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Home My WebLink AboutNOA,4f6Q .1-1fi21 S&G _ a- r s ST. LUCIE COUNTY BUILDING DIVIS ON REVIEWED FOR COMPLIANCE / REVIEWED E9, MIAMIDADE DATE MIAMI-DADECOUNTY o PLANS A D ER IT UST BE KEPT N JOB PRODUCT CONTROL SECTION DEPARTMENT OF REGfiLTAFTBRINkNkfi 9flRL''9&6 §kW&) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County 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 AHI (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact?% sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. FILE COPY NOA No.17-0420.12 U Expiration Date: February 17, 2020 THE AIAD ALL PROPOSED WORK Approval Date: September 28, 2017 ARE UBJECT TO ANY CORRECTIONS Page 1 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted tinder NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123. 10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, (Submitted under NOA No. 09-0826.10) PrbXJorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNTiNUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted tinder NOA No.15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-61° Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &l35° corners - L.M T. approved on 08/04/16 and expiring on 02/17/20. L Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September28,2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135e CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZJNG DETAILS ON SHEETS 48 5. 2 DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GlA6S TABLE3 ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON. CRETEFLEX AND AGGREGATOR NONS. ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BURRING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ). B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9)TEST REPORTS: FTL-5980. FTL-6993, FTLfiW 1, M-6014, FTL-B075, FTL 1017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, PTL-6028, FTL-6031. PTLB033, FTL-6038 AND FTL7554 ra1C Gmn IYL parlplim DJa.eRom E[maarb Imenw4 N TnS'lemhwma: Wlaw olN1r H90Ma.Mm.09r PV0 mtrM4Ycf C31 &1r lmnMbt Rl LLm o(1l4'H9 Gm.a N1N.0kP PVB trAeaeYer d ]It6'Imnk'wte4: Rllla. o1911r N9 GIva.MP.09r 80Waarya 04A Nir LmWdL WlrTEXWw 0ea.Wn ABO'60 n.aaa (�+ 1'lamineba lQ:&1S'TEamam COPt3BAlf9Pw:e♦7116'lamWm6, LkeeolSlr lB GNe WN.WT PVa traea.Yef GSA 1'lmNn4Ma L0.:M4'TEhaaCep♦M1r Aksp.cetT/iS leMrmkk WUma alYi6'HB Obaa WA A80'PVB Laeaoyx d rtm,SMMa LG.:11rTEareaarap.vrAo-sPaae.rnS lmnnmba: RlLPnelY1B'rooma. Wn.wB'eoweera GSA TImrBW<aLQ:Vd'TEabla Cw,.R1r Ah 61de. mrl4mbmma: Rl Loe. e1911S'119 GIneAAM.DSD'60 b3¢Mya G7 rllm lanJlmtaa: RlLlaa al3nr AFAl DMa4 Wn.WP SG Ieeaafer WA MB'laNnnlea:R)LHe.ef1N'ANN DLw. WRn.BFD• so LWaa7w BE I'l>mdvMa L0.:S'1PTE[Ic4a(mP.3'S-Ak Spce.]nr Wamrea;R)IAee of Nlr AlN OIau WMJl9V 60 MmmYef rlmMIDled L0.: tlrTOmam CAP. Rir Akspsca4 mElnmNaba; ITlWsef3H6'ANV DMasxM.WO' Be GBA 'A .ANNEALED 'HW -HWT STRENGTHENED T=TEMPERED EG'=ABC' 6EwMGGUS9BY W YAMERC&INC O• ncclGN PRES6MEMTNB IMPACT MTWG GEE TAB[ES 1,2830Y MTFD FOR WRGE aSMP11 6HEET98,]&e MISSILE IMPACT RE9A4]ANCE CODE 618TANDARDSUSED: .2017 FLORIDA BUILDING CODE ``FSC), BTH EDITION .2014 FLOMDA BULONG CODE (FBC), siH EDITION .ASTM E1300-08 .MWAF&PANDS-2016FOR WOOD CONSTRUCTION .AWMINUM DESIGN MANUAL ADM-201s •NSI910a12 ' .AISC3wlD NOTES.............1 CONFIGS........ .2-3 )ETAILS ............ 4,6 ELEVATIONS ..................... 16.10 PANEL I SILL TYPES......... 17 CROSS SECTIONS..._...... 18.19 PARTS LIST .............. _... _. 20 Qfmr. GFAURLr�9 Anmor Group ancMr rypa Fnme Mambo] 6�cVem W. SIP DWMnca NIn. O.c. DNWnca Wn. WWI Ufa... A t12IBd 6M9, 6'Y=BOkM, F,p 05 ksp 012410 BE SM. (FFD OO kM, FP 110 WD NI 9 mRlm(60•0.55) wir 1 70 Izr 6()IIXUA 111Wn 5's- wir O.MT ASS smel &S' NIB• 0.05Y Gt, 33 Sleet am &4r 0118• a(MV084Mn) 114-E .A90.c O Fr=57 W, Fee WI AO (bwNW min 233 mo 1-VP T 1.VS ,Iamb/PL.k Flba SZO ASTM CSo r 3' Z` Jemb/PAook HalbW Bbcx 1M CSO 2° T 1-U4' AS saoBmm Pme SO.0.59 1' 1• 13�r B M2 SIW.I SMS(O.. 5) a almo130veoa.b4Ym4 mebl awebeml M smOMm PW 190a0.55) NB' ]le• f -� 'k°on yB' Dow AM Steel 3B' WIG, WIG, 0.050" Lt. u SWI SM w Br1o' 0.N5' IBd C Ile Ebo UlbeOm9 r,,,IWIW4F.=17]kN All �WM(min Wlml) 1' 4• ISIS . IP4 Wow MUI=,IM2-IWV 1-Ur 1N• Ena UbeCml® Fy=ISSkN.F,IUWI All Crown el 13M' 'Mmb l PA k FNea Blak SWO80 144- JmnblP4rook MlI,W BIook AB]M(WI 4AW 1/r 410 S90.0 CMWP O F�121.4 W. F., W-7 kel 1J'r Jnnb I F4wN Cvwam non&Ml Jem Phi Hollow Bmak 9TN C90 4Mr t3�r 1)WHERESUBSTMTECONDITIONSREOUIREMCHOMOER MMORETHANONEOFTHEANGNUKWIVUYD uva, CHOOSETIEANCHORGROUPOFT lDWESTLET]ERFORAILTABLENUMAPR+OVAL 2) ALL ANG W R HEko TYPES ME MPLIfABIE 3)FORSTEELSTUDS,MIN. A =46K81,MNFY•3JKN. 4)H�DMCNORBMU VAE OF MAYALSNT USMILENGTH SOTHTAMINNU OF3TION9. � ANLNOR9 MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSI MTE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMHDADE COUNTY. USE ONLY MWMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD ARE THAN i-lir PRODUCT REVISED lnn Pmaan BuOalnel WOOD SUCKS R OPTIONAL UNIT PROPERLY SECURED, 7X WOOD BUCKS ARE OPTIONAL IF UNIT IS PROPERLY SECURED, owun NDa-Ho. 17-0420.72 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2%ARE i-12°THICK OR GREATER. 1%AND 2X BUCKS EaPlrallon DP1n OTJ77M2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BY LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS N' a Pa onbe THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS IIIIIIIr NOT REQUIRED. IF USED, NO"HRINK NON- METALLIC GROUT, Ot p1Y LYryry MAIL 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY Aa,O ......,•. `�,y�S SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO VGEN3p THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED = 1F : Wm BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = :a� BY THE AUTHORITY HAVING JURISDICTION. 7/I�/!• 1 e 22 P.E. EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 ". MAXUNIT HEIGHT / PER TABLES 13 MAX UNITWIDTH NOR PANEL WIDTH PERTABLES 13 MAX UNIT WIDTH MOM, PANEL WIDTH PERTABLES 13 MAX.. UN� HEIGHT PER TABLES I3 NOM. PANEL WIDTH PER TABLES 13 I 1a MAILUHEIGNIT1 MAX. UNIT H PER TABLES I3 � L PI RFif TABLES I3a 3-PANEL CONFIGURATIONS MAX. UNITWIDTH MOM. PANEL WIDTH s PER TABLES 1-3 _ice• f�� tiX e>7 � Qm7 ert�m se. ruS�LX� fi[rQr t39�3a iGI�Lr CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS ATEITHER OR BOTH JAMB - LOCATIONS USING DETAIL"JVP,•Je.-Kw- OR•Ke INSTALLATION. EXAMPLE:+PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p%100(p, pXXXX OR XXXXP• OIIXX W POCKET CONFIGURATION CAN BE OMXP. tY ;2)10'1,135" CORNER CONFIGURATIONS CAN BEA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. g 1 �ZyS 3) FOR NOM. PANEL WIDTH, SEE TABLES I3. I,�$y�s$ •X'=OPERABLE PANEL, a j 'O•= INOPERABLE PANEL. X tar T I i -p'=POCKET DETAIL LETTER WOODMETAL INSTALLATION -e= c•CONCRETET E INSTALLATION SHEET NUMBER MAX UNIT WIDTH DLO WIDHT NOM. PANEL Y WIDEIGHT HEIGHT HT=DODR UNIT HEIGHT -iD.125° AC ., PANEL HEIGHT =DOOR UNIT HEIGHT -1.888" �// i /// 1 I 1/ 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH MOM. PANEL WIDTH PERTABLES 13 MAX UNIT HEIGHT PER TABLES I3 PRODUCT REVISED Pa P°mPlyl°9 with M. Fl.dd. NoA-N°. 17-0420.12 HE * J Nq bsam SERIES T/O ALUM. SGD - LM IMPACT ........ QflT'0.=AUTH d70tbe ywy a" 0.LymmlLL p0.p.E. MS 2 a 22 PG70V C P2a"M EXAMPLE CONFIGURATIONS MAX, TESTED UNIT WIDTH = 355-7/10- ® 96' HEIGHT 300-1/4' Q 120- HEIGHT NOM. PANEL WIDTH PERTABLES 13 NOM.PANELWIDTH PERTABLES 13 MAX. UNIT HEIGHT PERTABLES' L ILy m m LLM� • • ..?.ITa.a..l3alR.4'a 7-PANEL UUNI-ILIUIKAI IUNA MAX. UNIT WIDTH NOSL PANEL WIDTH t PERTABLES 13 MAX. UN r HEIGHT PERTABLES 13 I On WIN 101, Q7 ,i�D f i Qm9 im['l fml•'J Ql �mL'] &PANEL CONFIGURATIONS �x7.aFaurN>rmzce SO 7m CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jw','Je.'Kvl OR -KC INSTALLATION. EXAMPLE: MPANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)O=p, p)O= OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OV4. 2) SO- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X'= OPERABLE PANEL. 'O'• a INOPERABLE PANEL, 'p' = POCKET f—DETAILLETTER . W'W = WOOD OR METAL INSTALLATION d=CONCRETE INSTALLATION f SHEET NUMBER DLO WIDTH-NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT -10.125' PANEL HEIGHT =DOOR UNIT HEIGHT- CAW - PRODUCT REVISED es POmplWng wiN the FIoHEa Bu➢mng CCoodde N0A-No. 77.0420.12 evpimuon gam 02/1712020 111111III17 *: NO.58705 0. 3URA71ONSavioa.: G\� I. SGD-LM IMPACT ' 11.. .....I owva. A,LmN N61Eli.FP g 122 PGT0130 C P,Easer9s GLAZING DETAILS (G3 G3A G4, 134A, G5 & G5A) 711V NOM. 7/16' NOM. 1' NOM. 3/16' HS GLASS — 3/16' HS GLASS 311W HS GLASS 090' PV .owm .090- SG 3116- HS GLAS 3/16' HS GLASS TO 311T HS GLASS 7f 3MI AIR SPACE 74 3/18° T GLASS g 82 _ 83 IX7FW� 3/4'NOM. � 3/4'NOM. GLASS y4•NOM GLASS /� Y' SITE 7241 GLASS SITE BITE FMERIOR eo a I9 u14 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 9H6' NOM. 9/16° NOM. I-NOM. 9/78' HS GLASS 1/4' HS GLASS 114' HS GLASS p90• _ pyg .090, SG 3/76- HS GLAS ,090• 1nHSASS 74 1/4°HS GLASS f4 5116°AIRSPACE 74 1/4'TGLASS 82o.374• PRODUCT REVISED NGM. 3/4' NOM. 3/4'NOM. Now -Ho. 17-0420.12 F�(TERI ��5 12a127 02/17/2O20 GLASS (7GA66ertE B m n. a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED T'=TEMPERED 'PVB'=.080' TROSIFOe PVB BY KURARAY AMERICA, INC. 'SG-=.090- SFNTRYGLASPBY KURARAY AMERICA, INC. crnr. pFAvm.wnm I(-( wmmBumvmW6 ego->Ip NQ58705 SEE SHEET 15 FOR SPACER DETAILS. f J2: iOT STw GD-LMIMPACT Tw " 22 PGT0130 GLAZING DETAILS (G6 G6A G7 G7A, G8 8, G8A) i• NOM. 7/16' NOM. 3l16' HS GLASS 3116' ANN GLASS- .090' SG ,090- SG- 3116' HS GLASS 3/16' ANN GLASS- 378' AIR SPACE 74 3116 TGLASS a3 3/4• NOM. 124121 GLASS BITE IXIEPo�R a80 � V NOM. 3/16' ANN 3/8' AIR S 3f18' T GLAI GLASS e�iilm 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1• NOM. 9/16' NOM. 1' NOM. 3H6" HS GLASS 1/4" ANN GLASS 3/1T ANN GLASS .090' SG .090" SG 3H 6' HB GWGLA! 3116' ANN GLASS- LASS- 5/16'A02 SPACE ]a 1/4N78•AIR SPACE ]4 1/4' T GLASS 1/4' T GLASS PRODDCT REVISED lying viNtinti17.0420.12 9/4NOM.12at21 3/4'NOM. 8 E1za1 GLBSe"pl`nvonomo02/77/2020 GIASS a BITE SITE pRENOR .. .. EzrewaR 64 55 � 1" LAMINATED I.G. GLASS TYPE G6A 9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: 'ANN'-ANNEALED 'HS' - HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 'P=TEMPERED faroTEWN'IDRY: F :c -PVB'=.G90' TROSIFOC PVB BY KURARAY AMERICA, INC. MYEw�nyv4 GLAZING DETAILS 'SG'=.09T SENTRYGLAboBY KURARAY AMERICA INC. (649+ar1wp A: SEaRmIEnSp 770ALUM. SGD-LMr IMPACT ACT � ] C" 0MM e22 P=130 .x f00Y4 `ttlU uunrry #'j N. 58706 '� v Le 7: Design Pressure (DP)and Anchor Quantitla, Required, Maximum DP for all sizes: (for all approved configurations on Sheets 2 & 3) +601.60 pelf For camer"t,9d mchom9e or, 90' m I w wmer wits, ...het 11 (Nor be 11mled ly ToNs'A) Door LJna HeW ToHO appilee. Glass TM 3, 84, 3A, e, SA, 7, 7A, 06 SA and -- T9-T/8' CLO 704/8' DLO 97/B' DLD are SNelAal2gal Typos shorn AncharG mp McM (4wp Anornr Group Anchor Group teW . A 8 C D A B C D A TO FC D A B C 0 HeaN391 +1 Gaf G+1 G+ G+1 DI.1 I GN (X.1 I C4.1 C4+1 G+1 G+ G+1 G+1 G+ 24' Ir Jamb B B B 8 8 a e 1 8 B 1 8 8 B B B I 8 I 8 DLO p-111 Ba7 8+7 0+7 6+7 7aB 7+8 ]+8 7a8 7+8 7+8]a0 T+e 7+0 7a8 ]+B 7+8 Head/SIII G+1 01+1 G*1 G+t G+1 GN G+1 I G+1 04+1 1 G+1 G+i COI 04+1 04+1 G+1 GN S 3m Jamb 8 8 B B 8 B 8 B 8 a a a 8 8 B e DLO P4 8+7 B+7 8+7 B+7 7+e 7+8 7+B ]+B T+8 AB 7+0 7+8 7+8 7+8 7+8 7+a 11eaN8�l C4+1 CN1 G+1 G+1 Ga1 GN G+1 04+1 Gat G+1 GH G+1 G+1 G+t OH1 G+1 38' Jamb 8 B 8 8 e 0 e B B 8 e 8 8 B B B u IX�A P hook 6+] 8+7 6+7 6Q 7+e 7+8 7+8 7+8 Aa 7+e 7+8 7+a 7+a 7+8 7+8 7+8 HeeN301 GH Gt1 G+1 G+1 G+l Gry G+1 G+1 G+1 (4a1 C l G+1 Gat GN G+1 G+1 Jamb e B B 8 8 B B 8 8 a B 0 8 8 8 B 9c DLO P-0ook 8+7 B+7 0+7 aa4 7+B 7+8 ]+B ]+e 7+0 ]+a T+9 T.0 7aB ]ae i+a T+B Heatl/90I CM2 G+2 G+2 G+2 04+2 04+2 04+2 G+2 04+2 G+2 G+21 CIQ 04+2 CM2 Gat G+2 48' DLO Je a B B 8 8 B 8 8 8 a B e 10 6 a 0 P-hodt 8+7 B+7 Ba] 8+7 7+8 7ta 7+8 7+0 7+8 T+B AB T+B 7+8 7+8 ]ae T+e FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL, 2) WHEN USING THE 2A/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED)t SEE TABLE IA. 3) 4', 3.114-AND 2-Ilr SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1d2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE IA Sit] Height to Max. (+) DP (Water.Nimdon Ret.g) SII RSer Haight (+)assign (Flat or Bor, sae Prossm. psf Sheet 17) FNsh-14Q seenote3 ma-2-1/Y +4B Medm-&VV Hgh-4' SEE NOTES 1.3 OH LENGTH OH RATIO e1 OH RATIO= OH LENGTH OH HEIGHT DLO WIDTH= NOM.PANELWIDTH-r DLOHEIGHT- WEVISE0DOORUNRHEIGFIT-10.125 n ttn lno Floribp do FPRODUD"r 17-0420.12PANELHEIGHT= DOOR UNIT HEIGHT-1.068' „n mm 02/17/2020 imedork P-hook Lorks0le@lamb 5aaig ernbl agal AssembN Ole@ Straight ABVagal 9=1lWgal Assemb for '@a 90'Astrs6al 13SAtlraeal Assembry 3S-A ap 395'Astragal Slandard5tilp 5londardsale Slmdard Sole Su—W,rdsOle StmMard501e II yA ySlle He.W dutyStlle Heavy-duty Stile Hem-dury Stile Standard Astragal Outside Comer outside Gmer In e Comer q0-0Ind I:omer Oa Inside Comer er Come Part 060(4) Part p60 Partg60 Panmo(SLIe) Pan#67(AstmBxl) Part 060 Part 811E (Com)er Partt119(Out) Part A1201In1 Paz6p 1($033 Partg61 Receiver) (Corn.&Fxd Meunt) cEFT. aFA ,Qmmo TABLET. SCD.m I AITS 1 6 • 22 1 PGTO130 #; No. Beres •.r P i le' :''Z A LYm2N4lFR P.E PEL 5Bl0.1 TABLE 2 Design Pressure (DIP) and Anchor Quantities Required, (for an approved configurations on Sheets fdexbnum DP forallslsls:.00/EO For.n8egd amameapa on 90' or 1u• ea,os Wla, un daet 11 (lacy De 6Med by Tabb L) OWf Mtll Hal W' BO" 8P t0Y 108' 1N T.W..ppaos to Olen Types 4,4A,JA- et 1&I DLO aWar IX.O 8. O 1117 O 103T/e'IXA na' StIaimosgd 6,8k, T,]A Types BB M40tieIB shmyn W.va O GmlP ]&TIT' aB Gmu rw Gnwp or muP p AM C.ae mr Gmlm A h.'Group C D A B C D A B C D A B C D A B C D A a C D A B C O A a C D 1 U+I + + G. of dM UN 1 G. G+1 dN +1 CM • a d• G+ G+ U+1 • CM1 +1 UN2V II e 0 e B e e e B e 0 B e to 101010 10 10 t0 10 10 0110 Jamb i W7T+7.0 Ae ]+8 AB Tao T•8 i+s T+0 T.D T+8 HB WB D+B Bag W9 WB B+9 WB W9 WIO 8H0 W10 t0 BHO W10WIDHeadlBlB t GH CMt Gal G+I GN G+1 U+1 Cf t U.1 Gat d.1 C4+1 UH U+1 CMt CM1 UatUCN1 H dH GM G1�1 a B 0 B e 8 8 a 8 8 8 a 8 10 10 10 10 10 10 to 10 10 10 10 10 W 10/0 Jamb . T•a T+B ra8 Tao i+D 7•B 718 AB r•B 7-8 7+B 7-8 8+9 &B 8a9 Bag B+8 &s 0+9 8+9 W10 9+10 W10 W10 Ba10 8+1a 8+10 Hesdlslll +t aN 01+1 dat GH G+I GM GH CHt NO GH U.I G.1 G. GN G.1 UH U+t G+1 d.t C1+1 U+1 U.1 U+1 CNf•1 GH GM00' e 0 B 'B e 0 B B e 8 0 a e 10 10 f0 t0 10 1 10 /0 W 10 ID 10 10 f0 1�2�2 10 10 DLO Jamb WT ]+B 7+6 T.8 7+9 T. 1+8 7+8 T+0 )•8 ]+8 7+0 7+8 WB B+B 8+9 0+B WB D+B 8+0 WO Wt0 W10 BNO ea10 Wto 0.10 W10 T CM1 d+1 Ga1 U+1 GH CH1 G•1 GN d•1 UN Gal pry (X+t C4.1 Gal C4+1 G•1 GN G.1 G+t UH Gn1 +t CW1 GH G+14Z' IHeal9B +t CNt 8 d+1 B 8 B B II e B e e e e 0 f0 10 f0 10 10 10 10 f0 10 10 f0 12 10 10 10 Jendt 7.8 7.9 7.8 7a8 7+8 7.5 7.8 7+6 7+8 7a8 W9 B.9 W9 W8 W0 W9 W9 We W10 W10 W10 W10 W10 W10 W10 PJmx Ibadl311 WT T W] 7+8 G+2 7•B U+2 U+2 C4.2 C 2 U.2 C4+2 d+2 G+2 Ua2 U+2 CN2 U.2 G.2 G.2 0I+2 CW2 Ga2 G.2 CN2 U+3 U.2 CW2 8+2 CW2 6+2 CW2 ¢ U+2 2 G•2 B 0 10 8 B 8 /0 10 10 10 ID 10 10 1012 W 10 12 to 10 10 JmM 4S a a 8 8 0 8 e a 8+9 WB We Wa WB Wt0 W10 W10 W10 WID W10 W10 WT ] WT T.B H8 fl0 7+B NB 7.8 7.6 7+0 7.8 7" T+8 T•e B+B 8.9 8+9 IpaNaYl CM3 fM2 Gat U+3 d✓1 G+2 G.a CN. G+3 G.2 G+2 G+2 G+2 G+2 U+3 CN2 6q' 7. JamO 8 e 8 0 D 8 0 8 10 B B 0 10 e It B p.hool` W7 W 0.7 WT 1.B T+e N ]•0 .0 7+8 •6 148 7•B T+8 T+8 jM HB Not available in g1B50 S17B3 Ifesd501 U+2 U+S fM2 U+2 G+S U.2 CH2 CM2 G.2 Ga2 G+S CI-2 Ua2 G.2 Ua2 Bp RO Jamb 8 8 0 B 8 B B 0 10 B 8 8 to a 8 B pAwk WT W] WT W7 -___.__...._...__._._ 7+8 7+8 7.B 7+6 AB 7+B 7+0 )+8 ]+8 7. 7+0 ]+8 mn WIDTH= NOTES: r,.n r�wnr+t ............. _. 1) POSITIVE PRESSURES W TABLE 2 ARE BASED ON THE USE OF THE 3-114° SILL 2) WHEN USING THE 2.112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114' SILL, POSITIVE WATER DP IS 60.0 PSF MAX, WHEN USING THE a SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4-, 3.174'AND 2-1j2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE t-1t2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FOC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, SIII Helghtto Max.(, -)DP (Water#tiamucn Rrg) BillRhor Heig81 (+)Dsaign (Flat a7 Bo; sea Pmssum, pal sheet 17) Flush-1-Iw aesrlof.3 Im7.2-1/Y +46U Medlum-3./14' +BD.O High-4' +800 NOM. PANEL WIDTH-7- DLO HEIGHT= OH LENGTH DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.868' OKMTIU21 PRODUCT REVISED as..PMna t th the Flo4da emlmng CCeeEE No"o. 17-0420.12 SEE NOTES 14 ON RATIO = ON LENGTH OH HEIGHT ncTen c THE ruLLuwUU aul.e anasrnv.LL � rWdmdIelg,.....aPal Straight Astragal Laconia0. a0'Ambly 13 L00%Ula@ knerlork Pack Indcml¢@JamE Assembly Shaight Asvagal ;ii9h@ Assembly Sw Aste Ha 90'Astragal Assemhly arably 135'Astregal HeavydurySt#as u1myduryStile Heavy-duty Stile Heavy-dutys6le Heaw-dory Stile Heavyduty SBle Heawduty St6e HeavyEuly SBle Heavy-duty idle Standard Astragal outside Comes , Outside Core net "'�U, 1-LLtl Come= G Cer Inside COrn¢.r [smw Part #61 (x2) Pan B61 Part#fil partp6](s61e) part#6](AStIle), Part#61 Part #fil (Stlle) Part #11B (Gamer part#119 (Col.) part#120 (In.) Part 961(S61e) Parts#31&032 Pad#61 Beneiver) (Com.&Fxd Moen) ry10+epfam Cerl7. �ADIN Ilp�D 841a770 1 NTS I 7 - 22 * : N0.68705 TABLE 3: Design Presfium(DP)and AncborQuan00es Requlmd,(f.T aO approved caldiglllatbnB Gn ShaeLs283) MaXlmum DPshowls elow Fatcarerestre0el amhOega m190' a 135' cameruNtl, ae. shoat 11 3A) pNay be tm8ed by Table 9A) mN uroI wl 1 Ted..pP9es to Glen Types 4, 4A, aP 164' 80" 96' t0Y 108' 7, 7A, B 3 0A end ih. /a' I 97-] OLO %GA, Anehm4o An[hnG AncMrGro MCM'GmuP A_ Orp.p SNelAstaOal typo shvnn blow. MctorOOW B C D A B C D B C 0 A B C D A B C D A B C D pmsylpg Gal G+1 .Ft0.0 I Gat 001 G+1 C4+1 CAN DIM CM1 CAN GN G+1 62.6 C4.1 GN C4.1 Gal a• GN CAN G+t CA.1 �, 1T HeeNBO G.1 C4.1 G+1 C411 B 0 8. B 10 10 10 10 to 10 10 10 OLD Jamb a B B e B 8 B 8 e B B 8 7.B 7+8 7+5710 ffu 7a8 849 8a9 an on &9 09 A. A P4 k &7 6+7 &7 &7 7+8 7+B i+B 7+8 718 1. !)a nPmmu- +FBe0 f a1�2.6 psf W-7mopol 21' HmO1SYl GH1 C4.1 G+1 Ga1 Gai Gaf CK7 C4ai CAN Gai G+1 C4.1 C4+1 CAN Gal CAN G4+1 C4+1 GN CAN G+i G+i C6+1 C4+1 �, DLO B B B 8 B 8 8 8 10 B B B 10 8 'e 0 10 10 10 10 10 10 f0 10 Jamb &T &] 7a8 7a8 7.0 7+8 7+B 7+B T+t 7+8 ]+0 7+B ]i0 MB 0+9 &9 8.0 6H &9 8+9 an &9 P-lock gal &] +F9J,0 I +/d25 st g g pselan Preeaure Hoomm G+1 C4+1 Gal G+1 G+1 G+1 C41,1 C4a1 C4+1 04+1 GN GN C6a1 C5.1 GN Gaf C&1 C&1 Gal Gal CSN C5.1 C6a1 GN t. Q. Of A Jam4 10 B B B 10 a B a 10 0 B B 13 10 B e 12 t. f0 10 10 t. to &9 &9 8+9 8+9 Ce nPmssure .A90.0 / +1+12.6 psf +FTBO sf CG2 38' Hemlal9 CA.2 C 2 C,I+2 G+2 CM2 G+2 C4+2 .2 C&2 CA+2 W+2 CS7 c5a2 W+1 c&2 C5+2 G+2 C&2 C&2 a+2 C&2 C&2 C6a2 �„ B ID 8 B 8 12 ill 8 B 12 10 0 B 12 10 f0 t0 12 10 10 10 DLO Jemb 10 B 8 7+8 &9 &9 8+9 &9 BM Bag &9 an On 8.9 8a9 ... &8 8+3 an 1 849 PAe1ok Oasgn Premure 7+8 7+5 748 1.B 1a8 7+8 +tdaupal 7ae Sea"o'" a/412.5 1 #7fi0 pd 41' H.adrsp C&2 n+2 C4.2 G+2 C5l2 C&2 C542 C5.2 05+2 0&] 0&2 C6✓L C&2 11+2 2 C&2 C&2 C&2 C&2 C&2 C6a2 C5+2 C&2 CSYt �, B 8 12 10 8 e 14 12 B B 14 12 10 10 16 10 /0 10 Jemb f0 e B B 12 10 DLO 7+8 &9 &9 &9 &9 &9 &9 &9 &9 &10 &t0 9N0 9+10 &10 &10 &1. &11 9M0 &10 &10 0.Taok ]HI ]+8 ]+e NOTES; 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-712' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-IN SILL. POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL. POSITIVE WATER OP IS 00.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4'. 3-114' AND 2412' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 141Z SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. EXAM PLE ON 8HEET9 OLD WIDTH NOM.PANELWIDTH-7' DLO HEIGHT= DOOR UNIT HEIGHT- t0.12S' PANEL HEIGHT DOOR UNIT HEIGHT - 1.666' ..h..R ..t V n1 All R THEFO Straight AsOagal ..•-„�.-�. •--- I0da8ie@ • -^ • •-.. _...._..-.-.._. 90•Astragal _._ _. __ LotlGBIe@ - _ - _ 13S AsVagal lod0tlle@ Inteno& P-hook Locbtlle®hob assembly Straleht Astmgai Assembly 90'Aoragal Assembly 1350Amgal Heavy -dory 6ules HeaWduryStile Heavy-duty Stlle Heavy-dury5ule Hevydm SUI¢ Heavydurystlle Heavy -dory Stile Heavydury StBe Htevydury Stile Heavydury AsVagal Outside Corner„ Outside Corner TOM. [erne gov� e� 1 11.J `•+-�1 Vnl� Comer I]utside Imlde C.rnef Cnm¢r P.M#61(IQ) Pang61 Part I16l Part q61 (Stlle) Partt68(Asb.ga0 Part 061' put 061(S01e) PaRg110 (tamer paR0119 (Out) Partg120(ln.) Part t61(Stile) CO. B32 (tom. B Fxd Maunt) Partg61 Receiver) fEIR.OFAIIIHfAbM saairo I IM 18 e 22 1 PGTDf30 TeRI [le• SIIIW Max. 1(1a) )DP 1g W ighsee)12' Y1l4' .900 SEE NOTES 1-3 OH LENGTH of 0 OH RATIO a 1 D OH RATIO c ON LENGTH OH HEIGHT' PRODUCT REVISED p N IN 0. R.rido NOA-Nn. 17-0420.12 eapimuon catoO211712020 *i No. 5870.8•.� % ,SS-A;ORIDP; �� gr 0CN 0 ;0"NAi.10 '%' '1111ACY MlG R.PE P.6ss97B6 SEE NOTES 1-3 OH LENGTH of 0 OH RATIO a 1 D OH RATIO c ON LENGTH OH HEIGHT' PRODUCT REVISED p N IN 0. R.rido NOA-Nn. 17-0420.12 eapimuon catoO211712020 *i No. 5870.8•.� % ,SS-A;ORIDP; �� gr 0CN 0 ;0"NAi.10 '%' '1111ACY MlG R.PE P.6ss97B6 SEE SPLICE NOTE, THIS 24" MA O.C. 49' NOW. PANEL WIDTH NOFRAME "9+10'P-HOOK ANCHORAGE CONSISTS OF: JAMB (9)P-HOOK ANCHORS, EQUIRED® (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE POCKET (10)P-HOOK r------- JAMB MOUNTING INSTALLATION, ADAPTER ��\e'M'U�c',,, THISSHEET ANCHORSMIDWAY ANCHORS &TO & 1-1 FROM TOP 8 BOTTOM MAX. TO OPENING +2' ANCHORAGE SEE INSTALLATION DETAILS'Jc' & Kd, SHEET 14 & PART DETAILS W &'W. SHEET 19 FOR P-HOOK � 14'MAX QQ��C m� yF'm� S� 5'CLUSTER MAX.UNRWIDTH — SEE "C5" SHEET 10 FOR REQUIRES *CO' SHEET 1 ERLOCK CLUSTER, SEE \--y NEI-WI. yam —DETAILS, SHEET II \ I PANEL WIDTH I i L-TMAX =FRAME ANCHORS = P-HOOK ANCHORS = P-HOOK MOUNTING ADAPTER ANCHORS SEE -CS -CLUSTER DETAILS. SHEET 10 I•MAX 4 PAIRS OF ANCHORS (TOTALB 21°MAX ANCHORS) O.C. PER JAMB (SEEJAMS DETAIL BELOW) 1 ANCHORS ENDPANEL B'MAX. `ANCHORAGE(SEE (SEE SKETCH BFIOW)��Y2. yyx x �y2. `ANCHORAGE ANCHORAGE BELOW) ANCHORAGE ANCHORAGE ANCHORAGE Z.04" EXAMPLE'5-PANEL 2TRACK 90' OUTSIDE CORNER -pXX/XXO-EXT. MOUNT POCKET ANCHORAGE PLAN' 4W x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE: SHEET B) S. SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECI REDINTABLE 1SHEETSS CENTERLINE OF 'INTERLOCK HEAD & SILL: B' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE -05' CLUSTER TABLES, SHEETS SA AT EACH INTERLOCK AND SHEET -DETAILS, SHEET 10 -DETAILS, STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR OCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2^ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. m AS NEEDED TO ALIGN THE DER+ R HEAD ORSILL IFA SPLICE 21• C� OCCURS AT THE P-HOOK MAX PROOVCT REVISED D.C. ea comp) My, rvllh the FWo emlamB �`o NoA-No. 17-0420.12 5b4" Papl'.90 ua Z17/2020 e" MAX 0 Mla Da ucl con m TERLINE - JAMBS & P-HOOKS: W MAX. FROM BOTTOM: 21- MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR 'ANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS ". SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES +2'ANCHORAGE SEE "C5'CLUSTER - END PANEL ANCHOR PAIR 'GWCLUSTER,SEE CENTERLINE CENTERLINE DETAILS, SHEET ANCHORAG DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL 70 L�ASTRAGAL (2 ANCHOROF S) A --- r 'I MAX. I' SHEET 11 FOR OTHER OFPANEL 4 =RAGE--/ �ovcnum I�-OFPANEL 5 VCHORAGE SPACING & EX/ FRIES 770 ALUM. SGD - LM 7.m NTS 9 + 22 ASTRAGAL OR {...SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION s• Dwc. 2.64• INTERLOCK_y IF NEEDED _ INTERLOCK-" CONDITION, USE INTERLOCK—tFIIF NEEDED 2-04' CENTERLINE 'CB' CLUSTER DETAIL) CENTERLINE 6'DIAG. CENTERLINE 1.76• Pr Q3,5' T7" 3.6" y 21° . D MAX. R D.C. 2.04'204' 2.04' 21I 5.64- MAX. E%ITET'l1RI 4' DIAG. 7• IX TKTOI T. 7 3.5' O.C. v 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL 6• 5.64' (d ASTRAGAL OR INTERLOCK a�ASTRAGAL OR INTERLOCK ® ASTRAGAL OR INTERLOCK (USE WHERE a CLUSTER —2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED 'C8') FRAME JAMS 6' MAX. ANCHORS ARE REQUIRED, TAI ANCHORS ARE REQUIRED'-'"°) ANCHOR PAIR .r ASTRAGAL OR SPLICE LOCATION ASTRAGALOR�I (FORSPLICE INTERLOCK 4-IFNEEDED IENTE RLIOINE I CONDITION. CLUSTER DETAIL) CENTERLINE 147. 5' dt'4.OV 4.08' v 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL V (d1 ASTRAGAL OR INTERLOCK Cal ASiRAGALOR INTERLOCK, (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORSARE ftEQU1RED,'C41 ANCHORS ARE REQUIRED.'C5') ASTRAGALOR {SPLICE LOCATION INTERLOCK—t IF NEEDED CENTERLINE I ' 4-TRACK FRAME HEADISILL (al ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'04") ASTRAGAL OR II (FOR SPLICE INTERLOCK+i CONDITION, USE CENTERLINE "C6'CLUSTER DETAIL) 3.5" I` V EX EWOR V 4-TRACK FRAME HEADISILL Q ASTRAGAL OR INTERLOCK (USE WHERE 6 GLU5TER ANCHORS ARE REQUIRED,'C5') SAT. aiAUIROBT6B ASTRAGAL OR SPLICE LOCATION INTERLOCK-'1 IF NEEDED CENTERLINE Imo— 7" � 3.5' 2.04' 3-TRACK FRAME HEADISILL Col ASTRAGAL OR I Rup (USE WHERE 6 CLUSTER ANCHORS ARE REOUIRED,'C6 ) ASTRAGAL OR (FOR SPLICE INTERLLOCK^ CONDITION, DO NOT e USE THIS DETAIL) 4' I 4-TRACK 6• DIAG. FRAMEJAMB ANCHOR PAIR 04. ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX. TRACK(INT. SHOWN) O.C. 5.64• 8• MAX CK FRAME JAMB ANCHOR PAIR FORSPLICED CONDRIONB ONLY: SPLICE LOCATION 1 FNEEDED +I 3.5° 1- -4 3.5' 1-- 4-TRACK FRAME KEAD/SILL Qa ASTRAGAL ORINTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIREMOT) WITH & WITHOUT SPLICE CONDITION ;;am I NTS 1 10 • 22 1 PGMI30 NOTES: 1. ALL DALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED Bcomp One wiN Na Fb44a MIImnDe NOA-Nv. 17A420.12 \\11111111/q 'L.�'UCENSF':< T(. i No. sons 0 •'. STA EO i 70 ... RIDA, : G /.Ltt M6 RPE PEAwm 4° INTERIOR '\ 4.03' N RUR 2,04" INTFAIOR 2.04' ,+1•ANCHOR r 8.94° �. 3.5" 3.5' " ERI 7 IWERI I CENTERLINE R 4' DIAL. 4-DIAG. OF PANEL 3.61 4, '+2• ANCHOR 204' FxrERroR 4• 204' FaTFA�IOR • 8.94' ' 735° CORNER K F CORNER 2.04` 4WAG. 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 3,�n I (USE WHERE 4 CLUSTER (USE WHERE 5 OR S CLUSTER I CENTERLINE ANCHORS ARE REQUIRED,'N5 ANCHORS ARE REQUIRED, •C6') OF PANEL ip W '+3'ANCHOR '+1°ANCHOR2.04` 4'OWG. EXTERIOR 3.5' r CENTERLINE CENTERLINE I—OFPANEL F 1 ' �� 3.5, OF PANEL ERMEDKFRA N HOR LAYOUT EX�ERMrt — r \ 4• � r 4. 4 ON INTERMEDIATE ANCHOR LAYOUT SO• CORNER 135• CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEA cWTANCHOR ALL 3--TRACK CORNERS) RED (•STA ) ALL 3-TRACK CHOR CLUSTER I DR A INTERIOR 9 . ° R FRIOR 5,3133' 5° Po k346�2rj ° 4, MIDR 0• 5 2.04• 1 NTERR /4SDIAG. 812! >'-A INTERIOR \EMl£RIOR Y 7° 3.5 4• 4' 7. 204' EXTERIOR GO- CORNER 2-TRACK FRAME HEAD/SIl1 (USE WHERE 6 OR 5 CLUSTER ANCHORS ARE REQ(TIRED,'C6`) EXtERpR 3.5' rMTEaroa 7• i C 4.OW �fjm--7R#—,— — , 2.04• J I �3.6'r"> 4' 4•Dwc. Sao° 4, FSIERIOR SO' CORNER 135• CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ('CS° ANCHOR CLUSTER REQUIRED ('CR• ANCHOR CLUSTER REQUIRI ATALL4-TRACKCORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1T, ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 70Trxwm wvo 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE My Av a IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. o,+ a,mc cetr.avwm>.mmr IR ALL035. +2 ANCHOR ERroo fl VIEWS V4'DIAG. PRODUCT17.042.1REVISED 6WMIR9 Cox the 0.12a 2.04' NOA-No. 2 CENTERLINE iupimtlon DaW02117=20 . OF PANEL ryyR as re uat Oonw •+3°ANCHOR A4' 4.03` 4- OMe ew 3.5- I CENTERLINE o14Y LYNp 2.04` I OFPANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT = '. (3-TRACK SIMILAR) ----0. Z _........ .._. _.,n11IIIn,. •'�' m+ew ALYMI�PE ecwm NTS 17 + 22 PGT0790 C PE wm INSTALLATION DETAILS EDGE DISTANCE: SEETABLEA,SHEErl ERIOft 2-1/i6"•1/4' I MAX 1 SHIM SHEET 1 /WOOD ANCHOR TYR. 2XWOOD L SEE ANCHOR NOTES TYP.SEEANCHOR &TABLEA,SHEETI NOTE 3, SHEET ®24ACK FAME HEAD WOOD INSTALLATION WOODANCHORTYP., 2XWOOD SEEANCHORNOTES TYP., SEEANCHI & TABLE A, SHEET 1 NOTE S, SHEET SEEANCHOR NOTES,SHEEf 1 (1l4' MAX) _ .. EZT(Efjl101t ' =DISTmC—F EDGESEETABLEA, SHEEI EMBEDMENT: SEE TABLE A. SHEET 1 Dw 2-TMCK FRAME SILL WOO (INSTALLATION EMBEbMENT:SEE '1 TABLE A. SHEET 1 7JC WOOD EDGE DISTANCE: SESHEET TYP.,SEEANCHOR 1A, SHEETI NOTE 3, SHEEf1 4 2-1/16' • & TABLE A, SHEET 1 E%IETTWOR V 114" MAX. SHIM ®2-TRACK FRAME JAMB Gx WOOD INSTALLATION EMBEDMENT. SEE TABLE A. SHEET EDGE DISTANCE: SEE TABLE A. SHEET 1 z-v1e•• va' rMAX. EXTEP! 1 SHIM 6 RMR ar r a 2X WOOD / TYP.. SEE ANCHOR L NOTE 3, SHEET I R,. STACK . WOOD IN WDODANCHORTYP., SEE ANCHOR NOTES SEE &TABLE A, SHEET ANCHOR Nt11 "1 / EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"• 1l4" MAX. SHIM WOOD ANCHOR TYP.. FAME STALLATION METALTYP., /SMS ANCHOR TYP., SEEANCHORNOTES SEEANCHOR L SEE ANCHOR NOTES &TABLEA,SHEETI NOTE 4, SHEET &TABLEA.SHEETI HEAD 4-TRACK FRAME FIEAD ® METAL INSTALLATION 2X WOOD SMSANCHORTYP., METAL TYP., TYP.,SEEANCHOR 7 NOTE 3 SHEET 1 SEEANCHORNOTES SEEANCHOR & TABLE A. SHEET 1 7NOTE 4. SHEET I SEE a n ANCHOR SHEET 7 EXrewat a 2-iN6'• EDGE DISTANCE: SEETADLE A SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 3-TACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET �I EDGE DISTANCE: SEETABLEA, 2X WOOD SHEET TYP., SEE ANCHOR NOTE 3, SKEET 2-1116" WOODANCHORTYP., SEE ANCHOR NOTEB & TABLE A, SHEET 1 EKIET'RLIOR V 1/4' MAX SHIM -+I I-- CE ..WAVIRI1BdB 'FXIERIOR I II �21nV�• 4TRACK FRAME SILL METAL MSTALLATION EMBEDMENT: SEE --.I�— TABLEASHEET I j— METAL TYP., SEE ANCHOR — NOTE4, SHEET SMSANCHORTYP., SEE ANCHOR NOTES -� &TABLE A SHEET I EXTSR 11 V 1/4' MAX SHIM 4-T w WE WCHORAGE DETA1 tE JES 770ALUM. 5 N uF---T— I NTS I 12 EDGE DISTANCE: SEE TABLE A, SHEET I OF3 I. OF 3 THREADS BEYOND °METALSUBSTRATE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PERTABLE A• SHEET 1. • DIAGONAL O.C. IS MIN 4-(HEAD & SILL) OR 8-(JAMB) SEE DETAILS. SHEETS 10 & MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT. SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 PRODUCT REVISED oa complying wiN lM1e Florida Do1141n9 Dodo NOw-Ne. 17-0420.12 Grplmuan Dn1a 02 I71202_0 SUBSTRATE ` r•` __ * . No. 56I05 IB -2 +22 1 PGT0/30 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 7. ALL DIMENSIONS EDGE DISTANCE: SEE CONCRETE CONCRETE SEE TABLE A. SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PERTABLE TABLET SHEET: PERTABLE 2-1116'• PERTABLE 24/18°' ON MIN. ALLOWED. A. SHEET 1 2-iflB"` A SHEET 1 A, SHEET 1 1/4' MAX `DIAGONAL O.C. IS Emo ,., t, Er�T 31 r. '..;.� 4 ,.i, ;:, • ... �,r SHIM MIN4-(HEAD&SILL) 4 F 7I� ORS`(JAMB)SEE 1W UTeRrors SHEETS EMBEDMENT: J MA EXT R 1 MAX. D &IRS, SEE TABLE A, SHIM `r SHIM SHEETI PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED iX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., SEE NOTES WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 RINSTALLATION S-TRACK FRAME LATION NCRETE ® CONCRETECK ZOOMSAD INSTALCK COHEAD CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCKTYP., SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, NOTE S, SHEET NOTE 5, SHEETI SHEET 1 1 (114, MAX) 1 (1/4-MAX) 1 (1/4'MAX.) 1 }T EXTERIOR . �2.1H8" CONCRETE 2-1116 2-1116'• PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET I SEE TABLE A, SHEET I PERTABLE SEETABLE A, SHEET I ASHEETI PERTABLE SEE TABLE A. SHEETI A•SHEETI EMBEDMENT: SEE TABLE A SHEETI EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I 2-TRACK FRAME SILL 6 3-TRACK FRAME SILL 4-TRACK FRAME SILL � CONCRETE INSTALLATION Fo CONCRETE INSTALLATION CONCRETE INSTALLATION EMBEDMENT: SEE _ -' PRODUCT REVISED TABLE A SHEET 1 om NIy,ing9 vAN the Flmltla BRild;ng T:nBn EMBEDMENT. SEE -�I EDGE DISTANCE: NDA-Nm 17.0420,12 TABLE A, SHEET I SEE TABLEA 4rPlmnen DatoOZ17/2020 !' EDGE DISTANCE: PROPERLY SECURED SHEETI By EMBEDMENf:SEE �I GONCJCMU ANCHOR - SEE TABLE A, 1X TE mlamt-Da uct entro TABLE A, SHEETI TYP., SEE ANCHOR SHEETI SEE ANCHOR NOTE 3, ANCHORN 3, EDGE DISTANCE: NOTES & TABLE A SHEETI '::' PROPERLY SECURED .: x' : SEE TABLE A SHEET 1 24116" 1XWOODBUCKTYP., SHEETI CONC./CMU ANCHOR 2-111,IV SEE ANCHOR NOTES, SHEETI TYP„ SEE ANCHOR -'' 2-1/18°` PROPERLY SECURED NOTES & TABLE 0. CONC./CMU ANCHOR 1XWOODBUCK TYP.. SHEETI CONCRETE TYP., SEE ANCHOR SEE ANCHOR NOTES', CONCRETE OR CMU r111111Illlrl NOTES & TABLE A, �;- CONCRETE SHEET 1 'L' OR CMU ENOR PERTABLE — r; ` ....,, �.� 0.�•"uGENSF iv SHEETI EXTERIOR ': OR CMU Rionw PERTABLE A, SHEET 1 .` I ,osT p, SHEET 1 CJ7 �L PERTABLE '51/4' MAX. SHIM I -a— �RR• V 114' MAX SHIM A, SHEET 1 114' MAX. SNIM =-O 2-TRACK FRAME JAMB 3-TRACK FRAMEJAMB a -TRACK FRAME JAMB CONCRETE/CMU INSTALLATION CONCRETE/CMU INETALLATION Ic CONCRETE/CMU INSTALLATION :Q LLJJ 6Ap�t, g'T iE KVA:I� CrFL 90]mANCHORAGE DETAILS ';FS•:`�oRlon.. G�2,` ONAL 5a1T• (arDseo-reao SERIES 770 ALUM. SGD-LM IMPACT nUml1 JR 04DYrT C NOOUNOE3 }H65HEET. cERr. ornuDLw7wsa mrrmvremt E,aw,n ati ^"�°� ^^' NTS 13 n 22 PGT0130 C AL"MILLERRE. P.9AWN n, mM my .a.rwi mrnnamrtays ruaarn�vavm sao-no r INSTALLATION DETAILS FRAMEJAMB REQUIREDATALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION o SEEANCHORNOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A. (ALSO SEE TYP, SHEETI ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: 26 SEE TABLE A, EXTERIOR SHEET; PHOOKWOODANCHORTYP, P-HOOK SEE ANCHOR NOTES CONCRETE OR// & TABLE A, SHEET i CMU PER TABLE (ALSO SEE TYP. 2293- MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS 048 #20 #22 OR#24. WOOD INSTALLATION EXTERIORMOUNT SHOWN, (SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED IN FORWATER RATINGS) INITERIOR CONDITION METAL TYP., NOTE7' SHEET;;�� EMBEDMENT: SEE BEYOND THE ETAL TAIL BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A. SHEET; P-HOOK SMS ANCHOR TYP., SEEANCHORNOTES &TABLE A, SHEET 1 (ALSO SEETYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE CONCJCMU '-Y ANCHOR TYR. SEE z6 ANCHOR NOTES & TABLE A, SHEET; 1.114' MIN. EDGE DISTANCE ,.. EX�ERRRIOR � -ri'N• V '��,!•` `., ; T.�;'.'.;,• ;z P-HOOK MOUNTING ,�, y:,+4l=:e _,...: �. �• �•j ADAPTERCONCJCMU .';t.,;.. ; :� .;i;✓. ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEETI TABLEA.SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) FOR USE WITH ANY SILL RISER ®P-HOOK PARTS#18 #20 #22 OR#2A CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTWG CONCRETE OR EMBEDMENT: SEE - ADAPTER EMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE A, SHEET I . . `�;?.;',' ANCHOR NOTES .•..:.i�;_�: C;1 BTABLE A, SHEET; :J (ALSO SEE TYP. EMBEDMENT: •�:- ILLUSTRATION, SEETABLEA, SHEET ;„rYT',�,•��: ,, ;i:i •:;(�;' DASHEETS) G DISTANCE: SEE TABLE A, SHEET 1 •• II 3n EXrEwo P-HOOKCONCJCMU TYP., SLE V ANCHOR NOTES&TABLE R NOTE 2.693°MIN. EDGE DISTANCE P-NOOK FOR USE WITH BOX SILL RISERS PARTS#19 #21 #230R#26, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY PI#19o-Im P-HOOK MOUNTING ADAPTER CONCJCMU ANCHORTYP., SEE ANCHOR NOTES & TABLE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETAREFOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET; FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 13, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. SHEET 9) PRODUCTREVISED eu dinglCade llM1 IM1e Florida No, -No. 17-0420.12 1.114- MIN. EDGE DISTANCE EXTERIOR V A. SHEET 1 I�� 2.693* MIN. (ALSO SEE TYP. EDGE DISTANCE 4TION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS PARTS919 #21 #230R #26. CONCRETE INSTALLATION EXTERIOR (SEETABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY 14 a 22 POTO130 No. 68796 P.E. I CONFIG. EXAMPLES MAX UNIT WIDTH MAX. UNIT WIDTH HEADER DETAIL'A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES 18 DETAILS'Aw` &'AC', WIDTH INTERIM SHEETS 12 & 13 ' NOTES: EXTEN10 t) 'SEE 17 FOR INDIVIDUAL BO° PANEL CONFIGURADONSAS PANEL PANEL PANEL PANEL APPLICABLE. SEE DP/ANCHOR TYPE TYPE CORNER DETAIL'N2', TABLES, SHEETS 68 FOR MAX. TYPE 'OS' 'AS' TYPE SHEET I9&CORNER PANEL HEIGHT AND WIDTH. SEE .A. .M ANCHORAGE SHEET II' , SHEETS 18 & 19 FOR SECTION NOM. 17MAX. UNIT DE TAILS AND SHEETS I2-14 FOR MAX / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL ;� WIDTHETYP. DLO PER TA', SHEET 19 2) 0) LOCK (ITEMS 75 & 107-110)AT HEIGHT SEE PER HEIGHT TABLES EMERpR NTERI EACH LOCKSTLLE, LOCKING INTO NOTE 2 TABLES 1-3 18 KEEPER (ITEM 103) AT FRAM.._- OR ASTRAGAL ��..,, JAMB DETAIL'GY, SHEET 1�33) PLEASE SEE APPLICABLE X 18; INSTALLATION DETAILS ASTRAGALS, INTERLOCK X 'GW &'GC, SHEETS 12 & 13 COMBINATIONS PER OP/ANCHOR DLO WIDTH= NOM. PANEL WIDTH -7' TABLES. /` gg• SILL DETAIL'D', SHEET 18; J DLO HEIGHT= DOOR UNIT HEIGHT .-10.1.86 INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER 4 PANELS -XX/XX PANELHEIGHT=DOOR UNIT HEIGHT-7efb' 'DW & De, SHEETS 12 & 13 SILICONE HOT -MELT SM1. STRU=URAL SILICONE SILICONE STRt1CTr1RAL 9/16'NOM. BYOTHERS POLEXT. GIIASS E 114'NOM, FOAM WITH DESICCANT WRlI OE61CC/Ni EXT. GLASS EXT. GLASS =xr 112' PANEL CORNER DETAIL FRAME CORNER DETAIL Panp Oescrlptim Material 124 KBmmeding 4SG TPSSpacer Syster0 this 125 Ouanex Super Spacer nXr Qh Hot Melt Butyl See Sheet for 121 Ouanox Dureseal Spacer Materiels 127 CaR2na12) Etlge Spacer SMS PRODUCTREVISED BUI1tlNp CodeWlth 1M10 Plorldo INT. GLASS INt. GVSS NOA-No. 17-0420.12 +z< KODISPACE 4SG TPS +zS SUPER SPACERONXTT"+ Eaplm 0. 2/1712020 By ALUMINUM MIem4 roducl Con4o REINFORCEMENT POLYI6E DE6ICCANT FlLLARFA BUTYLENE &te'NOM. NIb'NOM. SEAL 61UWNE SEAL eUM& ROLL -FORMED D� F� STANLESS STEEL EXT. GLASS, ...... (/v/ `INT. GLASS v(// `INT.GLASS +zP DURASEAL®SPACER +zT XL EDGET"SPACER e617. OPAUTR It@65 I1 11 I c-I-,I urvvc�irvrv.v �.vv.- .. ,......... ..,,, i.. crwPmnremn LJ\ \�JI Ll1 w�m•me °°'°o'" A LYNN MILLER, PE ^'ra^'°n'�"G sao-no NTS 15 +22 PG70f90 C P.E.159105 CONFIG. EXAMPLES INTERLOCK DETAIL %'M'. SHEET 19 OPERAE —( r NSTALL D(EDJAMD DETAIL'0T, ASTRAGAL HEADER DETAIL'A', SHEET SHEET 16; INSTALLATION DETAILS'L1'& 18; INSTALLATION DETAILS DETAILS'Gw' &'Ge. L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 S 1EETS 12 & 13 PANEL PANEL PANEL TYPE TYPE TYPE 2• ,p. ,A. rANEL MA NOM. PANEL y UN PIE MAX. LOTH TYP. % SEE TABI PER TABLES 1-3 NOTE 2, 7-I HEIGHT SHEETOLLE i T HT SILL DETAIL 3 '0', SHEET ES 18; INSTALL DETAILS DW &'Oc', SHEETS I2 '03', SHEET 18; 3W &'Gc', SHEETS 12 & 13 HEADER DETAIL A! INSTALLATION DET SHEETS 12 & 13 PANEL A, TYPE IDS NOM. PANEL MAX. WIDTHTY DLO PER HEIGHT TABLES 1 x a X EET 78: MAX' I'AW &'Ae. DLO WIDTH_ TYP. 90° PANEL PANEL TYPE TYPE pgK, MAX, 6 UNIT HE IGHTPER PER SEE TABLES NOTE 2, 1j SHEET i6 SEE FRAMER MAX. WIDTH L PANEL CORNER SILL DETAIL TY, SHEET 18; _— MAX. UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2( TRACK) 'Da'&TY, SHEETS 12&13 EXAMPLE: 900OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGALDETAILS 1.7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS W & JAMB DETAIL'GV. SHEET 19; INSTALLATION DETAILS 'Gal &'Gd, SHEETS 12 & 13 iRLOCK DETAIL SHEET 19 OUTSIDE CORNER AIL 'Ni' SHEET 19 & ( INTERIOR e RIOR NOM. PANEL WIDTH TYP. PER TABLES 13 UNIT W IDTH l L2. SHEET 19� .'\ INTERLOCK DETAIL'M% SHEET 19 IC, SHEETS 12 & 13-\ HEADER DETAIL'C, SHEET HEADER DETAIL 1 18; INSTALLATION DETAILS J ETAIL'HT, SHEET P-HOOK DETAL'J' 1%( SHSHEET 'B', SHEET 18; .,� 'CW &'CC, SHEETS 12 8 73 1B; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET iB; INSTALLATION 'HW 8'Hc', SHEETS 12 & 73 'Jc','KW &'Kc', SHEET 14 DETAILS'BW &'Sc', DETAILS'IW & W, SHEETS 12 & 13 PRODUCT REVISED SHEETS 12 & 13 ao pempry with the Florida Du11E1np LbbEE Imo-- MAX. UNIT WIDTH PANELINOTME PANEL PANEL F,R. TYPE TYPE TYPE M. ,P MAX. UNIT. HEIGHT PANEL WIDTHTYP g S T�3 S SEE PER DLO TABLES 13 A j Dlia IIII2jI'Idl EXAMPLE:OXXXp SILLDETAIL'E',SHEETie;J (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ee, SHEETS 12 8.13 fpmtEcwvocoarpwve M VEs, 5 ]I3TJ j BIF.OFAUIH. /[9198 Imo---- MAX. UNITWIDTH --- PANELT�YIPE PANEL PANEL TYPE TYPE TYPE T1' F 'PNOM. UN PANEL HEIWIDTHTYP. / P SEE MAX PER TAS —NOTE 2, DLO TABLES 1-3 1. SHEETi6 HEIGH,TtT X O MAX: R GHT ES EXAMPLE:XXXO SILLDETAIL'F',SHEETI8; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'F W & Td, SHEETS 12 & 13 sr! I NTS 116 a 22 xoA .N 17-0420.12 Eaptm9on Dab p2M712020 N.: N0.58I06 PANEL'S RIGHT STILE TYPE PANEL 61NGLE 61NGLE FIXED OCKS hE A6 PAGA AG PAGA A6TRAOAL OUT ASTRAGAL WTCORNER ALE EMCONNER 9WIp FXTMRNER INTIMPPER CEMR FM CORNER RECE R6 EXTCCRNER INTMMM IWECULOCK INTERLOCK STIM WI NOLE BGXCUT 90XIN wINW0M WI KBOX MIDLE W" NUM WINAIom WI�INNDIE680 W/HM W1 MNOMR TYPES wR #1 #tie #B1 hIIFC� q61 #8 F PP K TR TQ TC TA TV TW IN oLE DK � 8 E P A C C IC SQ Sc SA SV SW IN61Fw.ROLM �- N� P#t'M R S S FD FC FV FW 6TUM° RR w D M J J ND� ��m O.m Jl asrRAGu LR 1 PANEL NOTES: a Box OU W/NANDtE maram i. SEE DPTABLES PANEL F7--' ASTRAM N LEFT Lf LTO±�°R RIGHT PRESSURET568fOR PRESSURE. 5 PANEL TYPES OFF 2. SHOWN OONFIGU NOT ILL BOXIN W/NOLE reO+Iw PANEL PANEL A ARE NOT REQUIRED FOR ANY CONFIGURATIONS ARE REQUIRED P: H Gu GAOX T U STILE T'L <1P10R STILE AND ARE NOT AVAILABLE. USE HEAVY-DUTY STILES OUT (eaT laRT0fi0 3.90° ASTRAGALS TO EITHER (IOR CAL / I T PANEL "E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND REQUIREMENTS. ( 120AND CORNS EXTERIOR(5719)ORINTERNJR (1/120)CORNER EXTIE CORNE 19) OR INTERIOR t/ APPLICABLE STILEIASTRAGAL ASTRAGALS. J W 4.136' ASTRAGALS TO USE HEAVY-DUTY STILES -j 9TILE RT WCPRNER /+ CI (NS1) AND CORNER ADDON(#31). ILL SILL RISERS OPTIONS zer ZQT Q RNE0. STLE OLE #Ile RNER C6 ^T /C QS ^� /V- H.-- y'♦2• I EMEIppR 232' IXTEWO EMEmGR /ti .66T 63p5• EMEmOR �Z. PRODUCT REVISED mplYing Ills iho FlOfldA p,Ub6' 6uWhatCdFJVER NOA-No. 17-0420.12 OTE 118 RIT CORNER Y61 �I"� 1.5BT' 2.665° EltplraOon Data 02H7/2020 wmcE AT AS DF B6r Ji By WN4WDLE Mla oa Pmauct Canal IXTCO f6 CF ILL LAT• 18•FLUSH FLAT OMEONME37/4�T OSOW 24 SILL RISER 145Efi�FLAT 6#RECENER 11/Y 215n WIMIER EM CORNER I�-- TSB' bs Wf HANDLE pe i IMCORNER VT ,,� T VC Y vV WS VF WF IOR RNIR 6�' EXTERIORTj.B6Y 4.05fiS /� fir' I <3 'W/BANGLE ]9 RECENER V�` p6t cu•Z.� �5 �9....... '0"VVr _Ill. B 19" O SILL RISER. SILL O BOX SILL RISER BOX P6 SILL RISER. BOX * ./ Nn, S6TpEFLU_ OHIGH .e LOW, MEDIUM, 3-114" ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS tmN#scozaspisT PANEL TYPES Si':.";<D. moa.� SYONA L�yy�cy,��-- jj( �,� SERIES 770 ALUM. SGD-LMIMPACT JR 04ON1) L NOCNGE61HI65HEE/. e� cFRr tsAurx.neue [a>amT "` \ 'µ®' us+m.e %+•^ —J 600-rro NTS 17 a 22 ^•+cla ^°� 0.LYNN MILIEft P,E. KRE. PGTD730 C P.E.esar05 JR idfU/14 Imnti ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 00 CR 01 G1 2-TRACK JAMB 6" LONG CUP #105 In@ W/RETAINER#106 t13 MIDSPAN (SHOWN WITH 6 FIXED PANELTO rl THE INTERIOR) TRACK 2-TRACK W/SCREEN D FRAMESILL 6 123 1 �FJ(TERIOR SHEET I6 tz1 ll�l (.3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 16 112 40 2dBACKJAMB 61 62 W/SCREEN 63 3� ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1�3, SHEETS B-e FOR UP (PSF) ASSOCIATED WITH STILE. 3-TRACK E FRAME SILL tear. oFAurxe�tse 10 FDLLPANEI.JAM3LENGTM 60 CR61 1m 9&10 1'TI 1] 1 6 5 6 SEEDETAILGi FOR FIXED 30 PANEL CLIP iaim-1 SEE DETAIL G2 Ins FOR FIXED 6 MOR SI PANEL CLIP 103 6 i6 9 �j BOOR 81 IT'jj Fx1ERl0 ,0,Dt1ERIOR VE%IER10 Jl{KrERIOft V 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB %(SHOWN WITH (OHISHOWNMTH H (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLEPANEL) THE EXTERIOR) THE INTERIOR) 4-TRACK C FRAMEHEAD 4-TRACK F FRAME SILL 18 1 22 MAX. UNIT HEIGHTPER TABLES 14 PGT0129 PRODUCT REVISED as comp In with M. FIprI4R GunatR3 NOA-No. a 17-0420.12 E ,i.uon O.tw=17/2020 7r �• Na 607u6 HE ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR ea 11a tte 28 28 3 Qfl G)l 1 n Q Ic N EMMR a go - I TT IX R10R v R7 \l J L ERQR V V ea 113 wo 103 STANDARD �WITHHAVY-DUTY STILEAL S L1 STANNDARD STIlESB1160 761 Rt 2-TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) L. H 6136- OUTSIDE CORNER 01 2-TRACKSHOWN 1u1/e IM cmr. �Aurx�mae mmevxromr �avrrs�� INTERIOR 0%2-TRACK SHOWN NT� U INTERLOCK 5 11 ' ITEM #61 (HEAVY-DUTY T STILE) SHOWN, ITEM 960 (STANDARD STILE)ALSO 90' INSIDE CORNER APPLICABLE, SEE TABLES 62-TRACK SHOWN 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. 41NTERIOR Expiration Ualo 1T/ ey �— Nla ``111puu1ry, * , No. U705 —9: y 3TION DETAILS CORNERS Y N� 9. SGD - LM IMPACT -PGT0130 A. LYNNMILIER, P.E 19 a 22 JC P.Ei59]0.5 Rem DPWGT# PGT# Descliptlan 1 11300 I 617308 2-IAACK HEAD 2 1T3W 61T303 2-TRACK WAO 4VRH 6CREEN RAIL 3 1iJ09 '81TJ09 3-TRACK HEAD ! 17312 1 mI312 MIRACK NEAR 5 1 17319 1 BR314 FRAME BCPEW mVE0. 6 IM17 017317 FRAME HL"AO7.WMB AOD4IN 7 17304 61TA4 2.711AIX SILL 6 17M BIT301 2-TPACX 6RLYAM BCREBI PA0. 9 173m BtT3m 3-TR msu 10 into 817010 4,RIAIX SILL II tT313 8IM13 FRAME SLLL TMIX WENT 12 F15 B1]315 FRANESRLSCREFNADDON(SEENOTE3) 13 17316 01T316 FRAMESRL6CREENEN3A K(SEENOfE3) 14 173M 01T305 2-TRACK JAMB 15 17302 ef73M &7RAIX JAMB WfM SCREEN RAIL to 1T348 547306 1TMm"D 1T trill almll 4-1RACK JAMB 18 173N 617J22 SU RLSER - FIAT, FLUSH, 1-IfP fB trite 017319 SRL—ROM -BOX FLUSH, 1-4W 20 17RI BI7321 60.1RBER-FIAT,IOW,2-1/Y 21 17318 817310 SILLRISEA-BOX IOW, 2-iff ?2 17355 017M5 SILLRGER-FIAT, MEOWM.3-IN' ?7 1m5/. 817351 SLLLRBER-BOX MEOUM, 3-114' 24 11323 01TSZ1 S LRGER-FLAT,HGN,4' 25I ll,wo I BIM20 IGILLRISER-BOX HIGH, 4' 28 1a333 I 817333 PoCKETP-HOOK 27 ]Om VON) NEOPRENE BULBWSTPFORP4100K 20 f7334 61=4 POCKET"OOKMWNT 29 1T335 017335 P1100KO011M 30 17MO 517340 POCKET P-BWK FOR BOXRGER 31 17M 01T976 135 WRWR 32 17376 6173i6 135FMOMOUNT REM&4053 PRE SCREEN PAR 40 431e 0U259 SCREEN 41 1LOCKWOSK LOW94tl-•LOCKSRE SCREI]4 LOCK6ET 42 4m10 SCREENKEEPIMSPACERSET 43 aim 68162 SCREEN O(MRIACKAOAFIF.R 44 4428 6i428 SCREENDOUBLEFDERLOOK 45 4J17 8f2296 6CW]DIMPRAIL 48 4318 612257 SCREEN BOTTOM RAIL 47 Bee., 75RA2 STAOIDARO ROLLER 46 886 7SRA% STANDARDROLLER-U ST- 49 43H 64344 SCREEN ASTRAGAL 60 17J49 817349 UM SCREENASTRAGAL ADAPTER 51 IBM 61892 SCREEN SPLWE-.165' 52 16M 81694 SCREEN SPLRIE -.1W iI 53 61B19C0 SCREEN GLOTN 54 178 VCX4" X1116' SET. BLOCK NEOPRENE 85 VS 55 1]2B 1'X4-Xt/1P SET. BLUGK, NEOPRENE 85+18 Rem PDT" PGT# Descrip0on BO t1325 017325 PANEL STRE 61 Ina B11326 PANEL STLLE(HEAW GUM 62 1732T 517327 01TERLOIXAOAPTOR BJ 1425 61P240 VWYL BULB WSM.-1HW (R46DE N1ERLDIX) 09 172e 71729 SRL END WEATHERSTRIP FAD 85 17328 01T328 WIERLOCK80PEWCOVER e! 17329 Bt1329 ASTRAGAL 80 Im 617339 HFAVY DUTY ASTRAGAL 09 17324 617324 TOP 8 BOTTOM RILL 70 17360 4173W W IIWRSIMR DUEN5DN N4JECTDN MOVED) i1 INS 71893 1-12•Xi'%94'NGH FWSEALWSTPLUGS 72 6153 78f53X TANDEM ST. STL. ROLLER ASSY. 73 m53 78151H TANDEM NYLON ROLLER ABBY. ]/ SLGOW OOW899, DO"S OR GE-T100 75 BIBS 781e5X GEMNIMORIICE"LYDDALLOCKWILONOTN91FATE 10 71032AFPFX 01032%1°R SS 6CREW WIIYPE'F°TP 7a 71=a 10326IEELBNC"N 19 17357 0173U I' G BEAD 80 17359 61T349 alto' GEAD7FBB0 PANEL CLP " 61' 173W 817380 MIO'OEAG 82 1"4 orP2A7K VINYLBULBWEATHERSTRP 63 61745 1745 LOWENC,1/2XilIr SGLSB)EAOH.TPPE,POLYETN. 100 I 8052 4NM ROLLER AD,L HOLE PLUG - 101 720B7 JWBBUMPER 1ri 1o98 71M WSTPWO to BIN 781M 1'KEEFER IN NG TSOKEEP SCREEN LOOKKEEPER IM 17344 0/7344 FOEO PANEL Mao -W LONG 105 17M 81nm FOED PANEL RRAWER-WIG' 107 1739 71739 HANOLEKU-NMRGR MGED WRH THUMB um 108 1T40 T1740 H4NGLE KR-RASED E7(IERGRHANO.E to 1731 78IMN WjmLEKR-RECESSED NTFRDRV41N 1HUL18tURN 110 1732 78178 HANBLEKB-nWWEDIXIERGRFML 111 71MPPSW B10XXV PH.-PRTEK- U.B. 112 1235 67S10 MW,.W0X.170•FW SEAL 113 1712 1 64068 .Iai'X=TFlJSaAL 1M 710)(115PFIK OXI-172' 116 7MNIFFT MBXI' 116 mmx R1420X1'S.S. 117 720MIM 014-20X1-11TS.8. Ila IT= 617330 9011GREEDORNEIt RECEWER 119 17337 BIM37 900EOREE MDE WRWR ASTRAGAL 120 iT336 0117330 Wm— EE W6mEmR EN ASTRAGAL 123 f7352 -(R FOEOPAWLRETAWER,716' LERnI.GFAD7N veZ94 20 a 22 1 POT0130 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39. 56-59. 66, 78, 84-99. 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR 913 REQUIRES MIN. 010 SMS OR 3/1 B' MASONRY ANCHORS ® 24- MAX. O.C. PRODUCT REVISED ao complying 4rith the Florida Botha, Goau NOA-No. 17.0420.12 HE �.: No. 58705 5.069' 8.562° 0.080° 1.2110 1.505" 0.081' Oj 2-TRACK HEAD 10 4-TRACK SILL (6083-TEAL) (6063-TB AL) 1.211' 0.081' O2-TRACK HEAD W/SCREEN TRACK (6003-TO AL) 6.528' 0.080° ;4 1.505 03-TRACKSILL (0063 T6 AL) 7.106" 8.227' 0.080" 1.60T 1.2IV 0.081' 3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (608&T6AL) (6063-176AL) 9.142" D4A9" 0.080" 1.211' 1.505° H t0081' Oa 4-TRACHEAD 02-TRACK SILL (8063-TB AL) (8063 T6 AL) 0.080' 1.574' 0.062° 1.280' 7�0.632" 0.780' 0.0.60' 1.516' 1.99W O ARAME HEAD/JAMB SCREEN 12 FRAMEJSILL SCREEN AD"(6063-TOAL) 13 FRAMEEND SILL I-ONCEEN (6063-T6AL) (6063-TOAL) REQUIRES MIN.#10 SMS REQUIRESMIN.#10SMS 0R3/16°MASONRY 0R3/16'MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ W MAX. O.C. ANCHORS @ 2R' MAX. O.C. N.l'£MCE,RJI93 (p(#a9Drb0o eBer.cw.11mepmzpe 3 770 2-TRACK JAMB W/ 16 SCREEN TRACK (6003-T6AL) 6' le 3 TRACK JAMB (600346 AL) 21 a 22 1.872' 0.082" 1.019' 0.081' BCREEN ao STILE (6663-T6 AL) 5.069' 1.04s II 1' LAW 0.082' 0 2-TRACKJAMI 45 SCREEN TOP RAIL (6083-T6AL) (8068-T6 AL) 17 4-TRACKJAMB (6063-TB AL) 0.876" 1.993. 0.062" SCREEN 48 BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED plyying with the Ykni6e BWkil., CWe NOA-Ne. 17-0420.12 B plratlon cam 0W1712020 * Ne.58705 OO.t.I 6rn{eo �) �" "ONAL e °lrnh w ALYNNMILL PP.. � � �}\ S� &� J �JL�' 1 ,§ �k + O\ S § � ; � O ) �\_ {( m | } ; ) | ( (� \ 8CANNc-p BY St Lucie Countv M 1 DARE v DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE LNOA) Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (7W 315-2599 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone_ DESCRIPTION: Series "SH-700" Aluminum Single Hung Window —L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. �� The submitted documentation was reviewed by Manuel Perez, P.E. C 0 PY NOA No.17-0630.08 nuutwanE COUNTY Expiration Date: March 26, 2021 Approval Date: November30,2017 t Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09101105, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseae spacer system, Super Spacer® NXTTM 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 Idahnis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel er P.E. Product Contro E iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN=ED B. TESTS (CONnNuED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. OS-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL 4646 and FTIA648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 1 an gel er P.E . Product Contr 1 Exa finer NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and FBC 60' Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17116, expiring on 05/21121. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19117, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5te Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26121. u r P.E. Product Co of E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A.09D' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA, INC.) OR .090- SAFLEX WB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 511W LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1B' HEAT STRENGTHENED GLASS WITH A .090' KURARAYTROSIFOL*PVB (BY KURARAY AMERICA. INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5116- LAMI CONSISTING OF (2) UTES OF US- HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL'PVB(BY KURARAY AMERICA, INC.)OR JDW SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/1S' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A.090- KURARAY TROSIFOLO PVB (BY KURARAY AMERICA. INC.) OR .090' SAFLEX 0 PV6 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/1 S' LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F.7/1fi LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH A.09T KURARAY TROSIFOL "(BY KURARAY AMERICA, INC.) G. 13116-LAMI IG: (1) LITE OF 11B- TEMPERED GLASS, AN BR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF US' ANNEALED GLASS WITH A .09W KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.09D' SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K 13/16' LAMI IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 1B' ANNEALED GLASS AND (1) LITE OF1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOLO PVB(BYKURARAYAMERICA INC.) OR.D90' SAFLEX OPVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 1311V LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN BR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH A.09W KURARAY TROSIFOLM/B (BY KURARAYAMERICA, INC.) OR .D9W SAFLEXO PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. IWIS' LAMI IG: (1) LITE OF 10' TEMPERED GLASS, AN AIRSPACE AND V16' LAMI CONSISTING OF (2) LITES OF WIG' ANNEALED GLASS WITH A .090'KURARAYTROSIFOL PVB (BY KURARAY AMERICA, INC.)OR.090'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K. 1&16' LAMI IG: (1) LITE OF 1B' TEMPERED GLASS, AN BR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116'HEAT STRENGTHENED GLASS WITH A.ODO'KURARAYTROSIFOC PVB(BYKURARAYAMERICA, INC.)' OR.090-SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 1311W NMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WTTHA.09PKURARAYTROSIFOL�PVB B(B( Y KURARAY AMERICA INC.)OR.090'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13116-LAMI IG: (1) LITE OF 1B' ANNEALED GLASS, AN AIRSPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL OPVS (BY KURARAY AMERICA INC.) OR.090' SAFLEXO PVB INTERLAYER (SY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: 'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 13, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13DD. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODEs/STANDARDSUSED: .2017 MORIDABUIMING CODE (FBC), M EDITION �2014 FLORIDA BUILDING CODE (FBC), 0M EDITION -ASTMEUDDO4 4ANSUAFSPA ND ZHSFOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM4015 CAM 1110 12 4AISC MD-10 NOA DRAWING MAP SHEET GENERAL NOTES.._.........I GLAZING DETAILS ............ 2 DESIGN PRESSURES ... .... 3 ELEVATIONS ........... 4 VERT. SECTIONS .._......... 5 HORIL SECTIONS............ 5 PARTS LIST .... ......... _....6 EXTRUSIONS .................... 7 CORNER DETAIL ............. 7 ANCHORAGE .................... 8-11 MGledal Min. FT Min. F. Sleet scm 92 ksi 120 KSL Elm U raOon9 1SS ksi 177 ksl 410SSEIC000teFlez® 127.4ksl 189.7ksl 6053-75 AOsdnlsn 16ksl 22 test A36 Steel 38 ksi 58 KSI Gr. 33 Steal Stud 33 ksl 45 ksi 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4845. FTL-4648, FTL-0647, FTL-4848, FTL-4649. FTL4650, FTL4651, FTL-4723, FTL4967, FTL4958 AND FTL3063. ANSVAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. DFAT.OFAUM� ILUM. SINGLE HUNG WINDOW, IMPACT Nlor r �vro 5 1 • 11 404420 '7,a7ONA61E�` A LYNN MILLER, P.E. FL P.E.W 58705 12'NOW GLASS BITE 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM 5/16".LAMINATED GLASS 80,81 or 82 12'NOM. GLASS BRE OR HEAT STRENGTHENED GLASS AYER OR HEAT STRENGTHENED GLASS 12'NOM. GLASS BITE Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Oua= Super SpacernXrWth Hot MeH Butyl Sea this Sheet for 73 Ouanex Dumseal Spacer Matedals 74 Cardinal )L Edge Spacer nmcnrn�c ,w, 3/16-ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16LAMINATED GLASS 83,84Or85 71-74 aEXTERIOR INTERIOR (ALL SECTIONS) • KURARAYTROSIFOL 12'NOM PVBINTERLAYER Or GLASS BITE SAFLE%PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED Ll 7116- LAMINATED AIRSPACE AIRSPACE 1/B' ANNEALED OR TEMPERED G1A55 1/6' TEMPERED GLASS 13H6' NOM 73/16' NON. 13/16" LAW IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16' LAM] IG GLASS W/ 7116' LAM] 89,90 or 91 KODISPACE 4SG TIPS WRH DESICCANT _ SUPER T SPACERGNXT" I.P STrYLe STA q4v `IN. Goss DURASEALO OSPACER fRiN.orA ./ XL EDGE SPACER aratD Full 1 2 1 71 1 404N20 NOTE LAMI IG OUTBOARD LNES MAY BE UPGRADED TO3116' WITH NO CHANGE IN DESIGN PRESSURE. * ' No.56705 FL P.E.# FLANGE OR INTEC BED ON FLANGED STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WIHIGH SILL OPTION BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 3831E 44' SO 6M" 83' 1 72- 74" TABLE 2. 76' 46" A,B,M ,a8D.0 -80.0 +80.0 +80.0 40,0 +60. -80.0 *70.0 -70.0 +70.0 -70.0 +70.0 -70.0 5D" A,B,M +80.0 -80.0 +80.0 -B0.0 +80.0 -BD.O +79.80 -79.9 +7D.0 -70.0 +70.0 -70,1 +70.0 -70.0 5Y' A,B,M +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 410.0 1 +76.9 1 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 .67.6 0118. A,B.M +80.0 A0.0 1 +80.0 430.0 1 +00.01 430.0 1 +75.0 -76.0 +63.0 -68.0 1 +66.7 1 .58.7 +65.5 E5.5 UP TO 53 1A1' C,D,E,F,G,H,I,J,K,L +6D,0 1 -80.0 1 +BO.O I 80.0 1 +80.0 -80.0 1 +80.0 1 .80.0 +70.0 -70.0 1 +70.0 1 -70.0 +7nnl 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW AX HEIGHT MINUS SASH HEIGHT (M. WINDOW HT. W/ SASH = TE FLANGED AND 7r INTEGRAL FIN) WIDTH GLASS TYPE -1711E 221111E 1 26311E 1 333/4' 1 39511E 4413/16" 60318' 551N16- 63118' +80.0 -80.0 +80.0 d0.0 +90.0 �0.0 +80.0 -80.0 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 +70.0 70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 511E LAMI -(VrA.090,1/B-A) PTL Ml 4648, 4723, 4957 B, 5/16- LAM) - 1/S"A..090,1/S"HS) FTL4647, 4MB C. 5/16- LAMI- IIWHS,.090,1/9"HS FiL4647, 4648 D. 7/16' LAMI - 311VA,.090, 3/16'A FTL4645, 4885 E. 711E LAMI - (3116'A,.090, 3/1WHS) FTL464S F. 711E LAW- 1WHS,.090, 3/1WHS) FTL4645 G. 13116' LAMI IG -1/8' T. AIR SPACE, 6/16- LAMI- 1/EA,.096118'A) FTL4646. 4723 H.1311V LAMI IG-1/ET, AIR SPACE, 6/16- LAMI -1/8'A„090,1/8'HS FTL4646 L13/16'LAMIIG-11WT, AIR SPACE, 6/16- LAMI -1/B'HS,.09Q1/B'HS FTL4646 J. IYICLAMI IG-1/87T. AIR SPACE. 7/1E LAMI -(3/1EA..090, 3/1EA) FIL4649, 4650 K 13119' LAM] IG-1/E T. AIR SPACE, 711E LAMI • 1EA.09% 3116-HS FTL4649. 4650, 4958 L 13/18' LAMI IG-1/8' T, AIR SPACE, 711E LAMI -(3/16'H$.090, WITHS) FTL4649, 465D M. 13116'LAMI IG-11WA. AIR SPACE. S/IE LAMI -(1/B"A..09D. 11VA F7L-5083 HT. MEETING RAIL T} 'X' Sq§H w •p• MINUS SASH HT. MEETING tmRA'L4 H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIS' MINIMUM TO 38' MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES" FOR ADDITIONAL DP Iwo Teuwaamo5N8 °i^" LIMITATIONS. H.vFBm&F -" ��r� DESIGN PRESSURES C T.OFAUM slmo I NTS 13 - 11 4040-20 * i No. 5870S '• r - A ',. ID �'�S;0NALIENG`�� A LYNN �:,ILLER. P.E. 53IV MAX FLANGED WIDTH 52 IM' MAX I.F. WIDTH f495VMAXFLXED_fj C DLO (ALL) D� SEE TABLE L 75' MAX. I.F. D� HEI HT 76' FLANGED HEI A STE�IDLLEO MAX L Hi - — — O �� 7yy 75' MAX. A I.F. HEI;HT 76' FLANGED HEI STEAD DLO L HT JOLO 75' MA%. C� HEIGHT O //, 76' FLANGED HEI MX. T SEE DLO TABLE MAX)I` J� X j 38 SASH HEI X STABLE X jE4 OLD STABLE X j NO E4 48 V4• MPX vENT DLo (Au) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E- 76' 17S HEI HT E-J HEI ','HT SEEDLO O I STABLE O j / LA E L 76° FLANGED FLANGED HEI HT T 20' SEE DLO TABLE x 20' SEE DLO TABLE X j SASH j SASH FrsODUCI'Revu6D HEIGHT HEIGHT mcoadYl�r.M �F7i� Bmi4igy Cale B /•amuam Nol - 3D. DBB e"F""m°Oae 7n21 DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) r°a'� �0...E., NOTES: ` ��i�.: ' ucxyt;i�� 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. * No. 5870$'P 3. SEE SHEETS 8 THROUGH 79 FOR ANCHORAGE INFORMATION.- 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. OFRT.OFAVMR£IAd I I iu.�ruo..u.....`.. ....... LJ mroro A. LVNN usre.°ccxc ® SMpp A7$ 4 s 11 4010•ZB G FLIP ED LITE DAYL GHT OPENING OUTSIDE F�2.784'—�{ NOTE: MIN. (7) SWEEP IATCM AT VENT CEMERLINE OR OPTIONAL BOTTOM LOCKS, (i) 8' FROM EACH SIDE OF SASH. ZB Z7 NOTE: BALANCE PARTS USED INSIDE MAX NENT DAYLIGHT OPENING BASED ON SASH WEIGHT �� _ ^ INSIDE � 9,10,11,15,16 SECTION S-S (LOW SILL SHOWN) BOR I I I OUTSIDE F.----MA%. FIXEDDAYLIGHTOPENING r• MAMA X WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 z. s I HIGH SILL 2. LOW SI�I 49 HIGH SILL 4B LOW SILL HEAD BB I.F. FRAME F:-2.n10`1 (LOW SILL) ULTRALIFT ONLY cm.OFN11HR Woo�aff 1 5 s T1 SECTION C-C # : No. 59105 O: A'• �/ 0.. S�SP "?ORInA.; dn� A LYNN MILLER P.E. FL P.E.#fiam ITEM DWG# DESCRIPTION PGI# 1 4002A FLANGEFRAMEHEAD 612225 2 1155 #8X1.000 QUAD PN.SMS 781PQA 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 5 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 e 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318',6R',OR11116- 10 1080 BALANCE COVER, 3/6'OR Ell' 6BALCVR916 11 08X.750 PH. PN. EMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1086/1 GSE SASH TOP GUIDE 42504 15 98 X I PHILLIPS FLAT HEAD S. STL 76XIFPW( 16 1080-1 BALANCE COVER, 11/16- BBALCVR670 17 4053 ISASH STOP COVER 64063 18 4029-1 ISASH BRACKET 7ULBRKT 19 96-32 X12'LG. PH. FH.TYPE FS. STL 7832Xl2FPFX 21 405 13 FIXED MEETING RAIL 64054C 23 40060 SASH TOP RAIL 64006 25 1235 WSTP...170 X.270 BACK FIN SEAL 07S16G 26 1096 SWEEP LATCH 71096 27 1U78 #8X.625PH.FL.SMS 7858 28 4007 SASH BOTTOMRAIL(LOWELL) 612230 30 122E WSTP..BULBVINYL BTP249 31 4008 SASH SIDE RNL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 H.AM SETTING BLOCK 3132"X25164'XV 71622K 36 1052 ILAM IG SETTING BLOCK I' X3/4'X 1/16" 71052K 37 1224 JMNYL GLAZ BEAD BULB (THICK) 6TP247W,K 38 1225 JVINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD. 5116 LAM GLASS. 64039E 42 40448 GLAZING BEAD, 5116 LAMB WGRILL KIT M4703 44 4222A GLPZINGSEAD,7/I6'LAM 64222 45 985C GLAZING BEAD, 7116" LARD WGRILL KIT 6985 46 4067 GLAZING BEAD, 13/16"LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAIL, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME. I.F. JAMB 64074 62 4009 SILL LATCH EGRESS LOWSILL) 764008 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATC H(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR. EVER.) 61014 58 1630 SCREEN CORNER KEYWIRINGS 71630 57 1S31 SCREEN CORNER KEYWOUT RINGS 71631 58 1073 SCREEN SPRING 70ASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K �--2.]B4 1. .062 47 FRAME. I.F. HEAD #4071A 8083T8 O FRAME I.F. LOW S)LL 04072A 6063-TS ° 50 FRAME, I.F. JAMB 49 FRAME I.F. HIGH SILL #4074B, 6063-T6 #4073A. 6063-T6 (USED AS RADIUS TOP HEAD) * ; N0. 88705 t*1 of ORN D T ii(CSD.�ORIDP .'•A\C� GEItf.OF/.NH.vDd /LLVIvb pI1YV••- nvnV rrn ✓vrr, mn w � v 1v JR 7 O NO CN4NGEB TH13 bT0F7. 11fO�r rr,e,< m..e -- ACVNM LL870 P.E. mrib�: aiv_ n as rmvmLs!zm..c. ® 31#pp " 6 w 11 4040-10 II G FL P.E.#58705 163 H--2.784-1 .062 O FLANGE FRAME HEAD #4002A. 8063-T8 O FLANGE FRAME JAMB 94004,6063•T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A. 8083HD-T6® 714006C,-115-T6 .062 2.830 2.330 L - I H--2384—y O FLANGE FRAME SILL (LOY✓) #4003C, 6053-T6 1 �ib13+{ .738 .D62 .490 .096 OSASH STOP 17 SASH STOP COVER 94025,6063.T5 #400, 6063-T5 I�-2.326- �2.2�76-+{TI I T �I IIt.iO7 .osz 1978 31 SASH SIDE RAIL 062— 28 SASH BOTTOM RAIL(LO #4QD7,6063T5 I Z764—`1 ISFLANGE FRAME SILL (HIGH) 66 SASH BOTTOM RAIL (HIGH) 69 #4050A, 6063-T8 #4051A, 6OMT5 #4008, 606&T5 O5� 050 678 r 1.098-{t�i .ale qp GLAZING BEAD, 5/16" #4044B,6063-T5 u (USED Wf GRILL KIT) U96-I�---�{T O GLAZING BEAD 7/16" #4222,6063-TS .050 L 1.115-y�--�i-f 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .683 050 -f•---�(-1.097 O GLAZING BEAD, 13/1 #4067,6063-T5 FRAME CORNER DETAIL HUNG WINDOW, IMPACT i • f 1 d;a 20 -LF. FRAME � SEALANT ALONG ENTIRE JOINT BOSS (2) VIEW D-D VIEW E-E (1/18VIEW HEAD B SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION _ - - 0 - -�- 1.165 1�- 50�.6178 1.096-4, -T 062 "134' GLAZING BEAD, 6/16" 41 #4039B, 6063-T5 * No. 58705 ANCHORAGE NOTES: OR#12 1. ANCHOR TYPES: 1-SC EWS INTO SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3-#125CREwS 2'ANCHOR FOLLOWIINGDMI ENSIO SN CEO ON THE HEgO-1S7I2'MAK FROMTOPCORNERS JAMBS- 171fr MAX FROM TOP CORNERS 15'MAX FROM BOTTOM CORNERS BELOW MTG. RAIL NOT REQUIRED 3.INSTALL PER THE ADJACENT TABIE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LEss. 5. DESIGNPRESSURE UMRA7ION5: VALUE ROVE TEM,INDTHA BOLD RALICIZEO VALUE ABOVE THEM, INDICATEA BOL ITALICIZED MAXIMUM RSDESIGN HOWN IN SOLD. WITHTHEQUANTITY THE MAXIMUOF M OLD. OTHERWISE, RESPECTIVE DE SHOWN PRESSURE FOR SSIZZEE AND GLASS TYPE S AVNIABLE E RESPECTIVE 6. SEE NOTE 4, SHEET 71 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LNRTED)1182 FAD 2 JAMB ABOVE 2 3 MIfG•RAIL JAMB BELOW pROD11CTRwIDiF'.% d4C°1'c�. BWlae# B MTC'�L AaePlmre No o(e30.0 (FULL DP) ny HEAD 2 mlm„ ft JAMB ABOVE 2 3 �rr� MfG. 3 .� ONY LY.. JAMB BELOW `��'�JCEe+•'M�i%' MTG. RAIL Qr •,P 4 SEE TABLE 1 FOR _ �t i No. 587ps - FULL OP - : /; _� i.ct -A :, Q; ANCHOR SUBSTRATE: ANCHOR TYPE: WINDOW WIDTH QUANTITIES GLA55 TYPE FOR III FLANGED WINDOWS TABLES. WINDOW HEIGHT 26.603 34.6M 40.603 1 46.603 1 52603 58.603 1 64.603 1 76.000 p NV`VIV�V`Vr�`7'O�`Vtm`+Q�V`NQ�V`VHp�V`V o U p o o p � `o U p $ o o p 5 n Q p 3 O U p N3�V o 0 `V 19.125 C,D,E,F,G, HI,J,KL AI.0 1 1 2 1 111 i 112 1 2i2 1 tr2 1 2 2 1 2i2 1 2 2 1 2 2 1 2 2 1 2�2 1 �I2 1 2 2 1 2T2 1 2r2 1 �_--6-MAX. 2 2 1 2j2 1 2:2 1 2 3 1 2 2 1 3 3 qBM .__.�.._�-_._ 1 2 111 1i2 2jP 1'2 212 2i2 2{2 2 2 2i2 2f2 2!2 �t- q2 2 2 2 2 2 2 -1SILL-ANCHORS 2 2 2,2 2 3 2{2 3.3 24.000 C,D,E,F,G, HI,J,K,L 1 12 1 1;2 1 1 2 1 1�2 1- 2 2 1 2 2 1_ 2j2 1 2 2 1 2 2 1 212 _1_ 2 2 1 2 3 _1 2 2 _ 1 2'2 __1 2 3 -1-.,1 2 2 2,3 .,1.^. 3J3 1 2 2 -1- 3 3 qB,M 1 +ill 1 1 2 1 1T2 1 1j2 +T! 1 2 2 1 2{2 1 2�2 1r1 1 1 1 1 1 114. 21[ 2T2 212 2I2 2�3 2 2 2I2 2{3 2 2 213 313 2 2 3 3 C,D,E,F,G, H32.01K),4J�KL 1 J 2 _1 1 2 1 2 2 1 213 1 1 2 1 2r2 1 2 3 1 IT2 1 219 1 2 3 1 2 2 1 2 3 1 2 3 1 2r2 1 2 3 2 3i3 1 2�2 1 3 3 2 3 4 1 3 2 1 3j3 2 3 4 1 3�3 1 4 4 A19,M - 1 1 2 1 1,2 1 212 1 .. .__...._ 2 3 t 1'2 1 2I2 t 2'3 1 _._. ... 112 1 2 3 1 ._.,._.._'. 2 3 t 2'2 ... 1 2 3 1 2 3 1 _.._._. 2�2 1 2 3 1 .__ 3 3 1 2 2 1 3 3 1 .... 3 4 3 2 ------ 3!3 314 - 3 3 4 4 �'�0 C,D,E,F,G H,SJ,KL 1 2 2 1 1� 2 1 2 j 2 1 2 3 1 112 1 2' 3 2 2r3 1 2 2 1 2 3 2. 2 3 1 212 2 2 3 2 2 3 1 2r3 2 2 3 2 3 4 1 2 3 2 3 3 2 3� 4 1 3 3 2 3 4 2 3 5 -1 3' 3 2 4T AB,N7 1 _._... 212 1 _. 712 1 ._ 2;2 1 ....... 2 3 1 __.. 1 2 1 ..__ ....,_ 23 2 2B 1 __ 2 2 1 ....._ 2 3 2 2;3 1 2'2 2 _7_ 213 2 ..._ 2i3 .. 1 2i3 2 _ _..._ 23 2 ..... 3 4 1 _,_, 2'3 2 33 2 __-..._._ 3 4 1 3 3 2 3'4 2 3 5 1 'T- 3 3 2 ..-- 414 40.000 PSF 79 C,gE,F,G, H,I,J,KL 2 2 2 2 ...1.. 1 2 2 ...... 2 2 2 _.-_ 2 3 ._ 2 2i2 2 23 W-2i 2 ..... 2 3 2 2I3 .. 2 2'3 2 .... 214 2 _-,- 2'3 2 ... 3 3 ._ 2 3 4 _. 2 2�3 2, 3T4 ,.2 2._ 3AB,M ? 2 ?,_-_?_ 2 2 2 2 2 2 2 213 2_ 213 2 23 2 214 2 213 2 3j33421334353133144T 2 2 2 2 2 2 2 3344 22212222I32122I3 PSIF 79 C,D,E,F,G, H,4J,KL 2 2 2 2 2�2 2 2 2 2 _ 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . 2 T22 j 2 2 3 3 2 4 T3 3 3 34 _ 2 3 _ 3 3 3' 4 2 3 . 3i4 3 5 3 3;4 4 5 3;4 .44.000 4 5 2 2 2 2 2j2 2 212 2 2 3 . 2 _2 2i2 2 3 3 2 2 4 2 2 3 2 3 3 2 3j4 2 2j3 2 3j3 2 _ _ 3 4 2 ___ 213 _. 2 314 2 . _T 3 5 2 3 3 2 2. 3j4 2 4 5 2 3 4 2 _2qB,M 4 5 48.000 PSF 79 79 C,D,E,F,G, H,4J,KL 2 2 2 2 2 2 2 2 2 2 2r3 2 2r2 2 2 3 _2 314 2 2I3 2 3 3 2 3�4 2 2 3 2 3 4 2 3r4 2 23 2 3 4 2 3 5 2 3 3 2 3(4 3 3'5 2 3 3 .2 4r5 3 4 6 2 3 4 2 5 5 AB,M 2 2 2 2 2T2 2 2 2 2 _ 2T9 2 _.- 212 2 -.- 2{3 2 - _ 8 4 2 . _ 223 _ 2 3 3 2 .._ 3�4 2 ... 2[3 2 i:4 2 . 3T4 2 _._ 213 2 _ 3 4 2 3 5 _. 2 3T3 _ 2 3 4 3 ... .. 3T5 2 _.T_.. 3 3 2 __._. 41b 3 _,._ 4 6 _. 2 3 4 2 515 53.125 PSF M 79 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 2,2 2 2 2 2 2 3 2 2'2 2 2 3 2 3i4 2 23 2 3 4 2 3!4 2 2T3 2 3 4 3 34 2 313 2 3'4 3 3 5 2._-2 313 4 4 3 4j6 2 3r4 3 4,5 3 46 2 3 3 56 AB,M 2 2 2 2 ._ ... 2�2 2 2 2 2 2 3 2 _r._ 2:2 2 .. _.. 2]'3 2 3{4 2 213 2 3�4 2 3.4 2 ._... 2I3 2 ....,.._ 3;4 3 _..... 3;4 ._.. 2 3�3 2 3j4 3 31,5 2 313 2 .._r....�.._ 4;4 3 415 2 _.__ 33 2 _... 4 5 3 ._.._.__, 4 6 2 _.... 314 3 4�5 1PNTECR+olnGr owve H.IVEM��,Rt� cu+r.orAulRaeae wrvuanemn „uu„`m'n `��` ANCHORAGE SPACING 1/1WINDOWS :0�+.• STATE �}�� :��os•.,!YOR1op:'�2�� ALVNNA1A JN�. FL P.E.050705 ALUM. SINGLE HUNGWlNDOW,IMPACT JR P698H] ,. O NO CIUWG6TbSSHEEl. r.s: SNNO N7S 8 > 11 o.+er 4000.29 r G w..� FJG c.,. 7/[41)B JJ �591 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO ULTRACONS,OR 912 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. WINDOW HEIGHT SCREWS INTO METAL SIIBSTTtATE: 3-812 SCREWS CRETE-FLEX 29.655 37.155 1 44.655 52.155 59.655 67.155 74.655 76.000 0 NQUQ�O�ONUg 0 .0 0 0 NO`Ot`i��O 0 0 0 U �O 0 �i pO�O�ON�pp�O�ONpU�O�O U U 0 0 0 0 o O 0 NgOg�O�ONpU O o U 0 0 ^'OHO U 0 U ANCHORTYPE. 2. ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS 5 U U 5 U U $ U U $ U U j U U $ U U 5 U j FOLLOWING DIMENSIONS: VMTH TYPE 1 1 1 1 1 1 1 1 HEAD -1812' MAX. FROM TOP CORNERS C,D,E.F.G, 1 } 1 1 1 1 1 1 1 1 1 i -Ti 1 i T •IAMBS- 1710 MAX FROM TOP CORNERS H,I,J,K,L 1;1 _1 1 1 1?1 212 2(1 2f2 2(2 2i1 2 2 2 2 Y 2 2� 2�2 Yr2 2 2 2i2 2'2 3'2 2 2 3 2 3i2 2�2 3 2 iSMAX FROM BOTTOM CORNERS 19.125 A,B,M _111__1 _1 1 _1V MAX BELOW MTG. RAIL SILL-a1NCHORS NOT REQUIRED 1T1212 2 1 2 2 Zit 2i1 2 2 2r2 2 2 2 2 212 2 2 2I2 2 2 2 2 2 2 3;2 2 2 32 3.2 22 3 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF USING THE DIMENSIONAL CRITERIA OF 1QUANTITIES C,D,E,F,G, H,I,J,K,L 1 1 1 1 22 1 1�1 1 PT2 _1 Y 2 1 2I2 1_-,-__.11 2r2 2r2 2 2 Yrz 2r2 2 2 3i2 3 2 2r2 3 2 312 2 2 3�2 3 2 2 2 3�2 NOTE 2. 24.000 J79 1 11_1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 212 1 1 2 2 2i2 2r2 p.2 22 2I2 2,2 2Tz 2T _ 3 2 2 2 3 2 3 2 _ 2 2 3 2 3 2 2r2 3'2 FLA ARE I-LESS.GED OYYS. INTEGRAL FIN DIMENSIONS ARE 1 LE55.PSF77D,D,E,F,G, PRESSURE IAOJACEM S•S IBLOCKS 1 1 1 '1 H,I,J,K,L 1 1 1 1 2 2 1 2I2 2 2 2 3 T 2 2 2 2 2.._1.,-_1,__2 3;3 2 2 3 3 8 3 .1_. 3 2 _1_1 3'3 J 3 2I2 _T_1 3 3 4T3 _1..._1_ 3 2 4 3 .-i_-f 4 3 3 2 41 43 OFTNEGN TABLEWITHA BOLD ITALICIZED VALUE ABOVE THEM, INDICATE 32.000 MARIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 i 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1�1 1 1 22 212 2T2 2 3 2 2 22 3 3 2%2 3 3 353 3 2 3 3 3 3 212 3�3 4i3 3�2 4 3 4 3 3.2 4ig MA%IMUM DESIGN PRESSURE FORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 {rj 1 1 1 2 2 2 1 2.2 1 2'2 2 -A 1 2;2 2 2 3 2 3i3 1 2r2 _2 3'33 2 3 1 3T3 2 4 3 2 3 3 1 3!2 2 3.3 2 473 1 3 2 2 4 3 2 4 4 1 312 2 413 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. 37.000 1 1 1 1 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 2 A,B,M 1_ 1 1 1 iri 1 1 1 2 2 2 2 2 2 2 _2_ 2i3 212 22 3 3 3 2T2 3 3 3�3 3 3 4�.33f3 3 2 3 3 4 3 3 2 4 3 414 _1 3�2 T3 PSF 54 79 62 79 2 2 2 2 2 2 2 232 2 2 2 2 2F4�3 2 2 2 C,D,E,F,G, N,I,J,KL 2 1 1 2 1 1 2 1 1 2 2 2 2 2i2 2 2 2 2I3 2T2 3 3 3�3 2 2 T3 3 4 3 3 4I3 3 3�3 4i3 4;4 3 3 414 313 5 3 40.000 TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2A,B,M 1 11 1 2 2 2%2 8%2 2-r3 Zit 3!3 313 2T2 3T3 43 3T3 8 _2 3 3 3!-3 43 414 3r3 4!4 33 5i3 NWC PSF (DP LINPTEDI 117 PSF 49 79 56 79 79 HEAD 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r.F.G. H,LJ,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3r3 2 2 3T3 _2 3i4 _2 2 3 3�3 4 4 3 31 4 3 4r4 _2 3T3 4T3 414 3r3 4 3 4 4 _2 3 3 5 4 JANS ABOVE 3 3 qq 00p NITG. RP1L 2 2 2 2 2 2 2 2 2 A.B,M 2 1 1 2 1 1 2 7 1 2 2 2 2 22 2 2 2 2 3i3 2 2 2 2 313 2 3I4 2 2 3 2 3 3 2 4i4 2 3i3 2 4!3 4{4 313 4 3 4i4 3 3 4;3 4!4 3 3 5!4 FROWCTIt6lR56D JANB BELOW m®,pYvB WaOe Huiffi B T�aCade MTG. RAC A�,ro�,�rral •o .og PSF 45 74 bi 74 79 78 2 2 2 2 2 2 2 2„ 2 3 2 2 2 2 2 3 2 2 3 2 2 C,D,E,F,G, 2 2 2 I 4 3 5 4 4 4 4 3 5 4 ULLD 0yun 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2(2 2 2 3 3 22 3 3 3i4 3�3 3'3 414 313 414 4T4 3 9 4j4 4I4 I`" �m eroaecl A.B.M 2 2 2 2 2 ._2 2 2 2 .__ 2 2 ._..... .. 2 2 _ 3 2 -..�. 2 2 _-_. 2 2 3 2 2 3 2 2 FfrleD 2 ABOVE 2 4 1 1 1 7 1 2 2 2i2 2 2 3 3 2!2 3r3 3;4 3T3 3�3 4r4 3i3 4I4 414 313 4 4 4 4 4 3 514 4;4 4i3 5 4 JAMB `11, N 1j MTG. RNL . LY N PSF 41 87 46 87 76 79 .. - JPNB BELOW �a'•1S�F++sp'�Y(�'� MTG. RAIL 1 •F9 C.D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2_._3._ 3,. 2 3 3 2 413 3 Sr4 3 5r5 2 419 3 51q 53.125 H,LJ,KL 1 1 1 1 1 1 2 2 2'2 2 2 3 3 3�9 3r3 4 4 3T3 4�4 4 4 3'3 4'4 4.4 3'3 4(4 5T5 _ *.:•� No. 58705 i A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 ........_ 2 2 2'2 2 2 3 2 2 .,T 3 3 3 3 3T3 3 2 3 .-,. 4:4 3T3 4 4 3 2 3 -_,._. ...._ 414 3'3 4�4 3 2 2 4;4 3i3 4 4 3 2 3 .. .:,.. 5'4 4r9 5'4 _ 3 2_ -3 514 4i3 5T4 *� SEE TABLE 7 LC - FULL DP - ST TE I T'•4/� 1PNTECIPlOIMaY CANE-. ANCHORAGE SPACING, STANDARD VIEW ,; °FS •.,'ypaiDn;�G��;: ALUM.SINGLE HUNG MOM, CFRT.OFMIM119HJ emw,rtemn uiwoxnvawF. �m ® IMPACT w,yr ..� �aYrOn� Nve. 4040-20 G FL P.E.958705 JR C696H7 p,ey,e G NO CH4NGE8 ms Sl .. moue SMW NTS a.e 9 ✓ 11 RK _ am =7 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD BJAMB3 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22.668 28.211 1 33754 39296 1 44.839 1 50.382 1 55.925 ANCHOR TYPE: ❑ of❑"O�On 5 O 0 ❑ 0 ❑ O U aO�O ❑ O D ❑ NOtrO O u ❑ r•ONO"O�OnO"z ❑ ❑ U ❑ ❑ o ❑ O �' U ONO"zn ❑ ❑ 5� O O o ❑ `O ❑ ❑ nO"O�ONO"� U ❑ U ❑ 5 U �' U O WINDOW WIDTH GLASS TmE 19.125 D,E,FJ, K,L ��1--j-j .2 .2... 2 -2 2 2 2 2 222 2 3 2 3 3 2 33 3 3 24.000 D,E,FJ K,L 1 .4.._ 1 ��-j�-�-� 1 j� 1 �-2 1 -2- 1 2 7 2 1 2 1 2 1 -2--2 1 1 .. 3 1 __ 3 1 _2 2 1 _.__.. 3 1 3 7 ._.... 2 1 3 1 .. 3 1 3 1 .._......_..__. 3 1 3 1 3 1 _... ... 4 32000 D,E,F.J. K,L 1 .j. 1 Y 1 .4_ 1 p.. 1 ..2- 1 2. 2 3 1 2 1 3 2 -3_ 1 3 1 3 1. 3 1 2 1 3 1 4 7 3 1 4 1 4 1 3 t 4 i 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 .'_...._._. 1 1 1 1 _._. 1 2 ...... 2 1 ... .... 2 2 2 2 .._._...._. 3 1 2 2 _._.___.__.... 3 2 3 1 3 2 ...... 4 2 ___. 3 7 __... 3 2 ._... 3 2 ._.. 4 1 ..__ 3 2 _. _._.....1 4 2 4 1 _. 4 2 ..__.. 6 2 __. 5 1 .._... 4 2 .._... 5 PSI 1 79 79 79 79 40.000 D.E,F,J, K,L 2 .. j... 2 ..j 2 2 2 2 2 2 2 2 ..4 -._3 2 2 ...4 2 4 2 3 2 4 2 4 2 3 2 6 2 4 2 4 2 5 2 5 2 4 2 8 1 2 ..2... 2 -: 3,._8_. 3 PSF 79 76 79 77 79 79 79 44.0D0 O,E,_FA K,L 2 1 2 :. j._. 2 1 2 2 2 ._2.:. 2 2 2 3 2 ...3... 2 3 2 ._..4...4. 2 2 4 2 ._4.... 2 .3 2 6 ....4 2 .--3 2 2 5 2 5 2 4 2 5 J. 5 2 4 2 6 PSF 78 M 70 79 78 71 79 73 76 48.0D0 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2- ..3... 4 ,, 2. 4 2 2 5 2 4 2 5 3 5 2 4 2 6 3 6 2 4 2 8 3 6 2 6 2 6 1 1 1 2 2 2 3 3 S 4 PSF 71 79 63 71 79 1 64 74 66 771 1 69 69 63.125 CE,F,J. K,L 2 2 2 2 2 2 3 2 2 3 2 S 3 2 3 3 8 2 5 3 6 3 8 2 5 3 7 3 e 2 5 3 7 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE, 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ° n O Z ❑ 2 ° n O " 8° O O o n O n°"i_ n 3 z° 8 N N WINDOW w®TH"8`8 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 244 000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 711 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 88 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4. 4 3 4 5 3 4 5 3 4 73 58 BB 72 53A25 2 2 2 2 2 1 2 1 3 1 3 3 4 1 3 4 4 3 4 5 1 3 4 5 1 3 1 b 5 3 1 5 C T.OFAUM.PFItlB arom I MTS 1 10 , 11 ANCHORAGE NOTES: 1. ANCHORTYPES: 1-1/4-ELCOULTRACONSOR#12 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD- 1812'MAX. FROM CORNERS JAMBS -17 12' MAX. FROM TOP CORNERS 11 10 MAX ABOVE THE MEETING RAIL 6' MAX BELOW MTG. RAIL 15' MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM NEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM NEW WINDOWS ARE 125W MIN. TO 38' MAX S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. 8, DESIGN PRESSURE LIMITATIONS: S D'.E BLOCK6 OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MWLPSF SEETABLE3FOR (DP LPWTED) 112 FULL DP HEAD 2 JAM ABOVE 2 MTG. RAIL (FULL DP) HEAD2_ JAMB ABOVE 4.. MTG. RAIL TABLE B. KEY: FRODUD BeMM .C=oyugwiw N.F1u1Je MAX. PSF DmIJ®yC R.m Z -m30z1 (DP LWQIED) 112 »m JANE BELOW 2 By MTG. RAIL A0 Dv ftl (FULL DPI aGN...LY N4�'2 �`�'C,: ''��GENSF•;�!(�� JAM BELOW 2 MTG. RAIL ., •JJ SEE TABLE 3 FOR _9 • FULL DP 77 qq 'AO �': T.:'�1L7`, ISTOM VIEW Are o' '. N.`n_`.`?oRloa.rA2.` EXTERIOR INTERIOR NOTES:1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY 1-3f4' MIN. EDGE (ALL HEAP AND SILL DETAILS) WOOD ANCHOR APPROVED 1/4' ELCO ULTRACONS OR IW SS4 CRETE-FLEX. MINIMUM DISTANCE FROM (ULTRACON ANCHOR) ( (SEE NOTE 2 8 3) 2-12' MIN. EDGE CONCRETE ANCHOR ULTRACONS NS CONCRETE EDGE IS T CM FOR CRETEFLEX INTO CONC. 2-12' ED. FOR (SEE NOTE 1 &l 3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (CRETEFLEX ANCHOR) (SEE NOTE 3) 1' MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS IDS), 3.35 KSI MIN. 1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131'O x 2-12' COMMON NAILS (F1667 NL CM CONCRETE S-07 Z (80)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED 111 '�13/4'MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET) • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL tx o Ma• TOTALTHICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK 1 0 INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1' I IWTHICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4' 1f4, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6D&1T5 AND A MINIMUM OF IB' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045' THICK THE METAL STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR a 1.3/4' MIN. EDGE NLTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL 1-1/4' MIN. EDGE( 2-12' MIN. EDGE (ULTRACON INTOFLEX INTO CMU & CRETEFLE%INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN 1-3/4' MIN. EDGE (GONG.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1318' 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4-MAX.SHIM-+(�- ' ;: S. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. MIN. 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IWO CONCRETE ANCHOR, O � CONTACT UILDINGCRDISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1'MIN.EDGE FLORIDA BUILDING CODE. FH BELOW MEETING W000 ANCHOR. RAIL. (SEE NOTE 2) c. av'.MPv INr I 3.35 KSI MIN. CONCRETE .,r OR 1.5 KSI MIN. CM-9m 1x BUCK OPTIONAL WITH SOUD CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' S/6'MIMEDGE NSEOMENT-Imo-----j MAX -I rT SHIM SHIM .131' DIA. MIN. x 212' NAIL, AT CORNERS AND 5' O.C. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR IA" FRAME MAX. _ f SHIM MAX. AT CORNERS S'O.S IIM)I IlEi WOOD FRAME AND NERS }�1 If �tlr=tl 1N,x 2 II MAX' ATCORNERS SHIM AND 5'D.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE (611)a& I= CENT. CF411TI.R m00e Rw1tle 1-=i-2-12'EMBEDMENT DETAIL G, (SILL) "F No.667D5 SI I NTS 1 11 1 11 A. LYNN MILLER T FL P.E.# W705 SCANNED BY St. Lucie Coun MIAMI•DPtDE ry a DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) JUN 2 7 2018 DADE COUNTY, FLORIDA ST. Lucie County, Permittit DUCT CONTROL SECTION ( ER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.eovleconomy es, P 70Technolog Drive, CCNCEA=FASTEi4ERSORAi-ACHNEi4TS 1070 Technology Drive, ARE THE RESPONSIBILITY OF THE Nokomis, Fl. 34275 CONTRACTOR OR RECORD SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCWTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — LWX APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact', sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0629.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and as well approval document mentioned above. The FILE COPY The submittedd P documentation was reviewed by Jorge M. Plasencia, P. E. NOA No.17-0504.04 tvAttie eouivrr , Expiration Date: February24, 2020 Approval Date: December 07, 2017 �ttIZ5Ir7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.16) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOANo. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencla, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTl muED) 4. 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 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14105, FT"315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FT"311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E130044/ 09 G ,K rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex BP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 51 Edition (2014) and FBC 6ei Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No.16-0629.16) 4. Test proposal No.16-0152 dated 03/09/I6 approved by RER 5. Laboratory compliance letter for Test Report No. FTL 5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09 1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No_'s FTL -4921, dated 07/17/06, FTL4527, dated 02/10/05, FTL,4528, dated 02114/05, F17-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL -4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09113/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16 and expiring on 02/24/20. orge 1VL Plasencia, P. E. Prod6ct Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24,2020 Approval Date: December 07, 2017 E-4 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 7116' LAMA CONSISTING OF (i) UTE OF 3/16-ANNEALED GLASS AND (1) LITE OF 311V HEAT STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER B. 7116 LAMI CONSISTING OF (2) LRES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090' PVB E . C.71RLAYER 6"LA CONSISTING OF(1)LITE OF3NS'ANNEALED GLASS AND (1) LITE OF 3/16'HEAT STRENGTHENED GLASS WITH AN.076' INTEF LAYER 0. 7/16- LAMA CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN.075' SMW TEMPERED GLASS OUTSIDE, 1/4-AIRSPACE AND 1/4' AIR SPACE AND 6-TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND A,.075' INTERLAYER W1S' HS} 6' TEMPERED GLASS OUTSIDE, 1/4' AIRSPACE AND HS,.075- 91TERLAYER, 3/16- HS). 2 DESIGN PRESSURES: TABLE 1, SKEET 3. A NEGATIVE DESIGN LOADS SASSO ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. DESIGN PRESSIIRERATWG IMPACT MTNG SFE TAmEtONfif1EET3 pAT]1 FOR LORGE &Se,e., MI581LE IMPACT REGI9TANDE FIND. Anchor Anchor Type From SubMroOe M1n.Edge EMAee Group Member D{ganre S m All 6063-TSAIumlmfm 3T' (Gr. 6) / lea 11 Canemte (min, 2. el) 2' UOmCon® JambHo2wvBloak (ABTA CBO 2" 1 code m . 3 ) 1 CCrelaFlml� VO' 410 SS Eico HolawBlaek 1 1a/4" AB Smthem Pine (SG =0.66) 1" 1) WIffRE GUeSTMTE CONDITIONS REOVIREANCHOPAOE FFAM MORETHPNONE OF TiEANCNORGRGUPS g00YE. CHOOSE THE ANCHORGROUP OFTHE LONESf LEITDi WRALLTAB4E91NTHISAPPROVAL 2)ALL ANCNDRHFAn TYRES ARE APFDCABIE. 9) M IN. OF S iHREADB BEYOIm Y.E'nIL BUB9IRATE. 3. CONFIGURATIONS: A. O IOC X�1 OX X)OC XXO OXX, OXO )GOON XXXO OX�YX OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMS SIDE LITE ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRINCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE NM. AND UNITS TO MAKE THEABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 V3% STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, F11-4312, FR-4315, FTL-4527, FR-052$ FTL-4529, FTL1530, FR-0921 AND F nAS41. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES ............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................._ 4 VERT. SECTIONS . ........... 5 HORIZ. SECTIONS........... 6 PARTS LIST ............... ...... 7 EXTRUSIONS_ ................ B-9 MataAal Min. Ft Min F. Steel serow 92 ke 12(IMM EIca UBleCml® 1SSWI 177ke1 410 SS Elco QateFlexO 127A MI 169.7 km 806&TS AluMnum 161m1 I 22 kel DDDES/STANDARDSUSED. .1017 FLOWDA BUILDING CODE A(FBBC, m EDRIGN c2014 FLOMDA BULDING CODE (FBC , STH EDITION nASTM E13D010 .A SIWSPANDS=5 FORW000 CONSTRUCTON 0ALUMINUM DESIGN MANUAL,ADM,A015 -MV SIM12 01=38M 10 IROSIFOL' PVB BY KURARAYAMERICA INC. OR SAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; EASTMAN CHEMICAL CO. PRODUCT REVISED ec compigng, WON Me Plo44o Du1141ne Ootle Now-xe. 17-0504.04 ExplmUen aatall4/2020 By Mlam atle not Confml No 53105 u..,s C'8fA0EAVR!» ILLuiw. rractnm uwn a a.uc u rcv .. JR OYfdl7 0 UPOA71-0N16C20n AD'D®TBGAREV'O DOOAS6L eY1� r.e �m.e. r ALFLP.EA MILLER a 9K wi.�w�ra FDrap FL{ } e 12 SOpO.11 O FL P.E11 fiB7D5 7/16' NOM. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS -.030'PVB INTERLAYER - 3/16' HEAT STRENGTHENED GLASS 91 OR92 W GLASS SITE 7/16- NOM. - 3h6' ANNEALED OR HEAT STRENGTHENED GLASS -.075- VANCEVA INTERLAYER - 3116' HEAT STRENGTHENED GLASS 5'S' GLASS BITE EXTERIOR I I INTERIOR EXTERIOR I I N I INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/i6" LAMI GLASS W/ VANCEVA INTERLAYER M. NOM. T/e' NOM. 3/16' TEMPERED GLASS 3/16' TEMPERED GLASS AIR SPACE j AIRSPACE 311 V ANNEALED OR HEAT 3/16' ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .030'PVB INTERLAYER .015 VANCEVA INTERLAYER 311W HEATSTRENGTHENED GLASS 3116' HEATSTRENGTHENEO GLASS 95 OR96 97OR98 5/6' GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL BETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER -PVB'=.080'TROSIFOLP PVB BY KURARAY AMERICA, INC. OR.OSO' r SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL VANCEVA BY EASTMAN CHEMICAL GO. 6W GLASS SITE EXTERIOR INTERIOR GLAZING DETAIL SETT NG BLOCK 718" LAMI I.G. GLASS W/ VANCEVA INTERLAYER PRODUCT REVISED 6s wmP,921 wlfi Me Flo44e WIEing CCe"4E NGA-N". 17.0504.04 eeptr m oat" 02/24/2020 B Minor m uet nW {. i N4 66705? CERI.OFNRILg9� MLUM. rRCIVUn vwrt o ut✓c ulcn n 9i 01.^Idl7 0 'NEWPVBMANUFACR/RSR WKYY�IDg o,o..r r.e w.mw 0.LYNN MILLER, P.E l X � � s FOMo FU 2 • 12 5000-11 G FL P.E.1/58165 Table 1. Maximum Des)an Pressures (Dsfl Configuration Width an) Allowed Glass Types Helght(in) 79 3/4" (6B) ,A 83 3/4" tr ) g7314• 91314" 98514"(BD) French X 37' (3q A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 C,G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 Door )X 71314• A,E +70.0 -80.0 470.0 -80.0 470.0 -80.0 +70.0 -W.0 +70.0 -80.0 C,G +700.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 Full Jamb 3611/19, A,E +70.0 -80.0 +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 G,G +100,0 -100.0 +900.0 -100,0 +700,0 -100.0 +100.0 -100.0 +100.0 -700.0 3011116" C,0 +100.0 -100.0 +100.0 A00.0 +100.0 400.0 +100.0 A00.0 +100.0 -100.0 Sidelite Nam w 33 11116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 .100.0 +97.4 -97.4 Jamb 36 11116" A, S, E, F +70.0 -80.0 +70.0 -80.0 +70.0 .80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +1M0 -100.0 -7116' LAM[ (3116"HS,.090 PVS, 3116"HS) - 7116" LAM] (3116&.075 VANCEVA, 3[I V'HS) - 711 a- LAM[ (3f18'HS,.075 VANCEVA, 3/16'HS) - 7/8' LAM] I.G. (3/16"T, 1/4' AIR SPACE, 3116"A,.090 PVS, 3/16" HS) -718" LAMI I.G. (3116"T, 1/4' AIR SPACE, 3/16'HS,.090 PVS, 3116"HS) - 71W LAM] I.G. (3116-T, 1/4" AIR SPACE, 3116"A,.075 VANCEVA, 3116"HS) -71W LAM]I.G. (3/16"T, 1f4" AIR SPACE, 3116'HS,.076 VANCEVA, 311 S-W UPGRADE FTL4311,4312, FTL-4527, 4528, 4529, UPGRADE FFL-4527, 4528, 4529, FrL4311, 4312, UPGRADE FFL-4311, 4312, FFL4527, 4528, 4529, UPGRADE FTL-4527, 4528, 4529, OVERHANG LENGTH OVERHANG\ HE GHT a L NOTES: 1. IF USING THE OPTIONAL LOW -FUSE SILL (PART 10, SHEET 8 OF 12). THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED T0+510 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDEUTES. (REF. FrL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELRE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE PRODUCT REVISED pl with Ne Flpritlp emiam9 �a 17-0504.04 naa-No. * : Nn 99709 ry1e46tYtl ,� __ '411 g111111,• cerr.�uln�m�e M. FRENCH DOOR&SIDE L17ES IMPACT JR MH(W] G AOOm ND7E2 �r,onpmrr rw+ge w p.,t "w.. r ALYNNMILLERP.E. rw "'1a LT. arie,M ,u�ieom°�'%„+v� R1)W _ M8 3 e 12 800611 G FL P.E.955705 7313/16' MAX. WIDTH �{ MAX 9ALL HEIGHT OX OR XO OXO 37' MAX WIDTH 25 MAX r— 713/4'MAXWOTH DLOALLX / / `\♦ i 19113 OLD NA OXXO (SHOWING EACH VERSION SIDELITE) 3611/15 III��... ,.I 3611115 MAX WIDTHX. MAW071H ' 25' I 11 333/16' PRODUCT REVISED as eomplNng with Q. Floelae CooGa 9WWIng NOa-No. 17.0500.04 Eemimaon oat. OY/24/2020 MTiam a maact Cnafm x XX O (FULL JAMB) NOTES: i. CONFIGURATIONS WITH SIDE Lim CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET B. O (NARROW JAMB) I : *: Na. Una "•IIIIIIII�`- JB O1Hd17 D NO LT4WGT97N193HEET. CB2I.ap umtsas ALUM. FRENCH DOOR & SIDE LlIES, IMPACT A. LYNN MILL ER P.E. mnemn�am ® r — FX LT 480E w rook Fl7)N7 NTS 4 • 12 5000-11 D FL P.E.968M5 VERTICAL SECTION A VERTICAL SECTION B 1 NARROW AND FULL 1 OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 6 4 oa 7 23 6 - 5 ORIGINAL VERSION TOP RAIL B 21 55 ALTERNATE VERSION TOP RAC. It> <8>C MAX DLO MAX OLD EXTERIOR INTERIOR EXTERIOR INTERIOR PRODUCT REVISED as coing IlW with Me Florida NOA-Na. 17-0504.04 MAX MAX F.apliallon oat. 4/2020 HEIGHT HEIGHT 0 ORIGINAL VERSION BOTTOM RAIL Ria a uct 1:onae 22 56 ALTERNATE VERSION BOTTOM RAIL 2 6 5 10 1 3 VERTICAL SECTION C VERTICAL SECTION D �,. No.58I05 - ` *E NARROW AND FULL OUTSWING SILL ;� a li I- JAMB SIDE LITE SILL = •• it`s•:FIURIDP..� orpw 1OJ0x. �t'st VERTICAL SECTIONS G�2� AItENt`�� carr.4�,am(came ALUM. FRENCH DOOR& SIDE UTES, IMPACT �. �� G � ruore ar — A LYNN MILLER, P.E. p8000.11 oFX ( °i�r esrmvemr a a�aw NiW T/2 5 +12 0 FL P.E.q 58T0.5 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE G I I � I 26 20 105 20 SEENOTE 81 1 82 <t> <1O / 6 6 5 29 NOTE: ASSEMBLY HARDWARE OTY(3XII- 80 FROM TOP& BOTTOM AND ONE AT MIDSPAN DETAILJ 3D INTERIOR 20 5 26 46 SLAB AT GLASS BED 1 B3 27 DETAIL G STILES AT ASTRAGAL DETAIL F PRODUCT REVISED FULL JAMB SIDE LITE 9smie'mvP oeeWfhIII. Rn"ea (AT HINGE JAMB) EXTERIOR xoaNn. 17-0504.04 6 82 81 SEENOTE 6 82 81 SEENOTE Fipltatlon Pate 02rMM020 B 5 S 1 minx nen n norm 20 106 20 1 106 8 60 30 7 7 30 27 80 20 27 29 83 70 29 83 70'C�;�N�cEv"sFN'•'y!! °• 1 DETAIL E DETAIL I ; * : Ne 6BT0! - DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE ^P I1 I (AT HINGE JAMB) (NOT SHOWN ABOVE) -%O ... rWPitTiNmLbYMeVG+ ....... . rcrmc>:aaam ZfLUM,ORIZONTAL SEC110N DETAILS ''ii �INALIEN�`� Icrrl,arwn .e+ olmm� G REVISEDs2Almp& . FRENCH DOOR&SIDELITE IMPACTyFrr m.rc r A. LYNN NMJER P.E. FX LT2i91 LT. [tbW mn�nm� D9 12 S +12 B000-17 G FL P.E.P SSi05 PDTSR DODR FD750 IIPM 1 d 6 t { ID v a p p n w 61 FD730NARROMIJAMB I d 6 1 { n a p p n w 61 A ASSEMBLYTOT W D D D w CLASS.HEADS&SDJCONE W 91 9] W Sq RI 96 w m 1w tm Iw b) In/180RNGDY➢M2 �LRID� aBtr. LleAlIM1® e�vrt/3ro ,Vt mnmc R7LLJAMRSLDBLrM PRODUCT n REVISED BUNaln9 e� .Itn05 FlMm Noh .. }7-0500.04 WImYen DmeU2,24,2020 BY mlem-Du Pro ucl Contra \\1111111 /I/1/' ``�aON`�-L.Y.N,(�'' _ * Na 587p3 •• #• _ •'O\�� '�irS/ONAl- `% IMPACT s 0.LYNN MILLER P.E BBO6}i O FL P.E.R 55705 OWD/ OSODPmN Pf'W ®6 PRALIR- 3➢L6MeW � WU ➢P�GP 68® {8w SL%W mV9l La1m Wm L\WI'1JLPIAffi 6� FXAl1fRA8.®1f®.YBIXeW IIRI•Pn AD A on 61➢8 GOD wld 3DPMIL W14 D BOIIGIMd M13 ]RRFADvtA➢pY16Ux3S 61AL®A pAH®IURNVIYIbU tWD:tLLA ® 71ulms xD W31®f /{YYPPft ➢mVRII%A fDD6SRP ® D1I81lRfIDADIliPB BOa s®ITR1A1D13RILf 90N SIDEUM WO6 FMUB-IUAU6®1. fiW)f BID DIt W Btlm wm eIXRN C➢WR ®//t mw INBrAWP1Affi DDa PPAMRAB6R1ffi.YBDwW d8X1'Fv AD Wu; M1d w13 RAd ®Il I�N6IBxw 61R0➢A 4lAN®1ID[NV1N616 t91Qi1JlA Wn t1AeW wDlp nxYTPR Dm\Rpx(ReRN =I1 Wa 6tlH1lI8xPA➢IA01 I>l11/ tllo lAew ®1R ®R FRLND[WDLA8901>M.YMAM 6w1ID /16RIRx VtPestmmW ®16vlwx[M Uxl Vl iRiwILRB¢t➢W tmfi s1163➢L Ewf6 DAIDVD{I:DANI'D➢W �B 9a OlPl3 meLM➢NAt®[iA88 9 YIeHI 7110 ➢NAl1DOAM a w8R5NeHI meu{mvAt,Dawsa c vANrxv Y1c t/16•IAAWlA3RIQA88 a VAN®VA Ne VIf IAMLD eT,IMR Ne AMC®] Ne )T IABDLD eT VP 6PA Ne Ne ]T IA{DLD 1eT VP 6PA NeAtDLRDYANCLY' 8ie er vd•se Ne aavALua• me aem >u �La OffiA 8L1N®.1D fi1� ®A me tUA➢ ta�A iwaA TT°M®A➢ ®AA ta) 4➢Vn]RRHWBLP (XI dTTdn c a.Y�1TORIDP•; ,:ARTS UST ALAt VAL FRENCH DOOR& SIDE WES, rrr o..ar /Dm0 RA 7 • 12 dt DLLp71 ,.... 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T 9 dtmt u wa\ aWmns➢L Imp ttMRrAr�. f m mu ®I,IIIAIdRWPAt11Bf3110 shut aou xl wN TRM ROD dtl11 a nu e➢r1➢M Rlm tm{W� aWU It wn �n R tllfi R013➢pSWFffi U016 a v n tlD sntR $y@y 4At?Fl9L11i ARCM ALTR8IIINAL'll)fl mAa lA1dRWM 6mD fi�ID a Rlm\ talR Lov➢1 mva.A a n mu tlIPA trAR 11AIXiffPLAffi IIOORSm$ fixou 6tl1M )1 WV RPANIA td� It p N p ssistBewaeuavr BAR MU6roLW /aaYP SROS9IRA (>PAR MDRD@N/llaI VITWARND. xvf®AI➢DIWDYIbUR]S 611WA p HIxNDLN6]{ tPATi➢LA n wA 1fRR8OAfm 6¢1em T wD 6AliAAIAl®fd1lAAlwdd 39 ® IIItZIf10Q 1➢➢3 w urrnASTrst�we/Iz DmLtaRn tLmPAx a wn au®DLRwAe� 4x Idif ®1 STAIID.1WlDL5BBlRxB W/68 R➢D DDDftiWxRltlB d3 �1 u u waa BDB. stommLrumaaslRlxesamwsnzve 89TU).7RI➢t RAPIL- PuffiAr RRAIUL ALTN➢iRx� 1>IDI'.SIR®P1A'IRATAxIRAG1 C➢VRI011® LrilUBpAffiwaWs6pxN'6tpwLtRlID n1w® ffiU®I85D@W✓a)A]RPB 61mEenAffiATN61D35QL TxlaPrx Wm/�1 46 WSD61ASl to 4 W ®6 tmvPa[ )nvTlE a n 9 Si tln WD wfd APADHIffiBSDR.W8891x WPfULIH mmavuffisDmTs ss/xlnWmLta+wRa/rPv AR119rmN 6! PA6APBTiBfffi' HTAD➢5441®.PAR41Y31T(A�1R nAx. o➢wJ RAIL OfxILT vte:: veuDaoL3s ]L39.AA twaewLx R n wlu tlLN ®l+A f6 n 6W]M mD➢➢Ltx L 4 662 1.000ILS l � 3.836 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDE] ITE SILL I1-- 3.018 71 O7 #8009 6063-T6 INSTALL PLATE --1 1378 F-- L- .C62 2.I}238 .850� .583 1 O#8003C 6063-T6 #8004C 6063-T5 OUr-SWING SILL O OS SILLCOVER 7.278 L°� ,.3r6 .663 TIC— 3.636 -- —I 10 #8058A 6063-T6 OUTSWING LOW SILL 4.027 /.033 .050 O#8008 6063-T6 DRIP CAP .074 T E.000 i 1.498 L _ 1�— 3.190 --i 20 #8012 6063-T6 2@0 STILE TT .076 4" T e33 .,00 1.938 i 1 r &250 --iiI"— @#8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL +{ 1.160 I+— .040 O6 #8 07 6063-T6 SCREW COVER O23 #801�7 6063-T5 TOP SWEEP 6w .T-2.240 —+{ #8016 6063-T5 24 BOTTOM SWEEP T T 075 .838 .100 ,.� .076 �7 - rSN:1. 0 8.250L-� I#8015 @BOTTOM RAIL, LAG BOLT DESIGN TOP RAIL,26 LAG BOLT DESIGN ASTRAGAL 55 mrrorwm® 8 • 12 1 8000.11 PRODUCT REVISED cumpblu9 MIM tM1e DMda 8ulml,g Cotle Noa-No. 17-0600.04 E.pl,e6oe„ Hero 42020 eY Mlem ao o nVel A LYNN MILLER P.E. 2-2W�r 076 27 #8D2113g063-T6 GEAR HINGE, JAMB L050 .438 2.822 —.1 O81 #8028 6083-T5 SL HEAD TRIM fu42 +{ 565 I'}' ©0 #8022 6063-T5 BACKBEAD STRIICIVIUL POLY6p=s1cr E VATHOESICGW7 ��r 742 072 4 28 #8020A 6063-T6 GEAR HINGE, COVER L�- 3.775 —� I 125 r .OJ #8056 6063-T4 O SUBSILL, OPTIONAL 1 886 .045 ®0 #8026A 6063-T5 SLBACKBEAD smucrLqVl SNCJNE NOA FOAL WOFI pESICCFNi a s 74� 331 075 1.763 1—f 1+— 2438 29 #8018 6063-T5 IS #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR Imo---- 3.836 70 #8010 6063-T6 NARROW SL JAMB L- 750 .81 � .045 Q#8023A 6063-T5 7/16" BEAD lm KODISPACE lm SUPER 4SG TPS SPACER®NXT" Part0 Deacrlp0on Material 100 KoMffMl g 460 TPS Spacer system 101 Ouanmr Super Spacer r0( vM Hot Melt 841 Seet STX fatatlels 102 O,ualroz Dulaseai spacer Mawd 103 Cardinal T0. Erloe Spacer aVIYLa S CFOAM L_ � 437 557 ®#8024A 6063-T5 0 I.G. BEAD DURASEAL0 I SP® ACER I+ 1.812 +I� .100 I1.000 37 #8039 6063-T6 TRUSS CLAMP 2.313 O82 #8029 6063-T6 SL JAMB TRIM mXL EDGE1° SPACER .125 3.251 Y— 1-�+` O#8033B 6105-T5 o FD ASS'Y BEAM PRODUCT REVISED . cnmPlyylI�q -MN Mild. eulialm C"4o lloa-No. 17-0504.04 E)@ImUon oeW OW24/2020 "I raAF. ®Alm(�60 I II 1 �PII ALVI2 !'I�G �VIIVVVM1VVIVG MIGV 1 r JR OY1M7 0 NO L7IANG,SiTR55Nt�T. Ll \ \` J"I I.L err r mevr I.v A LYNN MILLER, P.E o� oJTW/sM ��FX faza0l L7 12 BW0.11 O RP.E.N 68706 JAMB -- ANCHORS 18.500' HT. OTY. MAX O.C. 853/4-(5) 91314--(5) 8T3/4'-(5) B3314'-(6) DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC Ie• I8• I� 3 8' I� 7 3 B• it' 3'MIN.� AHEAD &SILL 1t 1'MN.� --HEAD&SILL 17' TYP. ANCHOR TYP. ANCHOR CLUSTER CLUSTER 10571' S ENICAQOTE4 BEENOTES 10.511• MAX MAX O.C. JAMB JAMB JAMB O.C. ANCHORS FIT.53 OTY-(8) ANCHORS QTY.(S) AX O. MAXO.C. ANCHORS HT. 953/4'-(B) 973/4'-(8) 53HT. 91314•-(5) 91314•-(5) (i)EO. (3)EQ. -(8) 95314•-(8) 87314--(8) 83314--(7) 633/4'-(7) 03314•-(5) B33/4'-(8) &P.IYP. SP. TYP. 87314'-(8) 833/4'-(7) 793/4'-(Q I _(. 793/4'-(I) 11'r2DETAIL 79314'-(5) I I 11' UM.)CONCRETE) �11• DETAIL B (WOOD AL/ SEE NOTE 5 DETAIL D (WOODIALUM.) (SINGLE PANEL)RE PANELS) aPPLI�a IIN°G(2 OR MORE PANELS) ANCHOR TIDES:R TYPES: OF CIRCLED ANCHOR TIDES: CORAORC ANCHOR CORA RDING CIRCLED LOCATIONS ANCHORAGE SPACING REQUIREMENTS: APP ANCHOR LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OFSINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MDOURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILSA THROUGH DARE MAXIMUMS. 2 ANCHOR TYPES: ANCHORTIPES: SEE TABLE A SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. (OETAILA CONCRETE SUBSTRATE DETAIL B. WOODIALUM. SUBSTRATE) HEAD AND SILL.....B' MAX FROM FRAME CORNERS. JAMBS ...... _............. I1' MAX FROM FRAME CORNERS, 18.5DD' MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671' MAX. O.C. WOOD SUBSTRATE (DETAIL B) 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL- 8' MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15- OR GREATER AND AT 3', 6' AND 9' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF6). JAMBS: I I- MAX FROM FRAME CORNERS AND 18.503' MAX O.0 S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOOIALUM. SUBSTRATE) HEAD AND SILL 6' MAX FROM FRAME CORNERS AND AT 3. 6', 91 AND 17 MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27.3/4'. JAMES: I I- MAX FROM FRAME CORNERS AND 10.571' MAX O.0 PRODUCT REVISED to compMlm with Ne Florida DuflN,g LC`ede NDA-Na 77.0504.04 tupim9ua Dale=24/2020 _ * ; No. 60709 7wlJtsst® _-- '•41111111tt" ,.� mtr. oFdurxlwald ALUM. FRENCH DOOR&SIDE LITESIMPACT JR ONO'I7 O REVISED NOTES CLU8THtQWNf1fY. �iaam errs o,e rran p ALYNN MILLER P.E. ev uu Ir gem /urn 114 f0 a12 _ &1oo O FL P.EA fiB705 TYP. ANCHOR TYPE, TYRANCHORTYPE, TYRANCHORTYPE, TYP. ANCHOR TYPE, EMBEDMENTAND EDGE EMBEDMENT AND EDGE EMBEDMENTAND EDGE EMBEDMENTAND EWE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEETABLEA.SHEETI. SEE TABLE A,!=: OPTIONAL BEE TABIEA, SHEEP I. SEE TABLE A, SHEET Iv OPTIONAL 1!4' MAX � 17GR UT 1/4' MAX 1w GROUT, I'�f'I GROUT BE SSHIM NOT 3NOTES I - NOTE3 1 .r •.,- ,.-.: - -.� ----r i 2X WOOD METALSUBSTRATE T :i•`::;.` —T T2%WOOD�� i �:CONCRETEfCMU ,'1"y';+�;. EMBEDMENT BUCKSTRPORJ BUq(sTRIP ORI PER ANCHOR ��. EMBEDMENT EMBEDMENT REQUIREMENT PER PNCHOR �..-'• - FRAMING, SEE FRAMING. SEE REQUIREMEM , NOTE THIS SHEET NOTE1 THIS SHEET EWE DISTANCE EWEDISTANCE I� EDGE DISTANCE r-- 11WMIN.EMBEDMENT(METALTHICKNESS) EWE DISTANCE J{ I� TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO METAL) (DIRECT TO CONCRETE)(DIRECT TO WOOD) (DIRECT TO WOOD) C AL-JEXTERIOR INTERIOR EMBEDMENT (ALL HEAD &SILL SECTIONS) 1X WOOD 2X WOOD BUCKSTRIP OR FRAMING, BUCKSTPoP, SEE EDGE DISTANCE SEE NOTE,, THIS SHEEP 7/e'MIR EMBEDMENT (METAL THICKNESS) EDGE DISTANCE NOTE I,THI3 ;CONCRETE(CMU:; ;?,;' Ste. PERANCHOR EWE DISTANCEr EDGE DISTANCE CONCRETElCMU%1 + REQUI1/4`PER ANCHOR,1/4'METAL SUBSTRATE MAX REQUIEMENi I'' �'`; �l':F MAK1!4' MENT REQUIREMENT SHIM ., e., ;� ;rt. EMBED1MENT SHIM S � REQUIREMENT ` •.t;:fx t�.'t::.;': %ta•�'i.: �; —LIM ® vvYR LU4' /ti--NL�J �� MAX MAX IYP. ANCHORTYPE, SHIM TYP. ANCHOR TYPE, TYP. ANCHORTYPE, ;�7ASTCHOO TYPE,EMBEDMENT AND EWE EMBEDMENTAND EDGE EMBEDMENT AND EDGE EENANEWE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET I. SEETABLE&SHEETI. SEE TABLE A. SHEET I. SETABLEA, SHEET I. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU IX INTO CONCRETE) (DIRECT TO WOOL)) NOTES: 1. WOOD BUCKS DEPICTED AS IXARE LESS THAN 1-12' THICK tx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2[ARE 1-12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E ENGINEERED BYOTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ} 2 _ MEMBER _ PROVIDEFULLS PPORTTO THE DOOR FRAME SIMILAR THAT STRENGTH IN THE DETAILS ON THIS FOR 2I WOOD BUUCKS. THE ANCHOR SHALL EA 912 SSMMS0 MF�l WffH FULL ENGAGEMENT IN70 THEALUM.IF TI¢SE CRITERIA ARE MET,'R¢PRESSURESSHOWN ON SHEE72 AND ANCHORAGESPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED.3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERULL IS NOT REQUIRED. IF USED, NONSHRINK NON-METALLIC GROUT, 3400 PSI MIN., (DONE BYOTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OFTHE SOU -THAT I5 NOTTIGHTTO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE - PRODUCT 0474'I7 DETAILS :N DOOR & SIDE LITE$. IMPACT FD-T50 11141 11 .12 1 dUUU-77 o . d. A- LYNN MILLET. P.E. CARREV EAI$MDEDMETALSUBS7RAlE FX 1T2LD1 LT. 4805 FL REASS705 TYRANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLE A, SHEET 1. EXTERIOR 1/4° MAX. SHIM I- -' EDGEDISTANCE 1/8° WN. EMBEDMENT (METALTHICIWESS) TYPICAL DOOR SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, SUSSIRATE SEE f14 \ TABLE A SHEETt. �L aEXTERIOR ' EXTERIO z 1/4°MAX io 1M°MAX GROUT. GROUT, SEE NOTE 3, SHEET 11 SEE NOTE 3,� SREETT 1�1 °,. [ CCMU DNCRETE/MBEDMENT E;,;etv:;'- PER ANCHOR EMBEDMENT TYP. ANCHORTYPE. INTERIOR EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE• SEE TABLE 0. SHEET 7. L + EMBEDMENT EDGE EDGE DISTANCE DISTANCE T— 4R T— METjA SUBSTRA P ANCH REOUB:N H V4° MAX SHIM -+I F� TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) TYPICAL DOOR SILL (DIRECT TO CONCRETE) W, TYP. ANCHORTYPE. INTERIOR EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. '•,•s•'` EMBEDMENT L EDGE DISTANCE CONCRETE/CMU '; i':•.i"�s,. PERANCHOR REQUIREMENT t;ti'.`•.,G: 1/4'MAX SHIM I~ TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO CONCRETE) TYRANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1. TYPICAL DOOR SLLL (DIRECT TO WOOD) TYRANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSIAI SEE TABLE A. SHEET 1. TYRANCHORTYPE, EMBEDMENTAND SHEET 1. 1/4° MAX GROUT, SEENOTE 3, SHEET 11 OPTIONAL DOORSILL (DIRECT TO WOOD) 4 INTERIOR TYRANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1. EMBEDMENT V4°MAX SHIM EDGE DISTANCE I I CONTltETFJCMU}:•�:.' BUCKSTRB'OR PERANCHOR FRAMING, SEE REQUIREMENT �-,q: i� A�, II NOTE 1, SHEET 11. 1M°MAXSHIM---i PBUICKSTRIP.SEE XWOOD TYPICAL DOOR &SIDE LATE JAMB NOTE 1, SHEET 71. TYPICAL DOOR & SIDE LTTE JAMB If 1 MI I N 11f 1X INTO CONCRETE) * ? Na SBTIS PRODUCT REVISED ANCHORAGE DETAILS0 O?: n-Dsoa.o4 ALUM. FRENCH DODR&SIDE Lf!•E.S IMPACT'3`"C�.`pi.abenDnleOZ24/2020 47WW o '�'�' 1�Y��1VA�tE�``FD-75o1/a +2 • +zA LYNN MILLER, P.E.MIn ntre O LYAWF®OETAR9,MOEDMETAGSUBgTA,1TE FX 1TB.491 L7 [3•P6 FL P.E.91