x+as•' 7 ` 1 w 3)MBBLE UGHT WIDTH OR NEtGNr INST U4TION` g;T[�wog INSTALLATION "15EEPNOtE. 3l� ) (ALSO REFERIIEO TO AS DAYLIDHT "—" ""'"—•^ W.tOVERGi`. TYP.A4CNORiYPE.ELSE AND OPENWO)tS MEASURED FROM OPT-ION7 � OPTIONS PROTIfICT REVISED I{ -B OMEN] TGMINa TO BEADWO. AYCHORZ--07NROUGH ANCliORED THROUGH FRAME INTO ^ci9'dr�+FawaMFtriia FACT!2 67 EDGE OtSTPNCE PER SUBSTRATE.SEB INTEGRAL FW INTO META, METAL(INTEGRAL FMIRMGE REMOVED) A Us,o>Ca ICP-O F6t EACH END. 1 �TA7LE 3.SNEET2.{SCftEYlSHolru) �Puar W_ OS 11F•AWC I - R AWP g qyp £ OYtQ 7fTEGRAL FIN @f, - DY fRA`JE SHOVM _ � i ( , "t' VISIBLE LIGHT FORMULASNO JcJ' X.,wr Iy: mar r4�' FRAME SUI IREOUIRrD F 1 T yno�}T FRAMESUIF ANCHORING - 0SASWNCKWOm-OVJ' THROUGH THE Nl --� f �FUE` owIDm.Tarr - J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 —`-` �'�---E°ce Dt T'+acE E, I Y 1� iD7a TECHNOLOGY oRr t rw - �,: LNTEGG.RALFINANCHOREOWTO7XWOOD""tOUGH £MEEDMENT BUC%MEIGMrJ•N1E' - N.'VEMCE,R]A?7S DOUBLE,HUNG WINDOW INSTALLATION-NI 05/15/15 FRAMEoaeTHISwRP.sEe. VERTICAL SECTION[)-D (941)'480-BOB wtµ NOTE 2:71115 SHFET. ALVNH IAALEA,PE. 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Mhe llrltian: NOTES' .:Zi^z..•^ III' "`If 1 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR NTEEIRAL Int.N�Ic;- DESIGN PRESSURE TABLE J ROSOWSKI <`�: 1070 TEOHND OOt DANT TAW 2)FRAME D�UEN5IONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. *?.,'.��:�..';� K VD11CF•FL 54175 DOUBLE.HUNG WINDOW INSTALLATION-NI 1 05/15/15 {0fi)-250-1906 7)FOR 50ESN0T AIG.VN.ROUVD 91 TO THE NEXT AVAILABLE WIDTH OR r.`•,,` r`` a �a DHd- 480 'N TS7OHEIGHT DIMENSION SHOWHONTHETAUE. • �, ,#222gn F-12 M DH54B0-01 A 1 ajS{ �Q '7DORODAOII4AQAQAOQoa4QQ40IIQ40RII04aa44QAQRA000D444R ~ Ortn aQO00RO40Ra4fl4R00nQO00a000004II000aga0aD00ROgaR =aaII0D4AR0DO0A400pQa000paatl cloanaRA0000Dg0ngqq iOQOODDQADOgO®aDOQnODD4a0aamO4a00D000ADD4fla0QDnOQ G�1044000D00R00RQa0000d0Manama QDQnfl0R00AQ0aQDaaDOnq DQII4DQ04dOQ0000n04n0a00440000II000tl40a0QQnnggclang dAApOgp000n4DODR0 OatlD0aa00a0Common aCommon QOzoom 00 2n0nmannnnnnn0ntlnnn0n74nnnnnpnnnOnnQ®4Gnnnndnnq�n � 044 ntlOQ0004D Qaa4a0D Dp O000A anR4a0pOQ4 onllnanaamnnnna=0Llnannnnnnnnnamong CO22022 d00aRQII40DQQCtQIIRp000pQ0p00IIQaDDaOflOQQQODd000IIQcoo 6�0afl4DaDpaa400aaaaa2DaaD00aflaDaaa00naaaaaa2Raaaan tT OnnORtla00nQ04n04na4004QatlQQd0a000000MMO000gnn*no �- CatOQngnnDIIngnn nn0am an noun 04pDDD22a0DD3DDDa �6CipODD Oad a0ana0pcolonOcocoaQQ00 D0 D4a0RnoonnO mn00a anangantl�atlpannan0n00ndnAQpOQa00D0aagamong l�can pop ffiml Sa CS2010omall QDaDOn n aQ nenonama22RDR2Dn44aagago ppa�appgaann0 illII lnaDa 4R DO ©00a0DDaa000a0dcanon 1=0II2ODDnQpCIpDpAEIaAaOpaaaQ4DpdppaaaDOpDOccO210p100 0=200400an00000aD0aDOOG4DanaQp0aOD4DdaDaaaaD00aaD0 n=220 R0n0a0II0000n00000A0a4a0Aa0paAaRR0agg0 Oq0 Oa am 0221222222am MCC am nnannnnaannna�aanaaannnaaannnnnaa°anawanaannnnn ROaQ00camazaacim MCC Man0aaa0C01aQ nnnn2nnnnnnnncnnnnan®°n ana1acocoa 20010222202221�D OQAOIIpOQII440IIA4 00ApOQ aaaA44MICRON= a4IIa4Qa a0z 000 2 2 2 2 2 2 2 1 2 zoom nn�nn000QOnnnnnn Doc nnnnnnnn L3Dpa RaAaD0aD000D0aQa004DDa4coo 0D000AaD00D0000 '�ODaOnnaDDOgOOtlfl4QR004tlpa0Aa00ppa004a0000pOD0nD00n Q^J. ng4D0A0QnnaD4fl0atlnnaA4anIIIIQnOQgflaaQn4qQqnD0Dqq0a long glaucoma � QQODODOflDD4RQan40GDa 2 210IIn01022 nflfl 0tln0 QDOgpn maRmammon II12=0D4aD44a4QDn0DDIIAaaRIIaOggDnanDaaq mica 22012222202022 am �aDD DODflaROaQDD4a4DDADIIAD00Da4RR0QaflaD2Qa020nna C3QQDaQ0IICi0QQQOD00Dp0DQaaaaaapaanCIDCIQaOaIIatl000QOin ��maDO aOaDDagg00D00flAAD s1aC0 n aaappQQ�a000D000DD00 a :iSJnnDngapn0g0dC10IIflQIIaaaanQnOaqAIIa0R0Rtln0n000nn0nnn B�G^..�4D400AOAa40fl0Da4aDQ00Q004A40DAQDQD00apQgDQ0aD040 _ _ C t4RAnII000A4g00DA00004D4QaRA0aa00aODa0A0Q0 022001 CCwaDO DII0000an0a0np00aa0DDODOQfl0a00naacoaa00annual �G®70QOADQQ0a404QR00429DROA004D0a4 II42IIQn00QRaD40Qtln �YG�nnnnnnnnnnnnnnnnnnnnnnnnannnnnO0 nnnnnnnnnnnnnnn Moomm000 19192 mgnaannma pnnnumnnnnnnnGn20nnnnnnDn'4Jn�gn2nnn0 pp120 nn" 000Dn40AQ0pQOpQDpDDCoco QDpQ0aadafl®p00aaD0a4 00A0aD4n04aDDaa22000gQ4aaQaa00aapDII0a0flQ0a00aDn = 022202222022221040R0nnntl04nn004dn4nnngnIIOnnnnnn. �apaa0a0DDaaaaD DmamaaIIgaaOIIDnDa000a0DDDIIDaDaOn � annaaannannnannnannanaaaaaaaa°0°Dnnnnnnnnnnn ON cc OnaaDaaa'OJaoDcoo aanaA°noaadnannnoccd00Ri Ga a D 000: . 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's t 1 i I t k k 6 a.sar-- aua• j�'i a s1ar� aa49a,� a am•--�•1 iau• LLQ .OF.7' � _w�i .CaT -�'�1 '� -�+1+-A6:• �� _.r.$.�....98r ,a C f I I � 1 ---�, {Ip' 24P 1.48r tAar MS 675 OEtaE 11 _ fLEOFWW .925 JCH&N EL 0, FLANGE T FRE WAD HEAD OHM HEAD FRAME SU- i 148r -- — Qr 5 EL _T a.48r--+{ Ip J.6W�.6C0• aa0?---- 3.6[0• --'•lif oer �2� � -+11y-.cer � I "-.ocr -�••Ii�-.ter --••�r»-- �---�f•+-.a6r 1� r 2.4r �.. 4r ti l � ,Aar l i ( lAsr ,.481 w 1L6r IJ76.1 FIN 7 84L FRAME \../EFRAME CUAL EG 1375 Q JAI.O FINFRAME EOUAL 10 tEflFRA .BSS ta" 11 FRAME JAYS t3 FLANGE FRAM s i T i ,- o 1.64I' r_ 1.641'-� f y --«-I i.Sts 2.1ar ,.aT7'r{ 1b63•."�i t �,a76' I CTP 4' lair {+- � Ir....2.110- - .t75 ABSTE .1lTs ! S, c��.L per• �� 63P ��.959'a�8 .a71• ("-' a47' ...-{1.oa5 I"a- ---•7 r.w5 I-- .ore'-t � .9t9• 15 BVE KEEAFM RAL 1B SASHRAIL 1r DCOY�ERE iB§fS GO°4ER t8 luMirtER.'`Gpt L'„J 41CifER1GCN C019;R 31 B�tFER1E!> V iNTEERLOCKCOVER 4+t.6w d 1 (' I ,AWIK7'REYL9ED L .TSP �,_ _ teas• n%u b+�F,wd10.tE.Na _ +f.•... e+seD RMyae 7a 16 BEAD B, E BuoED SCREEN FRAMEpff t4 TOR 6ASH FIAI. •• B7 ReMW ix AY.tWrc L,. 1.165 F�-�• .. . .ns 715 915 71s G :. WINDOW EXTRUSIONS J ROSOWSKI mcr" � jN�� E08• -T T.O65 .s,..,y.., 1070 VEVM FL SDMA Ma m ((��} _� _ I ��j} 75 DOUBLE HUNG WINDOW-INSTALLATION-NI 05/15/15 STANDRECWORCEMENi 24 REINfORCENEM7i V RE4•/FORCEM[M 'NO S" .r;" (941}-460-1406 9 I°"e7 °E CERT OF Aunt./x°296 DH-5480 NTS 10 OF 12 MSD-DH -01 A i I 3 � f 3 I •I I p k s r s `s r h t a TARTa......,, . (' BILI DtlB�terlel 1, Y Part.. btt .. Mamhat 1 a m6m �i qal Y6 2 570114 Fume tim6-FYtCai--�— VC 3 62017 mme Hear• n PVC i e 4 W0118 Fmrokfew- W.ut LMOM PVC t 9 70 6 8201 .Fm6r S91-.FClUvWel PVC ( y NyDCL fl 34275 5 820108 FmmS6l-Flampe VC 1 �Ot Y FWr 3m- - PVC I (941)-4e0-1800 6 1 ROME lFrOM SPI-EQW LeplBat PVC I � � CERT.OF AUK+29298 9 020109 1—Jarro-Flewmei PVC .,.y 9 620110 Flertm.YrrRl-Flmgo PVC 12 82012 Ft 3emD- n PVC I ~1 t2 020112 Forme Jams-Equal Legrilm PVC 13 t4 820171 .Top sash Pui(opt) PVC ti 16 820140 Keeper Rail PVC I t -'`-� 01TER!ED Atm S WITH 18 820129 Sob RAWISMS, pp 60p8pm1 PVC67 t �FRANENEtD9 17 820134 BW-0 or., PVC 18 520133 Soh SloWS."COw7 - PVC _19WO166 UR Rani 6tten5 pCk 6005 �(., '`•.4 20 620144 4p Ro lmwtOCk COAT PVC j e1 OPT. 39 WA FOA•50ASO DP UtaiS ..�• 2T Buts?' 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DETAILS 3)PVC BY ROYAL WINDOW ANO DOOR PROFILES.LTD.70 AS tARF.LEO FOR AAMA EMLOER CODE 4)Fall REINFORCEL-NT TYPES.SEE DETAILS ON SHEET6617: E ASSEMBLY 6� 5)ITEM301].2679,N,36.37.S6.72e54 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL ) DETAILS ATTAOtES TO 4X 0.w ANwet r,,++• - �; .�""�PhOTBAR�efA A44sM dA atm x4rawv .�.�.n,":' rr.�` �'``•..` • r J• 11, PRO01=96VISEO \ :.5.:4 ,, Y� nmiNlb•5klaFSa71Y �•`'•. ttat:owv w 1 BILL OF MATERIAL A(BOM) J ROSOWSKI = .` (( b,!�![6 {p+bwDaTmw Pjpe� 1 DOUBLE HUNG WINDOW INSTALLATION-LM 05115/15 r..�t:,• ;4r,.a^r^: kr� Hgywrarn _ �.; 60 NTS 11 OF 12 MD -01 A } ALf1�NLeR6E $ e.Er5elo4 9 J1 f II)II t I t M f� 3 P }}1` i S 4 dF k TALE S.COSr-, C a1 OPT.�L Bell of -10 Desc4,cont S r p� - M PaR N l�J j 4a 78 118�'TK M8 45 72DI91 Amanum�� .��• AAtMAI � '\.�.. ax 46 72019869 SA"pLmk ul7kst t8 .!: IS i~ & Pff. 47 7201 0 Auto trck COAT As+amtAy C4At Zinc x 1-118•PR FM SDS(AL4dSMvlp Lac 9atew) SS / 49 720200 Astor NO Sway Lack Keeper CaAt zic d 1070 Tf.Ct0A1.047 DR62 K.VE1AC&FL 3A278 60 BXi4PPT% A'8=714'PH PM SDS(Kee Strew) 88 P »xl (041)-450-160051 420181 UR BasWad Til L9=Caner Key PVC LNEAFD F'Pl�A@KSTR 2 4201 UR PuA RaM t.Mth CMtler VC TAUTanf�itV�t! \ FLinMRANDEkTERIOR CERT.OF am/20298 53 7L a8 834 MFx Y4•Ph,fN SAS(PNS Sw 6 to Lata St ) B' br 420183 Til Laub VC •� 65 420164 TO latch R&&WPvc i., r., 59 720207 1• it LAtch S SS (- 67 4201!18 PISOF TO La1Ch Firget P C 69 OPT.MOP LOCK 58 720192 MCAs TO Latch Finger Pd CAA!zm `'� \ to a8 0",A1411 LOCK 69 420100 Ph1 Bar Caner Key t1oc,6 BCtam Sub) Pvc So -720208 Ptuof Bw(Tepa Bottam Smh) BS a7 oR ore l�l 81 7107102 TaySuhTla Lac ( R) PVC 4D St Oh 02 laxt 48 A t rt F S (Tap Sub t Lwcn Sc¢w} SS i 83 720181 00Ah Pub MYktE lop!.) 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'4::: Pf{GAUCT nEv19EU Nrt..t•iM r."MU4 nv4am4c 4 BOTTOM SASH BILL OF MATERIAL B(BOM) J ROSOWSKI .i 6 I'h id r: E.„;a,„i�-O )4 ASSEMBLY x� � ' ttiN ?A20 DETAILS DOUBLE HUNG WINDOW INSTALLATION-LM 05115/15 4 =w+oJla+rC . gra tAewn rr. xw: ,UER aTTAtHEs DH 548D SM NTS 12 OF 12 MD-DHSd80 01 A AL "" +"c 64 '01AUNce P. 64m 7 Florida Building Code Online s Pap6T R�Q �\ MU�� ge 1 o12 ProfesslonalReplat SCIS Home I Lop In ( User RepistraVon ' Hot'ropics Submit Surcharge Stats S Facts ; Publications j FBC Staff SCIS Site Map Unks Search , �Of�3 ■W ' Product Approval USER:Public User Product Approval Menu>Product or AoolicaUpn Search>Application Ust>Application Octan t FL# FL261-R10 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shah be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Ercall 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature j Jens Rosowskl 3rosowskl@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 Jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category " Windows Subcategory Mullions i Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO GER Validated By £ Miami-Dade BCCO-VAL Referenced Standard and sear(of Standard) Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 4/6/2017 MtAM1-D�DE aIIAW-DADS COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Strect,'Raom 208 BOARD AND CODE ADMINISTI(ATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w+w.mlamidadc.govleconomy 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 AID (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 Miatni--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: one.DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. 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 B dated 10110/14, signed and sealed by Anthony Lynn Miller, P,E., bearing the Miami-Dade County Product Control Revision stamp xvitii the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LADE LING: Each unit sbtiil 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, TERIYIINATION 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 bedonein its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f MIAMI•DADPC UNTY NOA No.16-0218.03 lip ,i Expiratton Date: May 26,2021 P 7 Approval Date:April 14 2016 Page 1 t 4 i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Martufacturer's die dr wrings and sections. (Submitted under jVO.4 No. 10-04.19.05) 2. Drawing No. 6300JR, titled '.1inpact-Resistant Aluminum Tube Mullions", sheets I t1irough 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lyim Miller,RE, 13. TESTS 1. Test reports on: 1) Air hifillrationTest,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistatice'rest, per FBC, TAS 202-94 4) Large Missile Impact'rest per FBC,TAS 201-94 5) Cyclic Win(-' Pressure Loading per F' BC, I-AS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagrain of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and seated by Marlin D. Brinson, P.E. (Submitted under AIOA Alo. 10-08,19.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FPC-2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and seated by Anthony Lynn Miller, P.E, D. QUALITY ASSURANCE I Miami-Dade Department of Regulatory and Economic Resources (IUM). E. MATERIAL CERTIFICATIONS 1. None. 114nnue c-ez,P.E. Cont -'animer I:P6( 18.03 ProductCont of xaminer NOA N . -0218.03 Expiration Date: May 26,2021 Approval Date: April 142016 E-i DETAIL F: DETAIL 0: EWL 11: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) Cl 0 0 0 Q 0 - lop%nEVIEW7) cc L SIDE VIEW 0 I ",—j" TOP VIEW u) Z 9 0 EXTERIOR J xnauamrufe. m 41 EXTERIOR z A•AVV�CD 10 HI nttOMM.$14-11. rIv"u w Yr x ----------u I 'A -o ..ftv wL ...... D, Eme NOUS FOR 1,45TALLATtON OPTIO.4 0 AR NOTES FOR IUSTALLAYION OPnWJS F: i)LISS.2 ANGLE CLIPS PER VIALION END.CLIPSMUST BE ftSERILD V'SIDE OF fAULUOK 2)DETAUL G;SEE TABLES 18-140 9OR ANCHOR GUAUTfTtES NIB S,EVS 21-23 FOR RDLE I I DETAIL 13 H 01 APPLICABLE FOR THE DAY OR 1.76'X2.1 i'X.12V 0=10N. LOCATIONS. Z)SEE TABLES la-135 FOR MCHOROUANTfftESAtiD3HfETSZI,23FOatOLEL(XATQta 3)DrTAIL R SEETABLES 159OR 16a FORANCHOR OUANTMES AND SWEET 72 FOR HOLE 3)THE 2"CLW IStiOT SUTABLE POR THIS APPUCAT-,ON� LOCATIONS. tE 8705 KIT Industries,Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE NMENTS 1. Statement letter of conformance, complying with FISC-511 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" ciil)pca Extruded Aluminum Tube Mullion L.M.I., apl)ro%,ed on 02112/15 and expiring on 05/126/16. Manuel P.E. Product C-O.t rI E. miner LNUA No.VI-0218.03 Expiration Date: May 26,2021 Approval Date. April 14 2016 E-2 N DETAIL E: DETAIL C: -y .uN•uN MULLION TO MULLION }U MULLION DIRECTLY ATTACHEO TO t>a INTERSECTION NO C-r MASONRY STRUCTURE ) 1)MAY BE INSTALLED I4'TEE'OR'CROSS' pg D (STANDARD CUP SHOWN) NIERSECTIONS VAAKS Y 21 MAY DE INSTALLED HORIZONTALLY �. nP.Ayogq • (SROWINIORVERTiCALLY. N ^'IERdadSflGipt stAt�oAno qq at TutEs 15-18 _ 3)SEE U.CItP DRAWL4GS,SHEETS 21-23 a m cmw ppt y t i 1 TOP VIEW FOR CORRESPONDING MULLION, V) +`t y NSTAttE9a1 '—•�`- t { cm CKTAVCt MLUCH J0 HALL UElnq 1•1 It. • At JA7Rl Y VAA'Ed -•--i !1 .126 EEL&O' 7 I 1 t `�`•,. /' SEVCAitA4laR PAkOYLL D: _ �X MiUWAW UEEBW EXTERIOR - n' n i A9ALV4 1l.. EoaE aalArxk et�w�u•'8ni[nitm • Z Lt$ $' FOIL YT �' v FKPkANES �pffEwC`XA Nt•AJ/+L eJi MAY 111�� Atd0k6t1ILE F4i J y .1 +• a oranrw�a,e tTwa. EXTERIOR Q � .- q `T M.Ar�c,OR 4 AIA9ipttE, Z REk TA&Ed 1Lt>D TTP.NIC+tOR dkk Me KAk44aRUik. NaLE l05ATwtk f(} d T�AT� %-%',-+- all AatU 1a19 FRONT VIEW [oas ATTAEANM ElmnCE_. F y EFF t+P11t4. BEETABIEA H y E1M 1! n , , . • . s 911. dfi TAO E9 WVITkN culwEn oaaw Ev,7l ALT:ONaAETE VREUI Ialla SIDE FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) Itly4TAtiATiONNOTES: RiRUI:TLWE 1)ANCHOR EMBEDMENT 70 BASE MATERIA.SMALL BE BEYOND WALL DRESSING OR STUCCO. P l m rnAatt, at TAnu t►.1v 7I OUANTITY OF ANCHORS ANO MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION Me vf"% Q PROODCTRBvisto ONLY.BECAUSE TILE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE TtSIFOPI 01,6iE xilL tlu FIuUA CORRECT QUANTITY AM LOCATION OF ANCHORS MUST BE FOULOt5F0,REFERTO THE TABLESON TRE pwidintCnA1 FOLLOWING SHEETS.FOR DETAILS AO,EITHER THE STANDARD OR INTERIOR CLP MAY BE USED. taCAPaq Anr)+umN --&ZlTs`h',3 BaN+tl .Mae 9024 3)ANCHORHEAD TYPE MAY BEPANHEAD,HEAHr'ADCRFTATHEAD. J `��a tNttau a� `7 N)WOOD BUCKS ARE OPTIONAL,SEE DETAL C,SHEET S. 5)FOR MASONRY AFPUG71ONS IN MAMMOADE COUNTY,USE ONLY MIAMIDADE COUNTY APPROVED '•�Y7r/~„/ Tirxa `aa'T LYN'1 f �� ELCO ULTRACON OR ELCO IN'SS AGGREGATOR MASONRY IWCHOR3• lD�tBTEEL kRASTKtp'FII tnANN "REEIASLES QU,,....... (�. FRONT VIEW �roaANkswrtvx/InmTRETL eaaod+a n.rla +,':',e•EHSE'•,"P COOA,At%VX%la VixEA WSTYSTD, _Va:' Y ''.;R (�' nAotwEHl ermnua. _ g10: •, VEk t4g17 AHQ{pA8Pka9 'i: N0.5 ;✓ EXTERIOR SIDE view NOTES. t IL'= 1)FOR 7x WOOD BACKED STEEL sTL0.4,W0(O -�:. B EGF 4+: ANCHOR VALUES MAY BE USED. 21 SEE CORRESPONDING U AVON TABLES, •$SIf(TT[[,tqL tia a SHEETS 5.20.FOR OUANTITYOF SCREWS. •A.`Lryt sl LLEAt,P,E. FL P.E.A 0705 1 { t• , 1 i r } 3 i =m— SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: tD NON•±MPACTORLARG£.W056fALL t7 DCTAtLS 9NOWN ARE FOR T/IEA'lfL10N CI1Lv,ANCHORS${IOK'NARE 77A➢OR:ON TO ANY AYCIiOR$NCOU:HED FOR Tile MISSILE IAIPACT•RESISTANT PRODUCTS FENESIRATI0'PRCOUCT INSTALLATION.TYPICAL APPLICATIONSARE SHOWN.EACH S[TUA7gNS UNQUE AND SHOULD BE EVALUATEU RYAN ExAEH±ENCEDR:STALLER FOR THE BESTIYSTALLUCH METHOO.OPTIMAL%OR Y%WOOD BUCKS IF USED, 11SR�AO�SSC _i t{b MUST DC ANCHORED PRCFERLY TO TRANSFER LOADS ARO ARE TO BE DESIGNED BY OTHERS. ¢i E BREI V:.ALl"WooU_ MLLTPLfi wrocna YrowcoirT,arxxrnt- MLICa IPR 71THETYPEAN NUM HER OF ANOICKS IS CRITICAL TO THE STRUCTURAL PERFORNANCEOF THE NULLED LID MIALX"S MULL TO IX&MASO!tRY,�_-.2 oY fj MLLOUXi$ IM sm PlrArP� /' '`mX MIT DEEN TEGTEDAS'MEE•FLOATENO'AND CO NOT NEED TO DEOIRECTLYATTACT1E0TO THE MULLYINCLIPS,TIUT SHALL iOTALLAT10HMJ1ES,____2 J . 'RLGrM61AA11 NOT HAVEAGAPOFMORETHAR'J'FROLATKCLAP. MUL TO MASO`AY__—_1 ry �veIT6T] / SnA'E TRILL T06SEFL9T 9____-1 3 In _ ])THE ANOIIXUIGEMETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNCLOADS CCRRESPOHDI1O 10 THE RECtRFD wJltlO .1 5 t_ DESIGN PRESSURE.MULLIONS ARE CM1.CIKATLT)TO DERECT NO MORE iHANU180,THE 1A STRESS D2CiGA: t i f. DETASLA: DETAIL B: wuK- M1IULLION TO ZX W0A0 DUCK MUtttON AT,ACHE6 TO IX TRY •qq j'f C9 fi.pSiRAIF. qK U OR WOOD FRAMING WOOD BUCK AND MASONRY ArrAtrnaHr ! SE[9[tALLFt taus i„ (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) UTOTRAR — iF t. SV 1F- ' /M.L141 � pCfl1_ � � 'f alfa i2i \11.� Cfnt7Hif 49 Cx9tkSTA4tE. 141 f ,�~^`vs:,; Tlal[ws •sa.rwe.aa (- a �,,, \..= ! siOE VIEWi }} 4 IV, a EM[RICRFOR �(/ _ c,Z J � �• jf+ / [CaIM1NKY x+oona auffon ......XYY fff W� �cT�n rnuirt�m�ie l rr.A4;,ADn n[uanwiE, /-rwamaxnax[. is ( t S-it-� i-rsc sva[xcAt" xtc T.etca tA�lfi _ aEC TatiEE+buu elE TAY33 tZN �i�rt4tY,ixrA %' ��.�� UMR. ��[[ Ct9i'Vi• . 4i tAi[ •41'/ tj �IIYOfeIHt "AQ41T4T ..G•" ...�L 77 +I{1 er4blAa. C __ • - ..•..... .. �LM[Lt 1. LL_ ti 1 INN ti[A'Ik4fAftEM CW•• S113E VIEW FR04T V)EY7 vaGDTlct aFYt:ED murHro[.iewti i'� FRONT VIEW ' 24 MSTALtATIT)jtJOTE;S 11[ mint It AJGIOR EMlBFSHEI(T 10 BASE[5A7ERIA{,SHALL HE BETONO WAtI CaESSUJi3 OR BTUCCQ. 7)CUAW,ITY CF ANCHORSAJD V1S.UxJ SIZE SHOYIN ABOVE ARE FOR PICTORIAL REPRESFIJTATK}N �� 1Y twin 4C"" ONLY.BECAUSE THC A4CHOR CAPACITY IS BASEDaARTLY ON THE ANCHOR TO ANCHOR 0181910E•THE "'"'•... r CORRECT DUAN7JTY AND LOCATI04QF A4CHGRS4IIST BE FOLLOWED.REFER 70 THE TAsLrS CN THE .^�`}� A FSALOW G SNEETS FQR CETAXS MA EITHER THE STX%DAROOR MERIOR W'MAYBE WED• y ib Ij AHCHOR}TEAD TYPE[MY BE PttJNEAD.NE%l1EAOQRFiJ4THEAD. - '•' wnf/ . 40WOOD BUCKS ARE OPTIONAL SEE DETAIL C.SHEET S =U L� 916 p;I' SI FOR MASONRY AFR.YGLTIOtiS iN MIAN>.OA7`COUNTY,USE OhT.Y M'AATDADE COUN7VAPPR01fED ..itINr�}•'!j�' ELCOULTRACGHCRELCOIN'QS.AGGREGATCRMASONRYA4CHORS, 1QT`litl. A L'IftC'JA W7T:3'.E. Fl PEA bb0.5 j 7. 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MWt10N CAP.r,,,.,., I va•lsa Yi.•0Y1 I:a•.tlxa.seal x.aa na ate} t ' MLpO CA}P lArllt. �T"r tYn"YTR+ �HfaTi�m Yf aaVAtrmy lyln Ytltka Naim` �Ya'Et.iOOLM AaAe01 Vasm AyroNQ ll.+(Os.[...psl ! R•-7 jJ$ T+$F M DQBTA'W" Nf•A5 pR I j Kfl*ih T _.. Mda.te.M..u•C_.1 yr telt• y •LS+ `i..•, •i• l:r .»_ R - ffi +r sTcnau,enrr r+ xod• .non arod and J aAe. rd u eu al . n• 'ME .'aJHEFI' if- •�' l+UttlOrl j pt tun tm'i.Ylsma a a.rmn!:no. nrA er w wA aaon ew 4tA nrA wA IIA Td mn tiaon CAPACITY(FROM THE TAOLEI OF THE SELECTED i Burr as cst md..amn - a d Gmn Iw Ib Gln .son Naid aws Nan nazn MUt.ttON.nFj{jLT•ttf2DAMCFAtUMAHt•AWR oaarun tr c.tv o.asa.t .I,r.. n. I.A r, uA nrA ,.,. _ r Y x - CJ'„SY+�ffYWIKNtMx;�€rVaGO.LQR.W14ZIA tArs 1 imdr•tmn aan.,.ueA .:•3aew. N a inn u m•• •Nrd f:sav nld 0 Fn',::ad �4 ADDITIONAL ANCHOR OPTIONS FROM THE I ri'^ xtRmlauY o f o ao% sbd nu AA n'A Au ad Yu xA Y4 A•A aA n sun Wou ANCHOR CAPACITY TABLE . i«rul:Atnxvti NOT E:FOR TIMOFFSSTCUP,USE1 fESAJVANC"oR PATI ERN AhO NJGIFJRNAIUFSDL9 PF" AJOIAA"Lp"t 0Fe4,'::Gt:t GN TIS 3Y•13•., Q "'•ICG•SEf ERE1.GJlO StiEtT 3},:t.E COtUvIl UEG•R dr -Ph{OaIM 1 VtED.fRCMTAELE t:k,S!•fE7:5.i�+t:A+'A�:Garr».uttti:f:%i"`a:•.CPEl:UtG+fEu.'t PRE.°SURE CF•1 i1C.V Pyr Y,+ttCNEYLECOS:rE 'pyyylfyrar� � '-c� 1 4 FIGURES^II I ) FlGURE I REOJ'.t:NBri:fQRPrr.OPEJkr:O.v4C 44Y Gf:t::CbmTrtS APRL4GA;eUN W:E:hE NI•:>HiR CtPACIT%kEY]f.^FIES OF S]t:i14. Wi.•SaO'+{ Ho- •.+A. + { {4 1 Si f - r t { TABLE 7Amilli g tILQkQ a Ttlb DatAHPQ{4aftP H7an1412H/ial4lre ttHfe76)0TOp4PiPO NaOQf ImI MO30INyq)1mre07ilst7J FL' a. ap 4p 0. roF Imp 122n tun lalh Yy b n«r.�Pm lw*-w +. +i a ym3 1t1r0A .dTAA15A tLaAV helm INfa2 t-LA [lt1V Loof42 4-119 L4.Lq L-av 4-tp LaWN I-" (--ptt t-.W t--4 t--ft 1+7+tl i..fY g 11 1 Ig 1 11 Jill! 1111I 1111s fill, 11111 1 11 1 11 1,11, 11 fall 11 1,111 1 11 1 11 1 la a2F U00 a1 proal u6, t4A ix tRP aii t4D 74 IRA Nf 146 M IR4 f4 ii-I 114 1311 t4 IA7P tNO UPO 421 iNtj tfPi IAO at W&I'm 1716 of 1111 141 1720 in J 4F H*II 701 1'".1 at 1 A tl0 In. W Ma m U0f WD in. 114 IRO Ni 1116 iin 146 707 2116 114 mat 40"1101 114 1700 m of 1.1m 14T 670 T4f tIH 140 43 � _ •Waal Ing 41 1 IMAJ M I}t+ 47+ Ina ai NTt -TR ROO us 145 1103 HPO a2 tU] 44 141 14 41;.5 WR Ina no art I Hit MR, to a,lialt 1704 40 7)e Im Ina Ia `1 -4"> D7 Ith 1100 TD 112Q 00 Itl] 107 IUD Sot U12 107 1657 W 411 707 lab In 1011 al 1410 T4 No 101 141.1 ?to 4" m 14'10 1W 641 m> me 1. ate SW Ing TO Or w Q 0 all ml 14 HtD as U7t m a" 4It tWt an t1" 41 412 m Ht] W Ha ny A5 fa 46 m Kt t4 •A6 a4 III Rf !04a1 1111114 YI T» 41 a; � � 6 u UU to 140 64 mm too it'. 6H ITA lm 6.9 017 R2 m at 411 6", 74 aA al t0+ G 41 126 44 416 151 m .6 m R4 al awl m no al 172 13p 1600 122 1191 m f5] Tt2 501 HI 4.T !aT 40' !41 1113 OCr U; as a. 017 >I] as a0 DQi at 371 M at N- as 718 OO7 62.7 NI 41 al a7 04 Z W >;F .III /U a! W a0 6. 730 4I1 92 4 G] 4M 110 64 Vs NI 414 %=1533 aH .4 {147 f02 1407 4A 610 tlt - 292 510 NA ID 2311 SU 41.2 24 3 MF pi 704 701 151 4SA 44 1314 Sa Nt 704 541 a} N- W u4 144 2U <4 Y♦ ;4 x14 atf 414 )44 rib aM q] m xt as .0 41 It? t54 41 kt 7 '� Z tin W 4H WE 41 IL{ aU M6 )1f 416 5x 416 .141 40,1 to 417 270 4.T aY HI IU al 14 4.1 35• N.4 704 >•a ata at aU at x, at t-a 122 L) TOP III 277 N.T 210 xf of M4 iM as air m 24 x SIt :4) 24 ai 270 w 271 701 I2! a).1 24 N.- ]a 4D m 41 021 t23 IA Z WI d a 1110 x70 tq na Tf 2I] m 2A9 m 2A4 m 211 214 214 717 41 2.1 111 41 a6 241 118 lq 1014 217 241 n, ra aU F �iyjjz 3 t06h 243 iU 211 SS 4. 2R 701! pt qa II7 H5 tN 1/.1 +40 14 } N x y Itlp 723 311 ]]] 4- i4I 21S iwl In laid'" Hl Ia W A fah -to IN1,711>Q N Y APILE 3F, x 3 MO4Ar 1 T4P4 uD7 ANCHOR CAPACITY ADlU9TI6ENT F0IIMUW 0. r � N 1- 1 {taAtlwl waI {Dirt'X '--).PncNzRcAF._IM 17691 Y [-N•aTb -IOftM elt SFlGPtk01m<m iN'6Lt U0NmA6r-4.4+ team 7DPw.s.6nle Np e7:a 6031 t+•t.m51 UAUACIT ReQU1 A70 ORRCStONIXNGNOR 1121S I�.? r }vr F 64 »a ACTUAL PRESURE0'CORRER94TFO THI AY /• fs'i• .bur tlM• Ta• bur r tsr 13 ACNNO.W SYREREOUWEMEYT FDR T{fE46u ma. auto >.>a ura ft-b wb silo- h>+r falr CAPA ITYtFRCAIT THE D 7.7721,6OG rv..snpL C4 a •ab rwa wA --rA wrb a:A CAPAC6tY 6FR0:{TME TABLEtOFTHE T.FL£CTEDaaa Imo IIOb iron ma CAPACITWHICTOCUA"INchst Ofr1M,OGl ho YSr>AA n6 HCA NA W Mt ILA A NA GFwG1iYWMCMaAY0EN4£DTOG'UALSY lauta ab Wa Nib Fa" »a llaa ADDITIONAL ANCHOR OPTIONS FROM TN£ w«uroa , iwa wA wa12 rA nw iNA e/A IV 341. aub Smb ANCHOR CAPACITY TABLE. NOTE:FOR The OFFSET CUP.I=THE SAME ANCHOR PATTERN ANOANCttORYALUE3 AS THE STRNOARO CRF, (" CIRCLED VALUES ME USED tN THE EXAMPLE ON SHEET 2A. v MICTREY7s7A �••J76fiatl.imkAmrk'll a=1.lacm. FIPIAI 1• FI:.t0tF2 Ac«aers ND t6-a21$.yj �_IL�J • • • 1)SEEND>SS '1 vow•`•.- E-phmlP+l. ZOyI S7 SEESHEETi FOR I GENERALS ON USING THE TABLES AND SliF.fiT 25 FOR INf'CRMATHYt ON,LOADING. R SEE SHEE792.a FOR GENERAL tNBTALLAriS+METIW05. 2(I{• 'I Pm>unt]�Ii AGURS3, 2)LRIEAAU.T£RFCLAT'-0NREM£EN MULL LENGTHS ANOCNI OPFN4YG W(DTHS IS ALLOWABLE. ! tYltit{L>a.7.Y 1177-i 1)tIAALNt7 AND 4WtU0N CL;P$SHOWN ARE NOT TOSCAt&FDA EXACT DILIEIISIONS,SEE SHEETS21.27 2,7SC' `.j1�,�LCf14CF•.{F,n'� • f • • =FSTO FGURESS NOW SUGGESTED. UGGESTED,APPROXIMATE HDILELOCATIONSi tiEST(UCTWNS SHIIhN Oa SNEETS2V23 T: i ANGLE CLIP MUST UE USED IV PARS. 41 SIXISTRAIES:CONCRETE SHALL CONFORM TO ACT 201 SPECsr^,.NTti7NS,HOLLTRYAND GROW41UW FIGURE 4: F.GUFEb: FIGURES: CONCRETE BIACKUNIT(CMU)UTALL CONFORM TO ASTM CAC WOOD SHALL BE Prim-JR.•TREATED - -^•�•-�-� YELLOY7SOUIMERNPtNEWRHAVSOOFOSLALL4AX1i{DASNAL6.SEEA6STSAb6SEAMRttt41M OF 12S G•• O lu;, TrAsT.12STEEL FOCK)ITOSE ALANCHAORADEbAND OASLEXM AT STRUCTURALETEELTO GEAT BY04D •-C�a %�f, 1'X2.76'X.770•M:AItON « • • l£19T.123•TMICRANOA04.ALL ANGIORG INTO MDTwL 9MALLEMOIO AT LEAST 2fitREW SHRvtOS UEYCND ,,-t,'rM1'�OInU�••G'; THE MATERIAL/108012 ANCHORS WOOD MAY SESIEEL I"S.ORAIQSTL " FL t3QT05 i • 4 'AmerOar E 017' 3w <. 431 ti}' 4.CCT 4--0- 287}' IA07 800}18 KUM. 2.12}' 7.wLV 2MANMEP c -.t]5' w36CttON EEE SK4P EpelaI AEUY. a04}TB KUTA X•SEM .12}' ./2S -.125 X-0ECT'ON ttTA} j m s 115 o C! 12 .125' _� i CENTER 6f ANCHOR NOTE Vl0T tlEttthta4TS$ j W .� l_, .)7}• .fESJ .17}. 0.ASREOSOUROARY.SITE SHMSF20FORIKE -i t- ANCHORO.C.OISTAPMEMAKO&AANCHOR 2 p.. y t'%M%,t]•1 r r%+1•IJiO' 3 1'X9%.773' ROiE OWtETER'Axa6A6WJE.iEA.t7fff•. 2 LC w Q MUatSON A0A110N '1'•bAXUON -0•SCO'-----^- +� m ti CXTa ALUV 63M1}TOKUM tQJJ-Sa At1y[. _._ GTT/1€RE70� �'--- }'0 �-�'-' .3tS -'-•AS15•.-.-t-CREAXFFC.GEC .3T5• QTS' Q tD %dECT%X: XSECitGN %�SEOTWH MYi. By tin � OETAA F.BAEET4 � 136ff 7 37 'r___..-__`* t r__".__`-• { .376' LIMP 1.250•- � i I C�j7TEA Of T_______.._.__..________. Y 3�0. �?>; A+ICHON NOTE ; `ABTL g p +++ + ; ' WSTUENIT" 1 J a ' j trE Oi3.w i i BOI:NOMY.4€E THE MCNO --T+ff N:OHORO.C, F '"t '� F 2 ppp333 1p 3,4- + CF { D3TANCE N <If C 3T7 3250' 4AXXFIn1 1 � N Z i i S .i;;TXEA aE 1 W •,ta• .tor ' _______-.-_-^' a h'PISOR _'.2_...__.... __..._.__.. � � GAYEFER•1tSP. a.. ---- --------------- A00- � 3 'Z 1 1 _a .N �_.. .i W' .^ - 0t< -. -._iy. E ,• BTAAIIARDCL. OCU, 2MO T; 2 MP 11 CEMN THE ANOS42R HOLE MUSTUE T63•T6KUM a,'83-T0AW13. ton EW .8171-- -'i 830'~- -.NTTMiI THE DASVEO BUT„EO HOARY.}EE tOPYIEty to-vu 25 115'X321%.107 1 'x32rxt24• 1wx.wx,ozr SEETS5.70fORTkB ' TABLE r_ TABLE C.=W. MATTO" W SAkt" YMUCH O131A}1"E,Iw5tX7MANCHOR"OLE Q"p4Mlp1 Valw Eat Al4Ulat: OUOOROM VAIaP(0(EG MC8108t 007}-TLKWd 60�T5KUM. 00O0TSALLU ONYET6RANC"O IX"ETEA+1tT0' XS£CIM X'SECTAri XSECTT9 \\\ i TP O 1ppp t35' O p.K9 X.024' I1 2U➢ AVIinXn .4 RUN- T--`1Ke17S' .375 _...._. _.S.yp, _.__.�._.� 7 Lpe 1 S w Tiro Uu 1.37T,� ,115 1.EJr � PAR x.375' F 3187 1'% X E i •L O 0.57 .19,v c Ltd X.BIC T H 2430 Aur.4 A M 1. 0-mm 1RA tBY.V(SOO 1 1 i-.. __-•i 1 - -__.. _� 1 30.0 S•r 1 3]SB nib maw, 1 UW 12PX7.L; i ]At3 w nv;N.ey1t 1�oltir h..t< Mr I ; t ! t n a.7N z.sar i ]aTa <r pa tau A-j- ty tG-OZi5,a3 / 2 i 1, S AS.w.m R pAst Pne fFZI 37 1 / i i 3 TWe MAT fli J lH {j 3250'45'EAY IAAT3OX 3267 i I( 1 1/ T E D M i Erolet 2p'BAY tttXWN TWO. AIWT WS}TBKWT 1 MvO iSwnllpn E'Ot EattB 1t1S wsEcloN t 1 tyt4t{3,.trh� XSECHTTN (W 41q YWbe iq.C1$•Om*HCa V44. AApla Clip ; (311... l;r T- f0 OSFSCT CiB' i'Xa•X.f�"ttp7 49184 tCa'llm C65H.+'"'V acem d LmSIM _ 1. .775'J .t14' t t.01T.T8 ALUM. rxa X.As nil 6:810 OOM" 6LOn23N 6043<M COSSUM •l: Imo' -.LBt•-4 E•981•«8 TOPYCW - - 114'+3T T r XO7t375"1•n17 86X33 =112V as,M- [04- -Hm NOTE^✓• .7<!S'- -4 - E t.�u'X333'X.tt7r i']S n," MMfRo"UM OAMM twIlsM _ :v`• ��_ 1lHO:E3 TO OEORl1EE0MT!¢FIE1D f0EtO'NE40 O7l+.EN5l3NAL RESTAICTICNSlTYENON TlBS SNEEF. 1,25'X335'%.6201141 20161 `IMPA Ofdi1.m,.M 64EZAt1M 6L05116V ''3•. T'4"tE�� ..uR� SIS 93W%.t34'Tt0} 20'02 (MMIM tsxfl2Et3 655TASIA =HM 21 SEE SHEETS B-28FOR SUGOESIEO.APPRO%WATE HUE LOCAT1USfi. .WOg4YOX) two NA NA N'A -Sim ........ 376CETA4EGXC2.4 FOR GENEA+At.U:3TASIATiON NCSNOOS a30eTatM7 80888 h`A riA ICA 0553,19, + St` A Urt+2j ttEN:A.E. fL P. 110701 t 1 + FX•„AMPtSA t•SWGLS VEATiC 'k"GOv ME BVLENO SUBSTRATEtS RNOMTOsEYAJOO OV ALL FOUR SIDES FiWtE OGFTNiS 2•tfr.TNF OPEtmtORECNRESAOE$K83PRE4WRE OF•EQ.QtFAAPSF. fl _Itt?u•O[ygs_p MAD tIUiITUL1Y A33UliN0 THAT A I'WDE YULU04QI SUtTABLE.•,HE MULLION LENGTH IS Tr ANOTHE OPENNGWOTNt$U"33r1'•G6',ft{lCRCNCHIO GYLET MTHE COLUNNUILNG P RECTAt4ULARLOADNO7JUST BE USED,SCAN THEMULLION TARES FOR A MUSL�ONTHATI2 AT LEASTTNE L'AYOON FRAYS.DEPOT OP M10,MA YP.LWIT OROPCEEDTAEREOUBIED •S DESIGN PRFSiURE FIf[EGO'•80APSR.61NE iAi0.E OOEe h'OT BHOYtTNE€IACF S¢£.USETHE tiE%TLAAQER SR£AVASADtE. CTit �••-UE SOP FROM TABLE 3A SHEET T,THE t•X11"X.375'MULLION"NOTH.?r.OPEn1NQKTDM.TnMEIS Tisa DEPTH RE6Jl+ED.MCWEVER MEDE5M IPRESSURS IS N•3S3PSF ANO WICULD 1 FA40.ELCT3 DET NOT BE SUITABLE FOR TNS AFPUCATIUt Y TT I F.O.iABLE[A SHEETS.THEt•kII.t3•X.-W"MION¢FNWII.Yr.OPEwNOritDTH+Fr)HAS ADES44 PRES%REOF•/•TLT PSF NIt'PIEXCEEDSME RMIUZEuENTSFM THE it ! OPENING AND MAY BE USED IN IHISAFPL'.GLTICIL NOTE THE ANCNIOA CAPAVIYREOUFtED OF 43CL03, 2)OLE TA:iF[O TOFL•OTttE ANCNORTYPE.AT;tHOROUANTi7YAt0 QfPTIME RECUJLEOfOAMEKTHI0 SUH57RATE DOTNME STMOAADCLD'WtM(4)012AKCNCRSM43TNE2X5 m I- 1 AMLECLWS%VIIHj)tli2 AXCNOR3 HAY€ACA➢ACFTY CF EEG LOS MDUGN ElTH£AOFE COUtOBE USEO.it�STiU4TTtFSDi,1.1f'tS EABtEATO075TR{.L. 7/J - DsC8.L:T[tS.EEST B3. 3)YER6NDEEPAESARiE OF STMTiRMOTS USED EN THE EO1 PRB : APCTHWLL O:AORALA55EUY.RNEVESISSUEREQUIRES THAT IKE BOTH THWO14A'dITEfENETRAI70NPRODUCT RE HiSTAL2ED WACCORDANCIEriTAHTta INSTALLATION WEVFICATIOV8LTO RESPECIPIE SUBSTRATES POO FENESTRATION PRODUCTS10 LYVLLWVLV WNWUI � N OITHISEXAWKF.M'c0£5'GNPRESSUR£REOU REQri`A9a/.I,PSf.1HE0YeftAttlfi,):LANSYET€R!W\SDETE.1.TOHETT.t➢.Sf YAOtAN q:Ct+CNCAPAC4ttCF836L6S•AiiERwLTN1Y. iv 01 `� NDANCItD0.3NNYAJ54Y&1t INE APXOIOR CAPACITY FQ.VSIHENT FOR•ILUCOULD HAVE BEEN USED TO MCULATETNEANWOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF W PSF: --y��---••---- N ... R •�Lt-wALwDM LtOPSF)X{435 t85 +S2l4 LOS (MAY BE USED TO ETUAttFV!/SI BTEELSGREri'S FRZMTABLEO) 72.1 P3F THE HULOWO SUSSTRATEISMOML TOPE CPAJ ON THE JAL103 AND USES AC04CRETE HEACERANO BEI.IHEWFOOWFAUE OEPl1iIV;-W.THCOPM4GPFQUREHA = _ QES:GN➢RFSSURE OF•51dA"+OPSF, ) a FORTNE VERTM,AL MLI IJDN: � ,Z a 11YLIIM14YASSUMMOTHATA rVKDk WAUONTS SWTAMC THEMW.14fl tEHOTH13 32's72•N'ailb•MOTNEOPWNOWOTN 15 M-38'N'4Tj REFER'LJl-WO SKEET=. THE COWUN USING RECTMOMLAR LAAW4 SHALL BEUGCO.GOAN TK ATULUON TABLES FOR AMUUJW4THAT IS AT LEAST THE WMDQYNFRA)PLE DELRNOF 2.3W AWWLL tyJy f.MALw.Ex WA, EUULL Hg MET OR"MEDTLE REOUWED DES414 PRESTS gCF•S¢Ct35.4PW.IF THE TABLE COBS NW SHON INE EXACT=USE THE PEW LARGER STS AVAILABLE: N J mt'IH•y FROM TABLE lA SKEET?,THE 1'X2.76`X.315-LORLDN(LENGTH+ter.OPENNO WHOM+E?).EETS THE DEPTHREDUMLED.HOAIEYER THE DEWS PRE'SSUK Mi-5:PSI _ r A'CT KDUIDNUY BE SUITABLE FOR TIPS A P,'CAI*'4' )- •,J /�.•• '��"\ FWW7ADLEt2&&12ET 1L Tt1Er Xt'A.MG'A5Rt10N iLEND1M+iw.opEmm.DIN•GO'JNA4ADtswMPE53Uu REOF•{gt7 p3F V.1CCN E%FSEDSTHE ACGUHLnt'NTS , / �.ui FOR THE OPF2LND AVD I,AY DEUSEO I!l TH15 AANYICAIVR NOTE IIIE ANCHOR CAPACITY REQUIM OF 471 LEE. -Xte LRtAM1ti. \ y^ p' K it`E51Mlvp1 �% \ BECAUSE ITi3 t.'OW KNOWTL THAT TME AEI.tNINNT.t ADO r7ODE WIDTH OF TKVULUO LHAT.THE ADJATWOPINTIOMtDTMIS WtW2bTt:NO TTrASiNTEYTOU"JW C EL FAOd1oA�CTiK >) ASSUMED.VERIFY THAT ME MS:GN PRESSURE IS STILL ARPUCABLE FOR THE ADJUSTED OPEMW,Al TERNAINFIY.IKE KIN70Y/ViDTN3 MAY BE REDUCED TO LwIMN \ 1 THE TTDWtN51Ov{25.1?•33•t?•r+Irl 4 \7 11 USE TABLE 12DTO FIND ME ANCHOR TYPE,AVCHON QUANTITY ANO CUP TYPE PECURED FOR ME CCOMETE SUBSTRATE,NINSEMWLE,AtSIRIB ME PWJRED ! Ytn _ CCHMETCMCAD£RAND su ARE WWDE.:f THE MULLION CUYWERETQBECEWEIICDWITHIN ME 4•,CARE MIST BE TAKEN TO MANTAW 7MEFASTENER5EWG Ot5TAHCF. --� -�� - THEREFORE MOASLII O IKE REOU00D AtCHCN APA=OF AN EpOE OLSTA•xE OF 2.1R'G1VE5 AtIANGtWRCAPATA3YOf ttl54tBSYAtOt6 GREA2EIt A7:t} cu SLY[ THEREFORE GVIGBlE,FOR THE REpUOTED A7gtDXCAPACRY OF 471183. T?ENT•G tTYX N 4E1EGT7 Eo!1R t!P-Awdff-WA—%wn FOP T BECAUSE THE VERTICAL.MULL WILL BE AT X A`X=53'MULLIOTL IN 7149 EXAWPLEWE WBL MATOi WE HORf20NI&AND.VERDCAL Y.ULL'ANS,ALtERNATIVELY,ANDtHFp AIULUQN TYPE COULD TLE CHOSEN. w.tAil T� (,Ij� 'ROIHN.T REYLIIBi f'l �l 1)MELIULUON LENGTH IS 3G'AND MEOPENPLO HEIGHT 1332'•TS•T+t4c.REFFRSNCWO Sf2ET 25,1HE COlU1A'IU"•JVOTAAPEIODAJIRw:0ilAR LOMD:O4NYBE USED.FRCAI TASLE t2A SHEET 16,TK rXK A ISO'MULLO"JoLEUGTNa[r.CFEMIGNEi W-12D'1HAS A DE8,04 PRCSSURE OF eT•M1TOAPSAY.TRCIIEMLEIb3TH8 by �,Pl),IP IG•O21ES•O� 1 REGUTIE.ENTS FGR THE OPENING AND MAY DE USC/W TNU APPLICATION.NOTE.HE ANCHOR CAPACITYREOUM OFSTt LBB. C INP[ Z) EEE DETA(S 2143£TWE 123 TOfWDTNE ANCHOR TYPE,AHCHORCUANTITY HID CUPTYFE TIEODULEI FOR THE CMM GLhTStELATE.tNM.^P0WWIE,ASSUME MEGMUJANIS ARE P OF CHEETS WOE IF ME MtgUDNCUP WIRE TO BE CEMERED NTIMATHE 6',CARE MUST BE TATER TO MHNTNN THE FASTSILI SEDGE DSTAINCE.USPAS THE 20 ANGLE CUPStYM Mian U." `�^N I-)MVI)7RACON ANCHORSAT AN EDGE DISTANCE Of I*OWES AN ANCHORCAPACITY OF 510LASVSMCt11SOREATEA ANDTHEREFORE SWAaLC.FOR ME REOIARED tf 11111' —_..^..L. AN•'CNORUFAdtt OF$21 M, 74, wu:c ysN-•'��---,•",,Lwy [IfOR HE LLCt90I'fItCNOtTgmDN,.l141CN TO VERTICAL MRU0r1,USE THEEWE ANCHOR CAPACM Of 521 tM TAME 120 FORTHE U-CLP W.pY3MF N:CKCR CAPACITY M 10Ttt83riMEtiU$'RO]A'IU.ORS•iYN,U1tS O9FATE1t,AVOTe.EREFORL SU2FAStEFDR TK AE(t1NEDA'fCNiIXLCAPALRTREQLAP.FJA£MOf 52t tE4 ME �` ; •-0ecN.w3vo1HFDA YEnlra:icEL AVCNOR TYPE 13 A 413 STEEL SCREW, con cAN:s FRDUTHEADOVE STEPS,OUR MULt1t#i 2GRO PRESSURE IS. yy..,,,,,, —?OO SF fAOMlTH YEATICAL MULMON: : '..T 51; 1 N•1700PSFFRDM ME7C HOW20TDALMVLIME ATTIICHLNIO TO CW. .`fl `"�l 1111 'ILA;• •AM170GPEf FREA31NE SLPHQRRCNTAL LRALlOH ATTK1/.N01O1MVERTW LUttIO'LLWI€AEEDIiCR1 1A IUB TNELOWEST CESDN PRE53UMIS 11447 PEF ANDtl'OUtD APPLY TO ALL Or TNEMRUtTLS, • ,•.,•>:IL;1rgT,: VERIFY THE DE810H P11232UPt OR THE FCNC3TMNON➢ I;CTO UT•FO MYK IHM MULLON SYSTEM ME 1OVXR DESIGN PREWW-OFM WORS OR FEVESTRATION A'I IrIJ;)(,)nL,��,.• PRpDUCT4.x7:,LAPPLr Tp THS OYEAtasl ASG4uSLY.FR:At OEEAGtTPRESSVRE AEGtARES THAT Itff 6OMME M41UOIiAVOMEF'ENEST[NTFSIPRtXAtCTOCiN37ALLEDW ALY6E3 MtL'E)4,P.6 AOl:OAUAKCE MTH THE CBTALLA(VN SMOF"IPONS INTO RESPECTmE SUDGTMTG9 ARP—XS—a +ADDUCTSID.Uttt0T1. 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USER*-Public Userpr - a::2:s&43:nsP:ix+ Product Approval Menu>Product or Application Search>Application List>Application Detall Id, f FL# FL15186-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Hurricane Fabric,LLC Address/Phone/Email 1505 Poinsettia dr STE H-3 Delray Beach,FL 33444 (941)893-7900 scott@hurricanefabric.com Authorized Signature Scott Purcell scott@hurricanefabric.com Technical Representative Scott Purcell Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach,FL 33426 (941)893-7900 scott@hurricanefabric.com Quality Assurance Representative Yehuda Bar-David Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach,FL 33426 (561)742-3756 yehuda@hurricanefabric.com Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John Kampmann the Evaluation Report Florida License PE-47516 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Keith E.Lorinos,PE ® Validation Checklist-Hardcopy Received Certificate of Independence FL15186 R3 COI Certificate of Independence 15-045.1)df Referenced Standard and Year(of Standard) Standard Year TAS 201,202&203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP 8K... 4/10/2017 donna Buiiamg uoae Online rage 1 or L Sections from the Code Product Approval Method Method 1 Option D Date Submitted. 05/0.1/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Date Revised 07/23/2015 Summary of Products FL# Model,Number or Name Description 15186.1 Astroflex Fabric Hurricane Protection System Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS186 R3 II Installation Drawings 15-045 odf Approved for use outside HVHZ:Yes Verified By:John Kampmann PE PE-47516 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +80/-80 Evaluation Reports Other: FL15186 R3 AE Product Evaluation Report 15-045.odf Created by Independent Third Party:Yes Ba Next Contact Us::2601 Blair Stone Road.Tallahassee FL M99 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to.a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click horn. Product Approval Accepts: �fEf if CaICf Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsideHd6ieP8K... 4/10/2017 Bit all II.- Allofil ;o 13 ale 3 HU 1Rw flu a is a a S3 Id FRO MI ns�pnnan8 gay EE ',p; I Ali -Mx Ow a's 6 13 03 F3$3 13 a IHIN11 ot N ir AIR 11I A rot .*..San 0 0.13 0 8 .0.R084448 ..0—opla ig J0 413 8 0 1! 2 R 13 13 13 8 13 M4#W,I ot=90 IRM momMMr Ong M �q ASTRO FLEX HURRICANE=anFAB=RIC.COM LLC 1 xx/xx/xx-- MEA PC Wind 'Abatement System CLWM Mo alas ENORGEM INC 3 m 1. t • . 0 �► Oso z zeo > ' lb C a4a � 14.3 7 0 z..._ OM lit a $ � O O O m �-1 o a o > A 0 20 PP � r 0 wry Z8 T _ �q 4Cqq yy gg�� +t x"'i iT -2S a L3` L'f O N Rip 1,4 VAX SCREE1i SPAN � � � K"FA'TElERS � � Ego i#Ta R§ Bil z > 17 Z a X0,4 M QOI-1M MMOOM MFilII<no/,p�1 WNJ a�rywc ..J"— ON Doom= ASTRO FLEX HURRICANE FABRIC.COM LLC I XX/X`rx"--ra on amw 01 It/I EA �. 8 Wind Abatement System +� E1i° �G N � uMURwnvanweiOal S FL 15.186-R3-NON HVHZ .• ... .•r ENGINEERS, INC. + , _�,T COASTAL - GLOTECHNa vvww.meaengineers.com ;, 'CIA PRODUCT EVALUATION.REPORT REPORT NO.: 15-045 DATE: Aprti 30, 2015 PRODUCT CATEGORY: impact Protective Systems PRODUCT SUB-CATEGORY: Removable PRODUCT NAME: Astra Flex Wind Abatement System MANUFACTURER: HurricaneFabric, LLC PO Box 50153 Clayton, MO 63105 §COPE OF EVALUATION:. This is a Product Evaluation Report issued by John H. Kampmann Jr.,-PE(FBC Org. No.: ANE2480)to HurricaneFabric.com,LLC, manufacturer, in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission),Rule Chapter No.:61G20-3, Method 1 (d). All products listed above have been tested and/or evaluated as described herein to verify compliance with the 2014 fifth edition of the Florida Building Code,and to verify that the product is for the purpose intended, at,least equivalent to that required by the Code. This Product Evaluation Report shalt be subject to review and revision following Florida Building Code modifications or revisions. EVIDENCE SUBMITTED., PRODUCT EVALUATION DOCUMENTS MEA Engineers, Inc. Drawing#15-045 titled"Astro Guard Wind Abatement System", Sheets 1 and 2, prepared by John H. Kampmann Jr., PE; signed and sealed by John H. Kampmann Jr., PE; Dated 4/30/15, is an integral part of this Evaluation Report. TEST REPORTS Uniform Static Loads per Protocol TAS 202. Test Report prepared by Fenestration Testing Lab, Lab No. 5777, Dated 11/25/08 for Florida State Approval. Large Missile Impact Resistance and Cyclic Loading Performance per Protocol TAS 201 and TAS-203-as per section 1609. 1.4 of the Florida Building Code. Test Report prepared by Fenestration Testing Lab, Lab No. 5777, Dated 11/25/08 for Florida State Approval. STRUCTURAL ENGINEERING CALCULATIONS Structural Engineering Calculations have been prepared which evaluate the product for maximum screen length vs.design wind load; maximum anchor spacing vs. design wind 5556 LAWTON DRIVE,SARASOTA,F`i.34233 PRUNE(941)922-3854 FAX(941)922-9564 EMAIL jkampmann@meaenglaeerstcom PRODUCT EVALUATION REPORT#15-045 ASTRO FLEX FABRIC STORM PANEL April 30, 2015 Page 2 of 2 load and screen'length based on rational and comparative analysis, per section 1609 of the Florida Building Code(Non-HVHZ). MISSILE IMPACT RESISTANCE: Large Missile Impact, per section 1609.1.2 of the Florida Building Code, as per Protocol TAS 201. WIND LOAD RESISTANCE: _ The product(s)listed above have been designed to resist wind loads as indicated in the span schedule(s)on its respective Product Evaluation Document—Drawing noted above. INSTALLATION: The product(s)listed above shall be installed in strict compliance as indicated in its respective Product Evaluation Document—Drawing noted above. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: The product(s)listed above shall be installed in strict compliance as indicated in its respective Product Evaluation Document—Drawing noted above. LIMITATIONS AND CONDITIONS OF USE: The product(s)listed above shall be installed in strict compliance as indicated in its respective Product Evaluation Document—Drawing noted above. Conditions which are not indicated or accounted for in the Product Evaluation Document shall be designed for-on a site-specific basis by a Florida Licensed Professional Engineer. All components which are permanently installed shall be protected against corrosion, contamination and other such damage at all times,Periodic inspection is strongly recommended to insure its continued safe use. The product(s)listed above SHALL NOT be installed within the HIGH VELOCITY HURRICANE ZONES as defined in section 1620 of the Florida Building Code, nor Essential Facilities. The;product(s)listed above shall only be installed onto Concrete Block, Poured Concrete and ',WStructures. Wflon Report prepared by John H. Kampmann Jr., PE(Florida License No.: 47516, Engineers, Inc. (CA-6752). :.��Y <�' •.p:;rtip. .cs- .