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Home My WebLink AboutNOASCANNED BY St. Lucie County M IAM FM MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv 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 ' to meet the requirements of the applicable building code. This product is approve ed h ein, and has been designed to comply with the Florida Building Code, including th igh VelocityHt 'c e Zone. - DESCRIPTION Series 00SGD-770" oil Sliding Glass Door w / 90° & 135' corners — L.M.I. APPROVAL DOCU rawing 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 Mil a mr- a e on t Control Revision stamp with the Notice of Acceptanc ut er and expiration a by the Miami -Dade County ct Control Section. MISSILE IMPACT ING: Large and Small Missile Impact Resistant LABELING: Each unit shall a anent label with the rs 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 Fled 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 NOA1116-0629.06 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 4 fY�r 1 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 under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10110/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by IdaImis 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 underNOA 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 un der NOA No. 09-082 6. 10) G _� 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-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1 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 -bade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-611 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/900 &135° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. Pr6duct Control Unit Supervisor NOA No.17-0420.I2 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 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 E1300. 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 33-113% 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 NOS 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 (HVHZJ. 8) DOOR SIZES MUST BE VERIFIED FCR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL.6001, FTL-6014, FTL.8015, FTL-6017. FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL.6031, FTL-6033, FTL-0036 AND FTL-7554 TART F R. SEE DETAILS ON SHEETS 4 & 5 Olaaa - Des0p0on(UiAad Dom Exteda,te ]rated.,) SO Laminalad:('2)L6as of1l. HS G1aeewlN.060' EYE lmcr Var WIW Lamineled: (2)Ldee of lW HE Goes Vlh.W PVS Nl, layer 04 MWLaminaled:tz)L2as cf WlV HE Glue Wd.09. SG MWdayer (NA VIV aminaod: CO k.0 VV HS Ghne'M1h.09D' SO Wednyer G5 GSA I-U.1ratedLG.:116'TEkledor Cap+310'AfrSace-a Any LamMatod; C4 U1.011W HS Glaae wNr.e9. PVBWedayer 1'Lounaled LO:V4'TEcledor Cap+MI.AVSpaee+711W LeMneted;(2) In. efNIV'HS Olaoe Wt.09V FIVE Meyer G6 IYemtaled IS, Y16' TEal.fl.Cep+ all Ak Space+711V LemTeted; (2) Ulas e1116' HS Gulls We .090' SG WOdayer GSA I'Lomk led LG.;IICTEdeder Cap+Yl.Alr8paoo+Ill.U"nalad;(2)L6a.ol WIWMG®sswM.090'SGkdedeyer O7 Veer UnUtated:fSUce oSMW AM Glace Vth.OBP SG Wadayer GTA B/1. LarbotalR(2)@ea aHW AM GWa4 wIth.CW SO INUdayar GA I"LamMatctl 118'TEdedor Cap +18"APSpoee+7/1. LaI Wd;R)UIea DIVIV ANN Gpea Mix AB. SG uIeWyer OBA 1'LemMated 11d"TEONeh COP+910Ay5FMG+ Illy tora l (2)Utes p(ll. AM4 DIeeexM.090•SGWetloyer 'ANN'=ANNEALED •H3' - HEAT STRENGTHENED T-TEMPERED 'FVG,-.09. TROSIEOIP PVB BY KURARAY AMERICA INC. 'SG'-.o9V I ENTRYGLASOBY RUMMY AMERICA, INC. DESIGN PRESSURE RATING IMPACTRATING SEE TABLES I. 2&3OR RATEDFORLARGESSMPLL SHEETS B,T88 MISSILE IMPACT RESISTANCE CODES !STANDARDS USED: eM17 FLORIDA BUILDING CORE (FBC), ETH STATION e2014 FLORIDA BUILDING CODE FOG). SIR EDITION -ASTM EIMKO eANSIIAFSPA NDS2015FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADWMIS -AISI SIODA2 eAISC 360-10 "Re t4' 7 1 ~C I UPDATED TO FHC 2017. REVISED TABLES GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2.3 GLAZING DETAILS........... 4.5 ANCHORAGE .....................6.14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS ......... 1....12-14 ELEVATIONS ..................... 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS............ 18,19 PARTS LIST ....................... 20 CERT. GFAWH.. Ahleelll TABLE A Anchor Group Anchor Typo Frame Much., SVIAl Mr. Edge Olsonce Min. O.C. DIbMOce mn' Fanbedmentar Metal TBlekne. A p1216.e SMS, (Fy=80 W, F; 95 Rat) e1241U 88 SM6, 1Fya 0981. Fa= 110 ke8 All SWlhem Fine (SG a 0.55) 9110" 71V H- 0083H5 Aluminum 31. 9116' D.M. AM steel 1. 8116' OAS. Dr. 33 Sleel Stud am via- 0.045• (18 GB) 114' Bee ABOroKMcd) Fy=ST kel, Foa86 ka1 All Concrete min. 2.22 hallHwi 3" 1-1. Jamb/P-0aek Filed Block ASIM C90 2" 3" T Jemb/P-hook tallow Block STM DID 2" 3" 1-1/4' NI &ouDam Fee 90.0,55 A 1' 1.3m" B 912 Shud END IG, 6) pir. of thmads beyond metalaubdrate) All Sou ere Pine ISO a 0.55) Bile. 71T 1310' Sol Aluminum 32" Slte• 0.090- A38all 0/0, WI. 0.050' Or. 33 Steel Swd YB• Wien 0.09. 18Ga 0 Ve Elco UllraCone, Fy- HIS MI, F„•172 kal All Conarete (.In. 2.05 k00 1" 4' 1419- Jembl P♦took HNiow Block (I CM) V 6• 1-1/4' 114' Eke UltraCcrv9 ya156 k01. Fo' 1 Concrete mm2.S el) z-12' ia/6• Jamb I P4Nok Filled Block ASTM 080 Z112" 4' 144- SIPAwaA Holow Black ASTMCBn 24W 6' 144' /dV1689F1c4GeteFlexG Fy-13Z4kd,F.IM.7kel 18111 Con ucto In. 3.36 k01 1" 4' 1-L4- Jam P-book Concrete (.I.. d.35 ka1 1` M 1+V1 Je PMok Hollow Block ASTM CG :1_P . 1=114' All 6nNhem Pima NA=0.S5 i• 1) RE SUBSTRATE DONA REQUIRE ANCHORAGE FROM MORETHAN ONE OF THE ANCHOR GROUPSABOVE, CHOO POF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL, 2)ALLANCHORHEADTYPES ARE APPLICABLE 3) FOR STEEL STUDS, MIN. FU= 45 KSI, MIN FY-33 REAL 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3THREADS EXTEND BEYOND METAL SUBSTRATE. 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 SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1AIVTHICK. plrme wan me Florida aOA-No. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS NOAl o0 Gpde 17-0420,12 ` INSTALLEDOIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2XARE 1-1/Z'THICK OR GREATER. IX AND 2X BUCKS Ewptraaon Dato02/17/2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS Elam a ramct Gen., THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS ,,,I H III I NOT REQUIRED. IF USED, NON -SHRINK, NONMETALLIC GROUT, 1/4" BY OTHERS) FULLY �� '(LVNA MAX. THICK &3400 PSI MIN., (DONE MUST Nk,O.......... SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO1.10ENg4: THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOL), 300 FELT PAPER OR MASTIC IS REQUIRED ; * : No. 58705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. SGD-)7o I NISI i +22 PST0130 P.E. EXAMPLE CONFIGURATIONS MAX. UNITWIOTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES IB PER TABLES 1.3 MAX. UNIT IN o $ o MAX. UNIT HEIGHT ' g$j HEIGHT PERTASLESIJ � I`s' PER TABLES I3 2 II NOM. PE MA) HE RT/ RANEE WIDTH R TABLES 1-3 �— MN.. UrvII W1Ullt 3 1$ \ UNIT GHTBLES ?-,p7--J 1-3 f1 _T 3-PANEL CONFIGURATIONS � 1 13 // 1 1-. MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PERTA fBLE51d J� S-PANEL CONFIGURATIONS Mehl PE w MP} HE �w F CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW, "Jc", "KW' OR "Ke INSTALLATION. EXAMPLE: 4-PANEL XXX%IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION 1 a CAN BE OXXXP. I 2) BO° 8135° CORNER CONFIGURATIONS CAN BE COMBINATION g I OF ANY 2 STRAIGHT CONFIGURATIONS. g I4 ogo I Eg� 3) FOR NOM. PANEL WIDTH, SEE TABLES I-3. "X°=OPERABLE PANEL, 2'�' '0°= INOPERABLE PANEL, FacREr 'P°=POCKET F—DETAIL LETTER _t' f___: -w'= WOOD OR METAL INSTALLATION -PANEL ® 'e=CONCRETE INSTALLATION IGURATIONS iR SHEET NUMBER C7iC�fN7��©1 — m F ar.� vim ps" m f� ikl WIDTH = NOM. PANEL WIDTH -T' HEIGHT = DOOR UNIT HEIGHT-10.126' EL HEIGHT= DOOR UNIT HEIGHT -1.866" $ac H� �e 4-PANEL CONFIGURATIONS PRODUCT REVISED t t 1 3 $ complying with the Fladda BYIIEIn9 --de NOq-No. 117.0420.12 MAX. UNIT WIDTH ERPlIefte DPta 0211712020 NOM. PANEL WIDTH gy a Mlam wance anw PER TABLES I3 g MAX. UNIT1 sEs Ig$n I'¢a. HEIGHT s re PER a,Tgls w I R g TABLES I3 � � SHEET. 11111/ / ptU II .. `T}: No. 5B705 =v_ t Ci. INSIDE CORNER SIMILAR) O�\• 9T`.{TEiiF- 07.We'e'IXOgYORNE a+M� (C '•.;°(ORIOA,.•' N. �vLNl)l4Faojopys EXAMPLE CONFIGURATIONS ��'rir!ONALIiNf GERr. oFAum.�uPzae SERIES 770 ALUM. SGD - LM IMPACT �w a eati.' n+R a^la p+ A.IYNN MILLEI�PE. q "A nd $G6np NTS 2 't 22 PGT0130 C PEOWOS EXAMPLE CONFIGURATIONS MAX TESTED UNIT WIDTH = 355-7/16- ® 96' HEIGHT 300-1/4' ®120" HEIGHT NOM. PANEL WIDTH 1 3 Ia PER TABLES 1-3 I g MAX. UNIT' HEIGHT, 96"OR 120' h /y Igo 6-PANEL CONFIGURATIONS a 1 MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 13 a PER TABLES 1-3 NOM. PANEL WIDTH PERTABLES 1-3 m a imF'1 {mFl � m � fmFl 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX UNIT + o + 0 t HT to PERHEIG E51-3 / f ..OFAD]H #M' CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'JW,'Je. "KW OR'Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp, 2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. -X-= OPERABLE PANEL, 'O' a INOPERABLE PANEL, 'p' = POCKET DETAIL LETTER ,. = WOOD OR METAL INSTALLATION C 'C=CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT = DOOR UNIT, HEIGHT - 1.866' 1 + + ioffg I S 142 POLI([T i N PRODUCT REVISED as 01yyis99 pith Me Florida 0011dinD OOCa NOA-N°. 17-0420.12 DaplaslMa Data 02/17/2020 um * Na, 58705 ;ORATIONS I. SGD-LM IMPACT ^'a^�" XL"NNRIEP. P.E 3 +22 PGT0130 pC P.5,55705 7N6" NOM. 3/16° HS GLASS- .090' PVB- 3/16' HS GLASS— EMERIOft I L a 3/4' NOM. GLASS BITE 7/10' NOM. 1' NOM. V16' HS GLASS 3/16' HIS GLASS 0""PVB .000' SG 3/18' HS GLASS 3116' HS GLASS 1d 3/S' AIR SPACE n 3M6'T GLASS—__ SAW NOM. 9/16- NOM. HS GLASS 114° HS GLASS .090° PVB .090" SG - IS GLASS 74 1/4' HS GLASS- B2 314. NOM. GLASS BITE IPy1xJ. L - 3/4'NOM. GLASS BITE EXTERIOR a )9 64 fib WE G4 1" LAMINATED I.G. GLASS, TYPE G5 1NOM. 3/16' HS GLASS 090" PVB 3116- HS GLASS 14 SH6'AIRSPACE 14 V4"TGtASS PRODUCT REVT 83 Fl PIYYLae wltM1 tl,a Florida B"IMing C"tla 314" NOM. 3/4" NOM. NOA-N". 17-0420.12 EXTERIOR GLASS ExTERIaR GLASS WIN . BITEmot, 1241z) GLASS 0.11anonto,02/1712020 �+ BITE EBITE By B1 41 E% ERMR a 79 54 fi4 BS 9116" LAMINATED GLASS, TYPE 33A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: {T; NO. SB)06 'ANN"=ANNEALED 'HS"= HEAT STRENGTHENED 'T' =TEMPERED SEE SHEET 15 FOR SPACER DETAILS. A �'z, "PVB"=.090' TROSIFOL° PVB BY KURARAY AMERICA, INC. °SG'-.090"SENTRYGLAS®SYKURARAY AMERICA, INC. lm9nmp tooyo.Rrve N.VP &Pt Ulm o-eya GLAZING DETAILS T'., 6 p • �� '' S (a409eaf9o9 _ cpm.oEwrRRa24e SERIES 770ALLIM. SGD-LM IMPACT '11,1, AL JR 94DLI) C NO OHANOES TN/S SNEEI. �,Wy4 —. w - ® aAITS l/,,11 y�y ALVP.E.S 10 P.E. 4 fafmf9 u,� � sooaJB 4 a 22 PGT0130 C P.e.ssmafi 1' NOM. 7/16' NOM. -- —1"NOM. 3116" HS GLASS 3116" ANN GLASS 3/1 V ANN GLASS .09T SG .090, SG WIV HS GLASS .09D" SG 3116"ANN GLASS 3/6"AIRSPACE 7q 3116°ANN GLA33 ]4 3/8"AOT SPACE ]q 3/16°TGLASS 3116"TGLASS - 82 83 B3 3/4' NOM.EXTERIOR 3/4" NOM.NOM GLASS 124.127 3GLASS 12a127 GLASS (} eRE BITE EXTERIOR BITE I EYTEWOR B0 Y 79 79 55 34 55 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1"NOM. 9116" NOM. 1"NOM. 3116' HS GLASS 3116" ANN GLASS .090' SG 1/4" ANN GLASS .090" SG 3116- HS GLASS- .090" SG 3l16" ANN GLASS 5/18°AIRSPACE ]4 114-ANNGLASS -]4 6fl6'AIRSPACE 74 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED a2 Coy witM1 tM1u Florida 53 93 Builtll"Pp,g 3/4°NOM. NOA-N". 17-0420.12 114427 3/4"NOM. EXTERIOR GLASS 12412 3/4'NOM. Explrallon Dato 02/17/2020 GLASS a BITE GLASS BITE BITE ey EXTERIOR M18ml-Pl Protluct Cen401 ae1 79 aUX7ERT]s 55 55 1" LAMINATED I.G. GLASS, TYPE 36A 9116" LAMINATED GLASS, TYPE 37A 1" LAMINATED I.G. GLASS TYPE G8A `\\111111 fll qrA 13 7} NO. 58705 •'; GLAZING NOTES: "ANN'=ANNEALED _ *_ '•e Q _ "NS'=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. g oI "T" =TEMPERED "PVB'=.090'TROSIFO�PVB BY KURARAY AMERICA, INC. 1oroTECHI.w.00rnRrvE HvamcEav:rs a.=e+° GLAZING DETAILS �'•.• % F •;F4 • 24 �� S1 ORIOP,: '•��\� "SG' =.090'SENTRYGLAS'BY KURARAY AMERICA, INC. ryn)ae- ]rrrr Ain l"` tear. ovumr.nuee SERIES770ALUM. SGD-LMIMPACT JR OMDNiI C NOCNANCES iHISSHEET. awaur e.e. c�..ry s�4ro x.. A. LVNN MILLER, P.E. JR f0/10H4 _ _ _ _ uPOi aixra u saC mo NTS 1 22 1 P.E.465705 TARI F 1 Design Pressure (OP) end Anchor Quantities Required, (for all approved ccnggumgons on Sheets 2 & 3) F., comer aelmgel ancherage on SO -or 135' weruells. sdeaheel it Maximum DP for all sizes: +601.60 Psf (Maybe Omdladby TablelA) T.M. applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 88 8A and me StielAst�a) Types shown below. Door Unit Height 80• g l" ff 69- Anchor Coup 73.7/6" OLD Anchor Gmup 79.7/8" OLD Anchor Group OL 85.7/8- D Anchor Group A B C D A B C D A B C D A B C 0 H.&Sill C4+ C4+1 C4+ 04- 04+1 + C4+1 +1 C4+ +1 G4a1 C4+ C9N C4+t C4+1 C4+i 1. 17, Jamb 8 a a B B B 8 a a B B 8 B B e B OLD P-Ixrk 0+7 6+7 6+7 6 7 7+8 7+8 7+8 7+0 7+8 7+5 7+0 Ara ]+a 7+B 7+6 7+8 - HeeNB'tll C4N C4+1 C4+1 C4+1 C4«1 C4+1 04+1 CA+1 Ot-1 04N C4+1 CM1 U-1 CA+1 C4+1 C4+1 5 3V p Jamb 8 B a a 8 8 8 B 0 B B 0 a 9 8 a P-hook 8+ BN AB 7+8 7+8 7.8 7+8 7+8 7+5 710 7+8 7+B 7+6 7+8 7 NO GIN CA+1 C4+1 CA+1 04+1 C,4+1 C4+1 C4+1 C1N C4+1 C4+1 e8 B a e 8 a 8 B B e B e 8 a 6+70+7fir]6+7 7+8 7+B HB 7+9 7+0 7+a 7+8 7+8 7+8 7+8 7+8 7+8 CAN C4N C4N 04+t CAN CAN C4+1 l'A+1 C4+1 C4+1 G1+7 G+i C4+i C4«t C4+1 02' 95"B B 8 0 8 8 B e B B 0 e 9 e 8 DLO P-hook +] 6+7 0+ 7+8 7+0 7+9 7+0 ]+B 745 7+0 7+0 7+8 7+8 7+8 7+8 HaddIndII C4+2 C4+2 C4+2 C4+2 07+2 C4+2 CA+2 04+2 i 04+2 C 2 04+2 C4+2 01+2 GN2 C, C4+2 48' 41- Jamb a 0 8 B 0 8 B 8 8 B 6 B 10 B e a OLD P-hook 6+7 0«7 6+7 6+7 AB AB ]+B 7+B 7+8 ]+0 7+B 7+8 7+8 7+8 NB Ae FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1. ARE BASED ON THE USE OF THE SAM' SILL. 2) WHEN USING THE 2-1J2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4" SILL, POSI(IVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4', 3-1/4" AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 1 0-1 4 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. llC1-111iEF 5111 Height to Max. (+) DP (Water Infiltratlon Bourg) SIIIRtser Height (+)Oeslgn (Flat or Box, sea presses, pat Sheet 17) Flush-1-1/2' see note Low-2-1a, +46.67 Medium -3-1J4" -60.0 High-4" +60.0 SEE NOTES 1-3 OH LENGTH OH RATIO 2 1 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT= PRODUCT REVISED DOOR UNRHEIGHT-10.125" on fimialnFlying with the Florida e Cede PANEL HEIGI non -No. 17-0420.12 DOOR UNIT HEIGHT -1.666" 1 explrauonoata02/17/2020 Interlock P-hook Lockstile@Jamb Straight Astragal Assembly Locksule@ Stralght Astragal 90'Astregal Assembly Lmotile@ 90'Astragal 135'Astragai Assembly tMkstile@ 135'Annga1 Standard Stiles Standard Sole Standard Stile Standard Stile Standard Stile Healy-duty5t1le Heald -duty Stile Healy -duty Stile Heavy-duty Stile 5ldnddrd AStfdgdl a..L_y Outside rA Insidelde or outside Inside Career n5me Come, Outside Corner ^� a.J.�..l-0 Part H60 (x2) Part 860 Part a60 Part 660 (Stile) part IX6]IAs[ragal) part k60 Partte118((Comer p¢relverl Part 8119 (OUL)its part p120 (InJ parts IX31(&t932 an 11xd Mount) part 961 C .. OFAU7H.SA7BB No. 58705 '� .Q� 71_ a� :' : JF a64Vi7 G REVISeO IA. 1. ryryg Min IJ \ ` � w a+r,al ue 4"e Avl'+Y' a un A. LYNNMILL.5 , annnru .,,.,_,,. s6o-na NTS B w22 PGJ0130 C P>:»se]os 11 Design Pressure (DP) and Anchor Ouaruties Required, (for all approved configurations on Sheets2&3) For comer ocongel eMhomge on go' or In' comet unite, am aheel ll Maximum DP for all sizes: 45D 1.60 (May N limited by Table 2A) Coor Me Height Table applies to Glass Types 4, 4A, an' I 84° 1 0" W. t0Y lob" lie Tar- e. BA, 7, 7A, 8 S eA end the 69.7/6" OLO 1 73.710' DLO OLO B - l8" DLO 01- B LO 07-7I5" CLO 103T/9 uL I MO 8111e1Aatra l Types shovel belov7, naDor Group I Anne.,Gmup Mchor Grap nchor Gmup AnUat Group AM or roup MOhw map rGroup A 8 C D A B C D A B C D A B C D C 0 A B C D A 0 C D A B C D ll • N-1 CA♦1 G+1 GN NN N+1 Ue1 NN Na1 N+1 N+1 C1a1 N+1 +I N+1 ♦ N♦1 ♦ +1 Ml C4+1 N+1 G+1 NN NH N+ GN N+1 NN N+1 2M1• b B 0 B B B B 8 B B 8 B 8 8 8 6 8 0 10 10 10 10 1D f0 10 10 10 10 10 10 10 DLOIr k 0+] 6+7 0+T 0+7 1+0 7-6 T+8 NB hB A8 7+8 7+8 7+0 7+8 7+B ]+6 a B+9 B+B e+9 &9 &9 6+9 0+10 9.10 9,10 6+1C +10 9+10 %10 1 NH N+1 N+1 Ur1 GN Cal, ill GH N+f UN NN Na1 Nr1 N+1 UN C4N NH +1 N l U+1 C4+1 GN GH NN G+1 Nat Nat Nat +1 NN N+1 iv 8 5 B B 0 6 8 e e B B B 0 a e 0 0 10 10 l0 10 10 10 10 10 10 10 10 10 10 DLOb k &] a+7 B+T &T 7+8 7+0 7+0 h8 T+B 7+6 7r8 l+e h0 T+8 ]+B T+B 0 f 9+B &9 0+9 &B WB 8+B 8+10 8+10 BNp 9+10 +10 9H0 BHO 1II U+1 N+1 C4+1 U+1 N♦1 U+i C441 U+1 NH G4+1 N♦1 NO U+1 N+1 NH U+f +I NH CC+I C4+1 N+1 NH N+1 UN C4+1 UN N+1 +1 C4+1 C4+108' b IHO.NSUI a 6 B 9 8 e '8 a B B a 8 0 8 8 B 0 )0 10 10 10 10 W 10 10 10 10 I 10 10 10TOO ak BQ B+7 6+7 847 7+6 7-8 7+0 f- 7•a ]+0 ]-8 TB 7+0 T+9 7+8 7♦B 8 B+B &9 e+B &B B+9 &B 9+10 BN0 9a10 0+1D +10. 9H0 9+105B1 N+1 Nat N•1 C4+1 U l N+1 N+I U+1 N+1 C4+1 C40 C40 N+1 N+1 N+I G4+1 +1 Urt N+1 GI+1 N+i Nat N+1 040 C40 C40 N+1 5+1' N+1 N+1IY 0.Ob B 8 8 B B 0 8 6 e 8 6 8 8 0 e 0 0 10 10 ID 10 10 10 10 10 ID 10 10 10 10 ak BN 8+7 BN &] NB 740 7+0 N0 7+8 7+8 7+8 7+8 ]+a 1+B ]+0 HB +9 0+9 B+B &B 8+9 B+B 8+0 8+10 &10 BHO 8+10 +10 e+t 0.10 501 N+] 01+2 CN2 C4+2 CA+2 N+2 N+2 N+2 Cl N+2 C4+2 N+2 C4+2 N+2 U+2 G4+2 +2 N+2 N+2 N+2 C5+2 N+2 C4a2 C8a2 CS.2 C5+2 C5+2 +2 U+2 C5+2 48' b B 8 8 a B 8 a B a 8 a 0 10 010 10k Z Into BN 0+7 6a7 6+7 7+B 7+8 7+8 7+B T+8 7+B ]+B 7+B 1+B }+0 AB T+0 &9 e+9 e+0 8a9 &9 &9 6+9 B+B B+10 9+10 9+10 9+10 +10 WID 9N0 64' or a0 Hoa&Slll N•tG+7 G+2 on Ua2 N+2 N+2 N+2 N•2 N+2 N+2 N+2 N+2 U+2 NK N42 Not available in these sizes Jamb a 8 B 0 8 a 0 10 a B B 10 0 5 B P-hook 0+7 6+} &T 7.9 7+8 T+B 7+B 7+0 7+8 ]+B 7♦8 7+8 7+6 7+8 7+0 �W HeaN501 N♦ 1617 C4+2 G+2 N+2 Nat N+2 N♦2 N+2 C4a2 N+2 G1+2 N+2 N+2 N+2 N+2 Jemb 8 8 8 8 B 0 0 10 a a a 10 e e e P-hoak 6+7 6+7 7+8 7+8 7+B i+8 A8 ]+8 NB 7♦B 7+0 ]+8 A0 ]+8 YUII t Me= ON UJINU INtlL[, JLF Jr1CF 1 O. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE SAW' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-V4" SILL. POSITIVE WATER OP 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'.3114' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE ANb EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. 9) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F 9a. SIII Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Helghl (♦)Design (Flat a Box, sea Pressure, pet Sheet l]) Flush-i-1 l2" see note3 Lmv24lY ♦46.67 Matlium-e-tl4' +60,0 High-4" +fiO.D Stt NO I L51: ULU WHO IH= NOM. PANEL WIDTH -7" DLO HEIGHT = DOORUNIT HEIGHT-10.125" OH LENGTH �2 PANEL HEIGHT= m K DOOR UNIT HEIGHT -1.858" In �I OH RATI021- PRODUCT REVISED Q U as sampler with the Florida LNOA-No. E 17-0420.12 R, pI.H.n Do 02/17/2020 OH RATIO = OH LENGTH OH HEIGHT Mym A. eCTCAneI TVPFC C14A1 I OF I ISFrt FItR TA RI F 9 RFF FHFFTR 91 R 9> Fr1R PG PT rN MFNFIDUR Arin SHF FTS I X 1Q FOR ARRFUR! Y DFTAII S. Interlock P-hook Lockstlle@Jamb Straight Astragal Assembly Lockstile@ Straight Astragal 90'Aaragal Assembly Lakstlle on 90'Astragal 135-Astragal Assembly Locksdle@ 135'national Heavy-duty Stiles Heavy-duty5tile Heavyduty5ttle Heavy-duty Stile Heavyduty Stile Heavy-duty5tile Heavyduty5tile Heavy-duy Stile Heavy-duty Sale �EPFa� Standartl Astragal Outside Corner„ Insltle Corr n� Outside Corner Inside Corner Inside Carne Outside Garner Part 961 (x2) PartN61 Parttl6l PartN6115t11e) Pan."( Part N61 Part p6l (Stile) 'an ReceivC."' part N119 (OOLI Part N1230.) Part N61 (Stile) (Cron[&Fxtl Moun[) Portal DFHr. OFADTK COO a6o-770 I NTS J 7 n 22 1 PGTO130 * : No. 58705 I I _ TABLFsA II c JDesign Pressure (DP) and Anchor Quangtles Required, (for all approved conflgurallons on ShDets 2 & 3) For came esVegal anchorage an 60° or 10a' comer units, sea sheel 11 Maximum DP shown below (May be limited by Table 3A) only UNI Hel bt Table applle i to Glass Types 4, 4A, 6P 1 84, 80" 9fi" 102" 106: 8, BA, 7, 7A, 8 a 6A and the 69-116' ❑ 1S IB° OLO &il8' —0 a /9' DLO 91J18" DLO 97-7 9' O S111elAstrept types crime below AnahorGmu Anchor Gra AlaM1orG AnclmrGrou Anchor Group Anehor Group A B C ❑ A S C LJ B C D A B C ❑ A 8 C D A 8 C D Des nPresaum +Awo f +14 s +- e 1T Heed/8111 04+1 I C4++1 C4+1 CAN ❑4H C4+1 C4a1 C4+1 C4+1 C4N 0"" C4+1 Ott 2LI CA+1 04N 04+1 C4+1 001 C4+1 CH1 G+1 C4+1 C4N 24° pL0 Jemh B B B e B B B 8 0 6 B 0 B 6 6 B 10 10 10 to 10 10 10 10 P-haok 6+7 8+T 6+7 6+} 7+8 7+8 7.1 AB ]+8 7ae 7+8 ]aB 7+8 AB 7+8 7fe Bag ea9 B+9 A 8+9 8+9 8+9 8+9 Design Pressma V-SG.O per +192.6 of +/-750 of or Hea41S111 C4+1 C4+1 64+1 CF+1 C4+IC4+IC4N C4+1 ONI (4+i CAfi C4+1 C4N G+1 C4+1 C4+1 CN1 C4+1 I C4+1 04+1 l'Af1 C4+1 C4+1 C4N DL0 Jamb B 6 B 8 a B 8 B 10 B 0 B 10 a '9 8 10 10 10 10 10 t0 10 10 c Pdmok 8N 6+7 6+} 6+7 7+B 7+8 7+8 fie 7+8 7+8 7+8 7+B 1+8 7+8 7+B 7+8 8+9 8+9 8+9 Bag 8+9 8+9 8+9 8+9 } Les rpfa.ure +Awo r W-82.8 pef +/d5,0 1 HBBdISIII C4+1 I C4 1 I C4+1 I N.i I CA+1 I C4+1 C4N C4+1 G+1 G+1 G4+1 C4+1 CN1 CNt C4+1 GIN CN1 I C5+1 04+1 NO WN GSN G4f1 C4N DLO -J. b 10 6 B B 10 a I B I a f0 0 e 0 12 10 6 B 12 10 10 10 10 10 10 to Ru. g P-hook 6+7 6+7 1 6+7 1 fig 1 7+8 1 7+8 1 7+8 1 7+0 7+8 1 NB 1 7+8 I 7+0 I U" I B+0 I 8+9 I a+9. 8+9 I urn I a N9 a.. I 8+9 I Bag I .+a $DecidePressure ♦A90.0 Pal +14f26 psf +A75,0 par A9' Heaclo 11 C4+2 C4+2 C4+2 U 2 C4+2 G4+2 C4+2 LN2 C0+2 C6+2 M+2 C6+2 C5+2 L6+2 C5+2 M42 C6+2 C5+2 CS+2 C6+2 Wag C6+2 C6a2 CN2 42„ DLO Jemb 10 8 0 B 10 e B a 12 10 6 B 12 10 D 8 12 10 10 10 12 1 10 10 t0 Pabook 7+8 7+3 7+8 7+B 7+8 7+8 748 T♦0 8+9 ea9 5+9 8+9 6+9 0+9 8+9 ENDBa9 0+9 Ba9 8+9 8+9 AW9 af9 GesOn Pre ssum a/60.Opsf SeeNWeA 4/d2.6 ps( +7-78.opsr di- Head18111 C6+2 C5+2 C4+2 C4+2 05+2 C6+2 39+2 CN2 C5+2 C5+2 C6+2 CN2 CN2 C6a2 +2 C6+2 C6a2 C6+2 05+2 G5+2 CN2 W+2 C5+2 CN2 4B" OLO Jamb 10 8 B 0 12 10 9 B 12 10 8 B 14 12 B 811 12 10 10 14 10 10 10 P-hd.k vfe T+6 1+8 1+8 8+9 B+9 9+9 8+9 Bag are B+9 0+9 9+10 9+10 +10 5+10 9+10 9+10 8N0 9N0 9+10 9+10 9+ln I NO I E At +/-9D.V YtlH hUH IiLP>tl I 1N, e G CN; +1-01n rvrt UI-Haa I rrc I _EXAMPLE ON SHEET 0 NOTES: 1) 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 OP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER NOM. PANEL WIDTH - 7' DP IS 60.D PSF MAX WHEN USING THE 4" SILL, POSITIVE WATER LIP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT = 3)4',3-1/4'AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND DOOR UNIT HEIGHT - 10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL. HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, DOOR UNIT HEIGHT - 1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. .. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. e1 v noes c ...�.---�.-.....----••___.._.._._.._...____._lamb Interlock P-hook Locksiile®lamb tAst Straightmbly al Assembly Lochyle@ 6Vaigh[Astragal Straight 90'Arnbly Assembly Locksti 90-Asle@ 90'Astragal 13 Assembly Assembly Lockst 95-Aslle@ 135'Astmgal Heavy-duty Stiles Heavy-duty Sale Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heald duty Stile Heavy-duty Astragal Outside comer„ Outside Ins e Lorne `'I� ff3v��_[_�_ L Corner inside' Corner Cutslde e� F� Inside Come, Corner Part N61 (x2) ParO61 Part tl6l Part 161 (Stile) Part tl68 (As[mgadI ) par[pbl' Pa p118(([amer Rec0lv1 Part p1]9 (Ou[.l Part X120(In.) Pa pads tl3l(&tR32 (Corn. & 31 Mount) Part N61 Warr. OFAM young wo m I NTS I B a 22 I POT0130 Sill Helghtto Max. (+) DP (Water InBhallon Rating) Sill Riser Height (+)Dasign (Flat or Box, see Pressure, psi Shee117 Flush -1-lir sea note Law -2-1/Y -46.67 Medium -3-INV +60.0 High-4" +90.0 SEE NOTES 1-3 OHLENGTH F� 2 W K . i OOI OR RATIO 21 x p O ON RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as com lying with the Florida bankerode NOA-No. 17-0420.12 E.11-11on unto021l7/2020 v 1l PCB; " LIGEryy.4; '0% .(\ .STA ❑ ':t20RION,: L ENG� A. LYNN MILLER P.E, REJI 56706 NO FRAME "8+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "CS'CLUSTER SEE JAMB (9) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10 SPLICf. REQUIREDQ SEE°CG CLUSTER NOTE (PERPENDICULAR SEE "C510 FOR ETERLO K MAX,O.C. ASTRAGAL ' EXTERIOR DETAILS, SHEET 10 FOR NOTE, PLANE) TABLE 2, SHEET7 CLUSTREQUIRES'03' RSEE SHEEP IO FOR INTERLOCK INTERLOCK 24"O.C. THIS POCKETS AND � .� 48" NOM CLUSTER, SEE SHEET SEE POCKET 10 P-HOOK _ x \ PANEL WIDTH DETAILS, SHEET II x ^. JAMB MOUNTING I x " INSTALLATION, ADAPTER I 6'MlS. (o}�} x x x x xxuu x THIS SHEET ANCHORS MIDWAY ID' 3- MAX. xxxx� �I•,r BSHEET ib BETWEEN P-HOOK ANCHORS&AT 3" IDI ANCHO4 PAIRSRS OF FROM TOP ' � I xANCHORFRAME ANCHORS 14'MAx. O.C. I D m ANCHORS NI (TOTALS BOTTOM >y r IDI o UNIT u 21"� ANCHORS) 4.051°"MAX. TO OPENING I{�{00& IDI i 0D=P-HOOK HEIGHT O.C. PEft JAMR EDGE OF POCKET SEE spa Dt--i d gNCHORS „x�( (SEEJAMB ® 14'MPX. O.C. INSTALLATION i I I oWI A DETAIL DETAILS'Je&'KC, iF'm� ®i IDI �D=P-HOOK BELOW) END PANEL SHEET 14 & PART 4 ®� MOUNTING 24"MAX ANCHORAGE DETAILS'J'&'M, 101 'MAX. ADAPTER (2 ANCHORS) SHEET19FOR 000((I(------LjLL 'ANCHORS O.C. +2' P-HOOK I-____ ---- z - - z x > ANCHORS x, x x x - z z x z x -% ENDPANEL END PANEL _ J� ANCHORAGE ANCHORAGE ' x x x x x x u z u 6-MAX, ANCHORAGE (BEE SKETCH BELOW) (SEE SKETCH BELOW) �yp•^a2'u x �•aT ANGHORAGE�•a2 CENTERLINE 8"MN(^VP.. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2-04• 24'MAX. EXAMPLE: S-PANEL.2 TRACK. 90°OUTSIDECORNER-DXX/XXO-EXT MOUNT POCKET ANCHORAGE PLAN' O.C. 48'x96"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) 5• SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: 48" CENTERLINE OF NON. . INTERLOCK HEAD & SILL: 8' MAX. FROM FRAME CORNERS. PANEL SEE"Q5"CLUSTER USESPECIFIED CLUSTER FROM APPROPRIATE WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-B AT EACH INTERLOCK AND F'ORINTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL •+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3.5" ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EzrE'^OR HEAD OR SILL IFA SPLICE 21" OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. a nemplyln8 rvllh the FloHtla BuBEing Gotic NDA-Ha. 17-0420.12 5.64" Ex tian Dam 2/17/2020 p'va 6' MAX. By Mlam-Da rotluct Centro AN LI2 - JAMBS.(P-HOOK) K) UTILIZING 6ING X. AN FROM QUANTITIES BOTTOM, ES MAX. ANCHOR PAIR PRIATE ,C, (JAMTABLES, S), 14" MAX. ANCHOR ANEL 2 O.C. OKHOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMS --'.2" ANCHORAGE ANCHOR PAIR REQUIRES SEE °LS, CWSTER ENO PANEL CENTERLINE CENTERLINE ANCHORAGE "C6"CLUSTER, SEE DETAILS, SHEET 10 DETAILS, SHEETII �OF FOR ASTRAGAL I —OF (2 ANCHORS) B• INTERLOCK ASTRAGAL �� MAX 1 -�I I F+- 3 5" I I LYN/p y A I Y z z�"ANY UCENSF•.,(��p�� • J xt';'• E%TERIOR v I�CENTERL/NE "+2•ANCHORAGE I,—CEMERLINE .+p��gNCHORAGE L�CENTERLINE =1}; No. 58,05 '•," I OF PANEL 3 I OPPANEL 4 I OF PANEL 5 * - SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ,pm TEdMOLDOyDRNE rv. vsvlcEns,an 'O _ �'.. `� (��r ;• o_; K� FT TE F (elDaeo-,mo ANCHORAGE SPACING&EXAMPLE PLANS :'W�/� i C&'+. /OR10P,.+• oiwn CERT.OFAIIo)7g9290 SERIES77DALUM.SGO-LMlMPACT%S;ONALENGx. JRu C CORRECTFDEXAMPI£T011PDAiEOANCHORVAWf3 @,�pq¢a�P� r xG A LYRE JRx iN10/14 ® 30D.)10 NTS 9 ✓ 22 PGT0190 M705 S RAGAL OR I..S LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK+-] IF NEED D INTERLOCK-1 CONDITION, USE CENTERLINE I CENTERLINE 'C6°CLUSTERDETAII) 3.5" 7' 7° 1.75° " yy---- CIA 2.04° 2.04• ipi 7• _ O 4 DIAG. 7" EXTERro EXTERIOR R� V 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL V Col ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER \ ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRR) ASTRAGAL OR SPLICE LOCATION INTERLOCK---]F NEEDED CENTERLINE I 3.ftO B EXTEFRLOR 7" v 3-TRACK FRAME HEADISILL O ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4h ASTRAGAL OR I�SPLICE LOCATION INTERLOCK-H IF NEEDED CENTERLINE ! ' EXIERIOF V 4-TRACK FRAME HEAD/SILL (oI ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, G4°) ASTRAGAL OR (FOR SPLICE INTERLOCK ---I CONDITION, USE CENTERLINE "CO' CLUSTER DETAIL) 2.04' EXTERIOR 4'DIAG• 7' 15 3-7RACKFRAME INTERLOCK ILL ASTRAGAL OR WHERE 5INTERLOCK. (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, °C5") 408" ASTRAGAL OR I(FOR SPLICE INTERLOCK�'I CONDITION, USE CENTERLINE I "C6' CLUSTER DETAIL) -^ 3.5" t - ASTRAGALOR SPLICE LOCATION INTERLOCK-1-IF NEEDED CENTERLINE 1.75, W4"R6. 2-TRACK FRAME HEAD/SILL KD ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, MW) 6° DIAG. 2.04" EXTERIOR 21° MAX. O.C. 2V 5.64" MAX. O.C. MAX. �2-TRACK ASTRAGAL OR LOCATION -.SPLICE INTERLOCK IFNEEDED 201 CENTERLINE 3.5" 7' 21" 4-DIAG. MAX' D.C. 2.04" 7- ---.4 35' 1- 3-TRACK FRAME HEAD/SILL (rp ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, OO NOT CENTERLINE ' USE THIS DETAIL) 3.5" 1- -- 4" DIAG. 2A4" 1" 5,37"DIAG 4.08" E%TERIOR 7' EXTFT�RIOR 4-TRACK FRAME HEAD/SILL �J (a@ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5') C .. OFAVTN. A]➢169 2.04" 2.04' &' MAX. 2.04' 6' MAX. DIAG. I 4-TRACK 6" DIA.G. FRAME JAMS ExrEalon ANCHOR PAIR ANCHORS MAY BE INSTALLED _ EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) -1 NOTES: 5.64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. �( ALLOWED, I 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT I 3-TRACK FRAME JAMS P-HOOK SEE SHEET 9. ANCHOR PAIR PRODUCTREVISED mp10 tl wIt6 t5c Plarltla FORSPLICEDN N0A-N. E CONDITIONS ONLY: Noa-xo. 97.0420A2 SPLICE LOCATION Expiration nato 2/17/2020 IF NEEDED 3.5' "� MYaml-Daa�Proauet control 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE ANCHORS ARE REQUIRED, •C8•) WITH & WITHOUT SPLICE CONDITION saI I NTS 1 10 a 22 1 PGTO730 cz No. 5B105 '0 y151% 0,�•. STATERION ONAL D r G A.LYMMILIER.PE. RE.D RTM 2.04° 2.04• INIERIDR 2.04' INTERIOR 2.04" °+1•gNCHOR I6.12" INTERIOR 7" CORD, 4° DIAG. 0.94" 8.12" 6.12" 3.5° 3.5" INTERIOR INTERIOR T 1 RIO INTERIOR 90 3." 0° J. 1 i CENTERLINE EXTERIOR XTERIOR 4'DIAG. 4"DIAG. OF PANEL 3.5" 4„ 3.5' 4° 3.6' 35' 4„ '+2"ANCHOR 2,0q" EXTERIOR 204. 7" 2�• EXTERIOR 4" 2.04" T' EXTERIOR MEWOR Q,94` 2.04" GO'CORNER 90° CORNER 135" CORNER 135" CORNER 4° DIAG, 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3 8:71 1 " (USE WHERE 4 CLUSTER (USE WHERE 6OR6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5OR 0 CLUSTER CENTERLINE ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED, "OE") ANCHORS ARE REQUIRED,"94D ANCHORS ARE REQUIRED,°Cb°) I`OF PANEL 4.08• E�RpR EXTERIOR*LN 4.08" '+1"ANCHOR "+3'ANCHOR 4° INTERIOR 90° 7" 2.04" 4'DIAG. E EROR3.5"4.00' 4.7�� 76.3]' O G. CENTERLINE CENTERLINE I OFPANEL /�OF PANEL 2-TRACK FRAME HEAD/SILL TERpR3'5"4 1-JON INTERMEDIATE ANCHOR LAYOUT ]n EINTERIOR "+2"ANCHOR 90°CORNER 135°CORNER EXTERIOR ALL I7 VIEWS 3-TRACK CLUSTERRAME REQUIRED 3-TRACK ANCHO CLUSTERRAME DISILLREQUIRED V ("CB"ANCHOR CLUSTER REQVIRED ("C6'ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED pa pomplyln99 with the Florida INTERIOR 6.12° INTERIOR 2.W 9ulltlln9 Coee NOA-No. 17-0420.72 Eap4a0pp Date OV17/2020 4. EXTER1oq 588" OF INTERIOR OF PANEL Dy= _ mmml-oaa a,atcomm- 04 INTERIOR g0° 4° 3.5" 135° "+3'ANCHOR T" 0.12° IAG. 0.12" 3.5" 4.08' 7" EXTERIOR 3.6" 4" 3.5" ° nlnn 2.04" 4-DIAG. 3.5" ]° EXTERIOR 4 I �� Y LV ...� EXTENOR 204„ CENTERLINE `� ��p..... . 90°CORNER 135°CORNER �OFPANEL,!'�ICENSF'�( 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED ('28" ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEADISILL *r No. 50705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT NOTES: (3-TRACK SIMILAR) - V I, y_71 2.0 TAILS DEPICT ANCOHOR QUANTITY AND SPACING, AND WOULD BE WN ARE BASED ON MINIMUM ALLOWEDIprvcwn a.,rtm. �pO,O+� rppl�� IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. fuO+eRIeoo AIL I^\yl/�ry�J�I ANCHORAGE, EXAMPLECLUSTERS '�F`ss., VAL .m o407 wC NO GRANGES THIS SHEET. cERr. aFaumenzve U® ""`"m"ES 770ALUM. SGD-LM IMPACT "''I N, IEN�3`�� ° sco-no N7S if a 22 POT0130 C a.L �SBTOS P.E. JR fOMtVf4 .vausenu�re,. SEEANCHOR NOTES, SHEET 1 (1/4° MAX.) EXTERIOR 2-1116=11ISTA�MCIE: EDGE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 2-TRACK FRAME SILL ow WOOD INSTALLATION EMBEDMENT: SEE 1 TABLE A, SHEET 1 ~ —J. 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A, SHEET7 NOTE3,SHEETI 2Ins° & TABLE A, SHEET 1 - EXTENOR ,j IX MAX. SHIM E 2-TRACK FRAME JAMB Gr WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET i EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116"• 1l4" o� MAX. SHIM 2X WOOD /WOODANC TYR, SEE ANCHOR L SEE ANCH( NOTE 3, SHEET 1 & TABLE A, INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2.1116• iJq° �] MAX. SHIM TABLE A, SHEET /WOOD ANCHOR TYP., 2XWOOD —SEE ANCHOR NOTES NOTE3, SHEET 1 TANCHOR &TABLE A, SHEET NOTE 3, WOOD K FRAME HERO %WOOD INSTALLATION HEAD ®w WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A. SHEET 1/ NOTE 3, SHEET SEE &TABLE A, SHEET I/ NOTE 3, SHEET ANCHOR NOTE 5, SHEET 1� (1/4" MAX.)XT EERIOR T 2-1/16"• EDGE DISTANCE: SEE TABLE A. SHEET 7 EMBEDMENT: SEE TABLE A, SHEET I Vw 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: 2X WOOD SEETABLEA, TYP.,SEEANCHOR SHEET7 NOTE 3, SHEET 7 2-1/16"' WOODANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EJ T1 OR V 1f4•MAX SHIM -. II WAT.. O,A p 96 EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: SEE TABLE A, SHEET 1 ---ter 2-11161' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1 J4" MAX, SHIM METALTYP., SMS ANCHOR TYP., SEEANCHOR SEEANCHORNOTES NOTE 4, SHEET &TABLE A, SHEET 4-TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., METALTYP., SEE ANCHOR NOTES SEEANCHOR SEE & TABLE A, SHEET Y7NOTE 4, SHEET NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL ORWOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. • DIAGONAL O.C. IS MIN 4• (HEAD & SILL) OR B" (JAMB) SEE DETAILS. SHEETS 10 & MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE SHEET 1 (1/4-MAX.) T Exrealoa I EMBEDMENT. SEE TABLE A, SHEET 1 2-1116" ° EDGE DISTANCE: SEE TADLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET t s eomplyln9 wlt6 iM10 Florl6a 6a1141n9 ce4a 17-0420.12 NDA-No. EDGE DISTANCE: Expiration Dale 02/17f2020 BEE TABLESKEET 1 A. METAL TYP., SHEETI ay NOTE 4, SHEET 1 2-1/16" SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 THREADS Ex1EaIOR U__ BEYOND THE METAL SUBSTRATE 1/4"MAX. SHIM 4-TRACK FRAME JAMB Iw METAL INSTALLATION s5 m I NTS 112 + 22 �iFS 'F(ORION.- iSA�NIAI 1L,1 P. LYNN MILLtR P.E. P.E.A5005 CO RETE*SEESEE EDGE DISTANCE: SEE P TABLETABLEEETI CONCH E ,SHEETI1 B"' PER TAS A, SHEET EXTERIOII':MBEDM21}4 114" EXTRIiEE TABLEAL MAX.SHEETISHIMYPROPERLYTE ANCHORTYP., PR1 WOOD BU.,HOR NOTES& WI ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANC ® 2-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CO. SEEANCHORNOTES& WOOD BUCK TYP., SEE TABLE A, SHEETI ANCHOR NOTE 3, SHEETI SEEANCHOR SEEANCHOR NOTES SHEET NOTE 5, I (V4" MAX.) SHEETI T 1 (1/4"MAX) E%TEWOR - EXTERIOR 2-, 116 2. EDGE DISTANCE: CONCRETE SEETABLEA,SHEETI PERTABLE EMBEDMENT:SEETABLE A,SHEETI A, SHEETI E ®2-TRACK FRAME SILL Dc CONCRETE INSTALLATION EMBEDMENT: SEE CONCJ TABLE A, SHEETI —`I.. TYP., PROPERLYSECURED !� EDGE DISTANCE: NOT 1X WOOD BUCK TYP., 5 SEE TABLE A, BEEANCHOHNOTE3, SHEETI SHEETI CONC./CMU ANCHOR > 2-1l18^ PROPS TYP., SEE ANCHOR 1XWO NOTES & TABLE A, SEEA A SHEETI CONCRETE [EXTERIOR ORDMU I V1/4'MAX. SHIM �� PERTABLE A, SHEET 1 NO EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A. SHEET, CONCRETE SEE TABLE A, SHEETI SHOWN ARE BASED p-1778 PERTABLE piflg ON MIN. ALLOWED. A, SHEET 1 I/4" • DIAGONAL O.C. IS 1 rVrMAX MIN 4- (HEAD & SILL) SHIM OR6'(JAMB)SEE 1lq. DETAILS, SHEETS EXTERIOR 10 & 71 MAX. SHIM 'ERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYR. )D BUCK TYR, SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE SEEANCHOR NOTES& OR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION Cc CONCRETE INSTALLATION ETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX ? ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET, E%TERIOR 1 I •' �21118 • CONCRETE PER TABLE EDGE DISTANCE: TABLEA, SHEETI EDGE DISTANCE: PER TABLE SEE TABLE A, SHEET 1 1 A, SHEETIEMBEDMENT: SEE TABLE A, SHEETI ,ON 04-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEETI nrr-ryT DMEN SEE : EE SETJ 4B EA5 W !' EDGE DISTANCE: M ANCHO SEE TABLE A, ANCHO SHEETI S TABLE Wi SHEE I r:, 2-11 V SEC ED DBUC TYP., HOR OTE 3, CONCRETE SHEETI OR CMU PERTABLE A, SHEET 1 114"MAX. SHIM F+--- 3-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION IOlO Trcwva.ocrwenE N. EACERWM ( n� r mgyt few CERi. OFAUTH OIBXB fL'rJ"/��,�-7, EDGE DISTANC SEE TABLE A, SHEETI SHEETI CONCJCMU ANCHOR 2-1116"' TYP., SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE ORCMU EXTERIOR .!'. PERTABLE fl ,y A, SHEETI 1/4" MAX. SHIM 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ,NCHORAGE DETAILS' IERIES 770ALUM. SGD - LM IMPACT `-`Ow sco-ng NTS 13 +22 P0T0f30 I C A, SHEET I PRODUCT REVISED plyying9 with 09 Florida BPII4ing C0 a NOA-Ne. 17-0420.12 e%plralien 0a1e 02117/2020 * ; No. 58706 i FS'/O ORIOP..ac' E p�S1N NAL nog• A LYNN MILLER, P,E. P.ENSSNIS INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET i SEE TABLE A. (ALSO SEE TYP. SHEETI N---,—TABLE ILLUSTRATION, SHEET 9) DISTANCE: SEE A, SHEETI EMBEDMENT:SEE TABLE A26 EXTERIOR SHEETI PHOOK WOOD ANCHOR TYR.V pHOOK SEE ANCHOR NOTES -/ & TABLE A, SHEET 1 CONCRETE OR,/ (ALSO SEE'fT'P. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET I EDGE DISTANCE - ®P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS 918, 920,422 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYR, SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS TABLE A, &HEET1 [- ANCHOR TYR, SEE BEYOND THE METAL ANCHOR NOTES A, SHEET SUBSTRATE 26 &TABLE A, SHEET EMBEDMENT: (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION, SHEET I SEE A. SHEET C SEE TABLE A, DG DISTANCE: SEE SHEET1 TABLE A. SHEET P-HOOK SMS ANCHOR TYP., / EXTERroR SEE ANCHOR NOTES J & TABLE A, SHEET 1 15 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P-HOOK FOR USE WITH BOX SILL RISERS - w PARTS #19,#2.1,#23 OR#25, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY O OFAVTH 6M2M EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE 28 ANCHOR NOTES & TABLE A, SHEET 1 .' 1-1/4° MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING `-;p ADAPTERCONC./CMU ANCHOR TYR, SEE "'"��•'""'•''''' ANCHOR NOTES&TABLE EMBEDMENT: SEE A,SHEETI TABLE A. SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #16, #20 #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING EMBEDMENT:SEE ADAPTER CONC./CMU TABLE A, SHEETI—� ANCHORTYP,SEE ,..I ANCHOR NOTES&TABLE SHEETS) 1-1/4" MIN. EDGE DISTANCE NOTE&: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET I FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-S FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. P-HOOK CONCJCMU EXTERIOR ANCHOR TYP., SEE fl ANCHOR NOTES & TABLE V T2693TIMIN. A, SHEET 1 (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ��111111111// P-HOOK FOR USE WITH BOX SILL RISERS 5 .` 4........,N2 Kc PARTSETEINSTAL OR 925, S UOEN@' '• CONCRETE INSTALLATION EXTERIOR � �� 6 (SEE TABLES IA, 2A&3A MOUNT �No. 53105 FOR WATER RATINGS) ONLYFT = ; ANCHORAGE DETAILS�SS.'A��RIOA,. -, SERIES 770ALUM. SGD-LM IMPACT ,o/�ALIEN` GGD-m NTS 14 a 22 ��^' PCT0130 C 0. LYNN MILLER, P.E. P145 OS CONFIG. EXAMPLES HEADER DETAIL 'N, SHEET 18; INSTALLATION DETAILS'AvIr&'AC',� NOTES; SHEETS 12 & 13 1) ESE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DPIANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER OP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dm/ &'Do', SHEETS 12 & 13 MAX. UNR�_ WIDTH MAX. (�- OLO_ wIDTH PANEL PANEL PANEL TYPE TYPE PANEL TYPE 'QS' 'AS' TYPE 'm' PANEL 35 NOM. PANEL / / WIDTH TYP. SEE PER NOTE2 TABLES I3 a x x NOM. PANEL WIDTH TYP. PER TABLES 13 INTERIOR EXTERIOR ` 90° CORNER DE TAIL NZ, SHEET 19 &CORNER ANCHORAGE SHEET II' MAX. UNIT MAX HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 HEIGHT TABLES EXTERIOR INTENOR 1 13 9a° EXAMPLE; 90° INSIDE CORNER 4 PANELS - XX/XX RILICONE PANEL CORNER FRAME CORNER DETAIL DETAIL Partft Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT With Hot Melt Bulyl See this Sheet for 128 Quanex Omseal Spacer Materials 127 Cardinal X. Edge Spacer REFERENCE, rEST HWVKIS: r I4nn r, ash" a nnry 1. M! JAMB AI SHEET — JJ. 18; INSTALLATION DETAILS J 'Gw' 8'Gc', SHEETS 128 13 DLO WIDTH = NOM. PANEL WIDTH -7° DLO HEIGHT - DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT- 1.850' WITH DESICCANT PRODUCT REVISED PS complyinggwith the Florida INT. GLASS Bung Cotlo NOA-Na. 17-0420.12 ,to KODISPACE 4SG TPS ,es SUPER SPACERONXTT" Enplral��a. 2117f2020 By ALUMINUM Mlnml-O Pro ud Contra REINFORCEMENT pOL,Cs0.VDJC�T FILLARFABUTYLENEFVIM. 5116"NOM,sEALBUTYL & LICONE SEAL ESICCgM ROLL -FORMED FOAM STAINLESS STEEL GLASS EXT. GLASS-N .`\\p l l l I l llq,. IKI/ —.N.. "''"o' "C/i —INT. GLASS 1� DURASEAL@ SPACER XL EDGET"SPACER LFRAOFAUfNYlBIb 11 I ,—H. I JCrt/CJ / /V AILVIV/. JVV - LIVI /Iv/!"nV I ramnuaaenn L-I \ \� J, LL�J . SG w1 a,wow p.RNM vc soo-no N75 f5 +12 POT0f30 .ULgr.Xn n-auen * No. 58705 D : 8, 0 sTA l O 6I�,: (� i s''F�ORION + YONAL 1>NG• N LYNN MILLER, P.E. P.E.R5B705 CONFIG. EXAMPLES INTERLOCK /-'M'. SHEET 19 FIXED JAMB DETAIL'G2', SHEET 18; INSTALLATION DETAILS'GW &'Go', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL W, SHE DETAILS'L1'& 18: INSTALLATION DETAI L2, SHEET 19 'AV &'Ae, SHEETS 12 & PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' -D' 'A' MA NOM. PANEL UN HEK MAX. WIDTH TYP. SEE PE TABI DLO PER TABLES NOTE 2, i-: HEIGHT SHEET15 a O x JAMB DETAIL'03', SHEET 18; ON DETAILS'Gw' &'Gc', SHEETS 12 & 13 HEADER DETAIL W, SHEET 18. /-INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 C T HT SILLDETAIL 2 D', SHEET ES 18; INSTALL DETAILS SHEETS 12 MAX. DLO PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE A 'CS' 'QS' K MAX. UNIT NOM. / HEIGHT // PANEL PER MAX. WIDTH TYP. / SEE TABLES DLO PER NOTE 2, 1-3 HEIGHT TABLES 13 SHEET 15 a ` 8 73 X X X SEE FRAME & MAX. UNIT WIDTH \\ M1 PANEL CORNER SILL DETAIL'D', SHEET 18, — MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS . DETAILS SHEET 15 (2-TRACK) 'DW &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) ASTRAGAL DETAILS I9� i' & INTERLOCK DETAIL M', SHEET 19 JAMB DETAIL'11% SHEET 18; L2, SHEEINSTALLATION DETAILS'IW & JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 128 73 IA INTERLOCK DETAIL M% SHEET 19 90° OUTSIDE CORNER DETAIL 'N1', SHEET 19 & CORNER ANCHORAGE SHEETII INTERVR Ex ERI R NOM. PANEL WIDTH P. PERTABLES UNIT WIDTH 13 •-1 INTERLOCK DETAIL M, SHEET 19 In, SHEETS 12 & 13 HEADER DETAIL'C', SHEET • •HEADER DETAIL , 18: INSTALLATION DETAILS 'B', SHEET 18; 'Gh' 8'Cc', SHEETS 12 (. 13 -JAMB DETAIL'H2', SHEET P-HOOK DETAILS' &'K', SHEET `✓ 18, INSTALLATION DETAILS 19; INSTALLATION DETAILS W. INSTALLATION JAMB DETAIL'S2', SHEET 1B; INSTALLATION DETAILS Shy, &'Bc', DETAILS & W, SHEETS 12 & 13 'HW 8'Hc', SHEETS 12 & 13 'Jc','Kvf &'Kc', SHEET 74 PRODUCT REVISED SHEETS 12 & 73 no ---plying with the Florida MAX HEI P T 1 TAB WK. UNIT WIU IN PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I .R, ,L, M. ,F, I 7 . UNIT, NOM. L. GHT Eft PANEL WIDTH TVP. DUI1C[n9 co 0 17.M 71202 Expiration Dam 02/17/2020 miamT-Datla � ro`auat cene.m AX: IT GHT R EI 3 EXAMPLE: OXXXp SILL DETAIL'S', SHEET 18: EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 'FW &'Fe. SHEETS 12 & 13 COU.. OFAM..=98 r^--MAX. UNIT WIDTH -�-� PANELTA. PANEL PANEL TYPE TYPE TYPE 'F.'P' M NOM. UN PANEL HEIWIDTH TYP. / PE SEE MAX, PER TAB —NOTE 2, DLO TABLES I-3 1- SHEET 15 HEIGHT +� X 0 soo-no I NTS 1 16 a 22 PGT0130 IT * : No. 55185 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FLED LOCKSTILE AB RAG A9TPAGAL ASTRAGAL Box OUT ASTRAGAL BOX IN NOT CORNER 90 LOCKSTIIE EXT CORNER 90 LOCMIUE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EX roRNER EXT CORNER 36 RECEIVER INT CORNER 136 RECEIVER TYPES OUT IN SnLE W/HANDLE BOX OUT BO%IN WIINAND_LE WIHANDLE W/HANDLE WIHANOUS WIHANDLE WMANDLL ECCUNER 90 BE W/HANDLE WIHHAAANDDUE01 -71=—� _� 3 - On ULJ mzp a1 d61 a1 e ael� as ne1�jJ" SINGLE INTERLOCK�- F PP K TR TQ TC TA TV TW BUT N� ,B SINGLE INTRLLOCK 8 E P A C l/1 iC [� SQ �Y%� SC �Y SA SV [1 SW IN M.C. (mXN/ FI UED RR R 3 3 FD FC FV FW smE muu,n renXAp L"'U"'LE D M J J WIHANDLE 0axcp0 Aa'Nq V.I. EL ASTRAGAL Box our LR PANEL NOTES, ` wi naupLE ,,ow'. -. 1. SEE DP TABLES I-3, SHEETS 6-8 FOR PANEL SIZES B DESIGN PRESSURE. Ir— ASTRAGAL BDXIN LEFT /� 4NL ETRIOR RIGHT W/HANDLE 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J �eaxw I' PANEL __FF��EXTERIORAND PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F-. ASTRAGAL T U STILE V STILE ARE NOT AVAILABLE. U) .6OXOUT 2uovrl 3. SO- ASTRAGALS TO USE HEAVY-DUTY STILES {— ly ASTRAGAL T (ft(BAKWD EITHER TORN 119) OR INTERIOVER 18)AND CORNS PANEL"E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (N120JCORNER U APPLICABLE REQUIREMENTS. U.] BOXw STILE/ASTRAGAL ASTERIOR(p118)ORINTERIOR ASTRAGALS. J IWCOMER reaevo At`A' HEAVY-DUTY STILES 9ACKSBLE RTclJ (081)AND CORNER ADDON (031).n LU WIKANDIEa SILL RISERS OPTIONS .23Y Z EXT CORNER 90 LOCKSTILE QT QS {1-� 23Y' I Q D. Y✓II4WDLEay1q IXTCORNER p01 90REOEIVER W/HANOIE g119 CT CS 23T ExTEROR PRODUCT REVISED IY- EXTERIOR EXTERIOR 23Y EXTERIOR 082. /� .082' naNdomplYl" with the Florida a ,O6Y' `r SAW 4J 4.Ofi5' NOA-No.`oae 17.0420.12 Y555" INT CORNER tl81 W RECEIVER AT AS DF 1.56T�Y Jl. EePiration Date02/77/2020 11 _ v — W/HANDLE W RECENER 18 90 RECENER -L� CF ^FLUS 2O SILL LOWRZSEz^ FLAT By Mla pa Product Control , 22 MEDUSILL ISER M, 3-14°AT SILL 24 HIGH,4'ER FLAT EXT CORNER E)(REORNER p�1EXTEROR VT �F V3 EVF -�-�{ I-�-I -y ]�' EXTERIOR 760" EXTERIORW/HANDLE NT CORNER /�J�� 35RECEIVERu WT �Y WtS �- a .OBZ"O6Y EXTERIORI 4.p5G a .p62' a WI NaNULE aB _" 1.60T WT 2.555 3305 f \��.......... ... �i �INtl ` UCENSF ••,(�� [9' SILL RISER, BOXI' 21 SILL RISER BOX O SILL RISER.14, 26 SILL BOX `*; Np. 58706 MEDIUM)3-1/4" HIGH 4" FLUSH.1-1/2" LOW, 2-12° `RISER. ' NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS B-B 'A. INBTELNNIXDGYORNE oame.. KVENICE,FL.H1l5 PANEL TYPES :�.(r'•.• F °%�NALn JR OA'9611] C� NO CHANGES, MIS SNEEI. CF--OFADTR@9la6 SERIES 770 ALUM. SGD-LM IMPACT RJR INIW14 ,,a ,remn '°`Lwm"'"a, a e vw.,"a �, u. m.,vw. ,LYNN MILLER FE. m SGD-]]9 NTS 17 122 POT0130 C P.EAfd105 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) ^t0a FULL PANEL JAMB LENGTH 14 1"OFJAMBv 5 G3 50 oR Bi 50 oa et 2-TRACKJAMS ct 2-TRACK JAMB (SHOWN CL PCL 005 WITH 6°LONG OPERABLE 106 @ W/RETAINER#106 ) 113 MIDSPAN (SHOWN WITH PANEL S FIXED PANEL TO ��FF�LE%TERIOR f03 OCK PAI�� THE INTERIOR) V— n3 >551oL aEXTERIOR 14 15 112 t23 FULL LENGTH 40 ca glax&4• OFJAMB 2-TRACK JAMB 2-TRACK JAMB SMS,X3 CLIP#BOOR#105 51 52 W/SCREEN 6• LONG W/ RETAINER #123 30 (SHOWN WITH MIDSPAN BO OR Bt FIXED PANEL TO 53 jj E RIOR THE EXTERIOR) V� 121 SEEDETAILONSHESTIS '5E%TERIOR121 SEE DETAIL ON SHEET 15 EXTENOS a SHOWN WITH ®2-TRACKW/SCREEN OPT. SCREEN A FRAME HEAD TRACK ' E%Ta 2-TRACKW/SCREEN U FRAME SILL REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 3-TRACK \,V FRAME SILL N VFNILE, A.=71 po),w"w0 65Rr. OFAUW P393B8 15 5 SEE DETAIL G7 FOR FIXED 80 PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP lJ 1l 60 OR 51 ,U JTERIOR fI_EMERIOq 1�EYTE ""' -— 3-TRACK JAMB 3-TRACKJAMB 4-TRACKJAMB 4-TRACK JAMB Ht (SHOWN WITH ®(SHOWN WITH It (SHOWN WRN I2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) EXTERIOR a I ®4-TRACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 PRODUCT REVISED plying wIlh the FION4e 9e1141ge cafe NOA-No. 17-0420.12 >d-; Np. 5B705 _.. _-._.. _ ..--..... ....__.._.. [mmpMO&e A.LYNN.0.ERPE. bwwk " w wnoy. n.0 a 4s. vcrunvsrnF.e...c ® Go-n4 NTS IS x 22 PC T0129 C PENM705 Jft Ob2d14 _ wxwrrs.aesEmmn ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �� -/ � wreRloR 81 119 118 n n. 30 T/H i1J Eb! — `- — �1 3EXTERIOR EXTERIOR a STANDARD ASTRAGAI-1167 HEAVY-DUTY ASTRAGAL B6 u WITH STANDARD STILES460 WITH HEAVY --DUTY STILES Ri1 2TRACKSHOWN�ER EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) © A O� 135- OUTSIDE CORNER Ot 2-TRACKSHOWN INTERIOR V EXTERIOR 9135* INSIDE CORNER 0� 2-TRACKSHOWN ERIOR NTERLOCK &u w ' ITEM 61 (HEAVY-DUTY 1+ (STANDARD STILE) ALSO (STANDARD E)ALS0 ARD STILE) 90° INSIDE CORNER APPLICABLE, SEE TABLES E N2 2-TRACK SHOWN 1-3. SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED Plyingg with the Florida BUI1Jl,o,o 31 OG(PART 17-0420.12 1581 UT-11 NOA-No. Q INTERIOR ItaPi-tI.— 17/2020 v R cmr. aFAUTHsaeas5 SERIES 770ALUM. SGD-LM IMPACT a. ""IIjjP' RJR Oib4NT C NO CHANGES THIG G!lEET. nmmabomo u�.ru _7 A. LTNN MILLER, P.E. 22 PGTO130 G P.E R50]05 NOTES: i) ALL ALUMINUM = 6063-T6 2) ITEMS # 33.39, 56-59, 66, 78, 64-99, 721 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 EMS OR 3116' MASONRY ANCHORS @ 24' MAX. O.C. PRODUCT REVISED aY complying with the Florida Dulldln9 CCoEE x0A-No. 17-0420.12 Expiration Date 02/17/2020 Miam Da roducl Control 111p V11111 //r No. 58705 fma}FrlwOLDGvnarv£ .w.• 'O't� '. < E ]4/` N. VENICEFt.W76 PARTS LIST'•.�ORIDPy'G�t'`� CE CFAIROKCAN SERIES 770 ALUM. SGD-LM IMPACT i�'S1, j1�N\1� _ ro.Mw _ 15'°1°w' 'mP1r' mwtI PITS 20 N 22 P010130 C A. LYPE.x58105 P.E AuaumAesmwa Item DwGT# Description NOM111110 xa lR 04NY/] xAA.. C NDCNANDE31XI53MEEi. JR iWiBM4 ce.eu 1 11308 2-TRACK HEPO 2 1]303 2--TRACK XEPD WITH SCREEN RAL 3 11309 , J�TRACK HEAD d iMl2� 4TRALK HEAD 5 113N iRAME SCREW COVER 8 1T31J FRWMENEAOLt4MBAOD-0N]1TJ01&TRACKSILL01t3012--TRACK61LLWRHSCREENPA0.9IT30]l1iWCKbLL1011310 MTRACK SILL 11 1T313 Oi1313 FRAME Item pG,GT# PGT# De6criplidn 80 1T325 ef]a25 TLE 61 1)J26 611328 TLE (HFAW Wtt) 82 1)32] 61]32T 0(ADAPRIR 63 1225 6N210 BULB WbiP.-THW (MSDEtNIERLOtl() O�E�ERMIUP�NSNUN 64 1]� TI]29 WEATIERSTRW PAD 05 1]32B BRJ2& CK bCI1EWCOVER 0] 1T329 61T329 L BB 11339 B1T379 Ui1'ASTRAGAL 09 1]324 01}324 TTOM RAIL 10 1]350 19350 RSTRIP E%fENSDN BNJECRDN MOWED) ii 11895 1-V2"%1"%Y4'NMH FN SEAL OUSTPLUGS ' ]2 TB153X TANDEM ST STL. ROLLER ASSV. )a )B153N TANDEM NYLON ROLLER A65Y. Id SLICONE OOW4f99, OOW-9350R GE-I]OB ]5 T81B5% GFMMIMORTICE SPLV WAL LOCK WRANO TRUA PIATE )8 ]f0]2X1FPF%CI0.32X1"FLSBSCPEWW/TYPEF°TWTI N617W4435 t103239 10323TE¢21NC ILNMT9 01]JSTI'10BEAD60 01T359 ]H6nFADIFIYEDPANELCLPBi61]380 9I18BFAO B2 BIP21tKVNYLSULK WEAlHER51RIP03 1i95 LOWE NG,LT'%1118"SGL bNE ADR TPPE, PDLYLTI. 100 0052 48052 ROLLER ADJ. HOLE PLUG ' 101 12CB1 AMB BUMPER ' 102 159E 11698 WST PLUG 103 8108 TBIBB% I'KEEPER WI 053 150CEEP SCREEN LOCKKEEPER 105 1i314 OtT341 FIXED PANEL CLIP-6'LONO 100 1T352 61T352 FIXED PANEL RETAINER -NI&' 10T 1]39 ]ilJ9 HANDLE KIT-NIERmR PRISED WITH THUMB TURN 1p0 1]90 itid0 HANDLE NR-PARED E%IERIOR HANDLE 109 1]]f TBI62SN HANDLE KR-REfE3SED NTERIOR W/fH THUMB TURN 110 1]J2 T81]B 144NDlE KR-RECESSED FXIERDft FULL 111 TIOXIdPPSOA%bI0 X3/9•PH: PN. TEK -S.S. /12 1235 01516 WS1P,.D0 %.f]0-FW SEAL 113 1T12 69060 .fOI"X230'fNSEAL 111 )fOX115PPX b10%1-112" is nomPr x1Bxr 11B ]20X1% Y1130X1'S.S. ffl ]20X1f2% Xib-20%1-1fY'6.6. ' 110 1Ta30 611330 9p0EGREE CORNER RECEIVER It9 iT33i Bfi38] 90 DEGREE OU}SDE CORNERA5IRAGAL 120 1]3]B 0111330 WDEGREE INSIDE CORNER AfiTMGAL 123 D35R 81iJ52 fBEO PANELPETAINER, LIB" 5.069' 8.502" o.oso° rr1.211" 1.505" 0.081" 02-TRACK HEAD 84.TRACK SILL (6063-T6 AL) (6063-TEAL) HT- 7� H .198" 1.211" "a"O2-TRACK HEAD Wf SCREEN TRACK (6063-T6 AL) 0.520" -I 0.080" -j 1.505" 03-TRACKSILL (0003-TEAL) L106" 6K4j+ 1.211" 0.081° O3 3-TRACK HEAD .Oe 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-TB AL) I--- 9.142' o.oe - 4.49" -� 0^ 1.217° 1.505' 0.081' qO 4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) +I 1.514" 0.062 7.2fi0' 0.532° " O.OfiO° 1.516" OFRAME HEAOfJAMB SCREEN FRAME SILL SCREEN ADD-0N 1x ADD -ON (6063-T6 AL) (6063-T6AL) SEE SHEET 17 FOR SILL RISERS, NO REQUIRES MIN. 410 SMS OR3176"MASONRY ANCHORS @ 24- MAX. O.C. 0.060" 0.760" 1.990" FRAME SILL SCREEN 13 ENDAOD-ON (6063-Te AL) REQUIRES MIN, 410 SMS OR 3/16" MASONRY ANCHORS @ 24- MAX O.C. CFRT.OFAN/xw. f0 3-TRACK JAMB (606346AL) 1.872" 0.062° 1.079' 0.081" SCREEN STILE (6063--T6 AL) 5.069" ta93• 3 o.oez" 14 2-TRACK JAMB SCREEN OTOP RAIL (6063-T6 AL) (8063•76 AL) 4 4-TRACKJAMB (6063-T6 AL) aw" KTRUSIONS FRIES 770 ALUM. SGD - LM IMPACT 1. awn WiNm NTS 21 -, 22 PGTO130 PIjFes-- 0.875- 1 I 993" L o.oez" SCREEN 46 BOTTOM RAIL (6063d6AL) PRODUCT REVISED 9u1I41..lgiE w6h the Florida NDA-No.� 17-0420.12 * f NO.58705 A. LYNN M41E& F.E. RE W W06 0.718" 0.83° 2.304° 3.802" 3,802,, 0.752" TO { 0.I52" 0.574" i.t63'I 0.885" T-j 0.062' 0.798" 1 JJJJJJ 0.080" 0.052' 062 { 0.264" 0.2.33" 0.076" O5 FRAME 11 SILL 26 28 P-HOOK MOUNTING 29 P-HOOK SCREW 30 SCREW COVER OTRACK OP-HOOK - OADAPTOR OCOVER 0.080" P-HOOK FOR BOX RISERO (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6AL) (6063-TEAL) (,003.76 AL) .155' 2,30' 0.080° 0.830" 1.974° --I 2.44" -- (D 13V CORNER (6053-T6 AL) taes• .080' 1.8]0" 32 135° FIXED MOUNT (11M3 T(i AL) 0,075" L645' 0.126"' W STANDARDASTRAGAL (6063-TB AL) 1.003' 0.757' 0.050' 105 FIXED PANEL CLIP (6063-T6 AL) .660" V O 0.]09" 0.0801, FIXED PANEL 100 RETAINER, 9M6• (6063-T6 AL) 4° 0.062" r 00 125-� sO STANDARD STILE (6063JOAL) j� 4" -�I 0.133° �1L.6If00 1+- 3.t25' 31 HEAVY DUTY STILE (6063-TOAL) 1.739" +y 0.062* � 1 tfia6" 0,325° 0.062" INTERLOCK INTERLOCK 03 ADAPTER es SCREW COVER (6063-T6 AL) (6063 T6 AL) F- 4.125' I(� 0.062' 1.304" 7 (�- 1.050' I-� 1.050° I 0.075° 1.645' .289' ,611" .485" f045" (-- 3.25" .045" .045" �-°- 0.281" GLAZING B0 7116'GLAZING 9116"GLAZING BB HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL TB BEAD(I.G.) BEAD, FIXED 6t BEAD PRODUCT REVISED (fi063-T6AL) (6063-T6AL) (6063-T6AL) PANEL CLIP ( 6063-T6AL) nz o pl In9 wIntho Fmu6o (6063-T6AL) NOA-N �o6a 170420.12 A.826 4i3O.000" 0.708" 2.1490"80"123 FIXEO PANEL 8.621'RETAINER.) 12007 INSIDE CORNER ASTRAGAL O`OYLYWy (E063-Tfi AL)1I090°OUTSIDE CORNER ASTRAGAL. (6063-T6AL) N\CENSF 11B 90" CORNER RECEIVER (6063 T6 AL) (8083-T6AL) * N ❑-9 i J 1 NYF ,, FL 5 (B11)IBSI500 (MR.0FAUMMUN5 6GO770 22 + 22 1 PGT0130 SCANNED BY M 1® St. Lucie County MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economv 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 AHD (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High oct ne Zone. - DESCRIPTION: S es "HR7710A" uminum Horizontal Roller Window —L.M.I. APPROVAL DO NT: Dra g No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 o e 06/30/18, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approva a iami-Dade County Produe ion. MISSILE IMPACT RA : Large and Small Missile Impact Resistant LABELING: Each unit shall bear a p aaen. label with the manufactured or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 Expiration Date: August 23, 2023 8 J� 7� �8 Approval Date: August 23, 201 . ( Page 1 Q_ PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, 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). Manuel er z P.E. Product Contr E aminer NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/29/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 Manuel Pe ez P.E. Product Control x iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLYWRH THE REQUIREMENTS OF ME FOR ANCHOR OUANTIMS, FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE TABLES IY-14 1I�T 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS l23' D.C.1\ INSTALIATIOtTS B VE 39 IN THE HVHZ, THE OUTBOARD LIMJCAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MUIMI-OADE COUNTY, USE ONLY MIAMI-DAOE COUNTY APPROVED --� MASONRY ANCHORS. MATERWIS USED FOR ANCHOR WALUATONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN Ida' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS A 76 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 7K ARE 1-1 Q' THICK OR GREATER. I X AND 2X BUCKS WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TOTHESTRUOTUREWOOD OVERALL / HEIGHT 69' SASH BUCK DESIGNANDWSTAULkRON ISTHERESPONSIBILITY OFTHEENGINEER.(EOR) ORARCHITECTOFRECORD,(AOR). TV VISIBLE `rV, BUCK LIGHT / 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING& FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BEL 34.3/8' SASH DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE --. 6)114' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE ME PRODUCT IS NOT FLUSH TO LIGHT THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. >I DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALB CYCLE TESTING AND GLASS SEE WEEPHOLE TS'BUI PER EI3 NOTES B.OSITAMDESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TRIG SHEET f"- " TESTINGTING AN ANLOADS TYP.F GE XOE ARE BASED NAL C. DESIGN LOADS ARE GAGED ON ALLOWABLE STRESS DESIGN, MD. MA%. DIMENSION: BEEN TORESIST CORESPONDIPGTO THE REQUIRED DESIHAVGN PRESSURE. RESSIN INCDS STRESS INCREASEHAS NOT BEEN REASE PRESSURE. THE 31.6 DEIGN FORANCHO USED IN USED IN ME DESIGN OF THIS PRODUCT. ME LOAD N FACTOR FACTOR WAS USED FORT pDAMIT ION EVALUATIONOFANCHORS INTO O OMOD. ANC ORSTHAT COMET ANCHORSTHATCOMEINTO CONTACT WITH OTHERDISSIMILAR DI SEETABLEG 1B QUIRE ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 22-1R• _ RESISTALSSHALLMEET RESISTANCE. O.C. 9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ICI REFERENCES: TEST REPORTS FTL 1&1091 & 19-769101. ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAFWA NOS &ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.. Glass Type D-xrlpV.n(USad I. Eat -Herb I.A.N OP Table tl I Anchar Table tl 1010% XOX XDIOX ■OX U. HD STD 9T0 HD STD IIWM..MVPVB. 116'AN 2 T 12 1 15 2 v8'H5..09PPVB,f/6'HS 3 B 12 1 16 WlWAN..OW'PVB, JVWAN 3 0 1 12 1 16 4 1WITUG:1/9'ANGP.ARSPACE. 1/0'AN .OJP PVB, 1/0'AN 4 T 12 15 5 1Wi6'UG:110"TP GP,AW6PACE. 110AN, .09G-PVB.1/B'AN 3 ] 12 15 6 1WIW LIG:W10"'AN GP, AIRSPACE. LIB" AN, .080"PVB,11B•AN 3 9 12 - 16 T ITIW LIG: W16"TIP CAP AIRSPACE.1/B"AN, .090"PVB.1/0'AN 3 9 12 18 0 WIS AN..OX` SG. W10" AN 5 a 10 13 14 17 9 W10' HS1.093' SC, WIV HS 5 6 11 13 14 10 10 INIC G:118-ANW.ARSPAW.W16'AN,.OAT'SG.W16'AN 5 6 10 13 14 11 11 1W16-L II.1'TPGP, ARSPACEWI6"AN..090'GG,3116'AN 5 6 10 13 14 17 12 1W16" LG: 1/B" AN CAP. AIRSPACE, IIO" HG, .DSO. SU. NW HS 5 6 11 13 14 10 13 1W16'UG: 1I8"TIP Ca" AIRSPACE, I1V H5_090' SG, 1/6"HS 5 6 11 13 14 10 14 1W16•UG:W1B"AN CAP, AIRSPACE. IIB'HS,.W.I"SG, 110'HS 5 B T7 13 14 1B 15 IIWLY_IGIWIWW GP ARSPACE, I1W H5..WT SG, 116- HS 5 6 11 13 14 18 EU- RVIWHAT .HLNIHYGLM- INTEKUIYEH BY KURARAY AMERICAN INC. PVB-KURARAY TROSIFOLP PVB INTERLAYER BY INRARAYAMERIG, INC. AN=ANNEALED HS- HEAT -STRENGTHENED TP=TEMPERED 6J" OVERALL HEIGHT 6Y BUCK HEIGHT SEE SHEET 17 FOR MTEGRAL FIN ANCHORAGETYPE & SPACING 1Y O.C. 9" I� 69' FIXED VISIBLE DESIGN PRESSURE RATING IMPACTRATING VARIES PER GLASS TYPE. SEE TABLES 2-11 LARGE SMALL MISSILE IMPACT RESISTANT _ ]4-WB"FIXED TOC. VISIBLE LIGHT I 9-MAX. B a I VIDTH max. .0 O.C. —� 12.00_ USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROMASCE7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. ITMUSTEQUAL OR D(CEEDTHE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES I2-18. 4) INSTALLAS PER SHEET 15 FOR RANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET IT FOR INTEGRAL FIN INSTALLATION, NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIHDX). PLASTIC BAFFLE I, IB 5IB SASH FIXED VISIBLE VISIBLE LIGHT LIGHT a � SASH SASH vislut LIGHT LIGHT fWMIPMED 119'BUCK WIDTH CODES I STANDARDS USED: EVATIONS_.......................................1 02017 FLORIDA BUILDING CODE(FBC), BTH EDITION GLASS TYPES TABLE ..........................I DESIGN PRESSURES ........................... 2-9 -ASTM ElW0_09 ANCHOR QUANTITIES............ _......_.. 10-14 -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION/ANCHORSPECS....... 16-17 -ALUMINUM DESIGN MANUAL, ADM -MIS EXTRUSION PROFILES..... ....... ..... ... .. 1S -AISI S10&12 CORNER ASSEMBLY. . . .................. _19 -AISC 360-10 PARTS LIST.. z O m J O W all W H. laay. z _U O Lu W 2 *.r ND, 587D5 STATE OF T . �(CISc.;cCOR..... .fn��v A. LYNN MILLER. P.E. P E Y 58705 Overall Width Glass Type: 1 Design Pressure (IbslftZ) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 1 55" Overall Hgt, 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -05.0 +65.0 65.0 +65.0 -65.0 25" +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 65.0 37" +65.0 .65.0 +65.0 65,0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 49" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 61" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 -65.0 +65.0 65.0 67" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 74" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +63.3 63.3 Overall Width Glass Types: 2, 3, Design Pressure (lbslfe) for XO & OX Windows 6, 7 rd Meeting Rail: Standard 22-118" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall HgL 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 -65.0 -80.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 8D 0 +65.0 79 2' 44" +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 + ve" -80.0 +65.0 -72.2a -.90.0 FOR GLASS TYPES 2, J, 6 & 7 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I - FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. U&-AN GLASS q 'ANGIASS ?SB1T G n' NC TE EXT� R -[- 32 \\ GLASS TYPE 1 EXTERIOR a -12' HS GLASS 4/8' HS GLASS OM. GLASS BITE 1Y16" NOM. GLASS STACK -.090'PVB TP 09P' �...�� 12'N ... . SM. G ASS BRE EXTERIOR EXTERIOR 73 @O GLASS TYPE 5 ,� GLAB W m 4 7 0 C31113I16'AN GLASS IY " E2 O "ay ❑ �o 6 o f a ao0 N Q S fp o LUOWprQ~W oZv Z O: U m GLASS TYPE 3 LA J 0 0 O � O W 13116"NOM. ® IJ x GLASS STACK K y taaa5 FF O m &G�S 5 = W < K Q 66 iJ Z Z O w 0 u =In W Q ❑ ap¢ 'm'ap saua5 ` ONY ...... GEN v;` p * : No. 58706 ✓ .0 : q ",,,,'ONAL 4` 1" �/hIIIIIIN\ A LYNN MILLER, P.E. P.E N 50705 overall Width Glass Type: 4 Design Pressure (lbs/fe) for XO 8 OX Windows Meeting Rail: Standard 22-118" Overall HI 1 37" Overll Hgt. 49" Overall Hgt. 55" Overall HI 1 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 .80.0 37" +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 80.0 49" +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 61" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -76.8 67" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +64.9 .64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (IhSlftZ) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt 63" Overll Hgt. 20" +80.0 -110.0 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9" 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .95.7- 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 NOTES', 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT V FROM THETPJO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SDE. 2) FOR SIZES NOT SHOWN. ROUNDUP TO THE NEXT AVAILABLE SIZE. �L IV16-NOW GLASS STACK AIRSPACE .090"PVB "ANGLASS 1I8"AN GLASS 31 ]4 �OR 1B t2 NaM. G_a LIRE EXTERIOR a 1R-ANOR TPGIASS --11 DX FOR GLASS TYPES 9.12,13.14815 \_Y 1®OR iB GIASSTYPES8.15 EXTERIOR MAY NOT SE USED WITH INTEGRAL FIN • FRAMES n _n GLASS TYPE HS GLASS WAN OR GLASS GLASS SS'rtrT E L 13116-NOM. r--�I GLASS STACK M "SG 1R"HS GLASS 0R NOM. GLASS BILE L IY16. NOM. r--�I GLASS STACK A*OR 10-TP GLASS 741 R.EEXT3@OR3 GLASS TYPE 10(ANNEALED) GLASS TYPE 11 (TEMPERED) vl I�� 1V16'NOM. I GLASS STACK ///��(66N1TTT AIRSPACE 41 �09D-6G &18'ANOR -III EXTERIOR a Ia. NOLL GLASS SITE I/ w Y j - o b ❑Npp oW o 'IW N 0 m p w ¢ O QJO J-. Z W O n 2 ui 7 - 4g �Zm w J 0 W J ¢ m O m ® m IV W K ^ K O = In T.- S w w o z z o n w V J In w K i ¢ ❑ +ns ow LYNty ll' Qr' J '•% S NG. seas - SAT OF 4 /",'ONAL ENG``, 111111111111t A LYNN MILLER, PE RE= TABLES: TYPES 8-15 'GLASS MAY NOT BE USED WITH INTEGRAL FIN '-1100 FOR OLABSTYPES S-13&15 FRAMES GI -ASS STACK r-� Gt SSSTACK GLASS STACK W16-MOR AIRSPACE .090°SG AIRSPACE .590'SG AIRSPACE U9PS HS GLASS 1V AN OR 1M'AN OR XIWANOR .090'SG mVANOR TP GLASS L16°ANGu-ASS TPGLASS 10 HS'LASS TPG-SS 1I5°HS 30 HS GLASS 1 31 QUl55 23 OOR 1 la"NOM. 7@OR 1B 1R•NOM. 21 OR 1e 12'NOM. CUSS BITE GIISS BITE GLASS BITE EXTERIOR kt EXTERIOR EXTERIOR EKTERIOR a a a 32 ®OR 3 70-73 70.73 ®OR 3 ®OR 3 70-73 GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) ./ GLASS TYPE 13 (TEMPERED)✓ GLASS TYPE 15 (TEMPERED) NOTES' 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS• SUBTRACT 1' FROM THE TP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NUT AVAIUBLE SVE. Overall Width Glass Types: 8 thw 15 Design Pressure (Ibslft2) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" 01,e1all Hgt. 37° OTerall H91. 49" Overall Hgt. 55" Overall Hgt. 63" Oterall Hgt. 76" Overall Hgt. -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 0 -110.0 +g0.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +60.0 -110.0 +80.0 -110.0 0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.D -11D.0 +80.0 -110.0 j20"+80.0 0 -110.0 +80.0 -110.0 +g0.0 -110,0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0,0 -109.8' 0 -110.0 +gD.O -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8' Ol Y N 0 E2 O .. N O (0N H wPo < O O a ¢ n QJ O W O ZLL fOD m~ O =w•- R� v � r n J wioi0 .oN r 7 V z oZW u � W J W J Q m O IJ � 0 N Tn IarvS �O 3= w o a c Q J W ] ¢ O P11°.......°4 p' NY LYN/y N0. 58705 . P _, !i"irz S TE' TART F 7' Width Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Design Pressure (lbslft2)for XOX Windows Meeting Rail: Standard 21-1/8. Ovetall Hgt. 29" Owrall Hgt. 37"0mrall HgL 49" Overall Hgt. 55" Overall HgL 63" Overall Hgt. 1%-1/ %4 12.038 - 12.052 +60.0 60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +6D.0 -60.0 +60.0 -60.0 12.053-15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 60.0 49" 1/ -1/2?/4 12.038-13.302 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 13.303-16.675 +60.0 .60.0 +60.0 -60.0 +60.0 60.0 +60.0 -613.0 +60.0 60.0 +60.D -60.0 53-1/W 1/4 1/4 12,038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3 Y3 1/a 14.334-18.050 +60.0 .60.0 +60.0 -60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 61° �%r1/4 12.038 - 16.302 +60.0 .60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 1/ J/a �/a 16.303 - 20.675 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 -50.0 +60.0 60.0 -11, �/4 12.038 - 20,052 +60.0 60.0 +60.0 60.0 +60.0 60.0 +6D.0 -60.0 +60.0 60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60,0 60.0 +60.0 60.0 +60.0 .60.0 22.186 - 25.675 +60.0 60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 7/ -1/2-1% °' - 24.082 +60.0 -60.0 +60.0 60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 92-116" custom 24.083 - 26.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +57.8 -57.8 26.186 - 31.038. +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 " - 25.302 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 97" custom 25.303-27.185 +60.0 60.0 +60.0 60.0 +60.0 .60.0 +60.0 -60.0 +60.D 60.0 +55.5 - 55.5 custom 27.186 - 31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 -60.0 +60.0 60.0 +58.6 -58.6 -28.302 +60.0 60.0 -60.0 60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 109' custom 28.303-29.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186-31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +52.5 -52.5 -31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.2 -58.2 +53,9 1 63.9 +48.7 48.7 "MIN. SASH WDTH (FLANGE WINDOWS)= OVERALL I_VID�O 2 "MIN. SASH WDM (FIN 4 EQUAL -LEG W NDOWS)- OVERALL MOM - 56924 2 NOTES' T) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP-T0.TP DIMENSION IN THE TABLE TO DETERMINE THE WNDOW SM. 090' PVB 1N' AN GLASS 30 24 12'NOM °1.�5'V�Wft GLASS BRE M EXTERIOR y0,1y - 1� /� �l H6m1D ePl .." 74 32 GLASS TYPE 1 1 GIAS95TACK AIRSPACE .090'PVB WAN GLASS 119"ANGIASS m Y j n 31 74 O m 0 - io o 0 m 1 R 1B n �� aloe O� _ LASS BR. GVSSB E E%TERIOR �Om W Z a 0 0 w o ZW m� n 70.73 U Lab o" •� .R OR 3 GLASS TYPE4 r o F oW H oma ^�v o z �Zm Y W m GLASS STACK O < 0 AAGGI-AS 90. FVB or W N) ® m N � WAN 5 y d. O J € 74 =NB LLo J27 RI.. NOM. ti ZLASS BITEE%T 70-73®OR .JII11.I�..�g14. N. 58705 112) FOR SRES NOT SHOWN, ROUND UP TO ME NEXT AVAILABLE SM. I ......C..... P E TABLE 8: OAemll Width Sash Configuration Sash width Ran a in 9 = Glass Tyes: 2, Design Pressure (Ibslft) for Windows Meeting andard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" OAemll Hgt. 83" Overall Hg . 44' 12.038 - 12.052 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80. 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 0 49" 12.038 - 13.302 +55.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0. 1/3 1/3_t/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 531/8" 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 T/s?/r1/a 14.334 - 18.050 +65.0 $0.0 +65.0 -BD.O +65.0 $0.0 +85.0 -80.0 +65.0 $0.0 +65.0 -90.0 81' 12.038 - 16.302 +65.0 -SRO +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 :/ % 16.303-20.675 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 1/-% -y4 12.038-20.052 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 1/31/31/ 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ' % %?/ "-24.082 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 -60.0 +65.0 $0.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 .80.0 +65.0 -80.0 26.186 - 31.048 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303-27.185 +65.0 .80.0 +65.0 .80.0 +65.0 $0.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 1/3_1/r1/ 27.186 - 32.675 +65.0 .80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/ -1/4 "-28,302 +65.1) -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" 28.303 - 30.185 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 $0.0 +65.0 -8 +65.0 -8 . 0.186 - 36,675 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 -29.463 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .0 +65.0 - 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -Ml) +65.0 -80.0 1/3_VG-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +fi5.0 -80.0 +65.0 $0.0 +65.0 -80.0 -custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +fi5.0 -80.0 +65.0 -' MIN. SASH WIDTH(FIANGE WINDOWS)= OVERALL WIDTH-50.550 2 MIN. SASHWIDTH (FIN 0 EOUAL-LEG WINDOWS) = OVERALL WIDTH-5T.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWI4. FOR INTEGRAL FIN AND EQUAL -LEG LMNOOWS,SUBTRACTI-FROMTHETP.T MPDIMENSIONIN THE TABLE TO DETERMINE THE WINDOW SUE. 2) FOR SUES NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SIZE EXTERIOR a cuss 1U'NOM. GLASS SITE In- MOM GLASS SITE GLASS TYPE 3 - %, coo TABLE 4 Overall Width Sash ConfigurationRange Sash Width (in) Glass Types: 6, 7 Design Pressure (lbslfe) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hill. 49" Overall Hgt. 55" Overall Hill. 63" Overall Hgt. 44" 12.03B - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ?/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 12.038 - 13.302 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.O +65.0 .80.0 +65.0 -80.0 1/3 �1/3%3 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,D -80.0 +65.0 -B0.0 +65.0 -80.0 53-1/8" 1/a 1/ t% 12.038 - 14.333 +65.0 -80.0 +65.0 -80,0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 J13- 1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 61° -/ -/4 12.038-16.3D2 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3--1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 12.1338-2D.052 +65.0 -80.0 +65.0 .80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 72.9a 76" custom 20.053-22A85 +65.0 -80,0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 22.185 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4 1/ % "-24.082 +65.0 -80.0 +65.0 .80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -74.1A +65.0 .67.5E 92-118" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/] -I 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 %4-1/ % °•-25.302 +65.0 -80.0 +65.0 -BU +65.0 -MO +65.0 -80.0 +65.0 -74.1A +65.0 -67.55 97' custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77,9 1%--Yr1/3 27.186 - 32.675 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/ % % -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 .67.58 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -130.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/a-1/3 30.186 - 36.675 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 ••-29.463 +65.0 -80.0 +65.0 -80,1) +65.0 -80.0 +65.0 -80.0 +650 -74, 1A +65.0 -67.58 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 1/ %_1/4 -31.052 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67,5a 120" custom 31.053 - 33.185 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.2221 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65,0 1 -60.0 1 +65.0 -71.3 -MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL W O]V - 58.556 2 •' MIN. SASH WIDTH (FIN a EQUAL -LEG WINDOWS) - OVERALL WIDTH -57,556 2 NDTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINODWS•SUBTRACT I - FROM THE TIP.T0.TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE See. °-80.0 FOR GLASS TYPE 7 °-760 FOR GLASS TYPE 7 - �Yi6-NOM. GLASS STACK AIRSPACE .09m PVB 3 .Is.AN OR TP GLASS IWAN GVSS 31 74 )OR 1e 10 NOR GVSS BITE EX ERIOR a )OR 38 70.73 GLASS TYPE 6(ANNEALED) GLASS TYPE 7 (TEMPERED) m 4 > - a 3 s of O jp m o In m 6 Q (9 v K O urc O. o zLLd mi IZ o n op UJUd o e .°oiO h UJ J ON NA Ow U) o Z z `D' LC J w J m m J ❑ 0 ®$ m W w n i Om I»vs � = r71 W ¢ o $ z z r= _z U J W > Q ❑ (py LYNAf P} No, 58705P ' =D;0 SATE F (O A LYNN MILLER, PE. TABLE 10, Olemll Sash Sash Design Pressure Y16 AN GLASS c90" SG � 3I16"PN GLASS 30 23 1? N051. GfASSBm EXTERIOR a 74 32 GLASS TYPE 8 - 111e"NOM. r.! I- GLASS STACK AIRSPACE 090.8G U...OR TP GLASS 3116"AN GLP55 J1 74 ``'7"R 1 IQ-NDM. GLASS SITE EXTERIOR 12 a 70.73 3®OR 39 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) ✓ 'GLASSTYPESB-15 MAYNOTBEUSED Wm1 INTEGRAL FIN • FRAMES "MIN. SASH WDTH (FLANGE WINDOWS) = OVERALL WIDTH-58.556 2 "MIN. SASHWIDTH(EOUALIEGWINDOWS)- OVENALLWIDT+-57556 2 NOTES: 1) OVERALL (DP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP-T0.TP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Width Configuration Width Range (in) (Ibslft=) for XOX Windows Glass Types: B, 10, 11 Meeting Rail: Standard 21-1/8" OLOmII Hgt. 29" 0lefall Hgt. 37" O)emll Hgt. 49" OM:rall Hgt, 55" Olerell Hgt. 63" Overall Hgt. 44" 12.038 - 12.052 +80.0 -17 D.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +g0.0 -710.0 +80.0 -110.0 %1/y% 12.053 - 15.006 +g0.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/Q 1/ 1/4 12.038 - 13.3D2 +B0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +BD.O -110.0 +80.0 -110.0 %y1/y7/s 13.303 - 16.675 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 53-7/B° 7/n �Z_�4 12.038-14.333 +80.0 -170.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.D *80.0 -110.0 +60.0 -110.0 %7/� 1/a 14.334 - 18.050 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.D +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 12.038 - 16.302 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a80.0 -170.0 16.303-20.675 +80.0 -170.0 +8D.0 -170.0 +BO.D -170.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -710.D �/ �/+ 72.038-20.052 a80.0 -710,0 a80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -99.2 76" custom 20.053-22.1g5 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.D -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/a-7/a 22.186-25.676 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.D +80.0 -110.0 +80.0 -110.0 %1/4 -24.082 a80.D -110.0 +80.0 -110.0 +80.0 -110.0 +BD.O -110.0 +80.0 -101.0 +80.0 -90.5 92-1lB" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 *80.0 -110.0 +80.0 -110.0 +80.0 -1t0.0 +80.0 -105.2 26.166-31.048 +80.0 -110.0 *B0.0 -110.0 +8D.0 -110.0 +80.0 -170.0 +g0.0 -170.0 +80.0 -102.3 -25.302 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 *80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303-27.185 +BO.D -770.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +gO.D -710.0 +80.0 -102.7 27.188-32.875 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.D -110.D +80.0 -98.9 1/4 �/ % -28.302 *B0.0 -110.0 +g0.0 -110.D +80.0 -110.0 +80.0 -110.D +80.0 -707.D +80.0 -90.5 109" custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -97,3 1/a �/ �/a 30.186-3fi.675 +BD.O -110.0 +80.0 -110.0 a60.0 -110.0 +80.0 -110.0 +80.0 -110.0 *80.0 -92.9 7/ �/ % - 29.463 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +B0.0 -9D.5 1135/8" custom 29.464-33.185 +g0.0 -110.D +BD.O -110.D +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +g0.0 -94.1 33.iB6-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -92.3 7/q � � -31.052 +8D.0 -110.0-110.0 +g0.0 -110.0 +BD.O -110.0 +80.0 -101.0 +80.0 -90.5 12D" custom 31.053-33.185 +80.0 -110.0 +B0.0 -11 D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.D -91.5 custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.D +g0.0 -110.0 +8D.0 -110.0 *80.0 -90.6 TABLE II: Y1s•HS Gtass 090•SG Yt6'HS GLASS 30 23 R-NOM. GLASSBIIE EXTERIOR 74 32 GLASS TYPE 9 1�r� tY16'ROM. I GLASS STACK 1/9 TPS GLASS 74 *PACESG 1®ORM.BITEEX 073 GLASS TYPE 12(ANNEALED) GLASS TYPE 13 (TEMPERED) ✓ V16•NOM. r� GLASSSTACK AIRSPACE- .090•So Y16'ANOR TP GLASS 118"HSGOI S 31 74 p p VOR 1 1LNSSBI. MIN. SASH WIDTH WINDOWS= OVERALLWIm H-56556 •-110.0 FOR GtA55 TYPES 9, 12. IJ 515 GUSS BITE "MIN. WIDTH 2 OVERALL WIDTH -5).55¢ EXTERIOR SASH (EQUAL -LEG WINDOWS)= 2 <71 TYPES B. 16 OR 3B 70.73 IGLASS MAY NOT BE USED WITH INTEGRAL FIN GLASSTYPE14(ANNEALED) NOTES: • FRAMES GLASS TYPE 15 (TEMPERED) 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT I'FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. otemll Width sash Configuration sash Width Range (in) Design Pressure Ibsfftz for XOX Windows Glass Types: 9, 12, 13, 1a, 15 ( � Meeting Rail: Standard 21-1/B" OM:211 Hgt. 29" OLerall Hgl. 37" OLemll Hgt. 49" Otemll Hgt. 55" OLerall Hgt. 63" OLerall Hgt. 44" t/a 1/_� 12.038-72.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.D +g0.0 -110.0 +80.0 -110.D +BD.O -110.0 12.053 - 15.008 +80.0 -710.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -71D.0 49�� 12.038 - 13.302 +B0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BD.O -110.0 1/, �/a �/, 13.303 - 16.675 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" T/ % % 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 D.0 +80.0 -110.0 61' 12.038 - 16.302 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 1/, / 16.303-20.675 +80.0 -110.0 +g0.0 -710.0 +BD.O -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -11D.0 �/!/ 12.038-20.052 +80.0 -110.0 +80.0 -11D.0 +80.0 -710.0 «80.0 -110.0 +g0.0 -110.0 +80.0 -710.0 76" custom 2D.053-22.185 +g0.0 -110.0 +B0,0 -11 D.0 +BD.O -110.0 +80.0 -110.D +g0.0 -110.0 +80.0 -110.0 1/%,-1/, 22.186 - 25.675 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +T/4-1/z-+/a ••-24.OB2 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -170.0 +80.0 -106.7• 92-1/8" custom 24.083-26.185 +BO.D -110.0 +80.0 -110.0 +BO.D -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 26.186-31.048 +80.0 -110.0 +80.0 -11D.D +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -25.302 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 «80.0 -110.0 +g0.0 -106.7• 97" custom 25.303-27.185 +80.0 -11D.0 +BO.D -110.0 +g0.0 -110.0 +B0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 27.186 - 32.675 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +gO.D -110.0 +BD.O -110.0 +80,0 -106.7' 109" custom 28.3D3-30.165 *80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30.186-38.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11 D.0 +BO.D -110.0 +80.g -110.0 -29.bfi3 +80.0 -110.0 +60.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 1135/e" custom 29.464-33.185 +g0.0 -110.0 +BD.O -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -710.0 +80.0 -110.0 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *g0.0 -110.0 31.Os2 +go.o -110.0 +eD.o -no.o +eD.o -11n.o +aD.o -no.o +eD.D -110.0 +eo.D -1os.r 120" custom 31.053-33.185 +g0.0 -11 D.0 +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +80.0 -110.0 +gO.D -1D7.8 custom 33.iB6-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.o -110.D +80.0 -110.0 w 4 1 � W IN N N O QULO 6ry W O Z Ur- m� xW ~oUJ 9ma > a.� n Q k uQ~i �zm s Z � J 0UL w J Q m UL O m ® ry J W x m K IaaVS F O x < ¢ Q O Za o 2 e 5 (7 D J W Y S 7 �n9 es.+S z.•s \r\IIIIIIIIII OHY LYAfIV P: 9 No 5870, -Vi AL 6NWAT G•• A LYNN MILLER, P.E. TABLE 12 Glass Types: 1 thm 7 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22A/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgl, 55" Overall Hg1. 63" Overall Hgt, Width Head 8 Sill Head 8 Sill F. Head 8 Sill Head 8 Sill ,Eo Head 8 Sill E 20' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 NC2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61' 1+C2+1 2 NC2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6T 1+C2+1 2 1+C2N 2 1+C2N 3 i+C2+1 3 1+C3+1• 3 74' 1+C2r1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 NC3+1' 3 '1+C2r1 FOR GIASSTYPES 1, 4 8 5 TABLE 18: Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard OveralWidth Width 22-1/8'Overall Hgt.31" Overall Hgt. 49" Overall Hgt. 55" Overall HgL 63" Overall Hgt. Head 8 Sill ,EN Head 8 Sill Head &Sill m Heatl 8 Sill Head 8 Sill ,Ea 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 25" 1+C2+1 2 NC2+1 2 1+C2+1 3 NC2+1 3 1+C2N 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 NC2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 21 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3*2 3 2+C3+2 4 TABLE 14: GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 12'MPX.O.C. t-� 2-ANCHOR CLUSTER DETAIL Anchor Quantities forXO& OXWindows Glass Types: 8 111 15 Meeting Rail: HEIDry4)uty Overall Width 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgl. 63" Overall Hirt. 76" Overll Hgt. Head 8 Sill a m Head 8 Sill a ' Head &Sill a ' Head 8 Sill a Head 8 Sill a Head 8 Sill a ,Eo ' 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25' 1+C2+1 2 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+G3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 131 2+C3+2 3 2+C3+2 4 2+C4+2 5 4. REPEAT ANCHOR PATTERN AT SILL B' MAX.O.C. —�- r— 3-ANCHOR CLUSTER DETAIL e m.O.C. 7//[7 4-ANCHOR CLUSTER DETAIL NOTES 1) OVERALL (TIPTO TIP) DIMENSIONS SHOWN. FOR EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE MP.TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SM 2) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEXTAVAILABLE SUE. m Y Ul Of on m o 5 Ne ?q S 0 a w O a N O OJO a¢ LL ' O z m UU r J J unoi0 pN DL o - V z OZ m mN W J I) J m f m IL Q ® n � � o N 0 Q laass a O Z = c U Z 2 Q, 'aao aa�as `\\\111111111 rrr', No. 58705 =_ ORIDA,.-" III A LYNN Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 1.4, 5 Meeting Rail: Standard 21-1/8" Ovemll H91. 29' Overall Hgt. 37' Ovemll Mgt. 4T Overall Hgl. 55" Overall Hill.63" Overall HgL. Head 8 Sill Head 8 Sill ,� a Head 8 Sill ,� Head & Sill Head &Sill a A Head 8 Sill E %% % 12.038-1ZO52 1+C2+1+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2N+C2N 2 HC2+1+C2+1 3 1+C2+1-C2H 3 7+C2+7+C2+1 3 49" %-'/VY4 12.038-13.302 1+C2+1+C2+9 2 1+C2+1+C2+1 2 1+C2+1+C2H 2 1+C2+1+C2+1 3 1aC2+1a C2+1 3 1+C2+1+C2+1 3 `/r1/r%3 13.303-16,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1%-11!/4 12.03B-14.333 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2H 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2H 2 1+C2+1+C2H 2 7+C2+1+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 fit" %!/ 12.038-16.302 1+C2N+C2+1 2 1+C2+1+C2+1 2 7+C2H+C2H 2 1+C2+1+C2H 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-1/a-1/i 16.303-20.675 7+C2+1+G2+1 2 1*C2N+C2H 2 1+C2a1+C2+1 2 HC2N+C2a7 3 1-C2+1+C2+1 3 7+G2a1.C2a1 3 '/+-1�'/, 12.03B - 20.052 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2-C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 7W custom 20.053 - 22.185 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1aC2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 a- a!/a 22.1B6 - 25.675 1+U+1+C2N 2 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+U+1 3 1+C2+1+C2+1 3 Y4--Ya-1/4 " -24.082 1+C2+3+C2N 2 HC2+3+C2+1 2 1+C2+3+C2H 2 1+C2+3+C2+1 3 1+C2+3+C2H 3 1+C2+3+C2+1 3 92-1/8" custom 24.083-26.185 1+02+2+C2H 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 7+C2+2+C2+1 3 1+C2+2+C2+1 3 Ya-Yi!1% 126.186 - 31.038 1+C2+1+C2+1 2 7+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2N+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2N 3 1/!/!/ " - 25.3D2 1+C2+3+C2+1 2 1+C2+3+C2N 2 7+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2N 3 1+C2+3+C2+1 3 97' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2-02-1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1-C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/!/!/ -28.302 i+C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 3 3 1+C2+3+C2+1 3 109'custom 28.303-29.185 1+CZ+3+C2+1 2 HC2+3+C2+1 2 1+C2+O+C2+1 2 1+C2+3+C2H 3 ffiI+C2+2+C2+13 3 1+C2+3+C2+1 3 custom 29.186-31.038 HC2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 taC2+3+C2N 3 3 1+C2+3+C2N 3 12T 1/%% ""-31.038 1+C2+3+C2+1 2 1+C2+3+C2N 2 HC2+3+C2+1 2 HC2+3+C2N 3 3 1+C2+3+C2+1 3 -MIN SASH W DTH (FLANGE WINDOWS)= OVERALL WIDTH-5T 934 2 •' MIN. SASH WIDTHEOUAL- OVERALL WIDTH-56.924 ( LEG WINDOWS) -- 2 NOTES: 1) OVERALL MP TO TIP) DIMENSIONS SHOWN. FOR EQUALIEG WINDOWS. SUBTRACT 1"FROM THE TIP-TO-nP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SQ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WNDO)IS: rPCENTER 1 ANA THE SASH 22-117 MA%.O.C. J 9" MAX. 12' MAX. O.C.~� 2-ANCHOR CLUSTER DETAIL CENTEREDATTHE 3ANCHORSAT JAMB THE FIXED LITE MEETING RAIL 1 ANCHOR AT I Imo— 12'MAX D.C. THESASH 7�ME—I.M.,7�117REP�7T.MICHORPATTEBPATSI11 > N o m a °IPo N L9 N i u-1 O a¢ w Q o O J D, Z a � v W n U U_d o-pi .rg n f Z W c ti o o >Q o ° n Z zs rc W J O w W m Q m LL O K � K 0 Q laays � s � 0 Z z tY w U = Z � = Q Q apQ asa0 a vag 1 No. 58705� ALYNN L Oendll Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types:z Meeting : Stantlartl 21-118" Overall t.1 29' O nail Hgt, 37" Overall Hgt. 49" 0wmll Hgl. SS' Overall tl . 63" Overall H Head 8 Sill a Head &Sill Head 8 Sill i Head B Sill Head 8 Sill m ea 8 Sill 44" 12.038-t2.Q52 I-G2+1+102+1 2 NC2+1-C2+1 2 HC2a1aC2+1 2 1+C2+1+C2+1 3 1+C2+1+C2a1 3 1+C2a1+C2+7 3 12.053-15.006 HC2+1+C2+1 2 1+02N*C2N 2 NC2+1+L2+1 2 HC20+C2N 3 7+C2+1*C2+1 7 1+C2a7aC2+1 3 4B 12.038 - 13,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2N 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 13.303-18.875 1aC2+1+C2a1 2 1+C2+7+C2N 2 7+C2+1+C2N 2 1+C2+1+C2N 3 1+C2N+C2N 3 HC2N+C2+1 3 53-1/8' 12.038-14.333 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2a1 2 1+C2+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3 14.334-18.050 HC2+7aC2+1 2 1+C2+1+C2+1 2 7+C2+1aC2+1 2 1+C2+1+C2+1 3 1+C2a1aC2+1 31 7+C2+1aC2a1 3 61' 1/ /,Y44 12.038 - 16.302 1+C2+1aC2a1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1aC2+1 31 i+C2+1+C2+1 3 1+C2+1+C2+1 3 16.303-20.675 1+C2+1+L2+1 2 1+C2+1+C2+1 2 1aC2N+C2+1 2 NC2+1+C2+1 31 t+C2+1+C2+1 3 1+02N+C2+1 3 12,038 - 20.052 1+C2+2+C2+1 2 1aC2+2+C2+1 2 1+C2+2+C2a1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C241 2 1+C2+1+C2+1 2 1+C2+1+C2a1 2 t+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 22.186-25.676 1+C2+1+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 24.082 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+CZN 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8' custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2N 2 I+C2+2+C2N 2 1+CZ+2+C2+1 3 1+C2+2+C2a1 3 1+C3+2+C3+1 3 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2aC2N 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+p+1 3 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97' custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2a1 2 taC2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2.M+1 13 Yid/a-1� 27.IN-32.675N1-C2+2+C2+1 2N 2 HC2+2+C2+1 2 1aC2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2N 3 NC3a2+C3N 3 1/41/ �/4 -28.302C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1aC2+3+C2N 3 1+C3+3♦C3+1 3 109" cus 28.303 - 30.185C2+1 2 t+C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3+3+ + 0.185-36.675C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 1+C2+2+C2+ 3 1+C3+2+C3+1 3 -29.463C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+03+3aC3a113-5161 custom 29.464-33.185C2+1 2 1+C2+3+C2+1 2 4+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 7+C3+3+C3N 3 33,186-38.222C2+1 2 1+C2+2+C2N 2 1+C2+2+CN1 2 1+C2+2+C2+1 3 1+CN2+C2N 3 t+C3a2+C3+1 3 1/%r% "-31.052C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2a1 31 1+C3+3+03+7 3 120" custom 31.053-33.105 1+C2+3+C2+1 2 1+C2a3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 3 1+C2+3+C2N 3 NC3+3+C3+1 3 custom MASS -38222 1+C2+2+C2+1 2 7a(�a2aC2+1 2 1+C2a2+C2+1 121 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 ^MIN. SASH WDTI(FLANGE WINDOWS)= QucH LLwu I H - eases 2 ••MIN. SASH WIDTH (EOUAL-LEG WINDOWS)= OVERALL WIO1N-57556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL. -LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-nP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO TIE NEXTAVAILABLE SIZE. 12"MAX. O.C. 2-ANCHOR 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1ANCHORAT ANCHORS ANCHORS - IN THE CENTEREOATTHE CENTERED AT THE THE SASH 3 EFIXEDSAT IAMB MEETING RAIL THE FIXED LITE MEETING RAIL 22-1R" MAX. O C. 1 ANCHOR AT 91,MAX. �- Imo— 12"MAX. O.C. jTHE SASH I MEETING RAII. REPEATANCHOR PATTERNAT SILL m Y N OE ooua C, rOq OQ m O w O U d u n U F NI O m JW O W m r LL O " K G I„ws x 7 O o 0 J Z a = n Q Q •n9 'sass srns TABLE 17: Owmll Width Sash Configumlion Sash Width Range (in) Anchor quantities for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21AW Owrall Ll 29" Overall Hgl. 37° Overall Hgl. 49" Overall Hgl. 55' Overall Hgl. 6Y Otemll Hill. Head 8 Sill w Head 8 Sill a Head 8 Sill a i Head 8 Sill ,Eo Head 8 Sill E Head 8 Sill c E 1/ /-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2*1 2 7+C2N+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 121 1+C2+l-G2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49 %1/ % 12.038-13.302 1+C2+i++1 C2 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/i �a 73.303-76.675 1+C2+1+C2N 2 1aC2a1aC2N 2 1+C2N+C2+7 2 HL2+1aC2+1 3 1+C2+1+C2a1 3 1+C2a1+C2H 3 53A/8" 1/ t1, 12.038 - 14.333 t+C2+1+C2N 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2N 3 1aC2+1+C2+1 3 7+C2+1aC2+1 3 +/r1/r1/a 14.334 - 18.050 7+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2N 2 1+C2+1+C2+1 31 7+C2+1+C2+7 3 1+C2+1+C2+1 3 61' 12.D38-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3N 3 1/i1/r1/i 18.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+I+C2+1 3 1+C3+1+C3N 3 12.038. 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CZ+l 2 1+C2+3+C2+1 3 7+C3+3+C3+1 3 1+C3a3+C3+1 3 76" custom 20.D53-22.185 1+C2+1+C2+1 2 taC2+2+02+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 I+C3+2+C3+1 3 1+C3+2+C3+1 3 %s/r1/a 22. 186 - 25.675 1+02+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 -24,052 taC2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+4+C2N 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083-26.165 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/r1/r'/a 26. IN - 31.0,18 1+C2a2+M+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C3+2+C3+1 3 1+C3+2aC3a1 3 /r3/a -25.302 7+C2+3+C2+7 2 t+C2+3+C2+1 2 1+C2+O+C2+1 2 7+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97' custom 25.303 - 27.165 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 31 1+C3+3+C3+1 3 1+C3+2+C3+1 3 27.186-32675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2a2+C2+1 2 1+C2+2+C2+1 3 1+C3a2+C3+1 3 7+C3+2+C3a1 3 +1 /r%4 -2B.3M 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109' custom 28.303 - 30.185 1+C2+3+C2+1 2 7+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 /r1/a 30.186-36,675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 .29.463 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3N 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+03N 3 1/ 1/r V3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 +/ -% -1/4 "-31.052 1+C2+3+C2+1 2 1+C2+3+CZ+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3N 3 7+C3+3+C3+1 3 120' custom 37.053-33.185 N 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+7 2 1+C3+4aC3a7 3 HC3+4+C3+7 3 1+C3+3+C3N 3 custom 86-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 "MIN. SASHWIDTH(FVJiGENANDOWS)= OVERALLWIDTH-Ia558 2 •• MIN SASH MOTH(EQUAL-LEGWINDOWS)=OVERALL WIDTH- 556 2 H". 22-12-MAX.O.0 — 9' MAX. NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAHABLE SIZE 12" MAX, O.C. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS' - TERNGATTHE CENTERED ATTHE II NTME 3 ANCHORSAT JAMB :ETINGMT! MEETING;T THE FIXED LRE I ANCHOR AT Imo— 12' MAX O.C. THE BASH r -- r T _J-L_____ x � o x —� MEETING MIL REPEAT ANCHOR PATTERN AT SILL m 2 > y 8 ffi Q. m m O O OJO np ZLL� m V ' O n U U d u J � n all J r % m Z� Z W J J 0 Li. O a O ® ry � } m N K O F < I» s _ CY < � O o Q K z O � Z = J Q Q TABLE I8: 12'MAX. O.C. —�—� +PProveJ ns romPlyln6 wlW lee F'IorWeO 40�¢Cn8 2-ANCHOR D'In N00 CLUSTER DETAIL lmol Prmaa i V. MAX. O.C. LU m z 4 3-ANCHOR 0 Eo m *aa o as al„o CLUSTER DETAIL ry e Ox O �� Z Z 4' MA%. O C. �a LL i O r— zO m ' x ui U o o r U h a J u•o,0 .nN Z u _ N 9m0 I j/ z a: W x W J a+ O as F O ® d v 4-ANCHOR Hi H- CLUSTER DETAIL F p Q I=vs 5 2 o iaC 3AC2+1113, w Z a O "MIN. GASH WIDTH(FIANGE WINDOWS) WIDTH p Z = 2 Q Q " MIN. SASH WIDTH(EOUAL-LEG WINDOWS)=OVEMLL WIDTH-57S56 GUIDE TO USING auq osan svn5 2 ANCHOR QUANTITY \\ / d�O....:Nly�o,/ CWSCHO S CLUSTERR TABLES FOR XOX ANCHORS ANCHORS JANCHORS IN WINDOWS: 1 ANCHORAT THE GASH CENTEREDATTHE MEETING CENTERED ATTHE JAMB 3ANCHORS AT MEETING RgIL �\��,' JCENSF':!! RAIL THEFIXEDLITE 2242"MAX, GC, 9" MAX. III 1ANCHOR AT Fes- 12" MAX. O.C. THE SASH * No. 58705 ' NOTES TO TIP) SHOWN. EQUAL -LEG - _ _J L____J l__ _ _ 9"MPX %O SAT47� T ACTI -FROMDIMENSIONS WINDOWS, UBUP TIP -TO -TIP TO-TP TO DETERMINE THE WINDOW SIZE. DI DIMENSION IN THE TABLE / X / Q X f- /,�SSYONAL N ENG\?\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEATANCHOR PATTERNATSILL III\\\ A LTNN MILLER. P.E. P E458705 Overall Width Sash Configuration Sash Width Range (in) Glass Typos: 9, 12, 13, 14, 15 Anchor Quantities for XOX Windows Meeting Rail Standard 21-7/8" 0\erali Hgt. 29" O\elall Hg[. 3T' O\erall Hgt. 49" Osemll Hgt. 55" Overall Hgt 83" O\emll H9t. Head 8 Sill a � Head 8 Sill m Head &Sill � Head &Sill m Head 8 Sill � Head 8 Sill E 94" 1/d �/x-'/ 12.038-12.052 7aC2+1+C2«i 2 HCNt+C2+1 2 1+C2+7aC2+1 2 1+C2N+C2+7 3 7+C2*7+C2H 3 1+C2+HC2H 3 12.053 - 15.008 7aC2+HC2+7 2 1+C2a1+C2+1 2 1+C2+HC2+1 2 HC2a1+C2+t 3 7+C2+HC2+1 3 1+C2+i+C2«1 3 49" 12.030-13.302 1*C2+HC2+t 2 HC2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1aC2+1 3 7aC2+7aC2+1 3 7+C2+1+C2+1 3 13.303-18.875 1+C2+1 aC2+1 2 1+C2+1+C2+1 2 7aC2+1+C2H 2 HC2+HC2+7 3 i+C2+HC2+1 3 1+C2+1+C2+1 3 53-1/8" 12.038-14.333 1+C2+HC2H 2 1+C2+1+C2+1 2 1+C2+7+C2+1 2 7aC2+1aC2N 3 HC2+7+C2+t 3 1+C2H+C2H 3 74.334-78.050 RC2H•C2+7 2 HC2+HC2+1 2 7aC2+HC2+1 2 7+C2+1+C2N 3 1+C2H+C2ai 3 1+C2H+C2+1 3 67" 1/?/i � 12.030 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2H 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 HC2+2+C2+1 3 1+C3+2+C3H 3 1/a-� � 70.303-20.875 7aC2+1+C2N 2 1+C2+1+C2H 2 1+CNHC2+7 2 1+C2H+C2+1 3 7aC2+HC2+1 3 HC3+7aC3+1 3 t2.038-20.052 1+C2+2aC2N 2 1+C2+3+C2+1 2 7+C2+3a C2+1 2 1+C2+3aC2N 3 1+C3+3+C3H 3 HC3a3aC3+7 3 76" custom 20.053-22.785 1+C2H+C2+1 2 t+C2.2aC2a1 2 HC2+2•C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3p 3 1+C3*2+C3+1 3 22.iB6-25.6]5 1+C2H+C2H 2 HC2+1+C2H 2 1+C2a HC2+1 2 7aC2+7aC2+1 3 7«C3+f aC3+1 3 1+C3+1+C3+1 3 -26.082 1+CN3+C2N 2 7aC2+3+C2H 2 HC2+3+C2N 2 1+C2+4+C2+1 3 HC3«4+C3+1 3 1+C3+4+C3+1 3 92-tle" custom 24.OB3-26.185 1+C2+2+C2N 2 HC2a2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2N 3 1*C3+2aC3N 3 HC3a2aC3+1 3 1/� %a -%a 28.188-31.048 1+C2g+C2ai 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 HC2+2aC2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2-Y. -25.302 HC2+3aC2+1 2 1+C2.3•C2N 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4aC3+1 3 97" custom 25.303-2].185 1+C2+2+C2a1 2 1+C2+2+C2+1 2 1+C2+2+C2N 2 1+C2+3+C2+1 3 1+C3+3aC3+1 3 1+C3+3aC3+1 3 1/s-1/s-�j 2].1B6-32.878 HC2+2+C2+1 2 1+C2+2+C2+1 2 1•C2+2«C2+1 2 7aC2+2+C2+t 3 1+C3+2+C3N 3 1+C3+2+C3+1 3 1� �� / -28.302 1aC2+3*C2H 2 1+C2+3+C2N 2 7+C2+3+C2+1 2 7+C2+4+C2+1 3 HC3+4+C3+1 3 HC3+9+C3+1 3 109" custom 28.303-30.165 HC2+3+C2H 2 1+C2+3+C2+1 2 1+C2+3+C2a1 2 HC2+3+C2N 3 1+C3+3aC3+1 3 1+C4+3+C4+1 3 1/sue/s-% 30.188-36.675 7aC2«2+C2N 2 2+C2+2+C2+2 2 2+C2+3+C2a2 2 2aC3+3+C3+2 3 2+C3«3+C3+2 7 2+C4+3aC4+2 4 1/!/4 -29.463 taCN3+C2N 2 1+C2+3+C2H 2 1+C2+3«C2N 2 HC2+4+C2N 3 7+C3+4+C3+7 3 1+C4+4aC4+1 3 713-5/e" custom 29.4fi4-33.185 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 7aC3a3+C3«1 3 7*C3+3+C3+1 3 i+C4+3+Cd+t 3 33.186-38.222 2aC2+2*C2a2 2 2+C2a2+C2a2 2 2aC2+3+C2+2 2 2aC3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+Cd+2 4 ?/4 -31.052 1+C2+3+C2+1 2 7+C2+3+C2N 2 1+C2+3+C2+1 2 HC2+q+C2+1 3 1+C3+4+C3N 3 1•C4+d+C4+1 3 120" custom 31.053-33.785 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2ai 2 HC3+4•C3+1 3 7+C3+4+C3+7 3 1+Cd+4+C4N 3 custom 33.708-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2aC2+3a C2a2 2 2+C3+3+C3«2 3 2+C3+7+C3+2 3 2aC4+3+C4+2 4 OV HEIGHT INSTALLATION OPTION 1 INSTALLATION OPTION 2 IORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP.S THIS SHEET. DIRECTLY INTO CONCRETEICMV. 1/4• MAX. SHIM EDGEDIS NCE EMBEDMENT EEE TABLE B NOTE , FOR HEAD NOTE PE O MBEDMENT EDGE DISTANCE . F „�—EM EDMENT ANDEOGE L DI ANCE PER BUBBTRATE, S TABLE I9. lrUENGTH,CENTERED ABOVESASH IYP.ANCHOR TYPE, EMBEDMEEDGE DISTANCE PER PER SUBSTRATE, SEE TABLEI9 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT V CENTERED SASH VISIBLE LIGHTWIDTH r EXTERIOR vl7 OVERALLWIDTH HORIZONTAL SECTION A -A (SHOWN WITH LG. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GIAZING) 36 -Unv HIUUIRFD IF NOTES: OVERALL HEIGHT IS OVER 6r. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1l4'MAX. EMBEDMENT 2) MASONRYANCHORS MAYBE USED INTOWOODAS PER TABLE SHIM s 19. ALL WOOD BUCKS LESS THAN I-12 THICKARE TO BE EXTERIOR CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EDGE TYP. ANCHOR TYPE, TYPE, WOOD BUCKS DEPICTED AS. ARE I-12 TACK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT E TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN INSTALLATION OPTION 2 DISTANC E PER SUBSTRATE, SEE TABLE 19. AND INSTALLATION IS THE RESPONSIBILITY OF WE ENGINEER ANCHOREDTHROUGHFRAME OR ARCHITECTOF RECORD. DIRECTLY INTO CONCRETEICMU. 3) VISIBLE LIGHTNOW OR HEIGHT(ALSO REFERRED TORS vvorrnnl or--n.. DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCR ISSHEET. 1/4" SHIM 4 EXT�ETRIOR v MIAMI DADE APPROVED MULLION, MC COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. MAY SE VERTICAL OR HORIZONTAL.SEESUBSTRATE PROPERTIES, TABLE 19. Anchor substrate Min. Edge Distance Mln. Embedment 912 Steel, southem Plne(SG=OE5) &iG i5am lMOr410 Aluminum, SO61T5 min L9' O.OSr SS Scmw A3fi steel YS' OOSr Steel Stud, Gr. 33 min. wr 0015• (19 Ge) 1/4"41D SS Concml8 (min. ].]5 kgi) 1' 14VT CmleFlex Ungrouled CMU, (ASTM C-90) 2-1IT' 1.1/4• Southern Plne (SG-0.55) 1" 1d10• 1/P Steel c.l.(mi.85ks1 Cmn.2 1" 1 Wn UNaom Ulhihho Ud CMU. (ASTM C-90) Swthem Pion (SG=0.55) 271f 1' 1.1/1 lZr SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 1/4' MAX. SHIM zzz- INSTALLATION_ OPTION 4 ANCHORED THROUGH FRAMEINTOMETAL TYP. ANCHOR TYPE, EMSEDM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYONDTHEMETAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANIHEXIFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE AMSS C)'UNGROUTED CMU' VALUES MAY BE USED FOR 3ROUTED CMU APPLICATIONS. m m Y W Q am aIPo N Obi �� m O J J O K ZLLm b _ �_ J Z O I� x W o t\-6. UUd o. J ^B .o.O I� H Z P ¢ < ema ow— F� >e 1- & Z Of W J O W O Go LL O N lY K LL Z IaayS SO x o a O Z ~ o w Z D U Q Z x iq 'asa9 sao3 I \\\\\111111111/r', LYNN " NO. 58205 .9 SATE OPa INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2XWDOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGEDISTANCE BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. Imo— 1/4'Mi SHIM EMBEDMENT I EMBEDMENT EDGE ' DISTANCE TYP. ANCHOR TYPE, EMBEOMENTANDEDGE . . DISTANCE PER SUBSTRATE, SEE TABLE 20. \\12" LENGTH, CENTERED 'JABOVESASH •• EMBEDP. ENT TYPE, EMBED MENTANp EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT B" LENGTH, CENTERED AT MEETING RAIL. SASH VISIBLE LIGHT WIDTH EXTERIOR v INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X SUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET, 1/4"MAXSHIM 6 I� EMBEDMENT EDGE DISTANCE _ FIXED VISIBLE ' LIGHTWIDTH BUCKWIDTH HORIZONTAL SECTION A -A (SHOWN WITH 1G: GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) REQUIRED IF BUCK NOTES' HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIOE OFTHEWINDOW. EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN i-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE IDISTANCE PER SUBSTRATE INSTALLATION OPTION 2 SEE TABLE 20. ANCHORED OCTHROUGH FRAME DIRECTLY INTO CONCRETErCMU. VERTICAL SECTION B-B OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EKTTEERIIOR V MIAMI DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20, TYP, ANC SUBSTRATE. SEE TABLE 20 & NOW B FOR HEAD TYPE. �I 114"MAX. SHIM INSTALLATION OPTION 4 1 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, Anchor Substrate Min. Edp DiManca Min, Emhetlment #12 Steel, Smthem Pine(SG=0.55) 9116- 1-M6' 16-8 m 410 AWminum,8063-T5 min N8" 0.063" SS Screw A36 Steel NB" 0.083" Steel Shod, Or, 33 min. Na. 0045-(18 Ga) fro' 61055 Concrete (min. 3.35 kill) 1" 1-14" CRm, FI. UnBmutetl CMU, (ASTM C-90) 2.1 - A114" Southern Pine(SG=0.55) 1" 114" Steel Concrete (mm. 2,85 Mi) 1" 1-NB" Ultmcon UnOmutetl CM"' IASTM C-BO) Si.,MOPlne (SG=0.55) 2-12" 1' I-0l4" 1-NB' PER SUBSTRATE. SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROIJTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1 m Y m y M ^t ❑m E o y �¢ slop LDN Q w OW Z Z rmp W n UUd Bp J RB �.oitl m f• Z < J W nee Z rh o Z m rh V W J W J J O S 0� $ rc m ®ry N a K W o Z IaaVs x o < O � o Z J A "m' apy 'aao sauv5 .�` ONYILYNN No. 58705 ,P 1p � � ESF o.4 11'/SAONAL ENG`� A. LYNN MILLER, P.E REp58105 BUCK HEIGHT INSTALLATION OPTION 5 ANCHOREOTHROUGH FIN IWO U INSTALLATION OPTION 5 EDGE DISTANCE -+I WOOD FRAME OR BUCKSTRIP. pISTEDGE EDGE E DISTANCE MOD THROUGH FIN INTO 2X 1I0"MAX SHIM I EDGEDISTANCE TYP. ANCHOR TYPE, EMBEDMENT WOOD FRAME OR BUCKSTRIP. SSTANCE PER TYRANCHORTYPE, BSTRA,TE.O EDGE ISEE TABLE 21. NF 1/4" MAX SHIM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, O EMBEDMENT 9 SEETABLE21. E%rD'STMCE DIS EMSEDMENT C I L1 I TYP. ANCHOR TYPE, EMBEOMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT $2 - SASHVISIBLEJ LIGHT WIDTH rFLKEDVISIBLE LIGHTWIDTH EXTERIOR '511� BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) E%TERIOR MIAMI-DADE APPROVED MULLION, IBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE (SHOWN WIRH MOND. GLAZNG) PROPERTIES, TABLE 21. 38 NOTES: 114• MA% SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT MD EDGE DISTANCE EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION EXTERIOR SHOWNBE USED ON ANY SIDE OF a HWINMAY - EDGEDISTANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT EMBEDMENT TYP, ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTIONS AND EDGE DISTANCE PER TO BEADING. ANCHOREDTHROVGHFININT02X SUBSTRATE, SEE TABLE 21. MOD FRAME OR BUCNSTRIP. 31ANCHOR TO BE INSTALLED WITHIN 2.IR• OF FIN CORNER. VERTICAL SECTION B-B 1 + 114"MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO MET, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE TANCE PER SUBSTRATE, SEETABLE21. Arwhor SU6aVale Min Edge Dlslance Max. O.C. Mln Emhedmeat 2-112- X .113' BOx Nall SOuthem Fine (SG=065) 916- S' 24/16' 2.112'z.131"Common Nail Soulhem Pine(SG=0.55) 31B" 5" 2-7/1V 2412"z.145"Roofing at Soulhem Pine (SG=0.55) 316" S. 2-7I16" 1112 x. 145' Roofing Nail Southern Pine lBG=0.55) BUS S' 2-]/16" p1#12 Steel, IM or1D SSor atz steel, iB0 ar41055 Screw Soulhem Pine(SG=0.55) 012Y Aluminum, 6063-15 min. 1/2" 5/16" 5" 5" I-wa. 0.09" Steel S116' S" 0.050' Gi Steel 45" D.B(16 Ga151eel Stud Gr. 33 min. 5111V S" 0.046" z.7W I.d08' r F- 2.724' --I Ij 3.10 " r 2.560" 2.766" 2.Ofi0" tOHEAD, FLANGE FRAME OFINFHEADRAMEG JJ1iii.. RAL OLGFRAMEHEAD,L OFRAME wNGE (D SILL, FLANGE FRAME 2.105' .062' T 22r3' O6Y' 11 SASH PULL RAIL 2.724° I 4.2]6' o6r Os SILL, INTEGRAL FIN FRAME t2 ]0' 02-1900'1.t38" .100' 1 .050. Dds' r95"At xs 7/16"BEAD 05118'BEAD SASH LOCK RAIL 0 SASH TOP& BOTTOM MIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Malo4al Min Fv MIn. F. 51eel5cmw Wksl 14 ksi 1Bd bcrew Wksl 95 Mel 410 bcrcx W kal 110 ksl Elw UIImColO 410 bb ENo talaFWO 155 ksl 12i.d ksl 1P ksl 189.7 ksl Kb}15AIun4wm Wksl 22ksl A3e deal MW Bahl Gr.33 bseel SWd 33W 45MI 2T24" ---I O SILL, EQUAL LEG FRAME T 2211' 1.803" OHO MEETING RAIL SILICONE STRUCTURAL POLYISO 1l4"NON. BUTYLENE WITH DESICCANT ENT. GLASS NT. GLASS KODISPACE 0 4SG TIPS 1.24B• �-�- 3.908" 062" OSILLADAPTER 2]BB" 082" OJAMB, INTEGRAL OJAMB, EQUAL LEG FIN FRAME 4 FRAME 0 0°-E- --� 1.513' 808" OINSTALLATION 1 HOLE COVER 1.415�� UIII `p 710" 062' -+I�1I1+-U _ O SILL TRACK to STD MEETING RAIL m SCREENAOAPTER HOT -MELT BUTYL ]I16" STRUCTURAL SILICONE FOAM W TH DESICCANT ENT. GIAS$ 'NT OSUPER SPACER' NKT'm .062' �12W SW O WINOLOADADAPTER jppI I 518' .0T @ANTI-LIFTCUP ---1.630' 464" --p 1 ;797 870" t®IG BEAD tB IGSNAPBEAD ALUMINUM DESICCANTRUL REINFORCEMENT POLYISOBUTYLEAL SEAL 5I16"NOM. NOM. SILICONE 5I18'NOM. SEAL BUTYL &CCANT ROLL FORMED DESICCANT STAINLESS STEEL FOAM ENT. GLASS EXT. GLASS TNT. GLASS INT. GLASS LASS DUMSEAL' XL EDGET. ]2 SPACER 8SPACER m y > ` 1 o o 0. 2 alW 0 ^- Ov u h O O Q J O LL W Z b i UUC5 0!ILI J 4B ' Z J � 'Jm0 p < Z K J m LL J OOf Q m ® m IV n Klos DZ< ally P? . 110ENSF'' < 1}j N.. 58705 � T . IFS'•. 14ORID?,. �: AC1�• ""'70AIALIENG.��. A. LYNN MILLER, P.E. Item# Pad # OeseripUon Material 1 624NB Head. Flange Frame Alum. 60& m 2 624D39 Head, Integral Fln Frame Minn. 61Xi3-TB 3 624040 Head, EquxNeg Frame Alum. 606 % 4 624001 Jamb, Flange Frame Mum. OWB T6 5 U4017 Jamb, Integral Fin Flame Alum. 60 w 6 M4028 Jamb, Equd4e0 Frame Al.. 6063T6 7 624035 Sill, Flana Frame Mum. 6053-TB 8 624036 Sill, Integral Fin Frame Alum. 6053d6 9 624037 SIII, Equal -leg Frame Alum. 605YTB 10 624M4 SIII Adaptor Alum. 606}lu 11 624043 16ash PIA Pail Alum. 600ym 12 624" Sash Lack Rail Alum. 6005A-T61 13 624041 Sash Top &Bottom Rail Alum. 6063-T6 14 624027 HO Meeting Rall Alum. 606346 15 624005 Sol. Meeiilg Red Minn. 6005A-761 16 624047 Screen Adapter Alum. 8053-T6 17 624051 hatill.U.. Hole Cmer Alum. 6063-T6 18 64125M Wndlosd Adapter Alum. 6013 Tm 19 B24W2 Sill Track Mum. 6061T6 20 624015 An1i4i0 Clip Mum. 6063-T6 21A 624M IG Bead Alum, 6069.75 21B 624011 IG Srizp Bead Mum. 6063-TS 23 624026 7flV Laml Glaz. Bead Mum. 6063-T6 24 624013 511W Lem[ Cl., Bead Mum. 6063-T6 30 GTP247 Glazing Bead, But, Vinyl for#624013&#(C?0 Vinyl 31 61P248 Glezirg Bead, Bulb Vinyl for 0624009&# 11 Vinyl 32 712653K Moro serum Black 3/32 X 1/d' X I- Neoprene 33A 7171W Lemi IG Salting Block 1/8' x 314- x 1-llle Neoprene 33B U014 IG Snap Setting Block Vinyl 35 724615 Sweep Latch Cast Lnc 36 712DB Weep We Cover Vinyl 37 417M Hole Plug Virr l 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 IPull Rail End Cap Vinyl 40 72d048 IRoller Housing &Sash Guide Vinyl 41 724052 IftllsrWhecl. Brass 42 724054 Sash Top Rail Gasket. (LH & RH) Polyethylene 43 724055 Sash Bid Ra[I Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724M Frame Sill Gasket, (LH & RH) Pdyethylene 48 n4063 Meeting Rail Gasket Polyethylene 50 Wealhersbip, .18T x .17M. Fin Seal @ Sash 51 Wealhersldp,.. 18T x .27W, Fin Seal @ MR 52 67070 Bulb Vinyl 60 710)08PPAX #10 XX8- Ph. PH SMS (Wmdload Adapter) Stainless Steel 61 781PDX 48 X1v Old. PH EMS (Frame & Sash Assembly) Staid.. Steel 83 Aluoninum Sereen with Fiberglass Mesh Names ]0 Kommedilg Kodispeoe 42G TPS Sae Sheet 18 for Materials73 71 Guanex Super Spacer it T 72 0uarex Duraseal Spacer lCandfral � Edge Spacer 76 ID 791, 8S9 or GE 7700 Backbeddlg S[li.m ul ASSEMBLY DETAILS FOR NOTES: ,1) ALL CORNERS TO USE GASKETANOIOR SEALANT, 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLART'. LU d m YY�n/s K ON a Tr 'o =lW Ul U _ U' z 11= Q rpN� J O n U-S n w W O Z x ui� R� J Ry h r UUd e. F Z v �<< c ; Z oZm W Fm 0 O ®$ o _N o: IaaVS x Z o Z � U J 0 O ¢ = Q m ens a=� , was pNY LYl & ll�, _= * No. 5B705 'P till fillll A. LYNN MILLER. P.E.