The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY M[AM I•DADE St. Lucie County ME DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 Mb MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom v 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 c n, and has been designed to comply with the Florida Building Code, including the H' VelocrtyHtrrricane ne: DESCRIPTION: S ries "SGD-770" Alu num Sliding Glass Door w / 90° & 135° corners —L.M.I. APPROVAL DOCUME rawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets 1 through 22 of 22, dated 10/10/14, with revisi 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller earing the Miami -Dade Cou ntrol Revision stamp with the Notice of Acceptance n her and expiration date by the MiDade County Produ Control Section. MISSILE IMPACT RAT r e and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent a e wt a mane acturer'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# 16-0629.06 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. NOA No. 17-0420.12 Expiration Date: February 17, 2020 9 ik�t� Approval Date: September 28, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets 1 through 22 of 22, dated 10/10/14, with revision 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 & scaled by Idalmis Ortega, P.E. (Submitted under 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) Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 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 under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014) and FBC-61" 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 I. 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-5th Edition (2014) and FBC-6`1 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° &135° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 9001135a CORNERS GENERAL NOTES 1 GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2� DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13D0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E7300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33413% 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. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZL 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL5993, FTL-6001, FRE014, FTL-6015. FTL-5017. FTL-6022, FTL-6023, FR-6024, FRE025, FTL-6028, FTL-6031. FTLE033, FR-6036 AND FTL-7554 Tom F R. AFF ITFTAILS ON SHEETS 4 & 5 Gh® Norlption XL d from EaHnarle, IntelG3 ]11FIeml 'a)Un of Y1C HS 0aee Mm.050' PVB latodayer Lined: R)Lfin aft/4' He Glom Mh.W PVB Wdayor N 7116'Wnlnned: R)LBn OVIV HS Wes AM.09T SG WmaWr G0 W16'Wokaled:(2)l➢ea oftle HS GOm elth.091 SG Insdoyer as TLamMIed IS, Y1C TEandar CeP+YS'Akspace+IllC Lambatec; muce of3'1F IB Gtam war, Saw PVB taceyer GSA TlamLakdLG:Irl TEXHI10TOoP a WIG AlrSpam4?MT Lor'smloc MI.Rea dTIS` ID GL»a With A30' PVB kdedryar GB V amFaled LG.: WIV TEelndor Cap+XW A4Spam+711V Laminated: Rl MS&Yl6'HIS Gass aOh.MW SG Lmatlayw CIA Cbmkaled LG: 11C T Ealedor Cep+VIVAh Spne+T/Wac Vralod; Rl Lllea VVIT HS Gnom aM.09W SG hectare, GI 7/1V Uminetad: R)LOee of 3nV ANJ Glaa Wth.c90' SO Imdayce CIA Wf6'IAMnhd:R)Ilee oft/d'ANI GIas•Mm,0BP 9D kkdaym M FWlkaIeELU:W10'TEalelor Cap+YC Ak Spffm+711c Lemhuled:(2) Upm eIVIVAN4 Glass Wdh.090 $O Immlerear GSA 1'Lemlroted LQ:1ICTE1ladar Cap+WIB ALSpaee•)G6'landnared; MLkn of YlFAN4 Olen aMH.090`SG WNeye7 -ANN=ANNEALED W. HEAT STRENGTHFNFD T.TEMPERED 'PVE' ..No. TROSFOLO PVB BY MIHARAY MENCe. MC. 'SG'=.OBI' SEMRYGLA50BY KUMMY AMERICA, INC. DMIGNPRESSURERAINO MPACT RATING SEETAEL£51.2630N I RATEDFORIhRGEASM 1. SHEETS017118 NSVI.EIMPACTRESISTANCE COOES/STANDeIRDSUSEO: •2017 FLORIDA BUILDING CODE `FBCJ 6]H EDITION •2814 FLORIDA BUIIDINO CODE (Fact, BW EDTION -ASTM E13WOB •ANSIlAF8PA NOS-2016 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUPL, ADM4015 •Alsl 5100.12 •AISC3BO10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ... 4.5 ANCHORAGE ..................... GA 4 DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12.14 ELEVATIONS. ........... 15,16 PANEL /SILL TYPES......... 17 CROSS SECTIONS.........._18,19 PARTS LIST ....................... 20 18r0490160J cFnr. G=AIIIRQaA6 TABLE A AhcImr Shea, AneM107 Type Frame Member Seagate,DIOaOee Mln.Ed9e Mk.O.Q Deo lson Wd Dnbemanear MehIThlCkna® A d121Be SM5, (Fe=80 ksl, Fa=95 bi) 412410688MS, (Fe= W 1,61. Fe^ 110 kal) All 6aulhem Pine (SG=0.65) WIB' ]!B' f-1B' 0003d5 ANTIbum WB' Wis. D080• ASS steel w W16' Dow Or. 33 Steel Stud 39' W10' 0.045' (18 Go) 114' Elm Appre-Gahl® Fa=57 ks1, lceft"I al Camel INn. 2.n hat 1-1R' S• 13' Jambl P-1mok Filed Blink AS111 Me Y 3• T Jemb/P41mk Home, Blot SIV CW Y 3' 1-11C Al Scathe PNe SG=0.55 1' 1' 13'E B d12 Steel END(Gr. 6) (.In. 03 threms beyond metal substrate) All s era PNe (SG=0.55) W18' 710' 13�8' BW345Akknhmn 50' Wlw 0.090' AN81w0l WB' W18" 0.05P Ga. 33 SIUI aim 3Po' W10' BUIV 118 Ge C Ile Eke 1.1"CorS Fye155 ke1, F. 17)tel All Cbmrate(m1a2.85MI) 1• 4' I.NV 7,mb/P4nck Her. Black(AS1M 000) 1• 0' 1-WC WC Eke Macaw SSh, Fe' All Came.. - 11�8` JmpIP Bock 1M11 C00 2.1!!' 14R' P4aak HOW Block ASW c 2.1/P 0' D IIC 410 SS Elm F 0 Fr•127.4 ad. F„• 80.]kl Neec ISM Camara Mr. 135 INS 1' 4' i4ov Jema l PMok CpneRUmin. s3S at.)1' e' I6,4' Jrmb "ack Holkw Blmk ASTM C90 24W 0• 1N4' An Southern Wm ISO e 4.56 PORAILTABLESWTHISAPF OVAL. 2)AIL ANWOR HEAOTYPESAREAPPLIfA H. - J 3)FORSTEELSNPS,MIN.N=45KSLMINFY 33K5 4)HIIED BLOMIZALMS MAY ALSO BE USED IN HOLLOW BLOCK APPU04TIONS. 6)MN ORSNN67BEOFSUFFICIENTLENGMBOTHATAMINNIUMOF3TNHEAD.REKIENDBEYONOMEFALSUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-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 SHEE PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-10 THICK. a plylnS With the Florida PROPERLY SECURED. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Belisle code 17.0420.12 INSTALLED OIRECTLV TO SOLID CONCRETE. WOOD BUCKS NGA-No. DEPICTED AS 2XARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Eaphraelon Date 02117/2D20 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By _ LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mlana eProuct Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT CF 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. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN.. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS W000, 30E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, I SERIES 770 ALUM. SGD - LM IMPACT I 1 e 22 1 POTO130 No. 50705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS OR BOTH JAMB MAX.. UNIT WIDTH POCKET CONFIGURATIONS AT EITHER LOCATIONS USING DETAIL 'JW. 'Jc'. 'KW OR'Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE MAX. UNIT W IDTH pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL W IDTH NOM. PANEL IDTH PERTA S13 y CAN BE OXX(p. PERTABLESI3 ___ _f-f i 2)80'&135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. G MAX. UNIT 0 Ia �S1 13 AX. UNIT=i� HEIGHT g Jc Ro t 1e 3) FOR NOM. PANEL WIDTH, SEE TABLES I3. -r OPERABLE PANEL, HEIGHT P TABLES I3 � R' F -0'- INOPERABLE PANEL, PER LE I�19E g � 19 vocKs i B 'p' = POCKET DETAIL LETTER Four Jar r �i �W. WOOD OR METAL INSTALLATION 'c'=CONCRETE INSTALLATION 1-PANEL 2-PANEL &/ CONFIGURATIONS CONFIGURATIONS + SHEET NUMBER MAX. UNITWIDTH NOM. PANEL WIDTH PERTABLES 13 MAXT +y L I L HEIGHT PERTAGyTABLELES 13 l� 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH- PER TABLES 13 I L i n�pgl MAX. UNIT g M e M. HEIGHT �y gk'g PER p TABLES 13 POGYET j XX � J_ MAK UNIT WIDTH NOM. PANEL WIDTH A0 +g PER TABLES 1-3 9 +9 tg ig 9 B / MAX UNIT HEIGHT / PERTABLESI3 1.� S-PANEL CONFIGURATIONS FQm F r UNITWIDTHDLO WIDTH= NOM. PAN IT NEIGWIDTH -1 r5_Ya � DUO WIDTHEIGHT = DOOR UNL HEIGHT- 10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.888- 4-PANEL CONFIGURATIONS 1 +3 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX UN HEIGHT PER TABLES I3 F=U PRODUCT REVISED plying with 15e Floridaemmmg one. NoA-xo. 17-0620.12 No. 8g705 0 I �� 9T , :'X" CEFr OFAI/IILI:LVNy 11 II 1 �-, •.••-•••�•- •••—_tee___ a,µlu x� A.LYINNILIERP.E e.waae e=k ® .sro-no N7S 2 +22 PG70130 C F.Es68'!os EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PERTABLES 1-3 MAX UNf l HEIGHT, 00"OIyR 120' l� MAX TESTED UNIT WIDTH = 300-11411 120' HEIGHT 300-1/4" ®120"HEIGHT + 3 + +a 9 +a 6-PANEL CONFIGURATIONS �1®®®iETiE7 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 13 MAX UNR HEIGHT 1 PER TABLES 1-3 J� poO [iF11 Imk I T" m m m m m m mn m mn m W m 8-PANEL CONFIGURATIONS fFRJ. Q%AUiN.IiLiO a M CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jvf, "Ja",'Ke OR'Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p o=p, pXX(X OR>O=p. O)= IN POCKET CONFIGURATION CAN BE OXXXp. 2) SO. & 135- CORNER CONFIGURATIONS CAN BE COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X' = OPERABLE PANEL. 'O" = INOPERABLE PANEL. 'p-= POCKET r—DETAIL LETTER - WOOD OR METAL INSTALLATION ® 'i =CONCRETE INSTALLATION L—SHEETNUMBER DLO WIDTH =NOM. PANEL WIDTH -7' p DLO HEIGHT =DOOR UNIT HEIGHT -10.125- pa PANEL HEIGHT =DOOR UNIT HEIGHT -1.866- $y k� 0� PRODUCT REVISED as compl& with the Plodda d. .OA-P.. 17-0420.12 It 11111111// a I,tOEN6E':� *:N.. 68705 'URATIONS !. SGD-LM IMPACT _ ";OnAiL o.+ar R A. LMI Mill P.E 3 s 22 PG70130 C RER M105 GLAZING DETAILS (133 G3A, G4, G4A G5 & G5A) p]J46� 7/16'NOM. 1r 1"NOM. -+1 090" 3176//'I�HS G_U L�IrI EMfpIOR a II 1/4" HS GI .090" EXTERIOR 3/16' HS GLASS 'SS 3*SPACE B .090' SG; S ]4 3116' HS GLASS 74 3E 74 3/16 02 3iGLASS. ERIOR 3GLASS3/4'NOM. a GLASS BITE BITE SITE FX<E OR 00 a 64 54 66 "YPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE 05 SAVNOM. i 1'NOM. 3/16" HS GLASS 114' AS GLASS — 090" PVB „ ]4 .090, SG 1/4°HS GLASS 74 3/16' HS GLASS 5/16'AIR SPACE ]e iA TGLASS PRODUCT REVISED ✓U on a Cod "IM B'" Florida 314" NOM. 314" NOM. Bonding NOA-N.. 17-0420.12 GLASS EXTERIOR GLASS 124127 3/4' NOM. EXPha6.n Oat. 02/17/2020 BITE a BITE GLASS BRE By -f At EXTERIOR a Mlarnot-Do3lMrGeluct control 9/16" LAMINATED GLASS TYPE 33A 9116" LAMINATED GLASS, TYPE 34A 1" LAMINATED I.G. GLASS, TYPE 35A II DNY LYNN a1S ULENSF 41" GLAZING NOTES: 'ANN'=ANNEALED = 60 7}_ 'HS"= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. SRO q6� 'T'=TEMPERED m 1vrorEcxvO2adywwE STA /� : •�7: PVB'=.090'TROSIFOI PVB BY KURARAYAMERICA, INC. N.VnwcEFtsum GLAZING DETAILS �d`•'•.?o 'Sr=a9n-SENTRYGLA6®BY KURARAY AMERICA. INC. ry40446f44d sir SO RIOP,.,�n�?�. cERr. oFurtnmlro SERIES 770 ALUM. SGD- aG s6o-]m NTS 4 4 s 22 GLAZING DETAILS (136, G6A, G7 G7A, G8 & GSA) 1' NOM. 7/16' NOM. 1' NOM. 3/16' ANN GLASS 3116' HE GLASS 3/16°ANN GLASS .090' SG ,090' S .090' SO 3/16' ANN GLASS 3/16' HS GLASS i4 3/8"AIR SPACE74 3/16'ANN GLASS 3/8'AIRSPACE 74 3/16' T GLASS ex 16" T SS 3/GLA ru 3/4'NOM. E"DR 3/4'NOM. GLASS 1241D 3GLASS to-12I GLASS BITE BITE EXTERn BITE E TEMOR q a eB e 54 55 65 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. 3/18' HS GLASS 3/76' ANN GLASS .090' SG ilb` ANN GLASS . SG 3116' HE GLASS- .090° SG 3116" GLASS 5/16"AIRSPACE 74 1/4`ANN GLASS 74 6/76°AIR SPACE 74 114•T GLASS 1/4'T GLASS PRODUCT REVISED " BJ plyln9 wllh Me Plaritla 56 3/4' NOM. 6plltlin9 eotle xoAJl". 17-0420.12 3/4'NOW. EXTERIOR GLASS 3/4'NOM. 12412] 6.P1mt1an 0at.0211712020 12F12T GLASS /t'+ BITE GLASS BITE Y SITE miynt- ExrEwoR a Prague con ' EXtEwOR et - B a 0 54 55 55 1" LAMINATED I.G. GLASS TYPE G6A W16" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A 11µOVIlgp7j GLA7JNG NOTES: 'ANN'=ANNEALED °HS'= HEAT STRENGTHENED SEE SHEET 16 FOR SPACER DETAILS. I (y O'•. k�•r.`</ 0 'T'=TEMPERED 'PVB'=.090' TROSIFOC PVB BY KURARAY AMERICA. INC. fp7pTEOprt�nG✓owre N YEW'GFR505 "`1" GLAZING DETAILS �':FSt •'•4aRI0P,:'��`C 'SG' =.090'SENTRYGlASO BY KURARAY AMERICA. INC. rya/450-fmp '77I�NAL EN.�`A� SERIES 770 ALUM. SGD-LM IMPACT ]L" P C CHANGEG THIS SHEEP. cERr. oEwrH.mazae ".�",aya er mr: a.ears "+�' MIII111` A. IYNN P.E wO4D61] _ e. a+s �yalm" ec aGo-np NTS 5 +22 PGT0130 C PEJSB705 wm f6]f6H4 ,P�a"reeme]"sanm AsuL I: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Fare.. oatmeal anchwageon0I7-135'eaneruHN, sea sheet 7 i Maximum OPf es: +601.60 psf (May be limped by Table IA) TaUe applies to Glass TyiK+3, 3A, 5, SA, 7.7A, 8 & BA and Da- Unit Height lW eu— 7&T18' DLO 70-71V DLO 1S7f0• DLO Ilm SIIINAelnnd Tyaas an-m belay. Mch-Gmvp Anchor doup Arch - Grata Anchor Group A B C 0 A B C 0 A B C D A B C 0 JI C4+ C40 U+1 U.1 U+1 +1 C4 +1 + ♦1 C4+1 04+1 U.1 C4a1 U+1 U+1 24° OLD 8 B 8 8 8 8 8 8 6 B 0 8 e 8 a 8 6+7 0+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 N8 NB 7+8 7.8 7+8 7+8 111 C4+1 U+1 U+1 U.1 C'+t U.1 U+1 UN Ua1 UH Uri U+7 U+1 Uri U+7 U+1 8 8 8 8 0 8 B B a 8 0 8 e 8 8 0 5 DLO 8+7 7 ]•e ]•8 T+8 T+0 7+8 T+a NB 7+8 7-8 7+8 7+8 ]+8 pe�lll ll +1 U+1 UN U+1 1 U+1 U+1 U.1 U+1 U.1 C4+1 DOI U 1 U.1 UN U+1 a e a 8 0 0 e B A a e 8 8 a a a Br7e+76•]IN7 ]+ 7.8 NB 7+8 7+e 7.87+8 7+8 7+0 7+8 NB 7+8ill 0 a e e N UNNUUNU+1U+142,35° B B 8 8 e e B e 8 eaeDLOt 6+7 07 9+7 9+T 7.8 7+8 7+B 7+8 7+B Ae NB T+B 7+8 NB 7+8 7+& Head15111 U.2 U.2 U+2 U+2 U.2 U+2 U+2 U+2 U+2 CM2 OI+2 C4.2 U+2 U+2 U+2 U+2 4B' OLD Jamb e 0 B a 8 a 8 a 8 8 5 8 10 8 8 a Riwwk . 7 e•T e•] 0+7 7•e 7+a 1+8 7+e T.8 7+8 7.8 745 1 7+s 1 AB 1 AB 1 1+8 FOR EXAMPLE ON USING TABLE, SFr GHEE I U. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4° SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE &1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- BILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4', 3.1/4-AND 2-112+SIUL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 7-IW SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 7 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITHTHE 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. Sill Height to Max. (+) DP (Waller Infiltmtlon Rating) Sill Riser Height I.)Dosign (Flat or Box, see Pressure, par sneer 17) Flush-l-1/2' see mrs3 emum-&1/4' +B0.0 Nigh-4' +BO.O SEE 3 DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT- IOA25 PANEL HEIGHT - DOOR UNIT HEIGHT-1,866" OH LENGTH OH RATIO a1 OH RATIO = OH LENGTH OH HEIGHT interlock P-hook lnrks[ile@lamb Siteight Asragal psumbly Iatk5fie@ Straight Astragal gm Astragal Assembly taokstie® go -Astragal 135-Astragal Assembly Ladntile@ I45•Astraga1 Standard Stiles 5-andartl SDle 5tandud Stile Standard Sole Standard Astragal Standard SNle ^'T''�'l� ...I� Heavy-duty Sole Outside Comer Heavyd AY Sole Outsitle Comer Inside Heavy-duty%le de Ins Urner Heawduty5tile Corner Outside Inside Comer comer Part 060(x2) Part go Part tt60 fart a60 (Stile) Part x67 (Astragal) Part860 Partolla(Comer R¢<evcr) Partallg( Part 8320 (In.)tn.) P�tl31(&032 (Corn.&Fact Mount) Part 861 exar. (6AVlx rta]m 6 • 22 1 PG70130 PRODUCT REVISED pWine with tho Florida Bui...... d)ne coda NDA-No. 17-0420.12 explratlnn Data 02/17/2020 M *; No. 58705.E - A LYINMILIER PE PEA 53M5 TABLE 2: Design Pressure (DP)and Anchor QBal Required,nW.1135- a6approvetl on Sheets 283) M1laxhnum DP for allslZeB: +601.60 dest1ura0ons FaraOmer pawgel embompX an BO'vr 13s' comer unik, see Uiast 11 anots (May be gMk4 By Taale 2A) Door unit HkI ht Maas 4, 4A, 0 U" 9S' 102" WB" 114° 1 Table applies k Types 69.710" DLO TS7/ 0 T4 8' DLO IB" DLO B . 0 LO O]-]IB" OLO 10WIF DLO I IN -Zia DLO ,,W& B, BA, hi 7, TA, Typea B B BA aM Me sham bete. nahaloriO I An0hor Group AncMrGroup Anther Group Mohair Getup A -his coup Mcb.'Gmup Another GroO A B C D A 9 C D A 8 C U A B C 0 A 8 L 0 A B C D A B C U A a C D flea sat ♦ Gal NO +1 U.1 + U. .1 t4- -1 Ua1 G. • Gat H CN1 U+1 N U+1 • CNa1 .1 GU+ Ga] G.1 G+ U•1 Jamb 0 0 8 B B 8 8 `0 0 8 B B 0 B B 8 1D 10 10 10 10 10 10 f0 10 10 10 10 to 10 I f0 24' 11L0 B+T 8+T TaB TaB T+tl T+B TaB AB TB L8 i♦B lab 7.0 T+0 B.B B•B B+9 B+B e.B a+9 R.A.8 Ba10 9H0 BHO 8+10 Ba10 Ba10 BHO 9N0 PJnoN HepN50 O+i Gaf fid Gal G+1 U+1 GN GH G-1 Gat C4+1 Gal C4+1 G+1 CA.1 Gaf 01.1 c4.1 GM Do, G+1 U-1 C4a1 U.1 G+1 G+1 UM Clot G+1 U.1 Gat G.1 CN.I UN 8 B R- B 0 0 B B 0 8 B B 0 B 0 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1D 10 0V pL0 Jamb .a 7+8 7+0 T+8 T+B T+B T+8 T+B 7+8 7.5 7+8 B.9 5+8 ..e 8+B Bab bB B+8 8.9 Ba10 8+10 Ba10 9a10 Ba10 FID 8+10 We Pleats Ba7 GN B-7 G♦1 r»T Gal B+T G+1 I.. Gat GH G+I C1.1 Gal CMl Gat GN G.1 G-1 Uat call Uat G+1 Ue1 GH G+1 UN GH Gal Gsl GH GH G+1 GN G-1 GN Gal Ne>]l501 8 B B B B B 8 0 0 0 8 B e 10 10 10 10 10 to 10 ID 1D ID f0 10 10 10 10 10 of O6' M� Jamb B 8 0 AB T.B 7.8 7.5 T-B ]+8 ]+8 i+B I+e >+8 ]+e B+9 B.9 Bag &9 B+B B+B 8+B BaB B+10 Oa10 G•10 B+tD B+1D FID BNO 9.10 PJDOX Nead'sul 8+] U+1 6-] U+1 5+7 U.1 B7 Gtl ]•B LIN GH G+1 GN CIO G.1 CA+1 G+1 GN Gat GN UN GN Gal Coat U+1 U+1 -ID GN Gal Gal UH UM CH1 G+1 L5.1 CSH G+1 CN1 8 90' Jamb 8 8 8 II B B 8 B B B 0 8 e 8 e 8 10 1D 10 10 10 70 10 10 10 10 10 12 10 10 10 idY q.0 B+T eaT 8.1 ]aB ]a8 1.B iaB T+B T+8 ]+0 iaB ia8 i+B ]+B ]+B 0+0 Bag Bag B+9 &B &B &8 Bee Ba10 8+10 9N0 B+10 BHO Ba10 BafO 4a10 a P-0ook fiN Gat U+3 U+2 C4.2 U.2 G+2 G+2 G+2 Ua2 G+2 Ga2 Gat G+2 Ga2 Gat U+2 0 .2 G+2 G.2 U+1 U.2 rw2 Ur2 Gat C5+2 L5+2 0+2 C5+2 CSa2 U.2 L5+2 C5+2 HBeNslll 8 B 8 B 0 B B B e 10 8 8 0 10 t0 10 10 10 10 to 10 12 f0 % f0 12 10 10 10 dS DV Jamb P.ho.k 0 rT 8 0-7 0 6-7 BN T+ NB W. gat AB 7 11 ]+B 7+8 T+B 7+8 Taal T+0 0+8 8+9 B+9 8+8 8+B B+9 8.9 8.9 9+10 BNOToo 9+10 pain a10 wo B+10 Nmtl/sill G+R G+2 G+2 G+R Ga2 G+R G+2 G12 U+2 G.2 G+2 G+2 G+2 Ga2 G+2 G+2 61'O Jamb 8 8 10 B B B 10 8 B 8 Not available in these sizes P-0t o ON BN 0+] e.i N8 T•6 NB T+B i♦B T+e .8 7.e 7+8 T+0 T+e 7+8 HkeNSBI C4+2 C1.2 Ga2 Get G+2 Ua2 Ga2 G+2 Ga2 C4+2 G-2 G+2 G+2 04.2 U12 U+2 BP IXA - Jamb B 0 e B 8 e 8 6 10 B B B 10 a 8 8 PJwk B+] eq Ba] Bai i+8 ]-B W. NB T+e 7aB ].8 AB AB T+B ].8 7+B NOTES rvrs cwnrL�............. ... 7) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 344' SILL 2) WHEN USING THE 2-12' SILL. POSITIVE WATER DP IS 46,67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER OF IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED} SEE TABLE 2A. 3) 4', 3.1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SIII Height to Max. (+) DP (Water InOltmoon Rating) (-)Design (FiatoSOTx. R (Plata Box,see Pressure, Pat 9hect t]J Flesh -l-1/2' see roto Low. 242 a 46.67 Maoium-3lW +80.0 High-4" +60.0 SEE NOTES 1-3 NOM. PANEL WIDTH-7- DLO HEIGHT= DOOR UNIT HEIGHT- 10.125- ON LENGTH PANEL HEIGHT= DOOR UNIT HEIG14T-1.866' r a OH RATI021 PRODUCT REVISED Z O O a cvmplYing with Via Florida L Do and no Dvtiv NOA-No. 17-0420.12 EgAtotive Dv O2/17/2020 ON RATIO = OH LENGTHOH HEIGHT ey re ucen m Mlam a _.___--- _..__--.._---- -t n..,. =moo enneun,, nerenc THE FULLUWlrvli 311LC 0HJIINVnL 11 a- pc uo,.v, u. .�ou-.. Straight Astragal o��......�. Loceans@ _... ...__.... 90'AOragal .......... Lakstlle@ 135'MBagal lodatlle@ Interlock P-0ook Lockrille@Jamb Assembly StralghtAstragal Assemby 90'Ashagal Assembly 135'Astmgal HeavY-dutystlles Heavy-dury5tile Heavydury5tile Heavyduli HeavyduryStile Hrevyduty5tile Hearyduty5tile Heavy-dulystlle HeavydurySWe Standard Asrogal Outdde Urna Cuttlde to Da Come Inside Omslde �y Insitle Comer Comer Comer Pao q61 (x2) Part 1161 ParU1e1 Part p61(5U1e) part H6](Astraga) PartN61 Partp611SH1e) Part H13g(Urner par[N119 (t]ut.) part@IIO(In.) Part#61(Stile) Parts11311032 Part 061 Receiver) (Coco.&Fxd Mount) CEAr. OFAbi R2BTB8 7 a 22 T} i N0.58705 To TABLE 3: Design Pressure (OP) and Anchor Quangdes Rgabbed, (for all approved configurations an Sheets 2&3) Fdaxlmum DP shown below Fm eomamUeOel erchore9e on 90' of 136' comer uNta, see sheet 11 (May ba Bmfled by Table 3A) War Unit He ht Table to Glass Types 4, 4A, BP 84" 80" 96" 102' 108' oppllss 6, 6A.7, TA. B & M and the 69.718 0 7S7/B' L TIB' O B6- /g' 0 - IB" PLO 9A B' O 9111dAa8ogsl types ahoan bdow. Minor Group Anchor Grata ArchcrG Arc.1cme. Anchor Group Anchor Drouy A a C D A B C 0 B C D A B L D A 6 C D A B L O ure I G+1 04+1 Gat C1+1 G+1 CA+1 Gal +Amu G+1 f G+1 G+18 4f2. + ei 24' B B 8 B 8 0 B 0 B6+] VHa.d13nI 6+7 5+1 547 7+B 1+8 Ttu fi0 7+0 7+8 Ium +F90.0 f1 C4+1 G41 C4+1 Gat G+1 Gil C4+1 CM1 G+i G+1 G+0 8 e 8 8 e B 0 f0 B 8 B 10 8 '8 8 10 10 fo 10 10 f0 10 W P4nak 6+7 6+11 6+7 1 Bit I fie I ]+e 1 (10 1i0 I ]+8 ]+B ]a0 ]+8 ]+B T10 HB 0+9 B+9 8+9 Bag 8a9 8+9 8+9 0+9 # cos#n Preaaure +-W / O4 Wf +F7&0 i 29' Heatl19111 G+1 C4+1 G+1 G+1 G+1 CA+1 GN G+1 G+1 G+1 Gat [;4i1 CN1 C6+1 Gh1 Gaf Leis C541 C4a1 G+1 C5+1 C I G+t C4+t OLO JzmO t0 B 0 8 10 8 B B f0 e 8 e 12 10 B 8 12 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+1 6+7 i+B We 7a8 7+8 ]+8 7+B ]a8 T+B B+9 8+9 8a9 Ba9. 8+9 8+9 8+9 Ke 8+9 I e+9 1 8+9 1849 y Oesga Pressure +FPo.O psf +142.6 of N-7&0 psi L 93' HeaN9111 G+2 CH2 C4+2 CM2 C9+2 G+2 C4+2 C4+2 C6+II C4+2 CB+2 CS+S Cei2 C6+3 a5+2 a5a2 Cfi2 Ca+2 C6i2 Ca+2 M+2 Cain G6+2 C6+2 DLO Jenne 10 B 8 8 10 8 B B 12 10 B B 12 10 B B 12 10 10 10 12 10 10 10 RMok NB 7+B ]+B T+e ]a0 ]+8 7aB ]+e 0+9 8+9 8+9 8+9 Ba9 B+9 8+9 Bi9 8+9 8+9 Ps B+9 849 8+9 849 Big Wsgn Preasum +y4D.OPsf See NafeA v H42.6 WI 475.0 f 41' Headl9fll C8+2 C5+2 04+2 G+2 C5+2 (S+2 G42 C6a2 C5+2 C5+2 G+2 C6+2 C6+2 C6+2 +2 C6+2 C6i2 C6a2 L5+2 tS+2 Cb+2 G+2 C5+2 C5+2 DLO June 10 8 e 0 12 10 6 B 12 10 a 8 14 12 0 8 14 12 18 t0 14 10 10 10 P-book 7a0 NB ]+8 7+8 B+9 849 8a9 849 Ba9 8+9 8+9 e+9 9+10 9+10 10 9+10 9+10 9r10 9+10 911D 9+10 9+10 %to 9+10 EXAMPLE ON SHEET 9 NOTES: i) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL, DLO WIDTH = 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 3.1/4' SILL, POSITIVE WATER DP IS 60.D PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH -7' UNCHANGED). SEE TABLE 3A. 3)4',3-1/4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-11Z SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT= DOOR UNIT HEIG HT - 10.125' TA13LE3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIG HT - 1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) 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. .. .-..---- 1.....mn...nrnrueumnuc ee,n eueeTc+n a a o or. dCBFaIRI V 11FTAUR THGFULLUWINUD 11=a,AJIrV\Vw.I lice —r-ui uu. straigtMuss... Straight Astragal v��-...._.-.— Ladcs'in ._........ _...._.._._..____ 90'ASVagN _. loda[ile@ 135'ASVagal LadaUle@ IncedOQ P-hook lodrsUle®lamb Assembly— sUaight Astragal Assembly 90'ARrogal Assembly 135'AThegal HeeW-Eaty Stlles He.Wcl.ty5tile Heavy-0uty Stile HeiW+luty5diC Heavy-dpryStile Heavy-duty St9e Heavy-duty Stile Heald-0urystile Heald-dNy StOe Heavy-dutyAstragal. Outside Canner Outside Corner Inside Corner a-5� L-I�tl Cornbeler Corner Com a� Inside Corner Comer Partp61(x2) Partp61 Pan#61 Part p6l lStile) Pan gbe(Asirogal) Part 06l' Partg6l(511IeJ Part 4119(COrna, part pll9(on) Partp120fin.) Part 961(Stile) Parts pat&q32 Part861 Receiver) (Corn. & Fxd Mount) K yE11YF. Fl. tale Pstl4eo-rem rFBrw4urx. r.9ve 9aa470 I NTS 1 8 + 22 1 PGT0130 Sill Helghtto Max, (+) Die (Water lnDtrnOun Ratung) $10 Riser Height f+)IDeltm (Flat or Box, see pressure, Wt 9heat 17) seeFlush-l-iR" p - Lw-212 Medium-3.1/4 +0 Hgh-P SEE NOTES 1: OHLENGTH OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED sa ...Plyi.q With the Honda eason, end RO .. 17-0420.12 Expiration Dato O2/17/2020 .`\Itllllllll,— `•�pN1 LYq ' 1. `` S LICENgF `ff, 1: 68]O5 'P NOFRAME 1)+10'P-HOOKANCHORAGE CONSISTS OF: SEE'C5'CLUSTER SEE LREE AMB (9)P-HOOK ANCHORS, SEE'C5'CLUSTER MAX. UNIT WIDTH SEE°C5" CLUSTER DETAILS, OR—DETA ASTRAGAL IO IREO@ (PERPENDICULAR TO GLASS FOR ASTRAGAL SPLICE DETAILS. SHEET IO FOR REQUIRES'C6' SHEET IO FOR INTERLOCK NOTE, ERIOR pLANE)SEE TABLE 2, SHEET7 INTERLOCK 24'MAX. O.C. THIS KETS AND 48" NOM. CLUSTER,SEESHEET EE POCKET 10 P-HOOK I \ PANEL WIDTH DETAILS, SHEET 11 z z zAMB MOUNTING 6MAX NSTALLATION. ADAPTER MAX !xx xHIS SHEET ANCHORS MIDWAY i o' 3'WV.SHEEr14 BETWEENP-HOOK 4PAIRS OF ANCHORS&AT3" i x=FRAME ANCHORS FROM TOP& irc 14'MAX D.C. o� r° ANCHORS 96' x (TOTAL8 BOTTOM Toy I o UNIT 21'MN(. ANCHORS) HEIGHT O.C.PERJAMB 4.051' TO OPENING 0 O o=P-HOOK EDGEOFPOCKET SEE IO ANCHORS x (SEEJAMB INSTALLATION g IoI O.C. D3 DETAIL DETAILS 'J.'&'KC, R o mo=P-HOOK BELOW) I END PANEL SHEET 14&PART IFpXo I I I°I A MOUNTINGz ANCHORAGE DETAILS 8, I a N 3• MAX. ADAPTER •J'')C 24'MAX' (2 ANCHORS) SHEETI9FOR L�® I 'ANCHORS - x O.C. P-HOOK x, ��ENO PANEL. "+2- ANCHORS END PANEL x' x, xx xx x x x xnxx x x x 6'MAX ANCHORAGE(SEE ANCHORAGE ANCHORAGE (6EE SKETCH sKErcH BELow) BELOW) J`•� ,�"fY ��Y ANCHORAGE ANCHORAGE CENTERLINE v'•ryp' ANCHORAGE ANCHDRAGE ANCHORAGE OF PANEL 1 2.04" 240 - EXT. MOUNT POCK D.0 48'x96L NOM PANELS ANCHOR GROUP NCONCRE ES BSTRATE(SEE TABLE 3, SHEETS)�GE PLAN' 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BEADDED I 1) APPROVED ANCHORS: SEE TABLE A SHEET 1 7— I 2) ANCHOR LOCATION SPACING FOR ANCHOR i OF QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: CENTERLINE O N. • INTERLOCK HEAD & SILL; e' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE L PANEL SEE'C5'CLUSTER TABLES, SHEETS 6.8 AT EACH INTERLOCKANO WIDTH DETAILS, SHEET IU STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL '+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 1. ADDITIONAL ANCHORS 24' Q.C. MAXIMUM. AS NEEDED TO ALIGN THE ETp�ft HEAD OR SILL IFA SPLICE 27' E: OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. pl°In9 r.IfH Me PleAtla NOA-HNOA-N9 Cale o. 17-0420.12 6.64 ExPirzOen Daf 2H712020 6' MAX. By ucf Con ro CENTERLINE - JAMBS & P440OKS: 6' MAX FROM BOTTOM. 21' MAX. ANCHOR PAIR O.C. (JAMES), 14' MAX. ANCHOR OF PANEL O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAMEJAA MB P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB "+2"ANCHORAGE ANCHOR PAIR REQUIRES CB"CLUSTER„ SEE'G5" CLUSTER END PANEL CENTERLINE CENTERLINE SEE DET OR SHEET IO (2 ANCHORS) DETAILS, SHEET II F _INT FORASTRAGAL I —OF (2 ANCHORS) 8• I1 fNTERLOCK ASTRAGAL MAX H 3 8° I7 i • 4.051 1 — P • , 12— '.l�DNY LYNA UCEMSF EXTERIOR V I�CENTERUNE .+2. ANCHORAGE CENTERLINE --2-ANCHORAGE I�CENTERLINE �OFPANEL4 I OFPANEL5 art! Na S8T06 I OFPANEL3 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS AO $1_ IM TEd4 WY°fl1VE Nvswx a rs LcOV. ANCHORAGE SPACING&EXAMPLE PLANS '. ST TE VF %°�.;!'(ORIOP, SERIES 770 ALUM. SGD-LM IMPACT xL O4ENhsnlA JR atavn c coRaecrEOExaMPaE ro lmOnrEoaxwroR vuuEs. cmr. oF.wm.me°° °m`s1°m°` �"°...•r n� A dax i0/f6/14 pex xrou.x.am`*mus ru`sss'wnvra ® aro NTS 9 a2 REsa AST LICELOCATIOI`y ASTRAGAL OR I IT SPLIC -INTE IF NEED�D� V" 2.04' ERLOCK-^ IFN O INTERLOCK CON 10 USE CENTS INS CENTERLINE I CENTERLINE 'CS'CL TER DETAIL) I 75 6 IAO. EE%T 3.6" 7" 7' 3.5" 21' 1.75' 4' "D MAX EXTERIOR .04- 2.04' 21' 2.04' 1 5.64' MAX. yR7' 3.5' O.C. RIOR 3'S' 7- EXTERIOR '1'DIAG' 7" EXTERIOR �1, 7" fi-MAX. 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL 10 2-TRACK FRAME HEAD/SILL 5.64" AS RADIAL INTERLOCK ASTRAGAL OR INTERLOC ASTRAGAL OR INTERLOCI' �2-TRACK (USE WHEL OR INT STER (USE WHERE S CLUSTER (USE WHERE 6 CLUSTER FRAMEJAMB 6' MAX. ORSARE REQUIRED.' � ANCHORSARE REQUIRED 051 ANCHORS ARE REQUIRED 8') ANCHORPAIR 4-TRACK I _SPLICE LOCATION 6'OIAG. FRAME JAMB ASTRAGALOR SPLICELOCATION ASTRAGAL OR (FORSPLICE ASTRAGAL OR ANCHORP INTERLOCK-�-{�IF NEEDED INTERLOCK— I CONDITION. USE INTERLOCK IFNEEDED 204" E CENTERLINE I CENTERLINE I 'CO' CLUSTER DETAIL) CENTERLINE r_ 3.5" 3.5° 3.5, 7' ANCHORS MAY BE INSTALLED 21^ EITHER IN THE EXT. OR INT. 2.04' 4.09' 4'DIAG. O.C. MAX. TRACK(INT. SHOWN) 4.061 NOTES: I 2.04" 7. ALL DIMENSIONS SHOWN 5.64' ARE BASED ON MIN. ALLOWED OR EXTERIOR 4 DIAG. EXTER3.5 O'MAX. IAT T� V 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL LOCATONS//ANCHORASGPL g ASTRAGALORINTERLOCK (a1 ASTRAGAL OR INTERLOCK. @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB, P-HOOKSEE SHEET S. ( USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'C57 ANCHORS ARE REQUIRED. ANCHOR PAIR PRODUCT REVISED ANCHORS ARE REOUIRED,'C4') mpl�e4 gwith ma FluAaa 6.10lCoOe SPLICE LOCATION ASTRAGAL OR SPLICE ASTRAGAL OR IF SPLICE INTERLOCK ASTRAGAL OR.. 4II INTERLOCK ( FOR SPLICE CONDITION, DO NOT FOR SPLICED CONDITIONS ONLY: . SPLICELOCATION NoR-Ru. 17-0420.12 ew I non Bata 2/17/2020 P ra INTERLOCK IF NEEDED CENTERLINE . __.. CENTERLINE I CONDITION, USE C6'CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) IF NEEDED 3.5' - By EX ER OR 15 4-TRACK FRAME HEADISILL @ ASTRAGAL Oft INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4") -I 3.6' SDIAG.2.Or T Mioml-B Pro uue eonvol Ig 2.04'Ee 4° 5.37"DIAG, 4"DIAG. 4.OW .04' le%fERIOR 3.5' 9.5' ...�Ct..........GEE Ng/j E%IERI IR p _R7I� J 2: UCEN9F'•.4��' 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEADISILL *P No. 58705 •'�'C (d ASTRAGAL OR INTERLOCK p ASTRAGAL OR INTERLOCK = *- (USE WHERE 6CLUSTER (USE WHERE BCLUSTER ANCHORS ARE REQUIRED.'G6') ANCHORS ARE REQUIRED,'05') WITH&WITHOUT SPLICE CONDITION FAO.'- CEPL OFAVRI &B'J II II 1 �—}r I uCnleJ trv-w..,.evvr ........._. _... m°manomlr Ll Jl l}J wO u.a.x. ALtta. MIIIER PE .m.onmua!� acB�ro NTS 10 + 22 PGT0730 C P.Ep seas 2.04" 2.04INTERIOR 2.04' MTERIOR 2.04' _ °+1• ANCHOR INTERIOR I6.12' R T• 4' D11+G, t4�'OLII.G. 894'Bd2° 3.S° 3.5INTERIOR INMRiOR IN RIO 1 INTERIOR CENTERLINE 0 3. "EXTE l0 0 R 4' DAD. . 4' DIAG. I ---I Ir\ 4. J 2.04' EXlERIOR10R /\J 90° CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "2D 4.08- -t�- 4' INTEROR \ 4.08° I , � 7 3.5. 4' 2.04' J EEEXiERIOiI 1 I �-I 3.6' 2.04° J E% ERM 4 J I^- 1 4, T^� 2.04' EXIER a 6.94' 00° CORNER 2-TRACK FRAME HEADISILL 135-CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,') 135' CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5 OR 0 CLUSTER' ANCHORS ARE REQUIRED.-W) (USE WHERE 5 OR B CLUSTER ANCHORS ARE REQUIRED,'CB') E OR INTERIOR 3,5° INTEROR 7.4,1 7" 1 1 4.09' I -- 3.5' 4' �I 3.5 j� EXIFa T- I \ I EXTERIOR T' 4' 90• CORNER 135° CORNER 3-TRACK FRAMEHEAD/SILL 3-TRACK FRAME HEAD/SILL ('CB° ANCHOR CLUSTER REQUIRED ('C6'ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR 6.12' INTERIOR 2.04" EXTERIOR 4' INTERIOR 5.88' JR 90" 4' 3.5' 135° T 2.04' -F_ 7 4'DIAG. E%TENOR 90° CORNER 4-'TRACK FRAME HEADISILL 4-TRAI ('C8^ ANCHOR CLUSTER REQUIRED ('CB°ANCF AT ALL 4-TRACK CORNERS) AT ALL NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 1p FYI] C� NOCHANOES THIS SHEET. +I 3.5° EnERIOR 4° 4-TRACKCORNERS) wl)+ lma CE ..OFAV]HIIR}8B EI�ERlOft CENTERLINE 4 OFPANEL INTERKR ON '+2'ANCHOR CRERIOR ALL ow L VIEWS 4"DIAG. 2A4" 3.5' CENTERLINE • OF PANEL 04" +3'ANCHOR 4.08° FXrtWOq 3.5' 204' CENTERLINE OFPANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) s0 I N7S 1 11 - 22 1 P0T0130 '+2'ANCHOR 2' 4'DIAG. 3.5" I CENTERLINE OF PANEL •+3• ANCHOR 2.0 A' DIAG. 3.5- 7^ Ri L—CENTERLINE I OFP 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED ps complyingg MIN W. FlpNtlp Dn1141p9 Dotle NOA-No. 17-f1420.12 E.,I.flpn Dam 02/17/2020 *;' !, NO �58�70.5� , r INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET I 2.1/76"' PRE EFIO$ 1/4" a r MAX. 1 SHIM BEE TABLET, I I il'p�l ' SHEET1 L/ 2X WOOD WOOD ANCHORTYP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A, SHEET ®2-TRACK FRAME HEAD w WOODINSTALLATION WOOD ANCHOR TYP., 2XWOOD SEEANCHORNOTES TYP.. SEEANCHOR &TABLEA.SHEETI NOTE 3, SHEETI SEEANCHOR NOTE 6, SHEET 1 (1/4° MAX) T EK ERIOR I 2-1116' EDGE DISTANCE; SEE TABLE A, 3HEET 1 EMBEDMENT: SEE TABLE A SHEET 1 2-TRACK FRAME SILL ow WOODINSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE 2X WOOD SEE TABLE A, TYP., SEE ANCHOR BHEETI NOTE3,SHEET7 2-1 /18" &TABLE A, SHEET ` EXn OR V 1/4-MAX. SHIM cw 2-TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: SEETABLE A, SHEET 1 2.1/16" 1/4° o r MAX. .- 1 SHIM 2XWOOD /WOODANCHORTYP., TYP., SEE ANCHOR L SEE ANCHORNOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYP., 2X WOOD SEE ANCHOR NOTES'�7 TYP., SEE ANCHOR SEE & TABLE A, SHEETI/ NOTE 3, SHEET ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXIENOR 2-1/7B"• EDGE DISTANCE: I SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET ®Ew 3-TRACK FRAME SILL WOODINSTALLATION EMBEDMENT. SEE TABLE A, SHEET 1 EDGE DISTANCE: SEETABLEA. 2XWOOD SHEETI TYP„SEEANCHOR NOTE 3, SKEET 1 WOODANCHORTYR. SEE ANCHOR NOTES & TABLE A. SHEET 1 EXTERIOR 1/4' MAX SHIM --I F- C .. �AIRR o EMBEDMENT: SEE TABLE A. SHEET I MIN. OF 3 THREADS BEYOND EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 2-1/i6"' NOTES: 114" i.ALL DIMENSIONS MAX. SHOWN ARE BASED P3 SHIM ON MIN. ALLOWED. 2.METALORWOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A. METAL TYP.. SMS ANCHOR TYP., SHEETI. SEEANCHOR SEC- ANCHOR NOTES NOTE 4, SHEET &TABLE A. SHEET 4-TRACK FRAME HEAD -DIAGONAL O.C. IS MIN 4° (HEAD & SILL) METAL INSTALLATION ORB-(JAMB)SEE SMS ANCHOR TYP., METAL TYP.. DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES SEEANCHOR & TABLE A. SHEET 1 NOTE 4. SHEET 1 SEE READS OND HOR [m r N 9 fl I EMI E METAL HSUBSTRATE SHEETI �—' , (114° MAX) T - EXIEPoOR I EMBEDMENT: SEE TABLE A, SHEET 1 �2-1116" EDGE DISTANCE. SEE TABLE A, SHEET 7 4TRACK FRAMESILL Pw METAL INSTALLATION EMBEDMENT: SEE PRODVCT REVISED TABLE A, SHEET�� ylyins wKB tho Fiarlaa BUlielns c^e° 17-0420A2 NOLNo. EDGE DISTANCE: ExptroOan oalo 0211 T/2020 SEE TABLE A. METALTYP.. SHEETI Rv NOTE 4, SHEET 1 2-1/16" SMSANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN OF 3 THREADS EX EROR BEYONC TE METAL U � `` NY LY/v . ` ENO ..... ,N,y SUBSTRATE I!4"MAX. SHIM Imo- _ 1k: Na 58705 4-TRACK FRAME JAMB Iw METAL INSTALLATION ........ A.IYNN�.in, cu RE )RAGE DETAILS 3770ALUM. SGD-LM IMPACT a... '12 / NTS w22 PGT0130 C PJid EE10.5 PER TABLE A, SHEET EXTEERRRM Tj 1 i•. ABEDMENT: J ABLEl , SHEETI P PERLY SECURED IX WO DBUCKTYP.,SEE ANCHO NOTE3,SHEETI SEEANCHOR NOTE 6, SHEET I (114' MAX) TAILS EMBEDMENT: SEE TABLE A SHEET I EENT. SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: TALL DIMENSIONS EDGE DISTANCE: SEES SEE TABLE A, SHEET I CONCRETEE TABLE A, SHEET I SHOWN ARE BASED TABLE A, SHEETI CRETE PER TABLE2,1116°•ON MIN. ALLOWED. 2.1/1B'' PER BLE T1 2.1116" A, SHEET 1 I/4°SH •DIAGONAL O.C. IS 4EDGEDISTANCE! SHIM MIN 4° (HEAD & SILL) __MAX. OR6'(JAMB)SEE DETAILS. SHEETS U4' E E 1/4' MAX. E 10 & 11. MAX. �l SHIM SHIM CONCRETE ANCHOR TYP., ROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. SEE ANCHOR NOTES& 000 BUCK TYP., SEE SEEANGHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& TABLE A, SHEET 1 CHOR NOTE 3, SHEET 1 TABLE A. SHEET I ANCHOR NOTE 3. SHEET 1 TABLE A, SHEET I SHEET EXTEE]NOR EDGE DISTANCE: All EMBEDMENT: SEE TABLE A, SHEET I PROPERLYSECURED 1X WOOD BUCK TYR. SEE ANCHOR NOTE 3, SHEET 1 CONCICMUANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET I EXTIEITTRIOR V Il4' MAX. SHIM 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ca CONCRETE INSTALLATION 1 Rc CONCRETE INSTALLATION RED,X CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX TYR, SEE SEEANCHORNOTES& WOOD BUCK TYP.. SEE SEEANCHORNOTES& WOOD BUCKTYP., SEE 1T, SHEET I TABLE A, SHEET 7 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3. SHEET 1 -ANCHOR SEEANCHOR NOTE 6, NOTE 5, SHEET I SHEET I - - if4-MAX)_ I (1/4-MAX) - - EXTERIOP 4 �24116°' CONCRETE 2-0116"' PERTABLE CONC ETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: _ A, SHEET 1 PER ABLE SEE TABLE A. SHEET I PERTABLE SEE TABLE A. SHEET A_S ET1 A,SHEETI EMBEDMENT. SEE TABLE A. SHEET EMBEDMENT: SEE TAB LE A. SHEETI 634RACK FRAME SILL Ec CONCRETE INSTALLATION SEE \ TABLE A. SHEETI TABLE A. SHEETI CONCJCMUANCHOR TYP., SEE ANCHOR EDGE DISTANCE: NOTES &TABLE- SEETABLEA, SHEET SHEET 1 2-Ifl8" PROPERLYSECURED 1X WOOD BUCK TYP..— SEE ANCHOR NOTE 3, CONCRET SHEET1 OR CMU EXTERIOR PER TA 0 Tn A. SH 1 V1/4-MAX SHIM L ..OFAUNI p. EDGE SEE 2-1/16" 4-TRACK FRAME SILL CONCRETEINSTALLATION EMBEDMENT: SEE _ --' PRODUCT REVISED TABLE A, SHEET I Builalnel�M�wlm N. Florlm p N0A-No. 17-0420.12 EDGE DISTANCE: Explmftn D.I. 02/17/2020 SEA. PROPERLYSECURED SHEET1 HEETI By 1X WOOD BUCK TYP., Mmmtca - um cune.o SEE ANCHOR NOTE 3, _ SHEET, CONCICMU ANCHOR 2-1116"• TYP., SEE ANCHOR NOTES&TABLE- CONCRETE OR CMU EXTEROR PERTABLE n - SHEETI V 1/4' MAX SHIM CONCRETE pUul OR CMU PERTABLE A,SHEETI 8E ym I NTS 1 13 > 22 1 PGTO130 *: No. 687055 �,0,�•. OF .' 'oS�ONALIETT� A LYNNMILMR, RE P.EY mn5 INSTALLATION DETAILS FRAMEJAMS REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT OD FRAMING TABLE A. SHEET P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYP., INFILTRATION o SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEETABLEA, (ALSO SEE TYP. SHEET 1 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A. SHEET EMBEDMENT: SEE TABLE A, a EXTERIOR SHEET 1 PHOOKWOODANCHOR TYPI � P-HOOK/ SEE ANCHOR NOTES CONCRETE OR-/ & TABLE A, SHEET i CMU PER TABLE (ALSO SEE TVP. 2.693' MIN. A. SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH RAT SILL RISERS PARTS#1B 020 #22 OR#2/, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIORUL ITION METALTYP., SEEANCHOR EMBEDMENT. SEE NOTE 4, SHEET 1; TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET I 30 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET I (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOKMOUNTING CONCRETEOR ADAPTER SMS CMUPERTABLE, ANCHOR TYP., SEE A, SHEETI ANCHOR NOTES &TABLE A. SHEET EMBEDMENT: (ALSO SEE TYP. SEE TABLE A; ILLUSTRATION, BHEETI DISTANCE: SEE A. SHEET I EXTERIOR 15 2.693`MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19 #21 923 OR#25, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FORWATER RATINGS) ONLY CERT. )F,,LK tL Am" EDGE CONCJCMU pANCHOR TYP., SEE _ -'ANCHORNOTES& �I''I TABLE A, SHEET 1.114' MIN. EDGE DISTANCE ANCHOR NOTES&TABLE EMBEDMENT: SEE A. SHEETI TABLE A, SHEET I (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1 P-HOOK FOR USE WITH ANY SILL RISER PARTS#18 #20 #22 OR#24, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA, 2A&3A MAY ALSO BE IN TALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TASLEA,SHEETI I ANCHOR TYR, SEE k 1 ANCHOR NOTES&TABLE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 13. SHEETS 63 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 0. SHEET 9) PRODUCT REVISED Plog with Fla Florida ..11II ad. NOA-No. 17-0420.12 EXplmtlon 0at4211712020 IAM1 MIN. EDGE DISTANCE P-HOOK CONCJCMU EXTERIOR ANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2.693' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) tell 11 llll ®P-HOOK FOR USE WITH BOX SILL RISERS �X �O ^ Kc PARTS a19 #21,#23 OR 925, aa�:'�yCEN,pF CONCRETE INSTALLATION EXTERIOR 7; (SEE TABLES IA, 2A&3A MOUNT ;YF: No. 56705 FOR WATER RATINGS) ONLY =_: n7 7. 00v- LOW 7IYIYHt, '•n........ a..,roa+ Am MILLER, P.E. 14 .,22 1 PGT0130 C P.E.d SU05 CONFIG.EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH HEADER DETAIL'A•, MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3 INTERIOR DETAILS'AW &'Ao' WIDTH ..� SHEETS 12 & 13 NOTE$: E%1ERTOR t)SEE SHEET17FORINDIVII 'AL 90' PANEL CONFIGURATIONS GURATIONSAS PANEL TYPE EL PANEL PANEL APPLICABLE. SEE TIIANCHOR TYPE TYPE CORNER DETAIL' NY, TABLES, SHEETS 6-8 FOR MAX. TYPE TYPE SHEET 19 & CORNER PANEL HEIGHT AND WIDTH. SEE ,A, OS AS M10 ANCHORAGE SHEET II SHEETS 18 & 19 FOR SECTION NOM. MAX. UNIT Y Y DETAILS AND SHEETS I2-14 FOR MAX. / MAY • HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL yylPAry L DLO PER M', SHEET I9 2)(1)LOCK(ITEMS75&107.110)AT HEIGHT SEE PER HEIGHT TABLES ExrealoR INiENOR EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. a ,yr� JAMB OETAIL'G3', SHEET 3)PIFASE SEEAPPLICABLE X % 'GW& e,SH ON SHEETS 12&I 13 ASTRAGAL & INTERLOCK X 'GW 8'Gd, SHEETS t2 & 13 COMBINATIONS PER DP/ANCHOR TABLES. 9D, DLO WIDTH = NOM. PANEL WIDTNEIGH -1 SILL DETAILTY, SHEET 18; DLOHEIGHT=DOORUNITIT HEIGHT T0.125' INSTALLATION DETAILS EXAMPLE: 90°INSIDE CORNER, 4 PANELS -XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.868' 'DW & 130, SHEETS 12 & 13 SiUCGNE HOT -MELT euTYL STRUCTURAL SIUCONE ... PANEL CORNER DETAIL FRAME CORNER DETAIL Part# 1 Description Materlai 124 Kommeeing 4SG TPS Spacer System 125 Ouanex Super Spacer nXT with Hot Melt Butyl I See this Sheet for 128 Ouan" Oureseai Spacer Materials 127 CaMinel )a. Edge Spacer I REFEReNcc ¢s Heron..: r.,........ —,- O10 iECMIO'.WYOZVf NVFIdcE FLHl116 fF10 tufsro GERT, OFAUM.OA]B] NO PRODUCT REVISED IM. GLASS C!/ 1NL GLASS scamp Ingg wlll� Ne F10 1d. ...,' otls NOA-Ro, 17-0420.12 KODISPACE 4SG TPS +x SUPER SPACER..NXTt" ExpbaOon op 2H7I2020 NOM. FYy18 '. GLASS vu�, —INr.GU1ab �[Rr.Guss lee DURASEAO SPACER +=r XL EDGEINSPACER 16 a 22 *: Ne. Sam, G �111. I % A LTNNM ER, P.E. P.uwm CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET. SEE NOTES ON SHEE M', SHEET 19 OPERABLE JAMB DETAL'G3', SHEET 18; )� —� �... '��I—INSTALLATION DETALS'GW&'GC', SHEETS I2&13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAII.W. SHEET HEADER DETAIL'A', SHEET 18: SHEET 18; INSTALLATION DETAILS'L1' & 15; INSTALLATION DETAILS INSTALLATION DETAILS'AW 8'AC, DETAILS'GW &'Ge. L2, SHEET 19 'AW &'Ae, SHEETS 12 & 137 SHEETS t2 & 13 SHEETS 12 & 13 �_( .-„ / 90' PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,R L, ,p. .A. MA NOM. PANEL % UN HEIC WIDTH TVP. PE MAX SEE TABI DLO TABLES I3 NOTE2, i-: HEIGHT SHEET 15 a b a p TH MAX UNIT WID BEE FRAME& PANEL CORNER EXAMPLE: OXXX CONSTRUCTION DETAILS SHEET IS 2-TRACK ASTRAGAL DETAILS'Ll' & _ L2, SHEET IS. C T FIT SILL DETAIL T 'D', SHEET ES 18; INSTALL DETAILS 'DW & Cc'. PANEL PANEL TYPE TYPE CS' OS' NOM. PANEL A MAX. WIDTH TYR / DLO PER EIGHT TABLES 1-31* a MAX DLO PANELYP TYPE MAX UNIT HEIGHT PER SEE TABLES NOTE 2, 13 SILL DETAIL'D',SFIEET IB;� —MAX. UNIT WIDTH—� INSTALLATION DETAILS 'DW & D0', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER -X)M (2-TRACK) JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jrv', 'HW &'Hd, SHEETS 12 & 13 'Jd.'KW &'Kc', SHEET 14 MA> HE F TA JAMB DETAIL'11%SHEET 18; 'K DETAIL T7', SHEET 19 INSTALLATION DETAILS'IW & 1 INTERLOCK DETAIL'M', SHEET 19 'IC, SHEETS 12 & 13-, r HEADER DETAIL W. SHEET 18; , ..� INSTALLATION JAMB DETAIL'IT, SHEET 18; INSTALLATION DETAILS 'RW 8'ec', DETAILS'IW &'IC, SHEETS 12 & 13 SHEETS 12 & 13 r+-- mAA. urvn vviuin _ PANEL PANEL PANEL PANEL i, TYPE TYPE TYPE TYPE ,R. ti, M. ,F, I I .UNIT gg GHTPANELS ER ER � / WIDTH TYP. � �w 3LES MAX. SEE PER j 3 BUD NOTE 2, TABLES 13 HEIGHT SHEET 16 I a b D % X x X EXAMPLE: OXXXp SILL DETAIL'E', SHEET I8',' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 L .. OFA9M. MM ;+--- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 1 .M. .F, 'F- ,F. MA NOM. UN d IA PANEL /j HEIG WIDTHTYP. // PE SEE MAX. PER TABI pTE2, DLO TABLES 1.3 1< SHHEEETI5 HEIGHT x x x 0 JAMB OETAIL'GT. SHEET 18; INSTALLATION DETAILS -GW &'Gc, SHEETS 12 & 13 Ip INTERLOCKDETAIL ('M'. SHEET 19 90' OUTSIDE CORNER DETAIL 'N1', SHEET 19 & CORNER ANCHORAGE SHEETit t/ MtEftIOR EX' TE IOR NON. PANEL WIDTHTYP. PERTABLES 13 UNIT WIDTH HEADER DETAIL C', SHEET 18: INSTALLATION DETAILS 'GW &'Cc', SHEETS 12 & 13 T HT I ES EXAMPLE: XXXO SILL DETAIL'P, SHEET IB; (4-TRACK BY-PASS) INSTALLATION DETAILS 'PW &'Fe. SHEETS 12 & 13 16 r, 22 1 PGT0130 PRODUCT REVISED as comPlyying IN the Florida NOA-No. Cotlo Non-xe. 17.0420.12 ErRvatlon Date 02/17/2020 *: No.58I0S PANEL'S RIGHT STILE TYPE PANEL 61NG E $ING E IXED LOCKET E AB MG LL AS MGAL DCORNER � � BOX IN 90 OCK9T E W OCK3 E 90 PEDEN ft BO RECENER � WAR BO RECOVER IPECENER 36 RECEIVER TYPES INTERLOLK OUT INTERLOCK IN 6lILE W/WWOLE BOX OUT BO%IN W/HANDLE W/NANDIE WIHANDLE WIWWDE W1 UNOE WIHRNot[ WI HANDS W/HgNO0118 V3 "'IM -Ila: —^- is #13 I1 u' 4118 ND 06 001'(J = F PP K L TR TQ TC TA TV TW o �- reMo a SINGLE B E P A C C 1C SQ SC SA SV SW flax4 RAM S S ZZZ FD FC FV FW SPOEDTILE RR R ��WD D M J J W/`�H/IIlOLE W LR PANEL NOTES: �- wH/HANDLE moram 1. DPTABLES PANEL rF �� N LEFT 41NTERIOR RIGHT URET56-B'FOft SIZES PRESSURE. SIZES 8 DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF LLI PAW w1HANDLE reoY>'n PANEL -I PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS T I 1 STILE I VERpR STILE AND ARE NOT AVAILABLE. STILES h• V) ASTRAGnL .Boxaur t�T 2oU 3. DO- ASTRAGALS TO USE HEAVY-DUTY INTERIOVER 18)AND EITHER I— �/ T PANEL"E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND REQUIREMENTS. EXTERIOR(#119)OR INTERIOR (#120)CORNER EXTEIORNE 19) OR LL LU ASTPFGAL BOX01 I L! a.. APPLICABLE STILWASTRAGAL ASTRAGALS. 4.135' ASTRAGALSAD USE HEAVY-0UTY STILES 1n oCENRLE /'� / lJl(#ei)ANO CORNER AOOON (#31). J Z Q d Wt HANDLEAi]D EX CORNER 9DLOCKsnLE wI HANDIEAI EXTCORNERo Q5, SILL RISERS OPTIONS r 23r aas° z3Y E%EPIOR RpR E%TERIOR �Y .aOY -`I�`'2�ILI EXTEwaR p� PRODU YCYgNEM1roo Forma 4.065' U.]IBLg 8. 17.0420.12 Ba RECEIVER VU W/HANDLE p1 0 CT CS � L68T, a .OBT' 3.30.5• 2555" NOA-NP. E+plmLion Date 02117(2020 CORDER Yaf EE Ba RECEIVER AT AS DF°�' 1 By — WI BLE Mla Pro uct ConW ��ppp111��1 Exi SHE 90 RECENER 1r CF ILL 18•FLUSH I..:�T• FLAT OMED UM 3-1/4SIll. RISER �`T (BLOW, T� HIILO�L—ROE FLAT a T60° rt ,750' EXTCORNER W/HANDIER{g INT fOPNER 35PECENER VT wT �1 VS Ws VF IV EXiERK#i E'[TERIOR .T50' E RIOR -y �6. .062' a 3.305' EXTERIOR 4455. \1\111111f1ff WIHANOLE 3.6755' I � af RISER-117BOX BILL RISER BOX E3 19' P7 RISERLUSH 3-1/4" T6 HyER. BOX _ *. No. 56705 5 *= FSILL 1 VT LOW, MEDIUM, • NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS B-B aF�::��= IOlOTEOAW[OGYONVnf�P]ANEL °'sFTYPES�cERr. 770 ALUM. SGD-LM IMPACTJR MOT C NO CHANGES ME SHEEN. oFAurN,mc30eERIES y�ylpip MS 17 +22 A. LTNN MILLER P.E. POTOl30 C P.EA58T05 JR as rWIW14 SGOJN ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) BU OR 51 �y Gi 2-TRACK JAMB 6'LONG CLIP N105 105 ® W/RETAINERM706 113 MIOSPAN (SHOWNWITH 5 FIXED PANEL TO THE INTERIOR) TERM a TRACK EXTER a ®2-TRACK W/SCREEN D FRAMESILL ' REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR OF (PSF) ASSOCIATED WITH STILE. 106 RJUPANELJ BLENGTH 00 OR61 106 14 OpC0 qq 17 ®1561U7-Ri C3 WOR fit 18 5 2-TRACK JAMB (SHOWN 6 SEEDETAILGI WITH FOR FIXED OPERABLE 80 PANEL CLIP gjp� PANEL)L) SEE DETAIL G2 n3 °s B11 103 FOR FIXED 8 do oR el PANEL CLIP 103 ® 8 9 2-TRACKJAMB 50 Oft 81 rL F.%7ERIOR �F�O£RIOR F1 EX'IE0.10R �T�OR W/SCREEN 3.TRACKJAM8 3-TRACKJAM8 4-TRAOKJAMB 4-TRACKJAMB (SHOWN WITH ®(SHOWNWITH 11 (SHOWN WITH FIXED PANEL TO FIXEDPANELTO 12 (SHOWN WITH OPERABLE PANEL) OPERABLE PANEL) THEEXTERIOR) THE INTERIOR) SEEOETAILONSHEETI5 121 SEE DETAIL ON SHEET 15 8 TRACK E FRAME SILL (9HJ46O1500 CEM OFAIHR R9299 EXTERIOR a 4-TRACK F FRAME SILL PRODUCT REVISED Ou11JIRBIceEawiN Me FIoH4a MAX. UNIT NOA-No. 17-0420.12 HEIGHT PER Ezptratlon Date 02/17/2020 TABLES 1-3 ir. 1`dulnulllj �``��••LIGEN� *;' No. 58705 OAF [ORI�P W DETAILS 'i'rSAONAL ENG 1. SGD-WINDOW-LMI ",fill a..ryr A. L"M MILER P.E 16 • 22 PGTO129 C RUM705 ASSEMBLY DETAILS (SEE SHEETS 12-14 • © * m®� m m O �"1 30 27 mm ® ° m®m 1 ,� WORM 14 - —. — il ® o 'lull * �II 11 eRI +.. E RIOR v _ V -L MRIOR BB 113 1gJ 11B �Exrewol gT STANDARD ASTRAGAL #67 L1 WITH STANDARD STILES #00 a4 HEAVY-DUTY WASTRAGAL HEAVY-DUTY6 STILES 1 N1 2-TRACK SHOWN CORNER EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) (BOX -OUT) MAYALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) 135- OUTSIDE CORNER 01 2-TRACK SHOWN 00� O cmr. ovwm.amso �een x �mamra .ID 5 ID( 3 R 135' INSIDE CORNER 2-TRACK SHOWN INTERLOCK 5 11 • ITEM #61 (HEAVY-DUTY Y STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO 90' INSIDE CORNER APPLICABLE, SEE TABLES (92-TRACKSHOWN 1 �3, SHEETS&9 FOR OP (PSF) ASSOCIATED WITH SnLES. PRODUCT REVISED Pl g with the Fl.dd. BPIIEIInB tlo F JI rEiKni.RI NOA-No. 17-0420.12 FRIES 770ALUM. SGD scu-�ro NTS 1 19 - 22 IWERIOR A. LYNNNItI£R PE. PElEJNS NOTES: I)ALL ALUMINUM = 6063-T6 2) ITEMS # 3339, 56-59, 60, 7B, 84-09, 121 $122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 912 OR #13 REQUIRES MIN. 910 SMS OR 3116' MASONRY ANCHORS (� 24- MAX. O.C. PRODUCT REVISED DOp oR with the Florida A-Na, 17•D420.12 NDA-Na expiration Date 02/17/2020 BF _ Minml-oa reauct couam `1t 111111 BI!/] '.P . *: N0,5W05 '*C Tom1£TYPIIXaw, 76 B �'I'•• MVENCE FL]12T6 PARTS LIST ' P4124ep1mD '4isYONAI. ��`.``. LmccPAlm[YzazsY SERIES71 ALUM. S. `T— IMPACT ]4UCLER.l � ® yrwr craw "� A. LYNN068705 P.E wNumumum SA0.]m NTS 20 +22 PGROISD C P.EY6N05 Item DwGT# PGT# Descri A; p.e< 040.VN A'Md+c C NO CILWGES ]N195HEFl: JR idfb'14 �' ption I 113a 81130B 2-TRACK HEAD 2 tT3a 61T303 2--TRACK HEAD WITH SCREEN ML 3 17309 01 T309 }TRACK HEAD 1 1T312 Bt]3f2 4RNCK HEAD 5 113R B1T31d FRAME SCREW COVER 0 1m1T BIT31l FPNAE HFAO/YUIBgWON ' ] n3a 61]3Dd z]fwta6SLL 0 1TJD1 B1T3D1 2-TMCIC 6LL WRH 6CREFN RA 9 1]30] 69301 }TPALK SLL 10 1T310 a1310 �-TRACKSLL 11 11313 017313 FPPIAE SILL TRACT( INSERT 12 17315 BIT315 FPAME SILL SCREEN ADDON (SEE NOTE 3) 1J 11310 et]318 FRAME S618CPEEN ENOADDON(SCE NOTE 31 1/ IT905 BIT3115 2-1RAIXJPNB 15 1Td@ B1TYM 2-TPAIX JAlAB Y#IH SCREEN PAR 10 1TlW BIT30B }TRgCK.WAB 17 1m11 e11311 1'RNCK,pBAB to Im22 611321 sRLRi3ER- FLAT, FWSM, I-1fY' 19 1T319 0031B Stl1RI5ER-BOX FLUSH, 1-1/Y 2D fID21 B1T311 6LL-RISER -FLAT. lOW, 2i IT310 017318 SLL Rl9ER-BO%LOW,2-112- 22 1]355 B17355 S9.L Rb'ER - FIAT, MEDIUM, 31I4' g 1T3a. 01T35q SRL RMFA-BOX MEOUM, 9-1/4' M 113g 61TA23 SLL RISER -FLAT, HIGH, 1' 25 iT]g B1T320 SRLRISER-BOX NN1H, d' g fT933 811'Sd3 POG(ETP4100K x] TOIO 61070 NEOPRENE BULK WSTP FOR PNOOK 20 11J31 BITa34 POCKET PNOOK MOUM 29 11335 e]Yi5 P4100K COVER 30 1]310 B1T390 POCKET PNOOK FOR BO%RLSER 31 1J3m 81m]e 135 m0.NER @ IT3iB BI m]e 135 FUEO MDUNi OEMs 105] ARE StaEEN PPR15: 40 4319 01T250 SCREEN 610E RAIL•LOIXSTLE 41 ROCKWOSK SCREEN LDCKSET 42 41818 SCREEN KEEPER SPACER GET d] 0152 BD152 6PAEEN WIEILOIX PIIAPTER 41 /12B a128 SCREEN DOUBLE NIERLOq( IS 439 81225B SLPEFN TOP RAL I6 4]10 0f2g] sCREFN 00TOM PAL 11 660. ISRA2 STgNNP]iD ROL1ER 10 888 ]SRA% bTPPY)ARD ROLLER-ST. STL /B IJM 04341 SCREEN ASTRAGAL 50 17d19 817a9 aO 6taEEN A6mgGP1A0AP1ER 51 1092 61692 SCIVEEN SPLNE-.165' 52 1894 81694 6CREEN 6PLNE-.15P 5] 81010@0 SCREEN CLOTH 61 U25 1?XI'X1118'SET. BLOCK, NEOPRENE 85 •!d 66 f]2B 1•Xq'Xi/i6 6ET. BLOCK, NEOPRENE 05 H4i Item PET PGT# Description Oe6e#pfion 60 II325 fi1]325 PANEL STILE e1 1Td2B b1]328 PANEL STLE (HEAVY DUTY? 82 11321 811321 BIIERLOD(AOAPRIR fi3 1225 bTP210 YWn BULB WSIP.-RIN(WSDE WIERLOU(7 a t]g ]t]Z9 SILL END WFATNEFSTRP PAD 05 tT32B 81T32B WIPRLOIXSCPEWCOVFR B] 17329 Bti3x9 ASTRAGAL 6B 1133y 01Tg9 HEAVY OUT'ASTRAGAL 89 1]324 81T324 TOP S BOT60M PAIL TO 1T35D 41T350 WFATHERBTRIP EXIENSDN GWEDIDN MOWED) ii 1695 ]ifi95 1-1/2'%1'XY4'HMH FW SEAL DU6TPW06 ]2 019 T0153X TANDEM U. STL ROLLER ASSY. 3 )8153N TPNOEM NYLON ROLLER ASSY. SULGNE IxIWd99, OOW-9950R GE-T]IIO 3 T61B$% 6EMNIMORTCE 3PLY WAL LOCKWIIANOlR61 F1ATE ]1m2XIFPF% ¢1052%1'FLSSSCREWVaTYPEK•1P i103239f0326TEEiDNCU4dU! T BRJST9 aT359 T/18°BTAOIFIYEOPANELCLP0 1103.'IN 81]300 9110'BFAO 1 HiPNTKVWYLSULKWFATHERSIRP S tTd5 LOWENC,VS%1116'6GL SDEAOH.TAPE, POLYEM. 2 48052 ROVERADLHOIEPLUG]2118] A4M0BUMPER B TI09B WSTPLVO 0 TBI6Nf I•KEEPER 101 053 ]SOKEEP SCREEN LOCKKEEPER IDS 9a4 09341' FLED PANEL CIIP-B'LONO 100 1T352 B1T352 FDEn PANELPEfAWER-8�16" to 1T]9 TI]39 WV40lE KIT-NIFRpR Ml5E0 WITH THUMB NPII t00 1)ID ]f]IO HAHOLE KR-PABEO F�(IERIORHAHOLE 109 1T31 T01625N HANDLE KH-RECES6E0 NIFROR WTH TfUMBTIRN 110 IA2 l81}0 HANDLE KR-RECESSED F%l'cRYIR WIL 111 110%IdPPSOPX YIOXY4• PH. -PH. IEH- SS. 112 12]5 BIS1B WSTP,.9U X.1i0-FW SEAL 113 1]12 64080 .f0]°%230'fNSEP1 1N TIO%115PP% YIO%1-172° lls nomvr noxr 118 TIDXIK Y14pDX1'S.S. IiT ]20)O12X Yid-20X1-i12'SS. ' 110 1]95B BtT3]B 90DEGREE CORNER RECENER 119 iT33T B1J3]7 90 DEGREE OUTRDE PARKER PSlNa1AL 120 113]B 811T3]0 900EGREE WSIDE CORNER ASIMC-AL ig 1]352 Bll352 fCEO PANEL RETAINER IlO" 5.069' 8.582' . 0.080• 1.505" 211- F 0.081" O2-TRACK HEAD _J.10 4-TRACKSILL (6063-TG AL) (6063-T6 AL) 6.798' -j 1.21 HTTT-�M__ill 0.081' O2-TRACK HEAD W/SCREENTRACK (6063-T6 AL) 0.520' 0.080" ;4 -f 00s O3-TRACKSILL (6063-TOAL) Fft7.105" 5' 211' 00TRACK HEADqi (6083-T6 AL) L) 9.142' 4.49' O.000° 1.211' 1.505' 0.081' qO4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.574' 1.280° 0.060' OFRAME HEAD/JAMB SCREEN ADD -ON (606346AL) SEE SHEET 17 FOR SILL RISERS. 0,062 0.532' .516' FRAME SILL SCREEN 2 A00.ON (6063-T6AL) REQUIRES MIN. 010 SMS OR 3/16° MASONRY ANCHORS ® 24' MAX. O.C. -:-I 0.060' 0.760° 1.990" GFRAME SILL SCREEN t3 END ADD -ON (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24' MAX. O.C. (wqr lw QMT.aPwrNF 2-TRACK JAMB WI 15 SCREENTRACK (6063-T6 AL) 78 3-TRACKJAMB (6063-Tfi AL) r0.062' 1.019' 0.0SCREEN(FySTILE(6063-T6 f AL) 9' 1.046' 1.993' 0.062" O14 2-TRACKJAMB q6 6CREEN TOP RAIL (6063-T6AL) (6063-T6AL) 17 4-TRACKJAMB (6063-TOAL) KTRUSIONS FRIES 770ALUM. SGO -LM IMPACT wia sco-no N'S 1 21 a 22 PGT0130 pI 0.875' 9L-- 0.062" SSCREEN 46 BOTTOM RAIL (6063-TGAL) PRODUCT REVISED pl in9 wilh th. FlotlEo 9ulialn9 Cana NOA-No. 17-0420.12 E.&MI.n Data 02/17/2020 Eff *: No.58705 AAYNNMIB P£ P.E.05SMS 0.718" *080 3,802' 2.304' 0.752' 3.802' �� 2- 0.574' 0.0.798° 0.082' 0.062" 0.0 0 0.233" FRASC,ME SILL P-HOOK MOUNTING P-HOOK SCREW 6COVER 11 TRACK (DP -HOOK 28AOAPTOR OCOVER 0.080'• 30 P4i00KFOR BOX RIBER (6053-T6 AL) (6063-TB AL) (6063-T6 AL) (6063-T6AL) (6363-TEAL) (6063-Te AL) (� 4° 4' I LI1 .155' 2.3D' A 1.739° �1 0.060' 0.133' 0.062' 0.830' 1.600 7.600 1.303' I-- xkz .080"0' 3.125. 3.125• S. 0.062° 0�.3I[25' 1.924° �_ 2.44" INTERLOCK INTERLOCK 01 135-CORNER a2 135°FIXED MOUNT eo STANDARD STILE et HEAVY DUTY STILE BR d5 (6003-TEAL) (6063-TB AL) (6063-T6 AL) (6063-T6AL) ADAPTER SCREW COVER (8063-TO AL) (8063 TB AL) 3.979' El q-401,1-75- 0.126° 61 STANDARD ASTRAGAL (6063-TB AL) 1.003" 0.76T 0,050' --PANEL CLIP (6063-T6AL) 550' 0.T09" 0.080" FIXED PANEL . 106 RETAINER 9116' (6063 T6 AL) r D.DeD^ 1 PD8 O.709' -I FIXED PANEL 123 RETAINER. 711 (6063-T6 AL) 0.281` -.4 1- 4e HEAW DUTY ASTRAGAL (60fi3•T6 AL) t125-j 7.304' BB TOFMOTTOM RAIL (6063-T6AL) 1.03' 4 2.893` 1.498' 0.133' 498" 0.08D° L 5.021" 2.826' 11990° OUTSIOECORNERASTRAGAL 11600° CORNER RECEIVER (605346 AL) (6063-T6AL) 1.050' ] jam- -r-{ 1.050, I 1--- 0 1.050° .289' I ,e1'1- ,485° 045° .045° GEALNG 18 BEAD 7116-GLAZING OO B1 9/16-GLA73NG PRODUCT REVISED (6063-T6AL) f6A EEAD, CLIP PANEL CLIP BEAD 6083-TB AL ( ) a mplYing wiu fn. Tl.ridv IDA-N9cotla (fi063•T6 AL) NOA-No. 17.0420.12 B.Plntl.. oaf. 02/17/2020 5.62V 0.133` 4° 120 90' INSIDE CORNER ASTRAGAL (6063-T6AL) 22 a 22 * ^ No. 68705 SCANNED BY MIAMI-D=ADESt. Lucie County M IAMI•DADE MIAMI-DADS COUNTY • 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product o ateria he requirements of the applicable building code. This product is owed a scribed herein, and been designed to comply with the Florida Building Code, includi g the M elocity Hurricane Zone. Series "PGT" Clipped Extrude0luminum Tube Mullion —L.M.T. APPROVAL CUMENT: Drawin JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through o 5, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 MIAMWADE CWN7Y Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled `=Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Sa' Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ti;�Ti/:VY� �/��iIN�[�Y1�(II:MY:[1)►Gy 1. None. E-1 i Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. PI duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIRE CPe+iW.OMPoavEmUlxUIL AINSClIG] MULLIONS / _� sFPOEfAi9� /////GE(,TAx \A-0,G.I2 �SNAPE yEE13N tl SNHTSN -I % it __I / SxEE18 WEMNG vml. HEIGXr R MI L5NGfX XOfNDMN. SEEGE(ME LML RGaTRArox pl✓LQyC1SMgY MUSTBEYTW`-. NUSTBE INNUFACIMFD BYPGT. /Im Dux. � M ANDRGIYIIAL SNEETSEETSN LBJ.TM HCPfLW1TK t£uGTN -1 �-y LBIU/6TN D` LNG / M� r NpGM / LT SINGLEMUWON SINGLE MULLION `15EE FLOUR IMOGDEFP15 FROMFIGURE 1.V1OVE MULTIPLE MULLIONS QUIRED FORTH5 FENESTRATION PRODUCT INSTALATDETAULS SHOWN ME FOR THE TIIOIN. TYPICAL APPLICATIONS ON ONLY. MCHORS ARE SHIOWN. EACH SITN ADOMON To UATION CS UNIQHMS UE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD, OPTIONAL 1%OR M WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. NOT MMEA GAP OF MOM THAN 11V MOM WE CLIP. 3) THE ANCHORAGE METHODS GROWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED IN THISPRESSURE HOR EVALUATTONSTHHEEi6 LOAD DURALCULATED TIONEFACTOR WCT No NORE THAN LHW. WE V3 AS USED FOR THE EVW.UATONOF WOOD SCMMA3 INCREASE WAS NOT USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, WHEN B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES) TI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST BE AS APPROPRIDFROPERi.Y TO ATE FFORSUBSTTRATTESFER LOACS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT E MATERIAL. ATSFIrLLS SHALL BE PROTECTED AS REQUIRED TO PREVEM REACTIONS. BI REFERENCE TEST REPORTS: FTL41443: ELCO ULTRACGNIAGGREGATOR NOA5 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE MQUIREMENTS OF WE FLORIDA BUILDING LADE, AND ARE APPROVED FOR IMPACT AND NOWMPACT APPLICATIONS. MULLIONGAM ONLY TO BE USEDWRH PGTJ PROVEDFENESTMTIONPMDUMMS NGCURRENTAPPROVALS. 10) MULUONS AM IN COMPLWTCEFORUSE W THEHN 11) QUANTITY OF UNITS WITHW AMIATIPLE MULLED ASSEMBLY IS UNUNIITED PROVIOEDTHATTHESPAN AND OPENING WIDTH KIHT OF EACHINOIVIDVAL MULLION COMPLIESWTTH THE REQUIREMENTS OFTHIS NOA INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LRSIFT'I FOR THE OPENING USING THE ASCE4 STANDARD. TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. WIND LOADING IS'RECTANGUTAR' ORTRIANGULPMPAPQOIDAL'. EUVACT DNS.. ........... ....1 ELEVATIONS.._........._........_.1 Muu*ou W000.._.,_._.._.2 MULL LL 1x AIN T'...---i IFtiTAL1AlION NOTES...___ 0 MLLTOMMST ..3 NURLTO 6TEELSi11D_.._... ] MEPECINELY, LEWIS HDRUBONTALLYL THE PRODUCT REVISED aBS I'�ne y'�Png IRE Ne Fl.dd. HDAIio. E 17.0630.01 Ex,I.u.. DAt.05/26/2021 6YFROMT SAME TABLE USED IN STEP O)ABOVE, FWD THE VALUE IN THE NEXT COLUMN PNgL CAPACITY MWIREOLLBSI. THIS VALUE PRES STHEWWDLDADTRANSFERNEDTOTHE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FlILLMULLION CP➢ACITV. e)FRO THEANCHORGAPACRYM1BSI TABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRATEMNOMON(MULTIPLE `` 1p11�cEYNSE ANCHORIEUSSTRATEIANtl10R-CLIP PATTERN MAYAPPLV) SELECTMMWORCLIPPATTE MDVENFYTHATTHERFAUIRIDMCHOR CAPACRYIS MET. n iinu reo,l A RRIPPI OBTAINED IN WE TABLE IS HIGHER THAN WE DESIGN PRESSURE RECUIREMENT(WS )FOR THE CODES/STANDARDS USED: �J ............... ......._.._.._._._... _.. [2017 FLORIDA BUILDING CODE (FBO), BTH EDITION 0) VERIFY THE DESIGN PRESSURE RATING (LBSIFi') FOR THE FENESTRATION PRODUCT TO SE USED ANO COMPARE WRH THE FlNPL MULLION 4 %ORDA BUILDING CODE (FBCA ETH EDITION CAPACITY RBSIFPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLARLY FOR THE ENNREMULLED FENESTRATIONVAFSPA NG&Z0IS FOR MOOD CONSTRUCTION PRODUCTASSEMBLY. MINUM DESIGN MANGAL. ADMHM15 I S100.12 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLIMMON WHEN USING THIS NOAM APPLY FORAPERW.. C36P10 n �RB C DETAIL B: Mu FUC DETAILA PER S.cxaR $ Muuwx MULLION ATTACHED T07X eucNSTRw PERsuasrzuiE Ey MULLION T02XWOOD BUCK WOOD BUCKANO MASONRY 'AI'° sEE SEETABtEs tsne — OR WOOD FRAMING ATTAu1L¢xr (OFFSET CLIP SHOWN) (STANDARD CLIP SH ar MOTEL N l 1 1 .. ;.•_• Z W 6 1 1 SSE6 EET6 a ey 1 j MN:]161 mLE ! Q M ..pOR.E E mNLRETE ORLMI i I SEESEEE, ui J EItHERiHE 1 I E LOCATIONS 1 I-- 6EE8EE TABIE6 �' N STAIIDMD o EWE DISTANCE 16138 m m R°ll CfFSEr MIIt a EDGE e • FCRL4l5IX W Q 06 F' p5T. M'LxoR9 0 N varwms r - a s , •a ° a SIDE VIEW j, O m Z TMS NETx . nu lwwoa DTIE0.TEE d F a 4 ° srwwARo 9 O U i 2 '.a a aEFSETMW. J U A. NURMAv6E _ F¢ O oer N Z a'. EXTERIOR �� TIISMERIoo. Q Z F a s d DEWE ES m. 4 •° °.d FOR ONW 45 O Z YM1F - iXELFFSETtIP Et Ati]IptS 6 N Q'� 9G 8i0 ✓> e Rmaeemm FCR � JJ E Lf N MID W EXTERIOR �° mxoaws, sur Lur c � r Y Y PLSOBE USm Ftli Q z N N Oil@RFFMIETIPE6. � V Z Q O Q a d yZ gN N T19.ANCIwN (] a Tvv.ANcxw vmsuostRAtF. TYP.ANCFOR PEASU6RMTE. sFE TIe1F9t&I]a RERsuasTur. �s6ETAElEsterse PRODUyC1. R IMth.tSEO SEE TA9LF3161ea OE Il Abe BW1tlIn91COd6MM06 0.01 6EE VElIS T A AOIMEM Haute. 77-0630.07 �— exasBLmai eucRsrtuF EracomEl Nr s Nmet BNpirallen Oats 05@612027 A. . ATTACIMEM ••: S 1. BY OI11ERC .• BT' 6EENOTEtj'y, Mlam ro use Ontrol SNEER MN33I61CONCRETEORCNII _ FRONTVIEW ' - ... SIDE VIEW FRONT VIEW INSTALLATION NOTES: t) ANCMOR EMBEDMENT TO BASE MATERWL SHAH BE BEYOND WALL DRESSING CR STUCCO. tl t 1j11j t i 21 OUANTRY OF ANCHORS AND MULLION SME SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � A 4�'�N'icerrsNMi� ONLY. BECIWSETMEANCHORUPACRYISBASBD PART.YON THEANCHORTOANOWRDISTANCETHE CORRECTO SHEETS. F OLOUTONOF ANCHORSMUSANDARD LOWEOREFERTOTHBE USED.ON TIE 'P FOLLOWWG SHEETS. FOR DETAILS A-0, EITHERTHE STANDARD OROFF6Ef CUP MAYBE USED. No. SBT08 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. -�'' '�O '. SYg1E OF �'l(/�� 4)WOOD BUCKS ARE OPTIONAL, SEE OETAILC. SHEEP 3. FGORtON •'•�� S)FORMASONRYAPPUCATONSWMNMFDADEWO .USEONLYML+MI ECOUNTYAPPROVED •,AS�pNAt. ENS\\\ ELCO ULTRACON OR aCO tH• SS.AGGREGATOR MASONRY ANCHOM \ A LFL P.E.0 S87 R.P.E. FL P.E.# 58T05 DETAILC: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) EXTEft OR / MW 1x YS CONLxEiE GROW FRONTVIEW RN 2.7 N51LIXKPa1E MCNU SIDE VIEW INSTALLATION NOTES' I)ANCHOR EMBEDMENT TO EASE MATERIV. SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OFANCHORS AND MLLLION SOE SHOWN ABOVEARE FOR PICTORM REPRESENTATION ONLY. BECAUSE THEANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE, THE CORRECT QU RYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFFRTO THE TABLES ON THE FOLLOWING SHEETS FOR DETAILS A-D, ERHERTHE STANDARD OR OFFSET ale MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HLDOIEAD OR FLATHEAD. a) WOOD BUCISARE OPTIONAL SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MNMLOADE COUNTY APPROVED ELCO ULTRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRYANCHORS, FRONT VIEW EXTERIOR DETAIL E:R --t .Ixsuw. MULLION TO MULLION INTERSECTION NOTES �e d (U-CLIP) 1) MAY BE INSTALLED IN'TEV OR'CROSS'pi p3yy§§�TY INTERSECRONS. YE Y Y Ea 2)MAYBORVELLICAULY ZOMALLY ` (SNOWN)OR VEfIFILPLLY. N 3)SEE UCLP DPAWINGS,SHEET521-23 -% LT TOP VIEW FOR CORRESPONDING MIIWON. z e n FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH XTER OR \Y sEe sxFEls3lmroa xaEtouT�a m.e .I3ru+cE FET a'an xe SIDE VIEW NOTES: 1) FOR 2X WOOD-BACIUD STEEL STWS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETB 6M. FOR OUANTIW OF SCREWS SIDE VIEW. F in o W U 0 z 3 1 PRODUCT REVISED as ptg wlUt en. Floods Building Codo NOA-No 17-0630.01 ENplr.tion Bat. 05/26/2021 yT; hNo. W705 *; DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE=LIP) SEfI.ETANSAo. SIEFI62M'03FOR WST ATON TOIR`mscsLL14TPA1 O O O O SIDE VIEW 6NOAMWifN T X Y X.12i. MULLMN ,EXTERIOR .w .RTE µ,K Gml CA IJAGQ iy NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1 V X.12' MULLION. 2) SEE TABLES 10-139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THEW CLIP IS NOT SUfIABLE FOR THIS APPLICATION. 6 .PLL a� s &MCI 1 PRODUCT REVISED Ch mPl wthe FlANtli 8uIlEInInB 80A-Nn. Pith 17.0630.01 NrowO00. SAEE44LUM ExOhntlan 8itq 5/26/2021 RIOR EXTEoa ua9anar EXr6aoa R K5 By \\ yl Nllem-8 P tlucl COPtro wrovmo6,mEb I � wAt au oaN.soxm' 1 r�E Ox PumANCE i PFN - AW W1i W 1111 Y NOTES FOR INSTALLATION OPFION IS8 H'. � ,. �aoN,.,LY ....., 1)USE 2ANGLE CLIPS PER MULLION END. C11P5 MUST BE INSERTED INSIDE OF MULLION. z = P/ P II 1p No. SBJD$ 2)DETAIL G: BEE TABLESIB-14B FOR ANCHOR OUANTRI'e5AND SHEETS 21-23 FOR HOLE S _- /' LOCATIONS. (�l . -2 3)DETAIL H: SEETABLES ISSOR 1fiB FORANCHOROUANTMIESANDSHEET22 FORK, ATE d',� LOCATIONS. 1A W In Alum.I x2x.125 Mum. im 1110 1 1. TOM a0H BOIn 1 n v. Ipam,pJly T2p'I001p. prelplQunl Tq/]Mrq ggnmpW, TnlJman4 PN]nPOal TrapTlelp P1cIfWIID TI]PlLivnl. FvdmpJ LadnS IwJW unM. LaeCn6 L n. Lw0n9 Leu0n0 qLP 9 LmfnO SleeNgM Loft,, .5.. $ %'_. Egg 9� W��' 6 0� 6 k� � � at sag TABLE I Anchor Ce 0cl hbb a Nlv]QAV IIJ-99 EAv WWbW MO Sitel /128M1 Rblal Y128kd Slta4e4 21N fIXiMe SSNGbM. M0m]CMV 11Y66 EIvv 51C Elev pIICM Typ' LIC ELa Nincm IN`EI[eUMCT Y'B�E�e ]II6'Elc[NPe[w 1/9'EEOUM[wl AOpreaaur Nlrmnn AppleCa_v 00,w ry51 snry tcs) srnv(65) Anehor Glp Palleme ].nfi- r z4rz r 2-11f r slrr r 6a]- osr blL` EaN. aanza(ni.. r a1rs• r 2.1rz' z Lvr I-ur 1411 1.11n• ]-va 1-1K r wa 1sr one] EmSnalLrt m we` wr uM• wr ]80M JAR 0i 2IOIb 2WW] ]51 bf AD lb ]T!W[ 6NIW W0109 NIM MZM SW Pa 1AIrtiv1®4A-MN.O.F/9M1IMNaIOruICIIp Pb. 11: ]V815f 3m Re 4MM WA SIOWv WA NIA WP WA WA 68z G] MIA 1120M lgrc.Inp®1.14 MIn. 0.G I5YMa4 (MOF][O Crp (Fp.3k 1B01M TLOM WA WA NIA WA ]fip P. T<0 by B90 by 1003W] m2 Ef 0954 1130 P] IAMMa®]'Mn O.F/W)3v5Argle O'p/{Fl333 10015] TmW ND. 1.0N 1fie0M .01. mP- —WA NIA WA NIA WA WA WP T16M I NaAws®OAS•Miv O.C./1]tJIp, w0.120'AMn.(FlOvT WA WA WA WA WP WA NL4 ]]01Gf 10TIN 9YIBv IT]M 901te 311 W] 9n1h] 1 NWIKK/FCBp IF4.5k 185N IB56] Lab] NS®v 823 E] v5M LO N] 1Il R] NIA WA WA ]11M M30] rdObv 2A."6 t15'Mb.O C/FLIp IFW�Ok N91L SSOb] WA WA WA N'A i90b[ WA NIA I NOTE FOR I MUFron um. —I—. ... .............. -----..__._.- _- USETEI e ANCHOR WP,x THEM ESEU INCHC GUALA M THE z Dq k s 6V j y z z ~ 2 ¢ Z N 1 y Np m ti0 o y0 Y Y � x¢ u ti 0 0 a PRODUCT REVISED' plYlong wIM IF. Florida Bolmin' D ...... 17-0630.01 EaPtnuon D.F. OW2612021 By ml.m r uc ne o FIGURE I: FIGURE2: TABLE NOTES: 1) SEE SHEET I FO R INSTRUCTIONS ON USW G THETABLES AND SHEET S FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATIONMETHODS. —j two, r- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. T� FIGURES: 3) MULLION AND MUUJON CLIPS SHOWN ARE NOT TO SCALE FOR EAACT DIMENSIONS, SEESHEETS 21-23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET$21-2} 2.000'till. • • • • HOLESTO BEDRILLED FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. L .12F It /I / `.T xoNY ..... h •� ANGLE CLIP MUBTBEUSED IN PAIPB. 4f SUBSTRATES: CONCRETE SHALL CONFORM TO AID Wl SPECIFICATIONS.HOLWWANDGROUT-FILLED CONCRETE BLOCK UNIT(OMU) SHALL CONFORM TOASTM C80. WOODSHALL BE PRESSURE -TREATED MSG OF 0,55, ALUMINUM SHALL9EE TSAND BEA MINIMUM OF.I2S r ` �� I`..... �i No. = FIGURE4: • N1��H FIGURES: FIGURES: ® YELLOW SOUTHERN PINE WITH THICK STEELSTUDS TO BEAMINIMUMGRADE MAND.04.5'THICK(113GAUGE), STRUCTVRAL STEFITO BEAT LEAST.I27 THICKAND ASS. AILANCHORS INTO METAL SHALL EXTENDATLEAST 3 SCREW THREADS BEYOND WOOD MAY BE STEEL,18-B S.S. OR410 SS. 1'X2'Xd2SMULUON 58005 :P z tfj . *_ u THEMW1.1 ATER,.010&2ANCHORS INTO STATE F�.'(V� A TABLE 2A IANISB. CB eP TeDle 1 x3a.315 AIUM.T316 Op Re[IenBWor ImSira BOIn oCln9HBIphtlTornooft imMBOry. Lwow RMapWa Imf 1WN aI"p. inpiuiy. 1.aM+e rgI g.) Ralmp+lm UaElre 531E imyitlag W9T Re6vgwa t M0In dg Tnp'TR'p. Wns ae RecWq�ar tWA 6� ink ne & Rsd �I'N Wm lour TNrkup I+bNH ReMnpulm lmdra Wg TrtVplary. Im9re R[NugAa Im4r9 min Tm"'N'. las➢ry RetlmBWv lmtllre WF inp'INn& I.mtlbq Qin IBF W.629In SIA ,S WN g3F 0gF >1F iBF ]BN 1R0 R1.0 t03.) 011 BZj W,B dB ae0 20B 30] 02) 9B] 4rB 10] 311 91 M9 Us 202 Ifi] 1]OB tS9.0 NIB B13 W9 B1q IB8 3).9 9.0 '16.8 135 NB 3K X6 iM 952 90 tm 1T/ IW 151.3 101.9 PLI ]12 91.8 NB S. 30.0 Y+9 no W] 4- M] 22i ]94 R60 95 'Af In 1N.0 11B] W9 B6B 6]5 642 QI 212 MI IR LID 3I1 320 ZN 21B Z3 101 1)] 165 R9.i OSB 11.1 810 1lB B&I Ad R] 21.8 2i.2 9B1 419 Vp 2N 231 RB L9 9T1 IW 1]6B ID0] 81.5 Rl H.2 436 3i'S 10.4 9.B II.0 W6 N3 ZJ , S N1 'B1 100 1'N 191 1¢B )0.0 Ba.B - 3flB no 29'9 9.6 181 11.] SW 4iB Sli ]9I 256 95 "d13 1B2 18A5 Ins �0 W? 989 ]RB 361 1Bo 'H.9 14I BfB no BW 31B .3D 13r 210 109 IT 1. Iola 07.0 ..6 d1.5 MB 28B 200 ]0.0 1T0 181 W2 557 IN I00 Ma 299 SO II6 202 101 18&8 UA 'Bl3 &.0 08 31.1 ]tA 5i6 1B.) 51] 39) A] ]19 ]5] 13a 215 18] 195 IS] 16H on, 91.0 @> eI.1 ffiB 2iI 5fl0 183 6BE WI I. IW 3B1 2W ]60 45 NZ IB3 16Y3 W.B 060 61.a a20 9i1 3B0 ]21 184 1fl0 517 3A 3W 3l 2W :S1 YQ 580 tW 155 ]Si WI 432 SSB II80 221 t&B 16.0 120 11.8 603 607 dW IW 834 ]90 300 YLe 2@ 19] 1Be.B B9p W.0 61.B b5 919 Zd0 N.3 18.> 192 911 390 30B 31J 193 90 803 4a 8l'S L 221 Co W1 IJS 900 324 16fle W.0 B10 650 611 990 95B 66] '60 W0 n! WO 59 3BB 330 J31 SN l9 ]W H. I 2fl] IW e1.8 169 253 19] YN 115 SS t9.] it &1B TA 1B.B 19I A4 I20 316 1T 1B6 tR 167 3B9 37.7 '1'4 1LB t19 t08 10.f 96 ffi 193 19.8 t8B f0.l 1- 100 IW 11.3 88' 0.B Yea A] 14 ifl6 10.0 H] 1M 190 160 9BM loo 1N 79.0 129 t5a 1N le.t 1'ffi 161 121 15.0 113 osiI ANCHOR CAPACfIYADdUB TABLE 2B Anchor Ga ac TaSIe 50 Pi L'.ka sipyam B.n0-11* ].SAPaa. xoW+fMu Va"39 FIao 6N6'Ema FaIM CMJ 1H'SS Ekn YIOSkI Y119L°tl s-10 YR 61eN Allalvrlype'. }MCGao Nlrewn 114'EW Ne®m on?EI[o Umema Y10'Fbl Ulacon 1M R[p onn. A�efiW N]ma AppeG[lot 9a-Ps)0[m+a1051 --(-) Ao.i.. CUP PugAW] 2dll ]dR' 1' DVC 1' 21? 4 e-1R' 2- BIS O.H' E6ps DYnnae OnY I' bIR" 1, 2• 5-1/a^ i.Va• ava' Llu• 1-vr 4nf r IS'C MVa• mlha FmRJnml oat wr 1-vr ISr Imr ZW me ROIm ]M lm ]IB 1m Halm Wm[ Blel %tIM NaW fie01m xMNon®e.]5•NIn.oGrsleNtNnMmalpleG tt '.3W Im ]W lm a•L mp ®01m IUelm ]W lm N/A NIA NIq WA WA IIAIm a Anoaan Q11.15'NIn.0.0 16LM[N WmmaUCIIp IFIJ. 2{ NO me WA WA NIq WA NIA 109m ]101be pW ma10990a mlm 69ilbe BBSIm som. 11291m2Art12R a Arcnon®Y61n O.C/R2+BAWb C11paIP4.R ]60®e BeOm ISWW 1e901m mo A[ W]Im I t°P15'Mh B.CIUQIq M0.12YAmm.lpq of Wq 2- WA NIA NIA WAHN193meZl9b IB]Im 9ll lmA]PnoOv[811YMn. NS me 63]M ILbe LIBW9170. NA WA WA WF 3111m N31m SSOIm O.CJ FOIp IFq.ekW WA NIA ven Ce WA ee'MF WA IWW BTANDARG CLIP. WA NOTE: FOR THE OFFSET CUP, USE I Ht snore wewvn rn� I=oi.........-•. FIGURE I: RGURE2 FIGURES' ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: 6: I'RIIFIIGGtI'U�IIREE TABLE NOTES: " SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, y 1000' f- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR BXACTDIMENSIONS, SEE SHEETS 21.23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �L" HOLES TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLELCCANONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWANDGROVr.FILLED SHALL CONFORM TO ASTM C-SD. WODSHALL BEPRESSURE-TREATED t CONCRETE BLOCK UNIT(GMU) YELLOWSOUTHERN PINE WITHAN SG OF 0.55. ALUMINUM SHALL BEGN33T5 AND BEAMNWUM OF.12W YXYX.975"MUUUON THICK STEEL STUDS TO BE A MINIMUM GRADE33 AND.114Y THICK (16 GAUGE). STRUCTURAL STEELTO BEAT A36. ALL INTO METAL EXTENDLEAST1011S. THREADS BEYOND 12MCHORO NORS T EMI RIAL'6I108#TOWOODMAYBESTEFLE PRODUCT REVISED pNg wlth NB Road.o BUIld'.1 E NBA-Np. 17-0630.01 exptaa0gn Bme 05126MG21 * ; No, 58705 A LYIJI�WLLER, P.E FL REA 58705 Mug Len9t11 g yy v w m 's "stlgi+EEe"she"s 'asEP�dp�i.��e -psi=ab$e'�ve v555EEa�®�9EE>:�,�Nm�g 9 MUW�IVIhWn �� 3 gg Miwmi �� fi R EEo"sE�S®"BBpe�goed�j `5�x m g El. 6 6 a o $ e u c 3 MWlmwmn 6y s E v E$ p E o E� Pe�4dNd�1T oa 5g5EEe�Ei:3ue�w�a'�.dw�,'a€ S P. g y£ a ��)Gwtln a o�EEmmy38Woo aMw�m1�T 6�383 g � Ulm � a E & E $ u M[MCewaIN w 'n tl$ k� tl 9 P a a=� 1mmaGw.V 5 n 9 is a Y - c 3i 9� e g �� 33 a $ a m$ b• e� Ne' i e A 6 Y �dC�)N 3 > C m a I=.e� MYC1m 0.V�1 Sq 5 Es e 3 E v 9 s "e � o%= b b y ^IyallYdl��rtT a R - u m A- y q � m 6� n OMPmxI�� 'd S ®� - Ibwe.a OP) `w yZy I!� • • v • • o i m r o g A m • m f 9 • N m Pi • m m e__ •� yO _ T • • L • 41 ' • • • • �`IM]=l��mC yF11C 3y2� Plfl �IyF Iy'ymO-M y5 O a y r NiON EOQ Qf S� fn o�E O.. gF. 6S, ��,._Z BF` S op E 01T=Z PO[ y �� MAN �zz o mZ a at R g gKW vmPmFy Mp. D "cFP obo �iizon9z gof a: z s 4�E.}aZooy W F F y< S� �3 Sit 2 O ss>�y��o IS Fo' '3'am ocmi <�=iy� O3i0 yN pppy O�OMEmysii- yy O T y Fizb 3 pmi5y4 m oyC��iEa �H t G' o`ygF ZN O mmC m9Fy oo 0 N SIM �N O c3co Om ygpsm m iIt O~ NN O y1-BF oa oa H mOLa bn g zAunc�v 9 g m Y'Q' iE]a Fn i�ay E s za 0,20 niaox x o Oy AZZ Or'�y 11D<y.S.. 9 3 P �0 C pz Aga —4 @� r 03K 2~me ��pL " I 4 11 ��yP�ooOoa� m m' coo gg e3 y3iVn2 �� $ REIM i Z AL 7 gp�os y m�tMjEmgA og i 10 :. ({� •Y b a zm90 9?2.0 P`•)� a �'O� w e n�my COPMIGHL 0301T PGT INOUSINEG, INC. g Mm SRE5E1t4E0 IMPACT -RESISTANT ALUMINUM TUBE MULLIONS oew¢lux 'I X 2.75 X .375 MULL SPECS ja iaa o : o NIA WA 8300JR 7 a /mo mvwolam owrT ^I �'// /j•..y .• q�� C a e _ owRO om. cn +mh ona wr. xwxErta/m JRa�OSOWSKI �0029/11 C �qp ao-leao a ,PRVSOWSKI 08119/17 NO CHANGES THIS SHEET- acY3r. orwma:sae �D�iXzg� � y o o E5s'cs¢=a y ®'�®a o m a®nv j'ionn 3 ® t ca h; 3g �GgQ 3 ��SAa?5� pp o gg Sas's€i§re 5 F ¢agar � � n q .1 y$yeEe� w gae: wa n es �>3'EEYY = Y a 6 8 Eo F"?`oH 5 >m aEa¢ 'iy �w Y d g qR _ 5 Y Y 3 S• � o E�Fvn^NN5 $ry.ym Y�P(a 6 O Y�a�lgYEy`� -s¢ Fs •figg �g x�aa$&6�Liu� Y¢¢'g �Yi'x2a¢ Qmu� w w GZ , 9 mrQUE9 VIN��j VIN I IIIVVV�� A �11� I = 0 W lmz 41�3.Wl kl.&O�m (Wp� E "MIN id bi 21 3: 85M ON -Env t� O.,�9 o t; :0. In zi oz-� T§. �5, '01 0 3Z 3zo -2 Ro Z8 0. am 5 � Ox aw.g zo 1 0 Ft o 0 om 0 6 4 '133HS SIHI MONYHO 0 L WfiL/90 �msmos' H r 0 I'll, W uruuEu VIN am. �z 0--' Ng it SNOminvq auni VMNIVVIIIVINVISIS�H-IUVdAl., �z 0 ARM Hx Pig 'o < x Md.., 86 2 w6o - g aj' -1�! NJ; �544505 z Od u �q z OZ X- 5-1 M v Ell N15 R N 9 2M 0 Q 0 E 5 9 NIX-JgJ@JR V- g R E F A...UM' a 1. 0 Aofflo .0 < g g � � p M NA a E R n R 2 9 a 9 A A 6 �JN i — — — — — — — — — '111; glAH -)-o 2 A R a 1� 1 1 0 RJR R WLA� R E N ETA 19 Wa-R R z Qj 0 P� 51n F E 9 - - - - — - - - - - BAB 0 6 r 00 WM Pip 12 z I A - 9 - t A A WIN a I z �wo ." - - - i --- - T M e, 0 (Ko P.� a A rE a d! E all R GJ§ n 3 P R R z a UIE EIZIU RIRIE .2 SAM 5 c! kp�o R9nA R R N 4 8,8, � 'i g E p 1 9 a I l R SEW L= a 2 4 g Ila *1RIVIR 4JR Ell 51% R a 0. P; mj �J; id 3d, 0 133HS SIHI S39NVH2.0 �JNLWW%� INSMOSW. ............ �% . ...... uj ............ .. .... ........ .: "R. VIN "a, urbou VIN se Eiau E �M_j .��j I --. ON e�l SOElds _HFIVY I XVXL L -- Z... 2 nVINVISIS d ; 11� 11.4 �Oj 0 z 0 n �Jn _�05E I I a JA" :R gn . a � - g- E �M R i '0 .6!z W� 51a PIE 0 � 1 0 RJRJoIR A W,Q -In -Ii i q 15 1 R ;I 0 QOZO 9 M�M M 3; t; zo E a Eli F P F Ij§ I a 9 2 A 86 8§..1 19 , P !2 zt UNN 0 z F al; z a E, 2 A M �Oji� W i M r �j - I- Eli N� E NIE S a 111 bn 9 ;I; -I- RJR 51fl�JN 9� 0, E2 z 1§0 0� .00 z �JRJBJ§ R E 1 0 R 5 N N R Ei�k 0 zo �-p 0 wz 0 IR I i ij� 1 0 0 M 13 a 2 5 F Wj 0 F, . 010plo 3.. M2 9 *121,151A M -IM FT" RIRIE RJR § R R z ;ap :p 01�12 Rj� �Ju Z111 > Nla R 14 ojFl�lpjsjlj� -IN 0 g NEW 4 §11JR12-12 s fjgj�lg Nj� 5 MUM lilqJ, El.� i WM M R 0� I"ON L WOO D1SAAOSqpu,r =,�p Ow Ibdluu [>Ivmuuua r url� w HI I ; ;; '11% .. ...... Ig"m ci 'N .. .... VIN I VIN RZ iB *504 -2 SoHdS ITIN SLE- x t, x �a PL 0 A20 SNOmnvi Elam vynNIYYfl-[V.LNV.LSISRH-.LDVdVgl te: <�.i 0 ........... A p WO, L F2 ti X, HUM ��rzo�go z �Ji R 9 F R R i G Rig MERE R 0.95 5 �JEJZW I a 1 a w6gg § q g 3 R -9 T 8 60�2,� . -6. � z §z j, 0- 8' 2 0 odo z - - - - - - - - - - J <i'�: 20 x z v .8 RE Z6 m' �-2 6 m,�A Hrd�fi RY11, z 12 zo w 0 E Sg B.E 0 qp� MM ria z �, a N B@- V. Z980 MIMI mo w 0. Z8 < z H -0 -z Ho �afi E A . m a X ma E. i Ell ill 4 i 5 k 0 qF Rg 'a 25 n eagmMw a R a NJ 5,-A r—d- I ;J; S2 is Fj Ow w 0'5u urum pt s5B�isllnvisqz xuaL sxqz SNomm Be ni vynNlWnIV INVISISEW-10VdAl. —: �: 0 Z OEV 0 E ...... p �0' m . 5 Q 9 a RN R 5 9 I a I E RIRIE E vj� m N 9 -IR IR Aj� Aj� a g N. ilp a R 21� ;JR N R F -In ill go 0 8 oq'�o -0 RO.-M-55 w OM MOHR 0 n .M.SEE a ME MR En' a a 5m MMOP a a E as 00, jnp TX 16 -MA 'F 6id' i2 id Rnw uz M6 an"OR WU� no mi Hn 21 -133H S SIHI S2E)NVHLOJN ZW6 V90 I 1118SA1008SM1 I * #,,f, VIM w mm 2.1 U_M Ogr —oo U] OW i.� 0. el 09 z brOUE9 VIN A�U SOEWS TinA 00� X 9Z E X 96 W: e SNOi-nnvq Sen.LiNnNtV4n-TVJNV.LSISB'd-.LovdvyI - ...... 0 11,710 p "C. o: NZ x mi % p q7p MO 4-.mo ROE. ISH2 JZ t� zs 2 zs X5 Di R OR ;!ALIAS 0 6P6 wM N 4" 2 EMU 0 us .0 A p- OW 3 i 5 A a NO ta < 0 2 0 a M R go A z 0 .0 R zjqij I z mi iP19 MOM 0. in �<62, z rig Djzj� EA AS A! Z z 'E 919 NTH a I a a I R R b 5 A 0 a �.O 3s A WH ijijj - �j Ul I- 2jgpjlj2jBjo s v s H 2 .5. Lo oWE EEC 9 �1-*Jz �JZJFJ�ja 2 z VE givia Eizi, -IRIE1 al 10 sh J. L Pm Mt P n Z- -jsj�JgJ--j2jnjg 1 E r gg 9 9 9 9 Imc 9 N C we =c Epp; I R'N 9 2 4R E A- E 11 50 t ng— 8 -g.S4.t -;-: 0. P a 8 41§1414161� 6 g —�n' I - - - - - - - W 6 6 Q-�) F ? 0'0>�O- �r MUO VFE t i2 xi 0. z 0 E - - - - - - - - - - - - - - - - - - Z . . . ... '9 �4c� R 5 mF- > Z%4? w c " k > P om 6 m Z" 'c - 52 o F� 9 �nC�M 0 *0 z i I i i 6 1 . . 0 . '0 9..- g4 WA in t 4 4 r �C�* N HE .�) a K 0 A R a 0 Mpg 0 23 g�� Z 2.9 z HE z it g E2 Sf —C'.my Z2 15 R. F: z 9 aj�j� aj� g S 62� H Z B - ; 5 9P 2 z 0 ffl*�2 m. m E 2 A z 65:5�:lmov �O�> ,ORO HUHN 'X Z� 0.. 0. > ........... I CO�1�02017 If P�INDUMiESAKC. K=_ 2 F 7=>r �r, r r X M AC -RESISTANT ALUMINUM TUBE MULUONS �M D us 1.25 X 3.25 X.624 MULL SPErS TH go "4' P w ia m NIA F'NIA P 0300JR 11 � 25 J ROSOWSKI 1 081291111 I—C j'96SOWSKI L'861191170' 0 CHANGES THIS SHEET. a 15� 6�- 6 m 6 012) 2 MM 4 $10101 jai z a =I=jgj!jR 2 0 -Igl& g gj�jj EJBI41�1-IE15 6 6 b b TM, - P-l� 0 ==V, 0 ID 1210 ENO - '0 FF k 1= 01� B S3 . a � 9 - - X.0 c - t wi� 8 g M,,b 0� W�� 0� IM c� 4 -2 0 0. .0 mm, . T u 6 0. jq 2 9 E! i; R EEO 00 g an 5 E Z >Upqg�-�� 0 o x I . mo > z T > - - - - - - - - - - opq 0 !q, m 31 mo� '04 w - 6 6 6 M.M To r. i.3 R> 0., s KSMF,� 0 11 RIM i Z-0 6 0 0 N, Nq�d mx W-MHoli �E] R0�291� lul 0 .0 'c MPMONTC2017 PGTINDUMIES.MC. kUNG�SAESER� m JMPACT-RESjSrANT ALUMINUM TUBE MULLIDNS _SS 1 25 X 394 )( a S� !F 125 X194 X.624 MULL SPECS N/A N 11:1 25 ;8/20 m 7RO'SOWSKI C C NA J R S0wSvj 06119117 nNMCHANGE 1 IS HEET. Fo�.GF�� 'J33HS 91141 S3E)NVHD ON LUU190 DISMOS9.d�r A, ViN VIN__ m t A. z Wee SD3dS Iln" 94 X V X SNOmnvq 39ni wnNivqniv 1 Ny 1 s Zz zu A, O_i� nMCS3�nUNI�d LWO�D�� 0 & .0 L ME 0 0 0 WH 21 jW 3x: x -�F W. 71 p 1 Ell YIPIO 9 R x i P_ � <0 M<� IMAM= N § � a - Mg W W. 9 i R 5 Ma . 0 =NO Q V- W� �A 19 ow g flnlg s q el. RIO o R 1212 -10 PP R v = E . B In zo o RIZI.v v A W9 H�H S51 M212i A 0. -0 O_ RR I i� A A A m 'Sig RIM lR a ME 0 g 2 On 2 WN - - - - - - - I- 6z 'A 0, s a nj� 0 R o M2 �1*1 iE � a W g- 6 F P 9 1 1 ! m -W oze S R 0 r Fg- F a 13 n 2 N L R p ;1; B i RR 'I E 1�p a 0 R R 9' - IV .2 0 SIT a SIS VI IV I a Lq01 39 Di Opp 41i 5 e i z �A�. W, Q A i i I . . . IWO 04�,fi�202 2-.ig m, gig o G Big P. �I� gjz W�.C..� o o w t i I gs I E a Bill I 9 -WeNo 5 iWA AW up.dw 4 9 9 9 9 RE 1; 9 E ft'a RE; ..E mml- .9.HN 0 T -0 =Z, OR :Em. 02 . 1� : . 9 Rw� Ph) F > Z. GM�O.,s mo ma.. BY -m 2-� -�l 10HO1,149 p z -00 z �.W 99 + . WR I T �a g�� 0 1 9 21 j tj� 6 j 2�9� H� Wn . . . . . .. ty 0 �z 0, P �Ig 505 9 P 21. 2 25 - E . N �02 62� r ti N V RN N 8 POR15 > 8 116 91iINIS u W 2 �8.-mm� - �.�z 0 '0,06C3 IMPACT -RESISTANT ALUMINUM TUBE MULLIONS w S. iswm 9! NIA N/A 6300JR 13�IMI 25 -�k pff It 2 X 6 X.25 MULL. SPECS J ROSOWSKI 08129111 C P41) �IW I 96sowsm 116/19/171'NO CHANGES THI RCMT.W�mn Mull1oft Capacity 711,10 9bNT?) Openleg In weeIr"Amnelm enfl..) - P�-Iel Helom (�w wIne=Tpv- MII -T III In I Son Imh 101, Min uIn,nnr 'Ien, Fene�. .nwn, 7.,Mnv �n, .0eIn I nenvee III"ne, tnadIv U:6'.2.11- .IwAlenn 11 1 711p, I rmN u H 0 Q8 M2 V&�j 419 MO I I. : 9 11 'I'l ftl me 1.. 41, In m Ml .11 12 1 IIA, .11 ml IeS 1341 411 513 M Ml 411 �l III In a. W fen I K71 . no I ne� M4 4(3 M In , 5 3 4 MA 3A 1 NA 43 I&S 3U W.3 443 MG 314 %,n5. ne n x, Me on I ".I . In. 71. +al�317 .12 m a? . "I . .1.2 . -6 Bn In, 0. !Z nn U5 M3 67.. .. Inn -31STM -FM 41S Ma 7 �4 Me "S 2. 2. 11.1 3 In aaa .10 'T. 1 - -- 211 .11 4.1 21!n 21.2 .. Zz = a, I a -Zu- 4!TT 214 -3737� M �.y VI M M U7 = 3 1, = Me 27 3T2 Xl I 177 256 eL2 III M me ".I ne 7;�T�� I ta, =7 �l 1. V4 2. 1. ",a in 215 1. M. Z, 7; �52 . iin In 121.1 In 1 Me 211 M11, In In. 1 !17J I '�d �5� In -ii-. -i.- 7. _a. m� U3 In sz:i� ---F I wu I F,.. I PT�. me. "'s, Me VE"� n'..s a Me, -enep� 6-1r, I 1�� I., I WAC"TABUE TABLE NOTES 1) SEE SHEET I FCR INSTRUCTIONS ON MING THE TABLES AND SHEET 4 FOR INFORMATION M LOADING. SEE SHEETS 24 FOR GENERAL INST�LATION METHOD& 2) LINEAR INTERPOILATION BETWEEN MULL LENGTHS ANDIOR OPENNG WDTHS IS AU-OWABLF FIGURE 1: 3) MULION AND MUILUON CLIPS SHOWN ME NOT TO SCXE. FOR EXACT DWIENSIOI*S, SEESHEETS 21�. HOLES TO BE D�ED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-M FIGURED SHOW SUGGESTED AFPRQ�TE HOLE LOCATIONS. ANGLE CLP MUST BE USED IN AMRS. 4) SUBSTRATES: CONCRETE SHAI-L CONFORM TO ACI MH SPECIFICATIONS. HOLLOW AND GROUT�FIUJED CONCRETE BLOCI( UNIT (CMU) SHAU. CONFORM TO MW C-90. WOOD SH�L BE PRESSURE-TRE,kffil) �OW SOUTHERN PINEWITH MSG OF 0.55. ALUMINUM SHALL BE W�T!5 AND BEA MINIM11M OF.lW THICKSTEELSTUDSTO BEAMINIMUMSRADE BEAT LEAST.12F THICKANOA�ALL ANCHORS INTO ME�ALSHAU� �DATIUEAST 3 �WTIiREADS BEYOND �EMTER�#10&M2MCHORSIWOWOOD�YBE�L.1"&S.M410S.& cAR- PRODUCT REVISED an compli Ins. -In Me V106d. No".. 17-0630.01 E,I.tIn. O.w 0512612021 .I— - m NO. ..'2� 'i�13HSSIFLL93ONVHR,9,NjL�i6Ligo i imsmosomr 0 9z �v -i v lw� " �1, We WHO VIN W soRds.iinvi Avu Eigboac 6E 9 ui z w SNOMMY gani RnNiviniv 1NV.LS1S3H-1Z)Vdn1 m S�fl . ni 6 a-.-. w 0 0: 4r., 0 Oar OM 085 q, a .0 Oga is 0 RM lip 0 .0 RR 0 :dA A r 0 W_ W.- M. 8 �NIR I -V - 2. w a R ks <901 00 5 4 Eli s a F 1 9 1 R U I Bi ilil* 01:1 Pj�a 1*1; 0 022 5!5 N 2 E -00 V = R F R 9 R ZO 0. 0, 9 "R ztoz Oz 4 , .0 E i g E 0 g 5 a p F3 X0 2 �-Zu z M27. � RV a- dMe V w We 0�2 .-=RAU OM2 T ElElglslil� 4�cdo� j , 9 2 - . - 0 . Op p. �1-1 "do z 4.do,� -151E E I I — - - - - - Z8, 0 E g In: j ; a 0 F I E a e a 5 A T PIS; q qg 9 VE F R FIE �11 1 9 9 F 9 zg o F g dd w F �O no 0 0 2 49 r SEE mw�cwdy 0 g =8 mt =a at aE M�E 81 ice m -2 E 54 0.1 Hn z Mc".,w a o -0 � g C o 6- mo 0* oz 0. D.- RZ 0 z a 2 t 8 a a �d t T Rw C.4 R-V '. 5� =�=) h c 8 6 ijij� OR if . W G zt a 6wx�,:E 00 > g 00 F 0 9 ikl� o G 6 F� 6m a g 0 1 9 �lk w Alt 3 v a CZm 21§ =�.dq A F: . 01 0 0 �PW4 gjtj�l-,lgjljFjR PE6 Mom 0. 0 m HT .... 14, 0 0 0 COPnIGffC2OIT PUINDUSMES.INC. �RIG�D IMPACT -RESISTANT ALUMINUM TUBE MULLIONS Zm 6 45DEGREE A'��"� Ij is NIA �IA 6300JR R..'. 'C 2 OWSKI 1291111 7'96,90WSKI "06/191171NO CHANGES THIS SHEET ; ffill .37V MIN. T-11 2.( -1 1.000- t-- .12Y 11 37.5 6003RAI-LIM. X�ECTJON rM MIN. AILF!LLEP&S'EE --i Mv. u- P L A A I M63-T K t�� TOTMEW HOLE STANCAROCLIP 6003-TO ALUM TOPOEW wr OFFSO CLIP 60.�TBALUML T0PvM Z CEMI. IF AN.H1 R I . H.LE �M L M USTILE W .�'HT'ELA'HL ITHINTHEDASHED BOUNDARY. SEE SHEE7S 5�17 FOR THE ANCWR OL. D WANCE MA)GM UM ANCHORHOLE DIAMETIEkANCHOR TAR] F R l'X2.75'XjuWMaju_lCN Mw.T6AJ.uM X�ICN X-SECTION F 125- 37v MIN ------------- -- A I — - — - _:-_- --- ---------------- ±--d MANGLECLIP TCPVEY1 CENTEROFANCHOR HOLE MUST VEWITICHTHE Z"ASHEDBOUNDARY.BEESHEETS&ISFORTHE ANCHOROC.DISTANCE.MAMMUMANCHOR HOI-E DIAM5TEFL ANCHOR OMETER + 1116'. Mail Dinumeon (shimt III) PGT Parts! Mullion Saf. Clip Offietclip U-CUP !Mlo —c" GOBI W611W MIIIBM MU43M SMI1M V XZ'X.37V (6) MEDICS U5114M 601119M 66624MM 6SBI T'X2.7YX.375'(7) 6651117 666115M 6661120M 668245M 6MW513M I'XZ7FX.65(f' (a) 66US 66811M 6MI121M 66624161A 665514M 1'X3.12.7X.51)0`(9) 66S37M 6661116M 6MI114M 666242M 605515M 31SrX2 (12) ESE,gjM 6651117M 6WI113M 666241M 6GM16M 1 26�X 27 (18) X Zjj� 69370 WA WA NIA 666517M NOTE&' 1) HOLES TO BE DRILLED IN THE FIELD FOI-LOWNG DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHE=- 2)SEE SHMTS&9.12&IBMRSUGGM�.�PRO�TE��L��S&AN�RO.C.D�MCE. 3)SEESHEM24FORGM�lN��ONM�OM. TABLE A Dimension Value On) For Mullion: A I'm V XT X.125d Aluarieurn Tub. Mullion * 08BB * 0.74D A 1.1z V X2X.37Y Ajumbruns Tub, Mulrgon D 0,490 A 1.875 V X275- X 375Aduma TiLbas Mullion D 1 1.118 1-X2.7TX ' 650. Atuannum Tube Mdlian B 3.000 C 0.476 D 0. A 2.000 V X&125- X .1507 A[um Talse Mug B [RAI.312 Z07 C D. D 1.137 A 2,626 1.2& X3.1W B 3.202 X.285' Alm Tube Mull 0 BOO .8132 Tall. X2 11- y .121- A]. Tubs Mail Is § C! PRODUCT REVISED WI.Al, "h Me Frorid. Building a a 17-0630.01 lat. 05126/2021 No 58705 S --j 1.00a, I-- r VX,FX.IRw MILLION 6MI *SECTION MULLION ff)�TSALUM. X-SECTION J2!?X3.2MX.I0W 11WX32FX.W4' MI MULUON EMS-TS ALUM. GmAT6AUUM. X SECRCN X�SECTION M' DAY MIGHT kSE I'X�XXV 7�MULUON 6003-TOALUK X-MCTION 12V I.WX3.94'XM� MULLION eav,TSALUM. kSECRON 1.740 12� 21 STANDARDCUP ME ANGLE CLIP poe�Tu ALUM 2.000- ksECINON U.CUP Sox;�TBAUJIA, 8063-TGALUM X-SEGRON 12V 125. X-SECTION T— .125-T Z 0 CENTER OF MCHOR HOLE MUST LIE WaHN THE DASHE) BOUNDARY. SEE SHEETS 106M FOR TOR MANCH =A HOLSD�R:ANCHORDINMESR-1116'. CUT HERB 112T MEATS F-mip, ME MAN. DETALF.SHEU4 STANDARD UP ZCENTEROPANCHOR HOLE MUST LIE om�TaALUCM. TOPME, WITHIN ME DASHED SWINDARY. SEE SHEETS IM7 FORTHE ANOKOR D,C. vDSTAN0E,MA)0MUMAYGHORHOI-E DMEBER ANCHOR DIAMETER � 1�6`. 3761 MIN, "'.1 1—f— ---4 —1 MG-J NOTES: 1) HOLES TO 55 DRILUID IN THE FIEUD FOLLOWING DIMENSIONAL RESTRII GMN ON MIS SHEET. 2) SEE SHEETS 1% 11. IS-1 5, 19 & 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS H OPFSETOUP L 6063-716A.Um. �$ TOPVFW . I . 7 .. . —1 CENTEROF -------- ABI MUST.E.I.R4 THE DASHED BOUNDARY. SEE SHEETS 11�17 FORTHE F (P AN.H ... DISTANCE MA)UMUM ANCHOR HOLD DIAMETER L ANCHOR ------- DIAMETER - 1110 . V CLT 006$T6 AUUM. TOWIEN TAm r r. TARLS C. CONT. ,Im.BI I onn...I�n V.I.. vo) FcrMufflon: —F I UN 1 I M. Al.*I.B ZWlIbn F — 1,935 U6' X3,25' XMr AI.B. IU,. MullInn H J 2.68' 3. —0 H I 1 ilN a.250 F `�vx"x AIABI�%n T, T,� & 'T' 0 E 1.125 X.02C Aniline.. IUae Mul3an H N11, D --� 2.43D 3.= H 1 —T—mo MOB F 2 — X.Iw- AW.. 71�. MIfflino F 2b813 3W Bay Mon 0 H 1.5M F 2m875 45- Bay MuH I 3b25D Inull DInnanAnn 4��.tp) PGTPadW Mul[Wn EMMA Olfinniclipl Utlip An'lY Clip --T�X� X —1M (10) --93—U 066111M 568518M Salim SRI IM-X3,�X.I=(13) J�X&M-X.Me(14) M1100312 =101=316 soollm =11M 366112014 wolem MIMI OBEHI&M i.wX3.94-X.m,V(1s) "Im 3661117M 606517M 30 U'R, (19) 0640 NA 00110M 46 Degm (20) M&W MA weallim PRODUCT REVISED WHIn Ut. Fbodd. 1 .0630.01 7 [I OSt2612021 u * ?: N.. 587M A. TABLE E mul=RV. PGT p.d# fA .127 9 iz- I MUllIDn Std. clip �i Wnolo, C" 66SO2 f 'X4"X Ml 7'9 1 06261M M27,1-11 IC�2M STANOARDCUP 2MMOI-ECLIP SUM GOSOI 666Z2M 666272NI W05113M Te.U. !�T5 AUJM. "5, 3M U CUP r X� 6, X 25 C'1'71� 2.WD' �ECTION 2.125� X-SECTON 2,00. kSECTION NOTES: I I in- L) 1) HOLES TO BE DRILLED IN �E FIELD FOLLOWNG 125 L LIT DIMENSIONAL RESTRICTIONS GtIBNONTHIS SHEET. 2) SEE SHEETS WIT FOR SU�ESTEJD, APPROXIMATE !49 HOLE LIOCATIONS. IAW 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 5.50,Y CUTHERETO 5.000, .37T w 0 m z w �TE F�CLIP. MIN. C) UU z000-- .37V ED .STV rMv. MIN. z 13 z --------------------- z z v ------------ -------- w Z,ow 60 4.00D' — - — - — - — - z 25W TX4'X27 z ��j - MULLION < alw�T AUUM, .3?5. U) X-SECTION Z— MIN. I --- -------- L --------------------- i Of zi Y L . 1 0 0 L STANDAROCLIP 2�M.LECUF < 2 CFV,.F. �FF �0��T. , , cLt CENTERCFANCHORHOLEMUSTUE 6063-T6ALUK WITHNTHEDA3HEDBOUNDARY. EE TOPVIEW m I �. FO� 2 l�?Il'UU.I.NMOET 'A C�CFANCHORHOUEMUSTLE 60�16AUJK 250. WITHIN THE OWED BOUNDARy- SEE 7OWEVI Topmm SHEEIS 1 047 FOR THE ANCHOR O.C. SHEETS il�17 FOR THE ANCHOR 0 C. /.=�E.,O ANCHORHOLEMUST LIE DISTANCE MI ANCHOR HOLE W IN H THINTHEOASHEDBOUNOARY.SEE DIAM SHIEET316-17FORTHEANCHORO.C.. dd. MAXMUMANC�RHOLE CUT SRETO DA�ER. NCHOR M IM13. No�.. 17-D630.01 .376" C�TEJ`.CUP, .37W 375- MIN. MIN. By -- -- -- -------- .... .. PRO UCT 0 P'&j '7A F.---Y-P 6130, 5.4 Uf &Csr ""ov LYN/V 'N ... .... df cN MULLION NO. SS7M 603�76AUUN .37e I MECMON L MIN. z ST. 0 L - Li STANDARDCLIF U.Cup WANGLECUP ......... SWHIVALUM. 701VAL 0,,", "MM10A P.E. USED FOR TT.'g','.m, SHEET 17 Topvlim TOPMW To, A. L FL PEA 58705 EXAMPLE 1, SINGLE VERT1CM- MULLION WANCRONSUI MI LENGTH L SEE SEE FE'ESTRA1,00 gTALs' PRODUCTS SHIM �PPNCYAL SEE DETAUI, SHEET. N.XHw.ISINWINCiCWSILL MULLY'll ME BUILDING SUBSTRATE IS MOWN TO B5 WOOD ON ALL FOUR SIDES. ME MANDOW FMM5 DI IS 2-11 OPENING REQUIRES ADESIGN! PRESSURE OF -GLW�O.O PER 1) INITIALUYASSUMING THATA I- WIDE MULLION IS SUMAII MUL-LION LENGTH IS 7r AND THE OPENINOWOM 15 32�132-1--RM. REFERIENCING SHEEIZ5. ME COLUMN USING RECTANGULMI LOADING MUST BE USED. SOON THE MULLION TABLES FOR A MULLION THAT IS AT LEASTWE WINDOW FRAME DEPTH OF2-114'ANDVAM MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF.W.0140.0 PSF. IFTHETABLE DOES NOT SHOWTHE EXACT SIZE, USETHE NEI ISSMAVAILABI.E. FROM TABLE M, WEST 7. THE I'X2.75- X 175- MULLION (LENGTH - n'. OPENING WIDTH - 701 MEETSWE DEPTH REQUIRED, HOWTEVERTHE DESIGN PRESSURE IS �Lsli.Li PSF AND WCULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8, THE VX2 75- X.efll' MULLION (LENGTH - 72'. OPENING WIDTH - n-) HAS A DESIGN PRESSUn 01 PER MICH EXCEEDS WE REQUIREMENTS FORTHE OPEJNNG AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHORCAPACITYREQUIRED OF 835 ILES. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE RFOUIREDFORTHEMODSUBSTRAMECTNTHE STANDARDCLIPWITH(4)442ANCHORSANOTHEM MGUE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 865 LES. THOUGH EIMER ONE COULD BE USED, ME STANDARD CLIP IS EASIER TO INSTALL 3) vMIFYWE DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE U0WEFt DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WM ASTLYTO ME GVERAULASSEMBLY, RNALDESIGN PRESSURE REQUIRES THATTHE BOTH ME MULLICNANDTHE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCEWIM THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MU WON. IN THIS EXAMPI.E. THE DESIGN PRESSURE REQUIRED WAS PER THE OVERALL MULLION SYSTEM WAS DETIERMINIEDTO BE �TFSF WITH AN ARCHORCNRACVTYCF 638 IUBS.ALTERNAVVELY, THE ANCHOR CARACITYADUUMENT FORMULA COULD HAVE BEEN USED TO CALCO-KtE THEANCHOR CAPACITY REQUIRED FORMS EDAICT DESIGN PRESSURE OFW PST: (So1PSF)X ( ESSUGS).524+9LBS (MAYBE USED To OUALIFy# JOSTEMSCREWSPROMTABI n,7psF THE BUILDING SUBSTRATE IS KNOWN TO BE CLIO ON THE JAMi I CONCRETE HEADERAND BILL. WE WINDOWMAME DEPTH IS 2401Y. ME OPENING REQUIRES A L Ezo DESIGNPRESSUMCF+50.01I FOR THE VERT[CAJ- MULUON' 1) INMAMY�UMUNGTHATA I- WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-172111--iWAND WE OPEMNG WIDTH IS 361 REFERENCING SI THE COLUMN USING RECTANGULAR WADING SHALL BE USED. SCAN! THE MLJLUON TABLES FORA MULLION THAT EAT DEPTHOF "8' MO WILL mz MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50 Of-55.0 PSF. IF THE TABLE DOES NOT SHOW ME EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2, MULTIPLE MULLIONS 32 ISEE"ENNI.S. FROM TABLE U. SHEET 7, ME I'X 2.75'X.375� MU LUCIN tUENCIM - IOV. OPENING WIDTH - SO-) MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS F151 PEP x 2 NUU."' SHEU.2. AND WOULD NOT BE SUITABLE FOR THIS APPLICATION FROMTABUE12&SHEETISTHE 2'XVX.25VMULLTON(LENGTH =IW�OPENINGWD�-8n�ADESIGNP�GU�OFII�,7PSFMICH EXCEEDSWEREQUIREMENTS 0 B. SIT FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 971 USE. 0 No SEE BECAUSE IT 13 NCW KNOWNTHATTHE MULLION WILL ADD 2-TO WE WIDTH OPTHE MIUMED UNIT,WEADJUSTED OPENING NOW IS 31 ',N01773PASPREVIOUSLY 9 HE —T� DETAILS ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STIMAPTUGABLE FOR THEADJUSTIED OPENING, ALTERNATIVELY, THE WINDI MAY BE REDUCED TO �I,UAIN IRODIJCUE CHr 1� rl-\ F�m:' PRODUCT REVISED AP mm&� WE ?r DIVERSION O�1,2135I whisth.19.6da D.UcHirl"g'"T. . -1 1 2)USE TABLE 120TO FIND THEANCIROR TYPE. ANCHORQUANTITYANDCUPTYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXIAMPUE, ASI THE PCURED NO�N.. 17-0630.01 TT 11 CONCRETEHEACERAND SIMARD VWQE. IF THE MULLION OUPWI BE CENTESTEDWMINTHE 8'. CARE MUST BETAKENTO MAINTAINTHERASTIENETS EDGEDISTANCE. VIR NUIJI LEN GM THEREFORE SUITABLE. FOR HE REQUIRED ANCHOR CAPACITY.OF 971 LB - DET"I.E. OCTAL.. DRYING SHEETS SHEM FOR WE HORIZONTAL MULLIONS: IS M mi-plide Product Contnot BECAUSE ME VIDRTICAI- MUM WILL BE A T X 4- X.250- MULLION. IN THUS EXAMPLE WE WILL MATCH ME HOROONTALAND VERTICAL MULLIONS, Al-TERMATIVEUY. ANOTHER IS No MULLION IRE COULD BE CHOSEN. IS WL It 1)WE MULLION LENGTH IS 3W AINDTHE OPENING HEIGHT IS REFERENCING SHI THE COLUMN LOADING MAYBE 0 USED. MOM TABLE 12A. SHEET 16. THE 2'X4' X.250- MULLION L§ LENGTH - 42', OPENING HEIGHT - 127)HASA DESIGN PRESSUREOF -MIRIX PEP MICH EXCEEDSTHE REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CARACITYREQUIRED OF 6:H Los. DETAILS, 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU JAMBS ARE 9' d SHEETS WIDE. IFTHEMUWON CLIPWSRETO BECENVERED WIMINTHE V, CARE MUST BE TAIEN TO MANTANTHE FASTENERS EDGE DISTANCE USING THE MANGUE CUPSWW[ (4)W1eUU1RAlCCNANCNORSATAN EDGE DISTANCEOF V QIVLS ANANCHOR CAPACI1YOFWLBSWHICH 15 GREATER AND WEREFORE SUITABLE, FOR ME REQUIRED �=4 ANCHOR CAPACITY OF 521 LEE. (jtk1( LYN/V K'k . .......... . US 4—mmm "o 4) FOR WE I IN ME HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF S21 URS. TABLE IM FOR ME U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 USE WHEN USING 3 ANCHORS. WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS. THE L-OPOWNGINSIT.FOR VERTICAL M=!�j ANCHORTYPE IS A #12 STEEI- SCREVV N--58705: 1 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: PSF FROM ME VERTICAL MULLION; UI PSF MOM THI NORIZONTALMULLION ATTACHINGM CNIU; 4v .1.170.DPSF FROM THE35-HOR20WAl- MULLION ATTACHING TO ME VERDOM-MULUON (INTERSECTII PRESSURE IS -I�J PER AND VIOULDAPPLY TO ALL OFTHE MUMONS THE LOWESTDESIGN It VERIFYME DESIGN PRESSUREOFTHE FENESTRATION PRODUCTS USEDYHWTHIS MULLION SYSTIALTHE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION REQUIRES �TTHEIEOTHTHE MUL-1ONmDWEFENGSTRAjiONPROoUi fms�ALLED:N PRODUCTS, WILLAPPLYTOTHE OVERALI.ASSENBLY. FINALDESIGN PRESSURE ACCORDANCEWITH THS INSTALLATION SPECIFICATIONS INTIO RESPECTIVESUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. P.E. E 705 3 UOAI)INGOFVERnCALMUUJGN SILLOFIVINDOWSNOTANCHORED LOADN. GOFVERTICA- MVJON W[THINTERSECTINGHCRIZONT MLLLUONS SOD irmi 1104 will IDINOOFVERTICALMUI-JUI z w 0 z AIN, T PW Lu In -SHMH ��S H sHrom n [LI SHIDH 0 I Z, PRODUCT REVISED LOA[)INGOFVGRT1CALMUUUCN SILL OfWMDOWS NOT ANCHORED LOADING OF HOR ZONTA-MUUUON WITH INTERSECTING VERTICAL MULUO 17-0630.01 * HR wi F I I I �PI.U.. Dt. 05126/2021 LOADING OF (2) HOR7CNTA1. MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF H R WALL Mla�,266 MUU.1 N Pivduct COMMI w/ HINGED DOOR m NOIMS'� I 1 1) DRAWINGS ARE RERESENTATIONSOFTYFICAL FIN CONFIGURATIONSN.TSHOWN MY BE �LATED FR(3M org 2) IF THE LOADING TOFE CANNOT BEDETERMINED.USE Ly REOTANGUI,hRLOADWG. 3) SEE PRODUCTS' �FROV� FOR NO. 58705 ACTUN-ANCHORDOCATIONa. LOADING OFWRRCA1. MULLION LOADING OFVERTICA. MULLION PAN" OF HINGED DOOR 15 NOT CAFTURED ORANOMORED WITH INTERSECTING HMIZONTAI.MULUONS SGO TAT "" ....... Is, '17" ZONAL, 'S LOADINGOF�ERTJCAL LOADINCWHORMWAI. A.,LITWAI Z. MULLION MULLION FL. P.E.0 SSTG5 SCANNED BY St. Lucie County MIAM MIAMI-DADE COUNTY .. MDADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �.miamidsde.gov/econom PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approve�,�n e�ein, and has been designed to comply with the Florida Building Code, including the ;fro Velocity Hurricangapne. DESCRIPTION: 6eries "PW-7AV7201820" Alu!minum Fixed Window - L.M.I. APPROVAL DOkIUMEENT: brawing No. AYW�20-820.1, titled "Fixed Window Installation Guidelines", sheets I through 11 oN-4- �ated 04/1�2/. revision C 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 nu r d by the Miami -Dade County Product Control Section. 711"� NESSUIX IMPACT RA G: Lar7ge and Small Missile pactResistant T ' a " M ' I LABELING: Each unit sha car a permanent label i the manufacturer's name or logo, city, state, a tv P model/scries, and following stateme ounty Product Control Approved", unless otherwise noted herein. FENEWAL 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 ar 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 its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-33, well as approval document mentioned above. ne submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.11 Expiration Date: February 19, 2019 0/c) CIO Approval Date; October 12,2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105. 01) 2. Drawing No. MID-720-820.1, titled 'Tixed Window Installation Guidelines", sheets I through 11 of 11, dated 04/12/13, with revision C 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 PBC, 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, Duraseal' spacer system, Super Spacere NXTTm spacer system and XL Edge'rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Or -toga, P.E. (Submitted underprevious NOA No. .16-0629.14) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13- 0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA No. 034105.01) 1_1�3orge M. Plasencia, P17 Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 ApprovalDate: October]2,2017 E-1 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-6h Edition (2017), dated 09/15/17, 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 "TrosifolO Ultraclear, Clear and Color PVB Glass Juterlayers" dated 01/19/17, expiring on 07/08119. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and V;Mte) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 1580F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. 7 Jorge M. Plasencia, P.K. PZp:� act Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-61' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Isbaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/1 8/0j and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Scrics'TW- 701/720/820" Aluminum Fixed Window — L.M.l." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT HIGH ViLOCITY HURRICANE ZUNh Vvm� 2) SHUTTERS ARE NOT REC(JIRED MEN USED M VAND-BORME REGIONS. FORINSV�TEO GLASS IMERA�LATJONS ABOVE aV IN HVNZ,7HE OJTROARD LITE CAP) MUST MMPER50 AND �TINTO_TTPWOTH 4rSUCKWDTH �.IWVSIBLIF LIGHTWIDTH RASTMEI300 4)�V�OODBU�BaBST�NI-In-THI��ETOBE OSIDE D A E ED SHE� SHEETS IX INSTALLATIONS, 1X WOOD SUCKSARE OPTONAIL IFU is INSTALLED DIRECTLY TO SUBSTRATE. WOOD DUCKS BE , ED THICK OR GREATER. 1X AMID 2X BUCKS (MWHE EO� E, LL ARE I -In' BE DESIGNEDTO PROPERLYTRANSFER WADSTOTHE UCTUI WOOD BUCK DESIGN AMID INSTALLATION IS THE RESPONSIBILITY 2.,,, OF WE ENGINEER, On� OR ARCHITECT Or RECORD. AGA). GO. 5) ANCHOR EMBEDMENT TO BASE MAMRIAL SHALL BE BEYOND W ALL DRESSING OR MCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT . L MARRCWJOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCKORS SHOULD 22 SEALED. OVERALL SEALINGTILASHING STRATEGY FOR WATER �ISTANCE OF INSTALLATION SHALL BE DONE By OTHERS AMID IS BEYOND THE SCOPE OFTHIRSEINSTRUCTIONS. 6) � ff� SHIMS ARE REOUIRED AT EACH ANCi1CR LOCATION MERE CAPAB S��Ims V LE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE OFTMINSFERRING APPLIED LO�S, WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED To RESII LOADS IMPOSED ON THEM BY V NI B SHEET6 THEWINDOW, P. FLA 7)DESIGNPRESSI A_ NEGATIVE DESIGN LOADS BASED ON STRUCTURA-ICYCLEMST EL TION PRESSURE, FRAME ANALYSIS AND 2I.ASS PER ASTM E13M. B. POSITIVE DESIGN LOAM BASED ON WATER TEST PRESSURE. STRUOTJRAA,f CYCLE MST PRESSURE, FRAME ANALYSIS AND GLASS GU ICE TO SHEETS: PE C. DESIGN LOADS ARE BASED ON ALLOWMI-E STRESS DESIGNI. ASO 8) THE ANCHORAGE METHODS SHOWN MVE BEEN DESIGNED TO RESST71HE WINOLOADS CORRESPONDING TO ME REQUIRED DESIGN P,MSSUM. THE 3,M% STFESS INCREASE HAS N07 BOOM USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. ANCHORS THAT COME IWO CONTACT WITH OTHER DISS11,111-AR MI SHAUL MEET THE REQUIREMENTS OF THI E FLORIDA BUILDING CODE FOR CORROSIONRESISTANCIL G) REFERENCES: = REPORTS rp,�35.3850 & 7212; ROD GENERMLNOMS ............... ...... I ELEVATIONS. .... ....... ... .. .- -1 GI-AZINGDETAILS ............ 24 DESIGN PRESSURE$ .... ..... .... .. 2-5 INSTALI-ATICN.FlI . 6 INSTAI-I.AMCN. EQUI 7 INSTALI-ADON: �NT. F1 . B. ...... CORNERASSEMBLY ...... .......... . 10 �RUSION PROFILES._ 11 PARTS UST ....... . .... 11 _11 4WBUCKWOTH 4S-1/VVISIBLE SHEET7 A 8 5 IS T6 SUCK SHEe 7 HEIGHT 82414' VISIBLE MAX. LIGHT HEIGHT MI -TO ,IP HEIGHT Ty )UAL -LEG FRAME EL—E DN (TESTED UNI 1) 4TIND I IMP�RADNG VARIES. _MTED FOR LARGE & SMALL SEE SHEETS 2-6 L� LISSIUR IMPACT RESISTANCE 4VBUCKWDTH L 4541,VVISIBI-E US"" - VMAX. F "EET8 vMAX. A SH 9 2 SNEETS E 7111.B Ell - - — - — - — T :mw VISIBLE 14" LIGHT 's BLE LIGHT HEIGHT 'EIGHT Sv THE10 BUCI F--- 12- MAY OD. 2� MAX -T --I �_ E. mAx. D.C. 7YP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMIUR. My BE USED BY INSCRONG THE SHAPE IN A BLOCK Nil AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZ5 MOM THE TABLES ON SHEETS 2 & I ANCHOR SPACING TO BE PMAX FROM CONNERS AMD Ir 0 C. MAX. FOR ALL CURVED MANS MEMBERS, SEE FIGURE 1, THIS SHEET. ITO.0 WIDTH I- WIDTH -H I- —NI WIDTH T If 01 ULTRACON NON ELCO GREMFLEX NCA: ANSWIFIEPA, NDS FOR WIDTH I-- WIDTH! WIDTH -H [-- WIDTH -� N AND ALUMINUM DESIGN MANUI TABLE 1: 1 T 7"lZ I Wool) CONSTRUCTIC 10) THE 720 SERIES USES A PVB I MTERLAYER. THE 820 SERIES USES AN SG INTEPL4MR. THE 720 AMID 820 SERJES MAYALSD BE REFERRED AS THE 701 SERIES, CODESISTANDARDSUSED: -2017 FLORIDA BUILDING CODE (FB% STH EDITICN .2014 FLORIDA BUILOL46 WIDE (FOCI S1H EDITION .ASTMEIwm9 .AMI NCSI FOR WOOD CONSTRUCTION zis T 1 7 _u_ U/ WIDTH MOTH MDT� WIDTH --i .ALUMINUM DESIGN MANUALADM -SGr-'KURARNY SENTRYGLAS_IN�YER`BYKVRARAylNMERUM INC. . I . I I . 6AISISlMI2 'PVW = �KJRARAY TROSIFOLll PVB INTERLAYEW BY KUI J_ .AISOMNID Tym 0,KHOWIt SNM 711117 T,1 VI �PVB-WIWHS) 3 3 ill". 11 1.11IP --I. 4 5 '17m) ow n- IlZr" 4 S 71 Y E26 R.Cl� —.14OHMS.-, tif 7 4 ILI > c? 01 _76- 0 C5 z Ld 7 00. w z z 0 0 p 5 W 0 f2 z 0 Z W to Window Dcalgniaressure(+�-,psf) for Gus Type I LMO � tin 67.710, 1 72 1 76 1 Sa- 84 68 92 N IN 10, 10942 30 .1-80 ./40 .1.80 1 !", -1.80, .14to IAB .1, -ozo .1-80 WAD -IN 32 .1-M .14U 1 IAQ ,a -Ma- -7-1. -71- .1411) __;I _7 .140 IZD AS .1-So 1 .140 1 -140 .1450 .1,60 .1m HM -Tn- AS _T___ .1-80 .I.B0 .'Ata - M - j,,, _7M_ --F-- 797 -;7- 2 -;1 Ta4 �M2 m .I.Ba .1.80 F400 .1-80 -/A 0 W -75.2 M5 -140S -fZ85 -1463 40 .140 .1-Itia -111. 1.11 _3 713 9 - __; IA6 i - TZ WAD .1-80 11.4 17.3 -1 TF 3 _-7- 1412 -,� IAA7 W 6 _799 Z98 _7J 2 4-4 .1,, .1.7&D 1.75+4 !1.73.8 __ -71711 -;71-ZBg 6 +IAZ2 7 Z7 5 -,a J.Da .1-so I.M .1-70.1 JAB 6 OA15 -TT1 +/443 --+TM -W7 z 43 +1480 I.ts.3 -/A" ;iziio 3- 2 a 0 77,Ao I.nz .1111-741 -I-M3 A8.7 143,1 As 7 -71 Jal -1-714 -1-68A "AS i ')A1 5 1.- -1-70.5 .147.3 -JA3.5 1.7 .1,72 .1,5118 -,M,3 B e 7,- - ca .742 ;F7 _W7 .,-M.3 -144A 60 -1�727 .1.60.7 O'N a q.7L2 -W.1 64 +"a? .1406s Be _7718 +IA7 Window Design Pmunre(+A,psf) for Class Type 3 an, si ii� I . 10) 104 imw So .1AD .1.80 1 .140 1 -140 "o qu qu -JA0 j., .140 �a .1u +140 - 32 .,a t.80 .140 140 .,a --;7�- -o�- -1-80 m IA0 41AD .1. +USo .1410 +'Aa q_W 71:95- --mra-0 om .1-so TM-0 -its -7-94- -� 38 +1 Ise --;Ma- 4 143 Ao -so -145-- Mo .140 -IA0 7117 735 _7�Ag _6 ros --471M- As 42 Aa 1-80 AS _-W- IAD qa __.JZY_ -71-Jal _417113 .9 j.,,2 +I_W -7-n8 -7-m-4- _;71W7 -+,-71 -T -Tz-ai /Ats --7r-a -I �1_639 a -4a _J� ,79,2 _�I-_713 -7=5 .1-80 -140 .1.60 +I-W_ -1-n.2 -,Asia -M _M - +T,-W-4- W-75.3 _q_-Ft_3 .147+5 �W _+j4jj_ �-WJ �1.73.5_ 14R5 -Ti-495 +1-76 JpS qne 140 __TM_ 4 -75 4 as +)40 1716 *173 02 Be 67-716 41-749 1 1 711T�MTED GI,)MS SrACK E-am..=1 El-T USED AT CURWED FRAMEMWOERSONLY 29 Sw @ 11 ma, O.C. mvix. IS SITE 14 EI[TERIOR 13 GLASS TYPE I 1-111VNOM G� STI 3116' TEMPERED aAS8 711VAIRSPACE- 1 USEDATCURNIED RR',UE rilENI.E.. I 1-W D.C. MAK, L EKrER r GLASS TYPE 3 T 1' MOM THE W-�Tff` DINENSION TO DETERMINE The BUCK DOMENSION. ORTORLONGDERISKIN S1ZE IN THE TMLE ABOW MICHI THE O`,,EFUUJ. DIMENSIONS COMPLETELY JTTWIMV� S] RT i� DE LONGSIDE T_ SHORT SIDE _L_ 711V�INATM G� �IWCK - 3116' ANNE&ED DUOS Dsv pn,FD IWERI.JtYER __1 Bar �s BIE SHORT SIDE WNG V13 SHORT SIDE PRODUCT REVISED as B..Pfp IdB th. Intim," Dallas, . . NOAN. 17-0614.11 Eapliraft.D.t.0211912019 !2 2 iq 0 IN 0,1 C, 0 L� z X W 006 C, 8:i z 0 UU z X z 0. w a. 0 No WM5 "A,"ONAL "11,10t I LYNN Mr. ER. "E. Window Design Pmssum (+/,pvQ F.SCZ;. Types 2& 4 Low d.C.) 1 1 67-718 1 72 1 76 1 U 84 1 88 In 9b im IN 109-1,2 M 1 1 1 1 IN 1 1 30 .1.80 .1.83 .1-80 .1-80 .1-80 .1.81) .1,80 �o -Its .1-80 +ItO -1-80 �m ,to +'m -140 1 .1to .,a I Hm I.So 32 .1.60 .1-So /to .140 .1.50 .1.80 .140 .1-80 .140 I.BB q4M I'm q., —Tj�— .1.80 —,W- .,to .140 1 .1-80 r.So .1.60 .1.60 34 --;j— to --- q45 +,to -140 -140 .1-80 -71.—BD .1.80 +/to ito .1.80 .140 to to 1-so to 0 /to 140 to +I ./a +f.60 Hto HAD m 1.80 —w-- m — 1.80 — to --j4— 0 — 40 .1.80 Its Its .140 .1.80 .,to .1-80 +140 Q to � --;l'U— — .140-- .1.80 4.80 .140 lAo q.80 +1400 -)to Q —�,W— --ZIX-0 — "o 71:0 qtO +]4W fjo .1.80 Wm-- — Ito Ito --7-- 140 —;7�— 0 +W .1to ,to +,to -140 --;7w— -lzo +)to -140 -1-80 -1-80 —W�— —to —74-0 —4D +tO Its qm a —7,�— —7,So oz—o- --.71M— -N .140 ,As q-�Ll qto �40 .1-80 /to 0.78.6 64 1 67-Ila FORSIEESNGTSK�.RQUNB .11CTH�Nl�l MR ARCHJT5CWRA S. H MESTWNDOW 711WUMIMMD GI.ASS STACK oWPvBIWE Y16-HEAT 311V HEA7 SlNKENG`niENED GIASS SMENG�E 4 SEDATCURNED M,M EMERSONLY 29 lmwac.�. GLASS BaE �ERJOR 20 13 GLASS TYPE 2 ,RW �E rP.T�MPQINGNSION TO DETERNINE THC BUCK DIMENSION. ORLONODIMENSION. IN THE TABLE AROWE MICH THE OVERALL DIMENSIONS COMPLEIIE.Y W WITHIN. STACK 711FI-AMIMTED GI-ASS6TACK �IIFITMPEIEOOI-ASS STRENGMENEDGI.ASS H EAT 6 CHEATSTREN01HENEDGLASS S, AIRSPACE W-TWIWERAYER 6 USEDATCURVEO FRAM MEMBERSONLY 20 BY 11-71WO.C.M� GLASS BRIE EXTERKIR �3 GL4SS TYPE 4 WTABLEDIMENSIONSMAYBE ORIENREOVERTIC�yw HORIZOWALLYAS SHOWN. LONG SIDE LONG SIDE SHOR SIDE Slut LONGSIDE — T- SHORT SIDE I-- = I LONG SID . U . j E PRODUCT REVISED Fl.dd. NO �GES THIS SHEET. Ul > S2 Im z 0 0 12 -F,7. Ow 0A on 0"s z �!E Zj 0 M LLf go m z 0 P: 0 z D' �; co 0 M In 0 IL 0 S2 W ?5 , !� No. 58705 Window Design Pnmoure(+l-, psQforCJass Type 5 a am I.) --917-16 72 1 76 60 - 84 Be I Be 1 0 im 104 A I IS *9s-125A 9 +�jj, *M-10.5 +W-IM +B0V.jN5j+9e1-103S +91.026 49W� 017 m 9 43-M,111111111IS, W.IDS 3 W.9&7 .-WM7 -W-SZ3 +KVaUs -W-M.3 I.&B 9 u Sw-.1o39 ew-im m.9as W.B11 +0-91.8 4-882 q.04+4 -7-727 -1481.5 +1-ma 3) m.1016 W�A �-no .,,as3 ;7-Z-5z -.Ms �,-m .1451 .1.734 Be ;90148.4 +9&-922 .1-867 -PM.2 .1-80 7 �-ml .1.ms -U4-79 )4D.3 0�5 -1,663 4 A79.8 -1-n.2 -;7 -7&3 -1-713 +1�1 q 4 "Ila -- 41 -1-U.4 .1-74,3 .713 71 - -J- 1482 --;-- /�? -141A -1-59.8 +fa 2 44 ---Z/-4a3 It 4 .1.78s -7T�-4 -W-773 -VU-9 +1�2 11�7 .1-0.6 1-6 --;1-454 -1-808 -1-77 2 -1-736 +1-70.1 .1�8 -1,63 5 -1�3 -1.57.7 48 +)�7 -1-m 66 .71+9 �1-4&3 --+TZ-�S -t4l.5 +/4s2 So -;Tza-S I- F,5 .1.741 .1.70,3 +146.7 -+(�Il -+?�j 52 q-TS1 . .1 �4 .�B .1.6st 64 q-RA q-ne -1-10S -w+3 -14BB 5 Be +1-7Sa 11-72 -1�5 .1�3 Be 62 71. VIV5 a .146a I I -i7me -14N - I I I - Window Design Pressure (+I., p.0 for Glass Type 7 ", $we (h) -67-718 72 1 75 1 80 So 92 N III IN 109,142 tqW.IBa �Y�IM +W.ISS +W�I=A +901-119Z .901-liFT .900-117 -W-11S8 -es-1127 -1:w--10IA -90&INS 4M.118.9 �-114,8 1901-108.1 +W.104.3 +MW77"-IM -- -77�- -901�99J Sa �W I -MI -SUIVI'S TW-- 103A �97 -;'=- �W�3 �W�I -iW-- -905 � h8&6 Be 70.7ma ;w-iNx Wim oovoo B 75w-oi3 -777- � mr?3 -/�s .1�3 +14L2 m III IT-2 -�M-%-N2 -;FW 97-9 -75991-1 �/-764 --.TT-C3 +swg-% -;Tw-s-9 -e -+§s-4a 4 7w-o-j --�747-2-74-4- �,405---M-7-17-30-/7-09 -7 -;7,5 Q +90100 +TWA12 ' �JV-A- -Z/�- tr�-B -71.-77 -707�-1 1,,e �/�o 9 2- -47-- W.,q 7 W43 1 --47j,, -1 -';F- a52 -�F-J- . 4 -7;7- V 5 -;�j 7- 41 -7-0- 4 3 /�b /�Sle a +=45.6 -79674--13 -;74-72 -77=2 -i.m.2 .1-75A -1-71.7 +/-e&I -145.1 - -- +9W Be 5 -T- 41B 6 -M- 4 -+�-1 2- --Fn -2 -";TF3 3 .1�5 -1-658 W,, 4 -TI."-A .1-75.3 +1-11.. -TIZ-7.5 .1,,4 +�.S .141.8 MU-3 -1-73.5 -1-69.5 rl�.S 1140.4 .1-791 .1-78 1 -�TI.a Be .1415 IS +1� . 'A .1-75.4 an -14U.1 ..7.6 0 ./�80,4 E-1-74s -14&B -�74 1 67-718 7116- I-AMINATED GI.ASS SrACK 0 USED AT CURVED FRAMEMERABERSONLY oil-71WO.C.M. MRI�ANGEDINI COWS. SUBTRACT V FROM THEMP-T&MP DIMENSIONTO DElERMBNETHE BUICK DIMENSION, JND UPTOTHE2XTAVAI-ABI.ESHOWORLONGDIMENSION. MS, FIND TNES�T WNDOWSIZE IN THE TABl-EASOVEMCHTHM O� DIMENSIONS CCN�Y F 1�11WNOM. G-ASS STACK W16-TEMPEREDGLASS V16-AIRSPACE .TCUMD .�s L, 51w CLASS SITE GLASS TYPE 5 GLASS TYPE 7 LONGSIDE SH T S�(E i- �-- LONGSIDE SHOW SIDE I-- = 711T �i ATED �SS STACK -.GWSO WERI-AYER 5m G4-ASSINTE 0 SHOW SIDE w qG SME SHOW SIDE PRODUCT RMSED as compi &T -Ide the Ronde Siegel., . NO4,N.. 17-0614.11 E.Ph.the, Date 02/1912019 00 O"Ah"E" T"'n" 6"�' ILI > 0 -woo , 0 I*N 0�. z B LLT m Be 5 z C) 0 z 0 w z Z �r,t a-m lAfuldow Design Pressure (+I., psQ for Glass Types 6 & 8 Dala 10(a) 67-718 72 1 76 80 ea 84 8B &B 92 96 100 1 al 112 lie in 121 128 in 1% 140 1" 30 .90-130 -99-130 -0-130 .9w.m .901-130 + 2 !V3 '91Y.130 *'6 1M m-lm +9w.lw .9w.lm W.130 19NAW .901.130 '90,430 .901-lm +W.130 .901-130 +W-130 +931-130 32 430 -901-IM -QW-130 .2 +voi.lDo -7TW--Iw -,75W —1m W-Iju +901-13D W-130 +04W -M-13D +Sviw -w-lw -7ea—m 34 X-130 M-lW 901-130 -M-130 -W-13) -9W.Iw W.130 .901-130 +0�130 +90?-130 .90,430 +w-tw -Tw-1w �Wlju Be N.Im �901-130 got-Im m 130 -m-lm +qw.im im .901.130 .900-130 +W130 .901-130 +=.IW m.130 �1-130 .911.130 W-130 38 .901-130 +w.Im .9W.430 4M +901.13) +901-130 +W-130 �+WIW .901.130 N.130 1W.130 +91Y.130 -0030 -901-12R2 +W-127.3 4D DF-M- -DW-W -;7=--lM-- 70 WIN- -Omlso .1 1 +W-Im +0430 ---N-AY-8 --99--1—n2 -7WVAV-- 42 -;AW —1W �0433 +901-130 IM-133 1 11HY-130 --l-3 IWAM3 1 4W-;232 �2 WYA191 +901-116.4 44 +901.130 W-iffi -SW-130 -9W4W +901-130 .900.130 AWBO +90F.124E ' 24 E -W-1194 - 'is 4 +01-115 4-5 +W-130 +W-130 +W-130 IM-13) +901-130 +901.131 70 —1W, 9 W.1206 'W S --115 W.115.3 48 +90,.IX 4901-130 4900-130 +901-130 +MAX t90-129.7 +901-123 I .w.lw +0W.IW +W.126� W-130 401.13D ba8l.123 +W430 1 .901-130 .0-1m +901-130 -8981A77.1 Be -m-133 1 +9014 + 901- DO I .&AV-129 !I — !I H 64 .901130 .9ef-lee I 1 1 1 be +W.I. 67-715 -w-ISI TO 7116' "INATED GLASS STACK 5 lwe D.=T 3116. HEAT STRENGTHENED G�S STRENOTHI USEDATCIJR�D i FRAME MEMBERS ONLY 20 WF @H-71WO.Q� I GI -ASS aim GLASS TYFE 6 DETERMINETHEBUCKDMENSION. E�LDNENSIONSOOMPLETELYRTW7HIN. 1-111WNOM GLASUSTA�� 7118-I.AmiNaiw 17-1� GLASS STAC< 1116-TEMPEREDGIASS Ev FRAME MEMBERS ONLY E(TERIOR GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTI�LY OR HORIZONT�Y AS SHOWN. LONG SIDE GILASS WNGSIDE 3 GILASS I- � I',. r SIDE SHORT -L- SIDE LONG SIDE T- SHORT SIDE -L- LONG BID . P I E PRODUCT REVISED as comp= arith is. FI.fld. 841[di., . .N.. 17-0614.11 NO CHANGES THIS SHEET. IS EDGE DISTANCE INSTALLATION TYPEA w- I SDcTER;OR BUCK HEIGHT 1�3 WlN0OW HEII VISIBLE . I LIGHT NOTE 2. EMBEDMENT EDGE OISTMCE TYRANCHORTYPE. �EMHMMEWANOEDGIE DISTANCEPERSUBSTRUVE. SEETABLES.THISSHEET EDATCURWD IAME MEMBERS ONLY 11-715. O.C. ANX, COOIRETECMU PER ANCHOR REQUIREMENT 1W IML SHIM INSTALLATION TYPE C 1/4' MA)r SHIM INSTALLATION METHOD Q A Mii� INSTALLXYONANCHOR UNDERVIeNT11THE BEADING �j E)(TFRIOR MIA 201 MI-DADE oPMEDMUI-LION (SEE SEPERAI E NOR 1, ALUMINUM. 6 STEELFRAMINGORSTEELETUD. SEESU�RATEPROPERrVIES, TABLEa.THISSHEET l/VNIVUlSHIM INSTALLATION Tyler B TYP. ANCHOR TYPE. EMBEOMENTAND EDGE DISTANCE PER SUBSTIRAM. SEE TABLE 8, THIS SHEET It . . . . . . EXTERIOR 13 4 4SISLELIGHI At IXIMDTH CONCRJETEXMU To -T&TIPWINDOV4WH7TH PERANCHOR RJEGUIREI� HORIZONTAL SECTION A -A EMBEDMENT I Anchor sallbrole MI, Ed, Dimin,ece Mr. Ernbecirrimet O.0 S pacing 012 cr#14 4106S Scene --F =3 OF Ahoolr.� D.IT. T Q S7W. See) am, G. m O."Y08G.). ir fl2or#A Steel Screw (I P.T. Southern Plea (SG-055) wisF iQrIr IT 3N- ..063.- ir A4188t.., —V� um� 3ir T (to Gerr T"- ir -�VV Concrete (nOnp 3FM k5l) 1. i�M- Ir 11V Steel Ulurve. Nff. TM �;yr , Hir ir Gone. hnin. U., "U I 1-11T IT . C.U, A "1 11 - MIN. OF 3 THREADS BEYOND THE METAI. SUBSTRATE. ix WOOD BUI 'UNGROUTIM CMV VALUE$ MAY BE USED FOR GROUTED CIVIL APPLDC4MNS. SEE NOT52,TYRSSHEET N�AIJ.ATION NOTES: 1� USE ONLYANCKORS LISTED CM THIS SHI FOLLOWEMBEDMENRVkND EDGE CONCRETEPM EMBEDMENT ANCHOR DISTANCE LIMITS. REQUIREMENT 2.WODD BUCK$ DEPICTED ONTHIS SHEETAS "r.ARE SUCKSMOSE TOTAL THICKNESS IS LESS THAN MIT. IX MOD BUCKS ARE OPTIDNA1- IF UNIT CAN BE INSTAI.I.EDDIRECTLYTOSOUDCONCREME. WOODBUCKSDEPICTEDAS�AREL-V7 INSTALLATION EDGE TfP. ANCHOR TYPE, EMBEDMENT THICKORGREATER. INSTALLARONTOTHESUBSTMTECI SUCKSTO BE ENGINEEMDDY07HERSORMAPMO�DBYAUNORIW�VINGJURiSDI"CN. TYPE 8 Or STAND AND EDGE DISTANCE PER SUSSTFUI SEE TABLE S. THIS SHEET 3. FOR ATTACHMENT TO METAL: TIR STRUCTURAL MEMBER SHALL BE OF A SUM TO VERTICAL SECTION B-B PROADE FULL SUPPORT TO THEWINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PREU�SURE FROM EITHER WINDOW OR MULLION NOA APPLESTOWHOLESYSTEM. Mae DISTANCE 0 Mh F, MI,F. ..� s— 02le lhew .,.Be— WMI BOW WMoNeA a. urnectent, 165 kel 171 k.1 "O.E.OnteM.0 127A k I 7FT n.1 6 A30 o6kal W.M.Sow .. 5w NOCHANGES THIS SHEET, EDGE DISTANCE INSTALLATION TYPE E EXTERIOR 1�3 MNOGW BUICK HEIGfir VSIBUE LIGHT HEIGHT wom SUCK HEIGNT. MV L NOTE2.TtlISSHEST EMBEDMENT E)CE SHIM ANCHOR TYPE. �EMSEDMENTMDEDGE nisTmcEPERSUBSTRATE. SEETABLE9.THISIkIEET EDATCURVED IAME �EMSERS ONLY 11-7/0 . C. MAX. CONCRETZICMU PERMCHOR REQUIREMENT SH 111' M00(, STEEL SELF-DRJUJNGSMS (G5).SEETABUE%. MIS SHEET INSTALLATION EDGE —7�� TYPE F �-- DISTANCE ---1 VERTICAL SECTION D-D INSTALLATION TYPE G EMBEDMENT 114- M SHIM INSTALLATI TYPF H 'OR M!AMtDADEAMRDWOMUUUON (SEESEPERATE OA),AUUMINUM. NC STEELFRAMINGORSTEELSTUD. SEE SUBSTRATE MWEPTIES, TABLE 9,THIS SHEET lXWC,0D BUCKSflR(P. SEE NOTE 2. THIS SHEET CONCRETEPER ANCHOR REQUIREMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE PISTMCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET I**,-- EUERJOR N 1 15 VISIBLE LIGHT WDTH - &A, VMM`GN.U. .TH - W-W, WINDOWSUCKWDTH — HORIZONTAL SECTION C-C TABLE k. INSTALUTONNOTER INSTALLATiON TYPE F PRODUCT REVISED ire com plglnxwIthth*FIoddn .a a 0 mo�N.. 17-0614.11 Expliration Date 0211912019 By arano—, EDGE DISTANCE CONCRETMMU PERANCHCR REQUIREMENT MA Ed, All, E�rrart M. O.C. 912 or 014 410 SS Soatv P.T. starro. Piet, 05G.0055) SIw 1�w ir --ola Mt)al(cl sted sted, G, 30 h xr 11. 0.0m. 0,� R a Ga� ir ir 012 w 114 Steel Some, CGS) P-m Braver, Fire, IsGoo.� 911W I`V� ir Ar.,,. L TS roo, A36S.el &W wr 0.053, 0.0w Ir 17 Start stud, G,, N arm W.- 0.04V 08 G.) 12o 114- 410 SS CRWP.. UrI CMU, (Aum ..) 2-IlZ- 1.11, 12. Cen�mle (raln. 3.35 kal) 1. 14r 12. tic Bad uat�., CatPew (ol. W..5 t 1. J�# 12- Gacets Vrin 2.1tr 1�9 12- — ju=�W�.gu mmmo I-Im ir MU� �STM Q) 1 .11 1 4� 12- .. .1 a I rl..� UTIJ.IJ I Ill �� l� .... I.I.. 1INGROUTED CMU- VALUES MY BE USED FORGROUIFIED CMUAPPUGATONS. 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOI.LO)VEMBEOMENTAND EDGE DISTANCE LIMITS. 2. MOD SUCKS DEPICTED ONVIS SHEET AS "rARE BIJ�S MOSETOTAL �ICMESSISLE��Ml-lM.IXMODWM�CP��IFUNV�SE INSTALLED DIRECTLYTO SOLID CONCRETE MOD DUCKSDEPICVWAS�AR]ElA�- THICK OR GREATER. INSTAULAIRON TO THE SUBSTRATEOFMCD BUCKS TO BE ENG$NE�EDBYO�ERSORASAPPRO�BYAU�OR]WHAVNGXRISDIMON. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SKALL BE — —1— PROVIDE FULl. SUPPORT TOTKEWNDOW MANE. 4. iFAPPUCASL� LOWER DESIGN PRESSURE MOM EITHERWINDOWY ORMIJUJON NOA APPUESTOMOLESYSTEM. momm, Me.F, Mh F' eired S. ... latt. 41OUrmw k. MIMI El. UtwOont at, .1 Inge MkWI517 410 $5 Eta cRaft 127.4 to —000,ltAlunrleu� lake —miel AM 5.11 to at to re ...Iw Wei o PRODUCT REWSPED UWODOBt!CKSTRIP INSTALLATION INSTALLATION as COMPI &T -Iffi M. M,ld. oulldlng TYP.ANCHORTYPP� SEDMiENT AND EDGE EMBEMENT OR FRAMING, US TYPEJ TYPE K . No, 17-0614.11 R UBSTMTE' CEPERSUBSTRUITE. V�NOTE 2.THIS SMUT Explization D tim 2119r2019 IS HIS SHEET DIST 1(4' MAX EDGE DISTMCE By EDGE J— SHIM INSTALLATION DISIANCE IN aWOODSUCKSTRIP a =OR T T, ODBUCKRIE TYPE I L BNRF �WOCD BUCKVRF IR GSEE �M IN F�MWG` OR FRAMING. SEE 2, THIS SHUT I THIS 0 NOTE Z THIS SHUT AALLAON TYP. ANCHOR TYPE. EMBED� AND IN, MAX EDGE DISTANCE F TE, -7 3 SHM SEE TABLE 10, THISSREET 4 EMBEDMENT kNO� F L 4PE:RSUB�TF, EMBEDMENT NO CHANGES TFdS SHEET. USEDATCURVZD EXTERIOR 29 FRAMEMEMBERSONLY EXTERII 4 WINDOW VISIBLELIGNIMTHm w RUCK WiNWWBI.CKWCTH-2�4' > w HEIGHT IMNGOWSUCKWDTH 9 lwm�smlm w 0 HORIZONTAL SECTION E-E m VISIBLE L ,.:Go ,NDOW SUCK HEI �- - 24tV FTL INSTALLATION TYPE i INSTALLATION TYPE L 410 STEEL SE�RUINGSMS THIS SHUT Arm,har SBtVwG � Edg. mt.=* K;�C.C. 24W x 7-N13- p.tsP,IOa,aPiaI wv RN P.T. 1h. .03 "'211N.w) 3� V 2" IN_ _,II _, P.T. S�arn Pm FE.32 we w ma x I- Bad Se"(wr WIF v 1MVAWSt.d I &IV W 0.047 fla�l Stsal Slad. Dr. 31 1 SMS' 0 -t�l EXTERIOR MIN. OF3 TKR�S SEXOND THE METALBUESTRATE. OR FRAMING SEE —l" NMZTHIiSIBUT I/vMVJ(SHIM MMIWADEAPPROVEDMIJI.I.ION INSLA"IDN MOMS, (SEE SEPERATE NDAN ALUMINUM, STEEL FRAMING OR STUL STU). 1. USE ONLY ANCHORS LISTED ON THIS SHEEFT. FCU.OWEMBEDMENT SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. TABLE 1 O.THIS SHEET 2. MOO BUCKS DEPICTED ON THIS SHUT AS -1r. ARE BUCKS WHOSE Me, �'IF, MI,F. f�—EMBEDMEOWMDEDSEDIUMCEPER TOTAL THICKNESS IS LESS THAN I-ia'. IXWOCD DUC� ARE OPTIONAL �Ka EDGEDISTANCE iFUNM�BEINST�EDCIRECnYMSOM�C�E WOOD BUCKSDEPIGTEDAS�ARE �saai I wm ww M�ESUnTM�OFY,�BUCUTOGE�GMMDBYMERS TYP.AHCHORTI'PF VABEDM� ORASAPPROWD11YAMORITYMAVINGIJURISDIGHON. SUBSTRATE SEE TABLE 10. THIS SHUT 3. FOR ATTACHMENT TO METAL:- THE STRUCTURAL MEIMBER SMALL RE OF A SIZE TO PROVIDE FUU. SUPPORT TO WE WINDOW FRANIE. VERTICAL SECTION F-F 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WNDOWOR MULUON NOAAPPLIES TO WHO!-E SWOEX PRODUCT REVISED ..'I'leg, .10% the pl.nd. UMCOEIUC�Mlp EDGE OR FRAMING SEE [NSTALLATION TYPE M INSTALLATION DISTANCl/ EMBEDMENT BuUdI.,Go No".. 17-0814.11 NOTE2,THESHEET TYPE N Eapleation Date 0211912019 MSEDMENT By INSTALLATION IW ffU.==d..t G..Del TYPE M EMBEDMENT lXWOODBUCKRTIP.SEE MODBUCKSITHP NOTE 2. THIS SHEET R 0 FRAMING. SEE 7 NOTE 2. MIS SHEET TYP. ANCHOR TYPE. EMSEDMEINT AND SH., EDGEDISTANCEPERSUBSTRATE. SEETASLEII.THISSHEET 4 TYRANCHORTYPE. �EROR <3 WINDOW BUM Noon SUCK iEIGHT- 2-3W L INSTALLATION TYPE N CURWO EMBERS ONLY EDGE ux DISTANCE D.C. MAK. C.NCRETEXMU PER ANCHOR REQUIREMENT lwp.�smm --4 �-- INSTALLATION TYPF 0 STEEL SEUF-DRIUUNGSMS (G51SEETABLE11, THISSHEET HORIZONTAL SECTION G-G TYRAN(>IORTYPE, ETANDEDGE QG A EXFERIOR -EMBED NANCEPERSUBSTRATE. BEIFTABI-11. THUS SHEET MAMJ4IADEAPPROVEDV.UlUOq AXSHM (SEE SEP2RATE NOA). ALUMINUM. STEEL FRAMING OR ME� STUD. SEESUBSTMTEPROPERTIGS, ,RAII�TU,PDATED". DISTAN CONCRETErmu w PERANCI-IOR > REQUI� �IOR z 15 09 2 AIKhor Sfttralaa Mh EdW nat.e. Ma �nt Max. D.C. 012"1441OWU. —IE2� 37 A38SDW sleal stud Dr. 33 Th. wr ww (10W. 0.�(Iscaj- 3.r 3.7- 4l2or4I4St&eIScmvj(G5) P.T. S�. R. (SC-0,55) wir 1�13- Ir Sir 3.7' A36 SWW UP ommm 3.7- Stael Stud, Or. 33 mh. 31W O�M-RBGM- 3.r VV 41083 C�flella vegeawd CMU, (Asw cKcI) M? &T Coac.le teut 3.36 koR 1. �v Cr 114- Seel Uft.. 1. �wv Cr &r WU. 1 i 1 Me Real Ulm,, i GW�dCMU,(ASWGW) I 24fT 1 7-314- 1 1 TABLell.M - 511--1 - MIN. OF 3 THREADS BEYOND �E METAL SUBSTRAM, lXWCODBUCKSTRIP. 'UNGRCUTED OAAPVALUES WYSE USED FOR GROUTED CMU APPLICATIONS. SEENOTEZ,�SSHBCT INSTALLATION NOTES: 1. USE OMYMCHORS LISTED ON THIS SHEET. FOLLOW EUSEDfUENTAND EDGEDISTANTE UNUTS. -ir,�ESUCMMOSETOT&�lC�SSIS�SS�1.1�.lXMOD I WOOD BUCKS DEPICTED ONTHIS MSET AS '� ARE SUCKS ARE OPTIONA. IF VNUT CAN BE INSTAU.ED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS Wir MICK OR GREATER DISTALLATION TO ME SUBSTRATE OF MOD BUCKS TO BE ENGINEERED BY OTHERS OR AS EDGE APPROM BY AUTHORRY HWANG MIUSDICTION. DISTANCE �- 3.FORA��EWTO�T�MESTRUM�IAEMBMS�LB�OFAS�TOPMVIDEnUSUPP�TTOME WRIDUINFRAVE. VERTICAL SECTION H-H 4A, W—CABLE. LOWERDESIGNPRESSI MOM EITHERWNDOWORMULUCtINOAAPPLIES TOWROURSYSEEM. teat. mIa. F, Me. F. KIM. V W .1c., IR 90 IN HOW E. U.. 18sw 111"i 410 53 Eto ValeflagG 1211 ksl 8&7&s' t�TSN.� late a. * .: . No. SOME XLV`NNm-I`U`.Pf. PjEAMTOS PRODUCTRIEVISED 0 0. W. d d. 17-0614.11 �pl.d.. ftW 02119/2019 .I— .1.4i W C�GES THG SHEET. ASSEMBLYDETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES 2 . MCLEDICURVED MGLED/CURVED F�FASSEMBLY �MEASSEUISLY 10 W-CORNER so- �ER C, m �EASSENBLY MAME �EMBLY L, z U- X LLr - R. w 10 10 z (9 'CUR E N L 'E E AMCO�ERSTO AMRSTO I > wz USE GASKET USE 0 ANDMR S� ANDIOR P 8 U- 0 6 0 EQUAL-I-SOPRME z < -MGE WMRED F—E WITH NjRo I _WE RMGEFRME Z Z LEG MAME WEREDFRMEWITHINTERIOR I NOTERED FRME WITH INTERIOR 0 0 M M� 0: 1 M E R 10 R � WELD S I AMDE�UORFRMEWBUDS �GE FRAME (SHOWN)ORCCRNERKEYSAT (SHCM)CRCCANSRKEYSAT z SCREWBOSS�.S�ATA-L�ERS SCREW BOSSES. �AT M-I.CORhERS 0 UU X 0 ........... I? Ly No. U705 s g"- �4ORIDN ",,170NAL '11111110%, LYNN � VE P.E.0 �5 Room a Pi Pon 0 Description M.WI.l 1 42SX Ranged Frans Alum. 601INTS 2 4285 EquaWeq Foome Alum. 6063-T5 3 4255 Integral Fin Frourn, Alum. 6063-T5 4 4255 711V Used. Gm Beadiong Alm U[16�117i 5 4264 I.E. Glass Beri Alum. WI Sa 4270 installation Fastemer CxNer Alum. 6dW-T5 so 41� installation Fastener CaNer Rigid PVC 10 70589C Gasket (at W comerjolnuts) PolyMylan. 11 TP24718 VIrIyf Bull, W.Whormip Flex PVC, Do.. 65 -/-1 Dow 791. SM orGS T700 BackboddIng Spic." 23 MM Sai Black, Mono. W1Vx 7110'x4' Neopaune,0um.85,1-1 21 71704AK Setting Block, I.E. W1W x 1-313rx4' NeopmnoDum.85+�� 29E13 N x 1-114' FH SMS Stainues. steel W so 781PQX .,PX Nxi-Quadiel-ISMS Stioiniess stanal STRUCTURM- SILICONE STRUM RAL FOAM )LYSOEHUTYLEI,E _A 1W NOM. WITH OESICICANT DESICCANT EXT. GLASSI/A V/// I EXT. GILASS� 2.713if ow F, —f�:O:':': 967 1A 7 'e '--TT(DFLANGE FRAME 94253C, 6063-TS L:� - are. F-- F1 xm- 7/16' LAM]. (T) GLASS BEADING -F.7" *438' J EQUAL -LEG FRAME #42ati. 6063-T5 V4V —INT. GLASS —)W. GLASS V�v —INT.GtAsS KIDDISPACE SUPER (E)PURASEAL111 0 XLEDGE� 43G TPS SPACERZ'NXT- SPACER SPACER -- .34T 87�' R T—Ir— .05o, I.G. GLASS BEADING ff4254,6063-T5 2+78f .w. —11— pt, 062 137Y FIN FRAME 44256.6063-T5 —I 4jr zw )N FASTENER COVER a #4270,6063-TS Part# Do ription Material 76 Kommeding 4SG TPS Spacer System 76 Quarow Super Spacer nXr kAth Hot Melt Butyl See this Sheet for 77 Cuamex Curl Spacer Materials 78 Cardinal )L Edge Spacer NO CI-IANGES TIRS SHEET.