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HomeMy WebLinkAboutNOASCANNED BY St. Lucie Countv M��IAMMI-DADE MIAMI-DADE COUNTY 171':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.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 produ m e s to meet the requirements of the applicable building code. This product is app oved described erein, and has been designed to comply with the Florida Building Code, including th High elocity Hurri ane Zone: DESCRIPTION Series "HR7710A" uminum Horizontal Roller Window—L.M.I. APPROVAL D UMENT: Dr mg No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 19 06/30/1 are ac rer, ed and sealed by Anthony Lynn Miller, P.E., bearing the Mi ade County ,Pr duct trol Approva p with the Notice of Acceptance number and a roval date by the Miami -Dade County Product Control ection. XIISSILE IMPACT DATING: Large and Small Missile Impact Resistant LABELING: Each unit sha a ermanent label with the in s name or logo, city, state, model/series, and following statement: "Mtamt- roduct 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 f,,) r$ Approval Date: August 23, 2018 8 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611, 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 1 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 12/28/17, expiring on 07104/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61 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, RE G. OTHERS 1. None. E-2 Mavuel Pe ez P.E. Product Covtrol in NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCTHAS BEEN DESIGNED&TESTEDTO COMPLYWITHWE REQUIREMENTSOFTHE FORMIC HOR FLORDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVH QUANTRIES�23' 12 ( 2)' SEETABLE51 4` O.C. 9 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABDVE 30IN THE MVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMLDADE COUNTY APROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN TAX THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1 X W000 BUC OV AREOPTIDNAL IFUNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOODBUCKS DEPICTEDA52X ARE 1.1Q HF THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNEOAND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) Ile MM. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: SEE WEEI A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PERASTME1300. NOTES THIS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWAJL.E STRESS DESIGN. MO. ]F :IGHi SASH / 7F VISIBLE BUCK LIGHT m NEIGHSSHSASHVISIBLE LIGHT ' B THOLE MEET 75'BUCKWDW LL TYP. FLANGE XO ELEVATION (OX SIM.) MA)I. DIMENSIONS ALLOWED SHOWN 0)THEANCHORAGEMSWOOS SHOWN HAVE BEEN DESIGNEDTORESISTTHEWINDLCADS FORANCHOR CORRESPONDING TOWS REQUIRED DESIGN PRESSURE. THE3y1n% STRESS INCREASEHASNOTSEEN QUANTITIES,T USED IN THE DESIGNOF THIS PRODUCT. THE 1.6 LOADUURATION FACTORWAS USED FORTHE SEE TABLES 1&18 EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR \C MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUESWATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7091 E 18-7891.01: ELCO ULTRACON NON ELCO CRETEFLEK NOA Ff NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA N658 ALUMINUMDESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. O4vlptl9n lL19e Horm lnmrlorl OP Table Anchor Table0 ryW xo/Gx K010% XO% sro ND A. Sro sro ND sro 1/B' ..UJO'PVB. ll4'gN 2 ] 12 15 3 1 3 8 12 16 3 W16'AN..09D'PVB. WIFAN 3 - B 13 18 4 1W1FUG:I1WANCAP,A525PACE.IRAN, .696'PVB. 1WAN 4 ] 12 15 5 1W16•UG: 1I5"1P CAP, AIRSPACE, 1/FAN, .09, VB. 116'AN 3 ] 12 15 6 IWIT UG: WIF AN CAP. AIRSPACE, VW AN.o9o' PVB. 1/F AN 3 - 9 12 - t8 Y16'LIG: NIS TP CAP, AIRSPACE. 1/6'AN. ANI'PVB. 1/B'AN 3 - 8 12 - 16 B VAN „600'SG, 118'AN 5 6 16 13 14 17 W1F MS, .090 bG, Wt6"Hb 5 B 11 13 14 18 10 1WIFLIG:IIB"ANCAP,AIRSPACE,WI6"AN..M'SG.Wt6'AN 5 6 10 13 14 17 11 1WIFLIG:1/B"wP P'n_MPACE WIF AN.060' SG. 3I16' AN 5 6 M U 14 F] 12 1WIF LIG:IIB"AN CAP. ARSPACE, 1/F H5,.090" SG.1/B'HS 5 6 H 13 14 iB 13 1W16'W:98"IP TAP, AIRSPACE. 1/B'HS,.WV'SG, 1/6'NS 5 6 11 13 14 18 M 1WIFLIG: WIFAN CAP. AIRSPACE. LIB' HS..09F SG, 1/B'HS 5 B 11 13 14 18 IS iW1F LNi:W16'TP CAP. AIRSPACE. 1l6 H5..0P 5G. 1/B-H6 5 9 11 13 14 18 SG- KURAFUW SENTRYGL S' INTERLAYER BY XURARAY AMERICA INC. PVB -KURARAY TROSIFOO PVB INTERLAYER BY KURARAY AMERICA, INC. AN ANNEALED HS- HEAT -STRENGTHENED 1 -TEMPERED HEIGHT 1 62' BUCK HEIGHT Ir O.C. v{ 12.OQ DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES —1 IARGEBSMALLMISSILE IMPACT RESISTANT 9-MAX (6Iz IML. BUCK) SE SASH FIXED VISIBLE VISIBLE LIIGHT LIGHT SSWLE d LIGHT "BIBLE LIGHT VISIBLE LDED IGHT 1) DETERMINE THE SITE SPECIRC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROMASCE7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SZE. DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLI 2.11. IT MUST EQUAL OR EXCEED WE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12.18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. IS THE SAME PROCESS FORALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGMOX). WEEPHOLE NOTES: 1)1-5/8• X.300- WITH PLASTIC BAFFLE. 2)1 WEEPHOLE LOCATED AT FROM EACH END. 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL 'C, a � OL, 9' m Y UU J y. o gg a O: m O S VI N (7 N aloO Q YO pJ O i N Z W b W O r ee, S V IS _J v.va o W Q Dx 9M0 ^Ze FJ- _ � m � O � W J 0 F j W W m LL 0 m � y M S F O laays a � Z J O Z 6 D W Z a ¢ � i 4- 'm0 —11 TNOTES, 1 I SEE SHEET 1] FOR 119•BUCKWIDTH 120' OVERALL WIDTH �I THIS SHEET LY111/1j Pt YN ; ()JAY N,� INTEGRPI FlN SOON.,..... ANCHORAGETYPE TYP. FLANGE XOX ELEVATION 85PACING MAX. DIMENSIONS ALLOWED SHOWN G * •' No. 58705 GENERAL NOTES..... ........... . ...... ELEVATIONS..........................................1 � CODES/STANDARDS USED. GLASS TYPES TABLE--- 1 =p '� S�O O '� a201T FLORIDA BUILDING CODE (FBC). BTH EDITION DESIGN PRESSURES .......................... 2-9 STATE OF �.O, aASTM E1300419 ANCHORQUANTITIES .......... 10-14 L(C '•PXORIDA,:' ALUMINUM DESIGN MANUAL, ADM-20155TRUCTION IEKTRUSIONORFIESOR SPEC---18-1] �'s 701VALIB�( .AISI SIM12 CORNERASSEMBLY....._.................... 19 aAISC 360.10 PARTSLIST.._......................................19 ALYNN MILLER, P.E. P.E0 55705 Overall Width Design Pressure slRsfiTjXO 8 OX Windows Glass Type: 1 Meeting Rail: Standard 22-1/B" Oleall Hit 37" Oleall Hgt. 49" 0leall Hgt. 55" Oleall Hgt. 63" Overall 20" +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 765.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 65.0 3 +65.0 65.0 +65.0 6 +65.0 65.0 +65.0 65.0 +65.0 65.0 49" +15U 65.0 +65.0 65.0 +65.6 65.6 +6se 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 5.0 65.0 +65.0 65.0 +65.0 .0 74" +65.0 6 +65.0 65.0 5.0 65.0 +65.0 65.0 +63.3 63. Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (lbsife) for XO & OX Windows Meeting Rail: Standard 22A/8" Oleall Hirt. 37" Oveall Hgt. 49' Olea11 Hgt. 55" Oleall Hgt. 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 +6&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 60.0 +65.0 60.0 49" +65.0 -80.0 +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 -80.0 +65.0 .80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. MR 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 NUT AVAILABLE SIZE. EXTERIOR a GLASS TYPE 1 GLASS .090„PVB -ftLim. '09 HS GLASS 30 24 23 1W NOM. GLASS BITE EXTERIOR UTERIOF a a 74 32 GLASS TYPE 2 C 1WIS'NON. --t- GLASS STACK A*G�S- AIRSPA 'TEMN 311TANOF SWGASE 74'�ORNON. 1@OR@- S BREEXTEXTERIOR �OR73 3@OR 3R GLASS TYPE 5 ✓ GLAE 13116" NOM. - GLASS GTAGK 1Q'NON, GI SSBITE FA Y �2 W �2 .a a � � O N Tn Po O 7N i 4 W i O W ZLL m!z y n 0D U U_o us umv0 HZ Y ¢ Q aN v o W r y P o m °u z Z K W J w J m p F ®& = IY O 0 3 Na < W K Q ' Z Z w � � D J G W O y apt vza0 suns *: n No.56705 Overall WidthR Glass : 4 Design Pressure (Ibsif ) for XO & OX Windows Rail: Standard 22-118" Overall Hgt. 1 37" Overall Hgt. 49" Overall I 1 55" Overall Hgl. 63" Overall Hgt. 20" +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 2S +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 -80.0 +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: a to15 Design Pressure (Ibslft) for XO & OX Windows ardrd Meeting Rail: Standard 22-1l8' Overall 1 37" Overall HgL 49" Overall Hgt. 55" Overall HgL 63- Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +Ko -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -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 +80.0 -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.o -11im +80.o -110.0 +81 -110.o +80.0 -110.0 +80.0 -95.T 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FINAND EQUAL -LEG WINDOWS, SUBTRACT I-FROMTHETIP-T0.TIP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SRH. EXTERIOR a .y IY16'NOM. Imo- 1- GLASS STACK "90-PVB B'AN GLASS 74 n-NOM. GLASS BITE 7 70-73 GLASS TYPE 1Y16'NOM. GLASS STACK Yt6-MOR AIRSPACEJOBS So• HS GLASI18"AN OR SG Y16S Or ORTPGLASSY16'ANGLASHSGLAS'S1n'NOM �R 1B1GLASSBassI Be. EXTEERIRIIOR 74 EXTERIOR 32 70-73 OR3 GLASS TYPE 8(ANNEALED)- GLASS TYPE 1O(ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) ✓ 1Y16'NOM. �- GLASSSTACK IX16'NOM. -�- GLASSSTACK 1A'ANOR TP GLASS TYPES8-IS EXTERIOR 'GLASS MAY NOT BE USED 16I111 INTEGRAL FIN • FRAMES MWANOR >1I8'HSGLASS TPGLASS 1I8'He GLASS 4 31 74 WNOM. 1®OR 1 1R'NOM. GLASS BITE GL455 BITE EXTERIOR 70.7J �0 3B 70-73 ANNEALED) GLASS TYPE 14 (ANNEALED) -FMPFRFDI GLASS TYPE 15 frEMPEREDI1// � y ❑ o SON �p »00 0 K O ¢ Z O�� a� w ZLLb Un Ud e� J >.o,a r wo v aea m �z s W J J � FO In Oa7 ® m rq IV w j €K O In rn I».s '¢ 3= w o z a z_ z � w LO O J W II = Q ❑ TABLE 6: TTPESB-1s Icross MAY NOT BE USED WITHINTEGRALFIN '-1100 FOR GLASS TTPE60-13515 FRAMES 1116-NOM. GLASS STACK L� 1Y16'NOM. GLASS STACK ��..��yy 13ftVNOM. GLASS STACK Y16-AN AIRSPACE '090-SO AIRSPACE .09W SO AIRSPACE 09PSG HS GLASS WAN OR Im. AN OR Y16-ANOR .090-SG Y16-ANOR TPGLASS 3116-AN GLASS TPGIASS IM-HSGLASS TPGLASS 110' NS GU 30 HE 31 ]4 31 7d ]d1 R 1 1R' NOM. 7OR 18 1R-NGM. 1®ORlIINOM 1? NOM.GLASS BITE GLASS BITE GUSS BITE GLASS BITEEXTERIOR XTERIOR EXTERIOR � EXT f 7470.73 OR 3B 70-73]0-7332 ®OR 3B ®OR GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) ✓ GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) V GLASS TYPE 13 (TEMPERED)✓ GLASS TYPE 15 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EOUALiEG 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 NEXT AVAILABLE SIZE. OLerall Wi h Design Pr sylre-tl ) for XO & OX Windows Glass Types: a thLu t5 Meeting Rail: Heavy -Duty 22-1l8" Overall Hgt. 37" OueLall Hgt. 49" OleTall Hgt. 55" 0lerall Hgt. 63" OLerall Hgt. 7fi" OM3rell Hgt. 20" +g0.0 -110.0 + -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -170.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -11D.0 +80.0 -110.0 7" +aD.D -n . +eo.o -11n.o +ao.a -110.0 +ea.o -11o.D +eo.o -11D.o a9•• +so.o -no.o +eo.o -no.o +so.D -no.o +ao.a -no.o +sD.o -11D.D +a0.o -11o.D s1^ +eo.o -110.0 +eo.o o -1to.o +eo.a -11o.a +ea.D -11D.o +eo.o -11o.D +80.0 -1 +80.0 -110. +80 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.6' 76" +g0.0 110.0 +80.0 -110 0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -105.8' m_ Y W LYNN��'.,. * : No.58705 �CCss/ACOPoOP,.NG��� "'''r �NAL 1E ````� A LVNN MILLER, P.E. P.E050T05 TABLE 7: 1/8' AN GLASS 090"PVB 1/B-AN GLASS 30 24 12"NOM. GLASS SITE EXTERIOR a 4 3z GLASS TYPE 1 MS. NOW %GLASS L.�.� STACK AIRSPACE .090"PVB LB"AN GLASS 1/B"AN GLASS 31 74 1®OR i6 LASS BIiE EXTERIOR 0-77 .OR 30 GLASS TYPE 4 {�� INIVNOM. GLASS STACK AIRSPACE .099, PVB QV-57.924 ^MIN, SABH WIDTH (FLANGE WINDOWS) 2 1l9"TP 1/a'AN -MIN. BASH WIDTH (FIN flEQUALiEG WINDOWS)= OVEMLL WIDTH-56.926 GLASS GLASS 31 74 2 18OR 16 10 NOM. GLASS BDE EXTERIOR a 70-73 3@OR 3B GLASS TYPE 5 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I- FROM THETIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SIZE. Overall Width Sash. Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Design Pressure (Ibslftz)for XOX Windows Meeting Rail: Standard 21-1/B" Overall Hgt. 29" 0lerall Hgt. 37" 0lemll Hgt. 49" 0lerall Hgt. 55" Overall Hgt. 63" O+zrall Hgt. %7/ �/ 12.038-12.052 +60.0 b0.0 +60.0 b0.0 +60.0 b0.0 +6D.0 -60.0 *6D.0 -60.0 +60.0 -fi0.0 12.053-15.008 +60.0 b0.0 +60.0 -60.0 +6g.0 -60.0 +6D.g -60.0 +6D.0 50.0 +sD.g -so.g 1/d_%i 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 49�� 7/r1/J-YJ 13.3g3-16.675 .so.o -so.a «sa.o bo.o +so.a bo.D «so.o -so.o +so.o -so.D +so.o -so.o 12.038-14.333 +60.0 -60.D +60.0 50.D +60.0 b0.0 +60.0 b0.0 +60.0 50.0 +60.0 -60.g 53 7/e° 14.334 - 18.050 +60.0 50.0 r60.0 -60.0 +60.0 b0.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 1/a 1/z 7/q 12.038 - 16.302 +60.0 b0.0 +60.0 50.0 +60.0 b0.0 +60.0 50.0 +60.0 b0.0 +60.0 -60.0 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 b0.0 +60.0 -fi0.0 +6g.0 -60.0 +6g.0 -60.0 �/y1/q 12.038-20.052 +fi0.0 -60.0 +60.0 -60.0 +60.D b0.0 +60.0 -60.0 +60.0 b0.0 +51.9 -57.9 76" custom 20.053-22.t85 r80.0 -60.0 +6D.0 4i0.0 +60.0 50.0 r60.0 -60.0 +60.0 b0.0 +60.0 b0.0 1/a-1/J-7/a 22.166 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 *60.0 -6D.0 +60.0 -60.0 +80.0 -60.0 1/d 1/ %A ••-24.OB2 +60.0 -60.0 +g0.0 -60.0 +80.0 80.0 +58.2 -58.2 +53.9 b3.9 +qe.7 -08.7 82-1/8" custom 24.083-26.185 +60.0 -B0.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.D +60.0 50.0 +57.8 -57.8 26.188-31.038 «60.0 -60.0 r60.0 50.0 +60.0 -60.0 +fi0.0 bo.D +60.0 b0.0 +g0.0 -6D.0 >/q%1/ ••-25.302 +60.0 -fi0.0 +60.0 b0.0 +60.0 50.0 +58.2 -58.2 +53.9 -53.9 +qg,7 -08.7 97" custom 25.303-27.185 +fi0.0 b0.0 +60.0 b0.0 +60.0 -60.0 +60.0 bo.0 +60.0 50.0 +55.5 -55.5 custom 27.186-31.038 +60.0 b0.0 +60.0 b0.0 +60.0 bo.0 +60.0 b0.0 «60.0 b0.0 +58.6 -56.6 -28.302 +60.0 b0.0 +60.0 -60.0 +60.0 b0.0 +58.2 -59.2 +53.9 53.9 +q8.7 -08.7 109" custom 28.303-29.785 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +59.8 59.8 +51.3 -51.3 custom 29.786-31.038 +60.0 b0.0 +fi0.0 b0.0 +60.0 b0.0 +60.0 b0.0 +60.0 b0.0 +52.5 52.5 720" 1/a 1/2-'/4 -31 A38 +6D.0 b0.0 +60.0 50.0 +60.0 b0.0 +58.2 -58.2 +53.9 53.9 +48.7 -08.7 Do LU o N _.aa ❑ n o 0 tOD Yn m� � aloo Oa Q 0 O Z z � J O U- W O Z e' e p ULj ¢ J. J J G uno�0 n H. z v u a oN ams W .� z OD W JDO W m LL JO F 0 IJ � C N /aays 0 = W o z o � z z z U J W ¢ ❑ - =uu 1J1nlul////� ='CxQk CENSe 4fl e:' P , No. 56705 APO ST EOFi�.•([/� .... ...AL Overall Width Sash Configuration Width Range (in) Glass Types: 2, 3 Design Pressure (lbs/fe) forXOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29' Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12.038 - 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 1/a-1/3--Y3 12.053 - 15.008 +65.0 -80.0 +65.0 -BD.O +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 1/d 1/2 1/y 12.038 - 13.302 +65.0 -80.0 +65.0 -BO.0 +85.0 -SU +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 13.303 - 16.675 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 % 4_�/ 4 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 -8D.0 53-11V 1/3-1/ �/ 14.334 - 18.050 +65.0 -80.0 +65.0 -110.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -SU -/ -/ 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -SOO +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 81" 3/3-1/a-S 16.303 - 20.675 +65.0 .80.0 +65.0 -BO.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BD.O 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 22. 20.053-185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 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 1/4_1/ - 24.082 +65.0 -80.0 +65.0 -BO.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083-26185 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/ 26.186-31.G4B +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1�%s �� -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 25.303-27.165 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-�/3-1/3 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 -BO.0 Y -'/2- %, '- - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303-30.185 +65.0 -80.0 +65.0 -00.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -BO.0 1/3-1/S-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 -BO.0 ?/!/4 "-29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 113-518" 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 -80.0 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 -B0.0 �4_1/i 1/4 -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 custom 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 "MIN. SASH MOTH (FLANGE WINDOWS)= OVERALLWIDTH-585% 2 MIN, SASH WIDTH (FIN &EQUAL -LEG WINDOWS)= OVERALL MOTH -57.556 2 NOTES 11 OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1-FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO OETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE 09W PVD US' GLASS 30 24 . LASS SIT GLASS BITE EXTERIOR a 74 32 GLASS TYPE 2 3116-AN GLA os6•• wa 3D W16"ANGIASS 23 UZ^NOM. GIASS arts EXTERIOR a ]4 32 GLASS TYPE 3 TABLES Sash Glass 1W15'NOM. GLASS STACK AIRSPACE .090'PVB OR 3N5"AN TP GLASS 1I0"AN GLASS ♦pprvred er eowplyin¢wN5 tM FM1M wmsc 31 74 Daa No i evdvd OR 16 rz• S SITE Goss B E L EXTERIOR a 70-73 3®OR 36 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) m y W - o M DO > - ❑ o �5 Op a O e Z O O LU LL Z m su d x w - ®p a O d LU _O ~o Z F w 2 ^W< ED 0mo oZm K m W m J J O Q O P � H w ^ ® J g rO '¢ x "D rc o O n- w z z (, V J W Ij Q ❑ `111111111111r "MIN. SASH WIDTH (FLANGE WINDOWS)= GVERALL WIDTH-58558 '40.0 FOR GLASS TYPE] 1.75,0 OVERALL WIpTH-57555 FOR GLASS TYPE 7 `N��pNY LY/�1v "" MIN: SASH WIDTH (FIN B EQUAL -LEG WINDOWS) = Z ��a�.'.LIGENSF ' * N.. 58705 = NOTES: =9:•� ' A•. 7 SHOWN INTEGIP 110VERAL DIMENSIONS .FOR DIME SIO DIMENSION IN WINDOWS, SUBTRACT WINDOW$NE �ee�eOfVAII, THE TABLE TO DETERMINE THEEQUAL-LEGTABLE THECTI'FROMTHETIP-TDTIP THE WINDOW SIZE. A Y\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. - A LYNN MILLER, Pe. P.E %59)05 olemll Sash Width Types: 6, 7 Design Pressu Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/a % -/ 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A 10.0 44" 1/?/3?/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 !Y ?/4 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/y-%z 1/3 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 53-118" 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/i %4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 . +80.0 -110.0 +80.0 -110.0 61" 1/%3-1/3 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/3_1/ 22.186 - 25,675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/e 1/z Y4 "-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 %3-1/ ?/3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 y +/ �/ "-25.302 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +60.0 -90.5 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 +/3-1/3 1/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.13 -110.0 +80.0 -110.0 +80.0 -98.9 -28.302 +80.0 -110.0 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28,303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +WO -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/ +/ % -29.453 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 1135/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1%-1/3-1/ 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1' Y Y -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -101.0 +80.0 -90.5 12D" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -102.9 +80.0 custom 33.186-38.222 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 "MIN. SASHWIDTH(FIANGEWINDOWS)= OVERALLWIDT11-50.556 2 --MIN. SASH WIDTH (EQUAL{EG WINDOWS)= OVERALL WIDTH-57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE 714E WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE SUE. LASS ASS *31116- .iEEXT 1N16-NOM. �- GLASS STACK AIRSPACE .ago -So 118'ANOR TP G1AS5 3116-AN GLASS 31 74 ))OR 1B ID'NOM GLASSB E EXTERIOR a )OR 38 0.73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11(TEMPERED) ✓ G1A55 -15 MAY NOEDWITH [!I PBE INFINFRAME Overall Width sash Configuration sash Width Range (in) ( Pressure n Desi9 Ibsift2 for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21_i/B" Overall Hgt. 29" Overall Hgt. 37" 01e1a11 HgL 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 AMID +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44° 1/3_1/3_%3 12.053-15.008 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/r1/ 12.038-13.302 +SD.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" �/ -/ 13.303-16.fi75 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1� �� �� 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.D +80.0 -110.0 53 1/8° 1/23-;3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61' 1/ �/s-% 16.303 - 20.675 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 .110.0 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/r�q ••-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -80.0 -110.0 +80.0 -110.0 +80.0 -106.7- 92-118" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/- Y3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 % -1/2 Y4 ••-25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.71 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1%-1/ -1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +/ /%q ••-28.302 +80.0 -110.0 +80.0 -11OX +80.0 A10.0 +80.0 -110.0 +80.0 .110.0 +80.0 -106.7- 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-%3-%3 30.186 - 36.675 +80.0 -110.0 +80.0 A10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1Y YrY -29.463 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7- 1135/8° custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 33.186 - 36.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -180.0 -106.7' 120' custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -107.8 custom 33.188 - 38.222 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 I -110.0 +80.0 1 11001 80.0 -110.0 -'MIN. SASH WIDTH (FIANGE WINDOWS)= OVERALL MOTH -58556 2 ^ MIN. SASH WIDTH (EQUAL -LEG WINDOWS)- OVERALL WIDTH-67.5% 2 NOTES'. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP-TdTIP DIMENSION IN THE TABLE TO DETERMINE THE MNOOW SRE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SIZE. IGIASSTYPES8.15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES VW HS GLASS .090- SG 116'HIS GLASS 30 23 IW I GLASS PSS SITE EXTERIOR a 74 32 GLASS TYPE 9 13116"NOM. GIASSSTACK AIRSPACE .09P'SO 118"AN OR TPGLASS 11B'HS GLASS 31 74 \qOR 1B la. NOM GlassslTE EXTERIOR a OR 3e 70.73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) ✓ I GLASS STACK AIRSPACE .090'So VtW AN OR TP GLASS 118-HSGIASS 31 74 1B )10R In-NOM M-SS BITE EXTERIOR a �OR 3B 70-73 GLASS TYPE 14 (ANNEALED) GLASS TYPE I5(TEMPERED) \� m 4 zn ❑ o 0 toil 0 0v x �m O iW W Z 4 O Z O ❑ J W ILLM fZ 0 a Q u.o.0 ox 0 In � e N z MO oi 1r J p � r m O � W m rc O= � W W la.vs � D e o 1 Z_ a Z w � L aul \\\1\1111111j v�``�?O.. G...... - 140.58705 Al .: �(4�• '7.s!ONALIeIN A LYNN MILLER. P.E. P EA W705 Glass Types: 1 thm 7 Anchor Quantities r-7 O & OX Windows Meeting Rail: Standard Overall 22-1/8" Overall Hgl. 7" Overall gt. 49" Overall Hgl. 1 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill Head & Sill m Head & Sill Head & Sill E.M&SIllll m20' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3325" 1+C2+1 2 1+C2+1 3 1+C2+1 33i+C2+1 1+C2+1 1+C2+1 3 i+C2N 3349" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3361• 1+C2+1 2 1+C2N 2 1+C2+1 3 1+C2+1 3367" 1+C2+1 2 2 1+C2+1 3 1+C2+1 3 3q• 1+C2N 1+C2+1 1+C2+i 3 1+C2+1 3 3 '1+C2+1 FOR UIIASS TTFES 1.4 & 5 hm Glass Types: 8 t15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-118" Overall Hitt. 37- Overall Hgl. I 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head 8 Sill m Head 8 Sill E Head 8 Sill m Head &Sill E Head & Sill m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2N 3 i+C2+1 3 2" 1+C2+1 2 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 3T i+C2N 1+C2i1 HC2+1 3 1+C2N 3 1+C2+1 3 49" i+C2+1 2 2 1+C2+1 3 1+C2+1 3 1+C3N 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 2 3 2+C3+2 3 2+C3+2 3 7�2+C2+2 74" 2+C2+2 2+C2+2 2+C2+2 31 2+C3+2 3 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 2ANCHORSAT THE FnIED LITE 23'MAX.O C. _71 rn __� 2z-trz' / MAx. o.o 12' MP%. O.C. i 7F7 2-ANCHOR CLUSTER DETAIL Glass Types: Anchor Quantities for XO & OX Windows Heat/ Meeting Rail: Heavy -Duty Overall 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgl. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Width Head & Sill m Head & Sill m Head & Sill E Head & Sill E Head & Sill E Head & Sill ,Ea 20" 1+C2N 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 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 1+C2+1 4 37" 1+C2+1 2 HC2+1 2 HC2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+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+C2N 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 7" F676" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 2+C2+2 2 2+C2+2 2 2+C3*2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 mit.O.c. 3-ANCHOR CLUSTER DETAIL 7r7 4-ANCHOR CLUSTER DETAIL NOTES 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR EOO7 X WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SITE. 2) FOR SUES NOT SHOWN, ROUND UP TO THE NE%TAVAIIABLE BILE. m G O m O P � i 0 O u�¢" O QJG ZLL m+ z tr f�D I W UUd e [v op J 7g uno 0 ^ a J oN o ; p- ^ a a h axo z J 0 0 0 O r o � � I=ays € O 2 Q C3 <2 O Q 0 OS li^ Wz �4 * : No.58705 �"','01VAL1ENGv. A LTNN MIu_ER, P E P.E.R M705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-118" Ovemll Hgt. 29" Overall Hgt. 37" Overall Hgt, 49' OMamll H91. 65" Ocemll 1 63" Overall I Head 8 Sill 5 Head 8 Sill m Head 8 Sill Head 8 Sill Head 8 Sill Head &Sill m Y4 �'/,-Y4 12.038 - 12.052 1+C2+HC2+1 2 1-1 2 1+C2+1+C2N 2 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 72.053.15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aC2+1 3 Y4- +/x '/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2N+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1-C2+1+C2+1 3 1+C2+1+C2+1 3 49" %%>-1/s 13.303-18.875 1+C2+1aC2N 2 1+C2N+C2N 2 1+C2+1*C2N 2 HC2N+C2«1 3 1+C2+H02+1 3 1+C2+7+C2+1 3 �/ -1/�1/ 12.038 - 14,333 1+C2N+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 53-118" �%%a 14.334-18.050 1+C2N*C2+1 2 1*C2+1+C2N 2 1+C2+1+C2N 2 7+C2N+C2«1 3 1+C2«7«C2+1 3 1+C2+1+C2+7 3 % Y �/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+1 2 HC2+1+C2N 3 1+C2+1+C2+1 3 1+1 3 fit' 76.303-2D.675 1+C2+1+C2+1 2 7+C2+1+C2N 2 i+C2N+C2+7 2 1+C2+1+C2N 3 1+C2+1aC2+1 3 1+C2N+C2N 3 12.038-20.052 1+C2+2+C2a7 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+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+l 2 1+C2«1+C2+1 3 1+C2+1+C2+1 3 1+1 3 22.186- 55.675 1+C2N+C2N 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2N+C2+1 3 1+C2+1+C2N 3 1+C2+HC2+1 3 /%z 1/ '•-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-119, custom 24.083-26.185 1+C2+2+C2N 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1.C2+2+C2+1 3 1+C2+2+C2+1 3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2N 2 HC2+1+C2«1 2 1+C2+1+C2+1 3 1+C2+1+02N 3 7+C2N+C2+1 3 11 yz-'/, •'-25.302 i+C2+3+C2+1 2 1aC2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 HC2+3+C2+1 3 97" custom 25.303 - 27.185 i+C2+2+C2+1 2 HC2+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 cuslam 27.186-31,039 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+C2N 3 1+C2+2+C2+1 3 %4_1/%4 •'-28.302 HC2+3+C2+1 2 7+C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3aC2+1 3 1+C2+3«C2+1 3 109" custom 28.303 - 29,185 1+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3aC2+1 3 1+C2+3+C2+1 3 custom 29.1 B6-31.038 1+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+C2N+C2N 3 -31.038 HC2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2 2 1+C2+3+C2+1 3 1+C2+3+C2+7 3 1+C2+3«C2+1 3 MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALLWi-57.924 2 MIN. SASH WIDTH (EOUAL-LEG WINDOWS) = OVERALL WIDTH-56.924 2 NOTES: 1) OVERALL rrP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT I- FROM THE TIPJO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SUE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: THE SASH 22-1Q"MAX.O 9" MAX. 12"MAX. O.C. 2-ANCHOR CLUSTER DETAIL ANCHORS ANCHORS I INTHF TERED AT THE I IDENTIFIED AT THE IJAMB 3ANCHORSAT FETING PAIL MEETING FAIL FIXED LRE F1 r ANCHOR AT F� 12'MAX O.C. THE SASH _J L_____JAJREP�T 9°MAX. X / O MEETINGRAIOR PATTERN AT SILL m R > 3 a y O In N z. °Io0 Q U• On N Z � J O ZU- ' O n 0 Ur Oi U0 o � J a uxoiO J oN oa0 n>ed N z W j J m F LL O O x tz ® m Ni r ig rr F z lams 5 0 = Q i O o o z 0 0 w O � x J Z Q Q all'1 'aza0 a ua5 * ! No. 58705 A LYNN MILLER, PE P E» 597LG TABLE 16: 1Y MAX. O.C. y�•un m. emec / wu_yC 2-ANCHOR •� CLUSTER DETAIL a, MAX. O.C. > o ly rc 0 ON �� o O +I� 3-ANCHOR O n : �+ K in 0 CLUSTER DETAIL 6 z I u z w z o U, E = w e 00 o o u.urooN FZ e `x < Q O W C Y z �Z 3 K W W J J p rn U- O F O N m IX GUIDE TO USING ANCHOR QUANTITY a °�' ti F TABLES FOR XOX WINDOWS: F 0 ¢ I 1+C 3+C241 G 3 O^MIN.SASHWIDTH(FIANGEWNDOWS)=Q QMIN.SASHWIDTH(EOUAL WIN00W5)vOVERALLWIDTH-5T658 CLUSTER OF2 CLUSTEROF2 2 ANCHORS 3ANCHORE ANCHORS IN Q1 ]]] 1 ANCHORAT THE SAE H C MEER ATTTHE RAIL C ENTEANGATTTHE SANCHCRSAT RAIL \� �`�QNY LYNN,�i • ' 22df1 MAX. CC. I�.— THE FIXED LITE 1 ANCHOR AT ` P��; uCENSF P �- 12•MAX O.C. THE SAsH _ * ! No. 58]05 '•. NOTES' L._ _ _ 9"MAX. '�Of Q•. S1A JE (}F ;(, T Q ,••((/� 1)OVERALL QIP TO TIP) DIMENSIONS SHOWN. FOR EOUALAEO WINDOWS. SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE X / O X F[ORIOp '. ��'SS�ONAL E�G�� TO DETERMINE THE WINDOW SIE "III MEETING RAIL REPEATANCHOR PATTERNAT SILL I I I I I IIL 21 FORSMS NOT SHOWN. ROUND UP TO THE NEXTAVNIABLE S12E 0. LVNN MILLER. P.E P.EO SB]a5 0lemll Width Sash Confi9umtion Sash Width Range (in) Anchor Quantities foFXOX Windows Glass Types: z, 3, e. ] Meeting Rail: Standard 27-118" 01emll Hgt 29" 01emII Hgt. 37" 0lerall Hgt. 49" 0lerall Hgt, 55" Owmll Hgt. fiT' 0lerall Hgt. Head 8 Sill Head &Sill A Head 8 Sill � Head 8 SIII � Heads Sill n Head 8 Sill � 12038-12.052 7aC2+HC2+1 2 7+C2+1+C2+1 2 HgaHC2+7 2 HC2H+C2+1 3 7+C2a7+C2a1 3 HC2+7+q+1 3 44° 12053-15.006 1+C2+1+C2+1 2 Hq+7aC2N 2 1aC2H+C2+1 2 HC2N+C2a7 3 1+C2a1+C2N J 1aC2+7agN 3 12.038-13.302 7aC2+7aC2+1 2 I+C2+1aC2a1 2 7+C2+1+C2N 2 1+C2a1aC2+1 3 1+C2+1+C2a7 3 1+C2+t+q+1 3 49° 1/a�/i�/i 13.303-117.8]5 7aC2+1+C2+1 2 1+C2N+C2N 2 1+C2+HC2a1 2 1+C2+1+C2*1 3 1+C2+1aC2a1 3 1a02+1+02+7 3 53-1/6° 1��/i�/i 12038-14.333 14.334-18.050 7aq+7aCN1 1+C2+7+C2+1 2 HC2*1+C2+1 2 1+C2+7+C2+1 2 Hq+1aL2a1 2 i+q+1+q+1 2 HC2a1+qN 2 Hq+1+q+1 3 1+C2a1•C2N 3 7aC2a1+C2+7 3 7+gaHC2N 3 1aq+1+q+1 3 3 12.038-18.302 t+q+HC2+1 2 Hq+iaq+i 2 HC2+1+C2a1 2 1+C2+HC2+1 3 1+C2+HC2+1 3 1+ga1aq+1 3 fit' 76.303-20.6]5 7+C2•HC2N 2 7aC2+1+q+1 2 1+q+1aCN1 2 HC2*1+q+7 3 1+q+7+C2+1 3 7+q+7aq+1 3 12.038 - 20,052 7+C2+2+C2+1 2 7+(xa2+C2+1 2 HC2+2+C2a1 2 1+C2+2•C2+1 3 HC2+2+C2ai 3 7+C2+2+C2N 3 ]6" custom 20.053-22.185 1+C2+HC2+1 2 HC2+HC2+1 2 7+C2+1+LNi 2 1+C2+1aCh1 3 1+C2+HC2+1 3 1+C2+1*C2H 3 %s-1� �/i 22.186-25.675 HC2.1+C2+1 2 HC2+1+C2+1 2 1+q+1+C2a7 2 HC2.1agN 3 HC2+HC2+1 3 HC2+HC2+1 3 %+ -24.082 Hq+3+C2a1 2 HC2+3+C2+1 2 Hq+3+C2+1 2 HC2+3+C2+1 3 HC2+3aC2+1 3 1+C3+3+ga1 7 92-1/8' custom 24.083-26.785 1+L2+2+L2N 2 7+C2+2+C2+1 2 Hga2aq+1 2 1+C2+2+C2+1 3 HC2+2aga1 S 1+ga2aq+1 3 %a•% � 26.iB6-37.048 HC2+1+C2+1 2 1+q+2+q+1 2 1+q+2aq+1 2 1+C2a2+q+1 3 Hq@aCNi 3 1+C3+2+qH 3 1� �� °'-25.302 7+C2+3+C2+1 2 Hq*3agat 2 HC2+3aC2+1 2 1+C2a3+C2N 3 HC2+3+C2+1 3 Hq+3+q+1 3 9]' custom 25.303-2].185 HC2+2+C2+1 2 HC2+2+q+1 2 1+q+2aga7 2 HC2@+C2N 3 HC2+2+C2+7 3 7*ga2aq+1 3 2].188-326/5 i+C2+1+C2.1 2 HC2.2•C2ai 2 1+C2+2+C2H 2 1+C2+2+C2a7 3 HC2+NC2+1 3 Hq+2+q+7 3 1�?/r� '°-28.302 HC2*3+C2+1 2 t+q+3+C2a7 2 Hq+3*C2+1 2 1+C2+3aC2+1 3 1+q+3+qa1 3 Hq+3aq+7 3 109° custom 28.3W-30.165 taga3aC2*1 2 1+q+3+q+1 2 Hq+3+qN 2 7+C2+3aga7 3 7aC2+3+CZ+i 3 HC3+3+q+1 3 30.166-36.875 Hq+2+C2+1 2 HC2a2+C2•i 2 1+C2+2+C2+1 2 HC2+2+qH 3 1+C2a2+C2a7 3 7aq+2+L3+1 3 ?/4 -29.463 1+C2+3+C2+1 2 1+q+3+C2+1 2 1+C2+3+C2+1 2 HC2a3+C2a1 3 1+C2+3+C2N 3 HC3+3+C3+1 3 113.5/B" custom 29.464-33.705 1+q+3+C2+1 2 7aC2+3+C2+7 2 1+C2+3+C2+1 2 7aC2+3+q+1 3 1+C2+3+C2a7 3 7+C3+3+C3+1 3 1/a�/rya 33.186-38.222 1+C2+2+C2+1 2 7aC2+2+q+7 2 HC2+2+C2+1 2 HC2+2+C2H 3 7aC2a2aC2N 3 1+CJ+2+C3+1 3 �/r%+ -31.052 1+C2+3+C2+1 2 7aC2+3+C2a7 2 Uq+3+L2H 2 7+C2+3+q+1 3 HC2+3+C2N 3 1+C7+3+C3+1 3 120' custom 37.053-33.105 1+C2+3+C2+1 2 1+C2+3*q+1 2 1+q+3aC2N 2 HC2+3+q+7 3 7+CN3+C2«1 3 1+C3+3+qa1 3 custom 33.186-3B.i12 7aq+2+C2a7 2 1+C2a2agai 2 1+C2+2+q+1 2 1+C2+2+C2+1 3 1+C2+3aC2+1 1311 +q+3+qa1 3 Width Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: standam 21-1I8' Overall Hgt. 29" OLemll Hgt 37" Overall Hgt: 49" Olemll Hgt. 55" OLerall Hgl. 1 63" Ouemll Hgt. Head &Sill Head 8 Sill m Head & SIR 8 Sill Head &Sill aa m Head 8 Sill %4_1/y_% 12.038 - 12.052 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+i+C2+1 3 44" 1/y 1/y%s 72.053 - 75.008 1+C2H+C2+1 2 HC2+1.C2+1 2 7+C2+7+C2+7 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %,1/2 y 12.038- 13.302 1+C2+1+C2H 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 49" 1/5 1/3- �a 73.303 - 76.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+7 3 7+C2+1+C2N 3 1+102N+02+1 3 12.038 - 14.333 1+C2+1+C2+1 2 HC2+1+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 53-1/8" 16,334-78.050 1+C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+7 2 1+C2+1+C2+1 3 7+C2+7+C2+1 3 1+C2+7+C2+1 3 ?/ 12.038-16,302 1+C2+2+C2+1 2 1+C2+2+C2H 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Gil. 16.303 - 20.675 1+C2+/*C2N 21 1+C2+1+C2+7 2 1+C2+1+C241 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 HC3+1+C3N 3 12.038 - 20,052 1+C2+2+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 HC2+3+C2+1 3 HC3+3+C3+1 3 1+C3+3+C3+7 3 76' custom 20.053 - 22,185 1+C2+1+C2N 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+W+1 3 1+C3+2+C3+1 3 %�/� %3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2N+C2+1 21 7+C2+1+C2+1 3 1+C3N+C3+1 3 1+133+1+C3+1 3 1/4-�1 Y4 "-24.082 1+C2+3+C2N 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 92-1/8" custom 24.0B3-26.185 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 13 1+C3+2+C3+1 1 3 %i 1/,1% 26.186 - 31.048 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+C3+2+C3+1 3 1+C3+2+C3N 3 �/4J1 -1/4 `•-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1.C2+3+C2N 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.3D3 - 27. 185 1-102+2+102+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+W+1 3 1/3-1/3-1/3 27.186-32.676 1+C2+2+C2+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+2+C3+1 3 +/4 �/2-Y4 ._ -28.302 1+C2+3+C2+1 21 1+C2+3+C2N 121 HC2+3+C2N 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+C2N 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 30.186 - 36,675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+CZ+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 -29.463 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 2 7+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 7+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C3+3+C3N 3 i+C3+3+C3+1 3 1+C3+3+C3+1 3 1/, 1/3 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 Y,J/z y4 -31.052 1+CZ+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+4+C2+1 3 P 3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053-33,185 HC2+3+C2+1 2 1+C2+3+C2+1 2 7+C2a3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 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. SASH MOTH (FLANGE WINDOWS) = QVERALL WIDTH -50556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIOTH-57.556 2 THESASH 9' MAX. NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUALLED WINDOWS, SUBTRACT 1' FROM THE TP-TO-TP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ANCHORSTERED AT THEI 3VA=0HOR5 TT ANCHORS THE TAMS =ETING RAIL MEETING RAIL THE SASH LM�TING ��ILREPEATANCHCR 9'MAX. PATTERN AT SILL > a a M O N (0 1, 5IN i in .IeD D' Q O� a� n 2 Z $ LL m m W J LWj d o .P ,.o.o eUJW w axa as z O .-Z m o Z W� J w m � O ¢ 0 0 ® K m m � LJ Q ~ Z I==vs O s 0 � O Qo o Z K F = O I, GENSIV "�ii No. 58705 Z%T FJFIo 744 "I1111111"' A LYNN MILLER. RE P E0 58706 O.ralSash Width Width Sash Confgua5on Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9,12.13.14. 15 Meetirg Rail: Standard 21-1/8" Owmll Hg1. 29" Owrall Hgt. 37" O.eall Hgt. 49" 0aeall Hgt. 55" 0+eall HSI. 63' OLemll Hgt. Head & Sill oa r Head & Sill a Head 8 Sill a Head 8 Sill m Head 8 Sill a Head 8 Sill Via!/i V4 12.038 - 12.052 1+C2+1+C2«1 2 1+C2+1+C2+7 2 HC2+1+C2a7 2 HC2«1.C2+1 3 7+C2a1+C2+1 3 1+C2+1+C2+1 3 44" V3!!/i!/i 12.053 - 15.008 HC2N+C2N 2 HC2+1.C2N 2 1+C2+1+C2N 2 1+C2+1+C2H 3 1+C2+1.C2N 3 1+C2N+C2+1 3 12.038 - 13.302 1+C2+1+C2N 2 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2H 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 49" 1a- a- 1/a 13.303 - 16.675 1+C2N+C2+1 2 1+C2+1.C2+7 2 1+C2+1+C2«7 2 HC2+1+C2+1 7 1«C2+1+C2+1 3 1+C2N+C2+1 3 12,038 - 14.333 1+C2+1+C2+1 2 1-C2+1+C2+1 2 1+C2+HC2+1 2 1+C2+1+C2+1 3 1+C2+HC2+1 3 1+C2a1+C2N 3 14.334 - 18.1350 1+C2H«C2H 2 1+C2N+C2+1 2 1+C2+1.C2N 2 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 •� �r� 12.038-16.302 HC2+2+C2+1 2 1+C2+2.C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 31 1+C2+2+C2+1 31 1+C3+2+C3+1 3 61" 16.303-20.675 taC2.1+C2N 2 HC2+1+C2+1 2 HC2N+C2+1 2 1+C2+1+C2+1 3 1+C2+7+C2N 3 1+C3+1+C3+1 3 12.038-20.052 i+CZ+2+C2+1 2 1+C2+3+02+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22,185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C3+2+C3+1 3 1♦03+2+C3+1 3 1/,-%s!/ 22.185-25A75 1+C2N+C2H 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 HC2+1.C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y Y V, " -24.082 1+C2+3+C2N 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+4+C3+1 3 92-lig' custom 24.083 - 26.1851i+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2a2+C2+1 2 1+C2+2aC2N 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 26.188 - 31.048 1+C2«2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1.C3+2+C3+1 3 1+C3+2+Mal 3 %•/+ -25.302 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+4+C3+1 3 97" custom 25,303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+02N 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/s-1/ % 27.186 - 32.675 1+C2a2+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 31 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/!/ % " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2H 2 1+C2+4+C2N 3 1+C3+4+C3+1 3 1+C3+4.C3+1 3 IDS" custom 28.303-30.185 1+C2.3+C2N 2 HC2+3+C2H 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3.C4+1 3 1/j!/r1/s 30.166 - 36.675 1+C2.2.C2N 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+C4+3+04+2 4 ""-29,463 i+C2a3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CZH 2 1+C2+4+CZ+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-518" custom 29.464-33,185 1+C2+3+C2.1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 %>_1/y%s 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+C4+3+C4+2 4 '/_+/!/, -31.052 1+C2+3+C2N 2 1+C2.3+C2+1 2 1+C2+3+C2H 2 HC2+4+C2+1 3 i+C3+4+C3N 3 HCA+4+C4+1 3 120' custom J1.053-33.185 HC2+3+C2N 2 HC2+3«C2+1 2 1+C2«3+C2+1 2 1+C3+d«C3+1 3 1+C3+d+C3.1 3 1+C6+4+C4N 3 custom 33.188-38.222 2+C2+2+CN2 2 2+CN3+C2+2 2 NC2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3aC4+2 4 ^MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH-5B555 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH -57.556 2 NOTES'. 1) OVERALL RIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1"FROM THE TIP-TO-TP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX 1 AN WINDOWS: Th 224Z MAX I 9" MAX. MEETING RAIL 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL 4'MAX. O.C. 4-ANCHOR CLUSTER DETAIL ANCNORS I IN THE �TeRE CENDATTNE JAMMEETING RAILANOC. THE SASH REPEA�O>�T7ERNATSILL li U V R W 7 N ] Oas N p y ¢o n¢ 0J0 Z ILLb ' O n U U d o p e omo c W � u � O D o i m Z UJ W w J m LL J 0 < j O V ® m Trc F< IJ O I rz ZQ I++vs O c 0 o D o U Z , NY LYNN"'+., uCENSF!f1�Y`F No. 58705 i SA•'TEOF A LYNN MII R,PE. INSTALLATION OPTION 1 ANCHORED THROUGH FRAME IWO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE I 1/4' MA)(. SHIM 1/4' Mel SHIM - EXTERIOR Y ED DISTANCE INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT i SEE TABLE 19. I VISIBLE LIGHT HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1/4'M4%. SHIM EMBEDMENT SEE TABLE I NOTE B. FOR HEAD PE B NOTE B FOR HEAD TYPE. 6- LENGTH, CENTERED AT MEETING FAIL. ANCHORED WITH (4) (SCREWS. In 60). ONLYREGUIREDIF NOI'M OVERALL HEIGHT IS • / .I EMBEDMENT AND EDGE INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 114"MA)(. SHIM SASHVISIBLE ..I LIGHTWIDTH IDTH FIXED VISIBLE UGHT WIDTH EXTERIOR 15 14 15 II I TYP. ANCHORTYPE\ EMBEDMENTAND EDGE OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A S NOTE 3 FOR HEAD TYPE (SHOWN WITH LG.: GLAZING) HORIZONTAL SECTION C-C (SHOWN M11 MONO. GLAZING) ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) MASONRY ANCHORS MAY BE USEDINTO MOD AS PER TABLE 19. ALL MOD BUCKS LESS THAN I-0Q'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE i-IZ THICK OR GREATER. IX 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 ORARCHITECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TOPS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EXTERIOR V MIAMI-DARE APPROVED MULUON, PRO COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES,TABLEi9. Min. Edge Mi, Anclwr Sulvatrete Distance Emledment SoUluim Pine(SG=0.55) WW 1d8- Stee 1Mor11, o Aluminum, 60W-T5 min. SSS Be... &0" O Stud, G,el Sleel Stud, Gr. 33 min. 3'0" (18 0.045' (10 Ga) 114. 41059 Concmte(min. 3.35"1) 1" 1d/T Cret.Flev Ungmuted CMU, (ASTM C4)) 2-112' 1-1/I' Southern Pina(SGeOSS) 1" L31B" Concrelo(rein. 2.85 kci) 1" I8w 1l4'Steel UOrecon Ungmuted CMU. (ASTM C4D) 2-112' 1-1/4' Seethe. Pa. (SG=D.55) 1" I- w 1/4' MAX. SHIM Z7- INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP.ANCHOR TYPE, EMBEDMENTAND OGE DISTANCE PER SUBSTRATE, SEE TABLE 18. A) MIN. OF 37HREADS BEYONDTHEMETAL SURSTRATE. B)USEONLYFLATHEAD ANCHORS IN HEAD AND SILL. PANIHEKIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C)'UNGROUTEDCMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. m y W z 7 ] o 0 3 N Y L) a1M 0 Q Oo u o W o ZLL. m5 U U_d oa e9 n ~ wQ �V' F ou'? W o - Z �Z� 0 K J J W de LL O D Z ® n K N K LL 0 O »VS a o Z a~a F w � J r U i0 Z.•. 4 * I No.56705i *`Iv�. p P.E U4' INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE —i EMBEDMENT EMBEDMENT EE E DISTANCE TYP.ANCHORTYPE, EMBEOMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. / BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. — 4 I— 114" MAX. SHIM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 S NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 6- LENGTH, CENTERED AT MEETING RAIL. HEIGHT IS OVER 62. 114'MAX. SHIM - EMBEDMENT EXTERIOR EDGE TYP.ANCHOR' DISTANCE EMBEDMENTA DISTANCEPEF INSTALLATION OPTION 2 SEETABLE20. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETECMU. VERTICAL SECTION B-B SASH VISIBLE LIGHT WIDTH EXTERIOR v r BUCK. H HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, MIS SHEET. 1l4"MPX.SHIM EMBEDMENT 6 7 EDGE I DISTANCE FWEDVISIBLE LIGHT WIDTH EXTERIOR v HORIZONTAL SECTIONC-CORSTEELSTUO.MAYSEVERTICALOR (SHOWN WITH MONO. GLAZING) HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 20, NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20, FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MY BE USED ON ANY SIDE OFTHE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-12' THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UN IT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ME 142"THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ME ENGINEER ORARCHITECTOF RECORD. 3) VISIBLE LIGHT WIDTH OR MIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM READING TO BEADING. Anchor Substrate Min. EOge MIA Gird. EmpMmeN Southern Fire (SG0.55) 11116' 1.3I6 0125tee1 L., Aluminum, 6063T5 min.1B' 0.063' o GB Screw A36IM, SteGo. 31a- 0,.(18 Steel Slutl Gr. 33 min. Me' 0.045' 1E Go) 114.4103S Concrete (min. 3.35 ksl) 1' 1-314" Corti Ungrouted CMU, (ASTM G90) 2-12" 1-014" SOOthem Pine(SG=0.55) 1" 1-ws. 114'Steel Owi(min. 2.05 ksi) 1' 1.". Ultrecm UngrouteE CMU,(ASTM CSO) 242" 1414" SOMhem Pine(SG=0.55) 1' 1-MB' TYP.ANCHORTYPE. EMBEDMENT AND EDGE DISTANCEPER SUBSTRATE, SEE TABLE 20 6 NOTE B FOR HEAD TYPE. 114' MAX. SHIM FRAME INTO METAL TYP.ANCHORTYPE. EMBEDMENTAND —EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20, A) MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. S)USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANIHEXIRATHEAD TYPE ISALLOWABLE FOR ANCHORS IN THE JAMBS. C)'UNGROUTED CMU" VALUES MAY BE USET FOR GROUTED CMU APPLICATIONS. Ud m Or a, _ ❑ po o Y n . p 0N $ w 0 0 G ❑ amD OA a Z z O¢ J o W S V F ILLZ n` 006 01 J "wll r t- c IZN- 2a F 'aH vno p7m a Z Z D: W J J ❑ W J m LL ® N N K O W y O »ys bC Q O � O Qo or Q F O Q fO Z e7 T r-_a_ TIGoa5 `\\\ Oj11111111/yy''' NY LYNN .P No. 58705 A LYNN MILLER. P.E P EF S6T05 I BUCK INSTALLATION OPTION 5 ANCHORED THROUGH FIN IWOa WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT EDGE DISTANCE 1 EDGE DISTANCE EMBEDMENT L1/4'MAX. 1 SHIM LENGTH, CENTERED IVE SASH SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT MAK INSTALLATION OPTION 5 EDGE ANCHORED THROUGH FIN IWO 2X I�, DISTANCE WOOD FRAME OR BUCKSTRIP. Ir— 1/4"MAX SHIM SASH VISIBLE UGHT WIDTH EDGE DISTANCE — 1I4"MAX SHIM TYP, ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCEPERSUBSTRATE, SEE TABLE 21. I_ FUIEDVISIBLE LIGHTINOTH BUCKWIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EDGEDISTANCE �{ tlA"MAX. SHIM m I — = o INSTALLATION �15. o 0 a OPTION 6 ANGHOREDTHROUGH O m - onO INTEGRAL ANINTO METALo ��o i ZLLm mi 2 u W g o ow ° oa I_ a rutz � Z m z z u W T EXTERIOR w O �n 0 W ® S N Z MIAMI-DACE APPROVED MULLION, ABC 6 hays COMPLIANT ALUMINUMISTEEL FRAMINGJEMBEDMENTAND P.ANCHORTYPIE m 0 OR STEEL STUD. MAY BE VERTICAL OREDGEa Qo HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, .J (SHOWN WITH MONO. GLAZWG) PROPERTIES,TABLE21. SEETABLE21. z Q -. A H USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEOMENTAND EDGE DISTANCE EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF EKTERIOR O THE WINDOW. EDGEDISTANCE L 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERREDTOAS DAYLIGHT — I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTIONS AND EDGE DISTANCE PER TO BEADING, ANCHORED THROUGH AN IWOM SUBSTRATE,SEETABLE21. 3) ANCHOR TO BE INSTALLED WITHIN WOOD FRAME OR BUCKSTRIP. 2.112' OF FIN CORNER. VERTICAL SECTION B-B Anchor Supstrele Min. Edge Distance Max. O.C. MN. EmSetlment 2.112 x.113' Box Nall Scutnem PIM(SG=0.55) WIF F 2-7/W 2.1/2-x.131"Common Nafi Southern PIN(SG=0.55) 18" S' 2a/1V 2412" x. 1 OF Roofing Nail Southern Pine(SG=D55) 310" S' 2d/16' 2-112'x. 145' Roofing Nail Southern Pine(SG=0551 &8" 5" 2-TI1F Southern Pine(SG=0ES) 112" 5" 14/8" G10 Steel TmeafieaO SClew Or 0125tee1, 1B80r41055 Screw 0.125"Numinum, fi0fi}TS min. &IV 5" 0.09° D.OW A36 Steel &iB' S" 0.05E 111(18 Gal Steel Stud, Gr. 33 min. SiF 5" 0.045" p m�rv. v� .a � nnww ocrvnu me mewl DVeJ iNr¢. No. 58T05 N MILLER. P.E E a 581115 SBTOS 2.)24' 1A66^ — zn2• ser �— -L— —I I--- - 2.7z4• --- iL71 .. 1 3.164' nprrmca aem Ce :wild Iw jr 2.]86 2)Bfi 2.]8fi' Haf�4s Yulic6 Co4e --j 2.5fi0• 2.060" HOAG'��° NCceNnl .062" .062' .OfiY .062• .06Z. .06T O HEAD, FLANGE FRAME OFINFRAMEHEA.G JI OLEG PRAMEL OFRAMEJAMB.FIANGE OFIINNFRAMEG�L OFRAME EQUAL LEG �w m B�YOO �{ IY 3.151 3.908' BOB" �- +I 375 �- } y� o a Q Q 5651' 4.2]6' 1v INSTALLATION le WINDLOADADAPTER O M o Z Z .062" HOLE COVER J Lt a O��LU .062" .062' .Ofi2" Z m M n w U m u� 1415���� �... oN 1446" F- W O SILL, EQUAL LEG FRAME l4 l310' .5t0" Z m u I,m O SILL, FLANGE FRAME SILL ADAPFER ^ l01^ Fes— 2.211' —+� �2• � 040' O O 2.105' —� SILL, INTEGRAL m O FIN FRAME 2211' —�i to SILL TRACK ANTI-LIFTCUP ® m I N BE .062' 2.U9" 1 300" �� �.fi30" �}- .464" —� laays Ir i nII�y 'a Z Q 2P3' IJ00.. Ofi2 1.1J6•• ]9]' )98" p Z N .062 .100' —� + L 065" 1.032' le s .170" .120" .070" 085' O J X ¢ W u SASH PULL RAIL l2 SASH LOCK RAIL SASH TOPE OBOTTOMRAIL OHD MEETING RAIL is STO MEETING RAIL l4 SCREEN ADAPTER tf IG BEAD to IG SNAP BEAD alll aea0 snn5 �\\tlltlllll///// 050' TABLE22iMATERIALPROPERTIESUSED SILICONE HOBU11'L POLYISOBUMENE ��`�\ro..... ALUMINUM DESICCANT FILL �{ 065 REINFORCEMENT SEAL NOM. LICENSE/((� 1 FORANMaterW ECALCUTATIO Mi STRUCTURAL 1 1 Materbl Min Fs Mi°F• pOLYl60- 4"NOM. 3116'NOM. SILICONE P BUMENE WTIH STRUCTUML BUTVLS 5116"NOl N., 58)OS Slcel Scmw B2 kal 1A kal SEAL _ *: 1"s— Wka1 95 Mi pE51CCAM SILICONE DESICCANT ROLL -FORMED 4m screw Wkal 110 ktl FO'U:ANT STAINLESS STEEL Elco UltmC,n 15zkal f"kzl OESICGANT " E%T. GLASS EXT. GU\SS O 'wO �Sl' 410 SS Ek4 QetaFlak INAkz1189.7 kzl E%T. GLASS EXT. GLASS ''T` A, [V; fl6}15Alunimm 16 Fz1 nkel INT. GLASS A395be1 %ksi Se Fsl INT. GLASS INT. GLASS INT. GLASS ski kSs GAY 2a ]l16"BEAD 24 511fi"BEAD Gr. 63steel 3tW nM 45 kz1 KODISPACE SUPER F.A.SPACER® DURASEAL° %L EDGE" TO 4SGTP5 ]1 N%T LP ]2 SPACER QVSPACER NAL1 A LYNN MILLER, P.E. PEF56]05 TABLE 23' ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTRERFRAMETYPESB CONFIGURATIONS SIMILAR) 81 61 Ii! .Lgw.ae+\ ludo Im FUMe e Ok n NO 61 Ili Nl.vl D+de 1! n in 13 —. P m Yy�/l O E o ❑ {°� N IN °Io0 0' Q O U z� N Z 0 E o itO tO Z o LL S Djma `. ,B n U V_d p, F Z O i'a OW v h •o' 'JMO 63 12 c z a b Z 2 m °u m J j LL 15 id ® O0 F O L m V ❑ C K K „us S Z ' m II� q 13 0 z OU •_m-- 36 41 39 um01 .❑-I O 61 6 m n 35 ant 'mow s.s �P` pNY LY..N '�•,� 61 1 ` 40t1GENSF�(�� 6i! INTERIOR *, No. 58705'P elf: 7 —� 36 —� = 1 INTERIOR :O��IS T�TEO ��/� RIDP„+' 81 NOTES: yl�l ALIEN\\`` 1) ALL CORNERS TO USE GASKETANDIOR SEALANT. 2) SOME PARTVOPRONS NOT SHOWN ON DRAWING FOR CLARITY. ALYNN MILLER,PE P.Etl 59T0.5 Item 19 PartN lhsvlptlon Material 1 624038 Heatl, Flalga Frame Alum. 606}TB 2 624039 Head. Ireeerel Fin Frame Alum. 6063-T6 3 624040 Head, EquaHeg Fmme Alum.fiW3-lg 4 624001 Jamb, Flange Frame Alum. 6063-TB 5 624077 Jamb, Integral Fin Forms At.. 6063-T6 6 624028 Jamb, EquaHeg Frame Al.. 6063T6 7 624036 Sill, Flange Flame Alum. GO6&T6 8 624038 Sill, Integral Fin Frema Alm. 606318 9 624037 Sill, Equal4eg F. Alum. G06116 10 fi24030 Sill Adaptor A. fi063T8 11 824D4i Sash PiA Rail A. G00}'78 12 6241pfi Sash Look Rail Alum. 6006A-T61 13 624041 Sash Top 8 Bottom Rag Almon. 6063-T6 14 87A021 HO Meelisg Rail Alum. fi063-TB 75 82dG)5 Std. Meeting Rail Al.. 60054-101 18 824047 Screen Adapter Alan. fi663-TB 1] 624051 Installation Hole Crner Alum. fi063-T6 16 69125M Wlndload Atlapter Aline. 606}T6 10 824042 Sill Track At.. 6063-TB 20 62d015 An[i4ifl Gip Alum. 606}lfi 21A 624Wg IG Bead Alum. 6083-TS 21B 824011 IG Snap Bead Al.. 606}75 23 624028 7/i6' Leml Else. Beatl PJum. 606}76 24 624013 S16' Lami Glaz. Beal Almon. 6063-T6 30 61P24] Glaang Bead. Bdb Vinyl ter R'624013 81l62d028 Vinyl 31 61P7A8 GlazireBead, BlLb Vuryl br p62400981�24017 ViMI 32 ]12653K Mom setting Block 3132 %114° %1' Neopmm 33A 71715K LaM IS Setting Block 1/8° x alb' x 1-1114' NeWrene 338 82d014 IG SmD Setting Black Vinyl 35 724015 Swaep Latch Gsl2ine 36 71298 Weep Hole Gnat Vinyl 37 41722 Hole Plug Vinyl 36 72A021 Look Roll CmeL (LH & RH) Vinyl 39 724050 PUII Rail Fstl Cap Vinyl 40 124046 Roller Housing &Sash Glitla Vim/I 41 77A052 Roller Wheels Brass 42 ]21054 Sash Too Roll Gasket, (U18 RH) Polyethylene 43 ]2d065 Sash Bd Rail Gasket, lLH 8 RH) Pdyelhylere 44 724057 Frme Header Gaskd, (IN 8 Rip Pdyethylelre 45 724056 Frme bill Gasket, (G18 RHl Polyethylene 46 T14063 Meeting Rail Gasket Ptlyelhylem 50 WealhersVip, .76T x.170, Fin Seal@Sash 61 WealhersVlp, .)BT x .270', Fin Seal @ MR 62 67070 BMb Ynyl fi0 ]ID%1BPPAX #10 %3'8' Ph. PH 5M5 (WndlwtlAtlapler) Staidess Steel 81 7B1P0X IY6X1'Otl. PH 6M5 (Freme85ash Aasemdy) Stainless Steel 83 Aluminkn Screen with Fiberglass Mesh Verses 70 Kommeding Kodispace 45G TPS See Shael 18 for Materials 71 - Duarox Super SpacernM 72 - Ouamx Duresed Spaeer 73 Candnal A Edge Spacer 76 Dow ]gt, 899 or GE 7700 BackbetldW Silicone SCANNED BY St. Lucie County MIMI m DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 ww .miamidade.¢ov/economy .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 1 fails to meet the requirements of the applicable building code. This product is appro as descri ed ein, and has been designed to comply with the Florida Building Code, including the 1- Velocity Flurric a Zone: DESCRIPTION: S ries "HR7610A" uminum Horizontal Roller Window—N.I. APPROVAL DO mg No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI)", sheets 1 through 15 of 15, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mia a County Product Control Approval stamp with the Notice of Acceptance number and aprGG: b the Miami -Dade County Product Control Section. MISSILE IMPACT RAnLABELING: Each unit a permanent label with the manufacturer's name or logo, city, state, modellseries, 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-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.02 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 $�iT 116 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI), sheets 1 through 15 of 15, 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 611 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 P e , P.E. Product Control Wminer NOA No. 18-0627.02 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 6th 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 Ma el Per P.E. Product Control E a iner NOA No. 18-0627.02 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7610A NON -IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCTHAS BEEN DESIGNED& TESTED TO COMPLY WITH THEREQUIREMENTS OF FOR AN THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(WHZ). OUANI SEE TABLES 2) SHUTTERS ARE REQUIRED WHEN "BED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY NMI DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASIM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. 4) ALL WOOD BUCKB LESS THAN 1-la-THICK ARE TO DE CONSIDERED 1X INSTALLATIONS. IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. IX AND M BUCKS WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, IAOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALINGIRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. SEE T) DESIGN PRESSURES: NOTES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-15%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18d891 & 18-7891.01: ELCO ULTRACON NOA; ELCO CRETEFLEX NO& NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA KIDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 12" O.C. 9" —------ -�__� B A / / 6S' SASH _ ^ ) / FIXED XE 1 VISIBLE `V VISIBLE 11 LIGHT / LIGHT / 21/ C 1 � H VISIBLELGHT VISIBLE LIGHT 75" BUCK WIDTH FORANCHOR QUANTITIES, SEE TABLES 15-17 12" ..UZ CC. —r 1T'O.C. �— O.C. Glass Gla Type Doscrlp8on(Lim O from EXta rlor W ITO Nor) DP Table# Anchor Tabl Ep XOIOX XOX XO/OX XOX STD HD STD STD HD STD 116'q 2- 2 116'TP 3 - ill 12 - 17 9/16' AN 4 5 8 11 13 15 4 3/16"TP 3 6 10 12 14 17 13/15 G 110" AN CAP, AIRSPACE, I/6' AN 4 - 8 11 - 15 3/i6 G: 1/B" 7P CAP, AIRSPACE, 1/8" TP 3 - 10 12 - 17 1&16 IG: 3116" AN CAP, AIRSPACE, 3/16" AN 3 7 B 12 14 16 lWl6" lG: 3118" W CAP, AIRSPACE, W16" TP 3 6 10 12 14 17 AN = ANNEALED HS = HEAT -STRENGTHENED TP-TEMPERED OV HI 9"MAX. BUCK) VARIES PER GLASS TYPE, NOT RATED FOR SEE TABLES 2-10 IMPACT RESISTANCE USER INSTRUCTIONS: YOURGLAZING 7 UR WINDOWS DESIGN PRESSURE FROM TABLES W. IT MUST EQUAL OR EXCEED THE DESIGN REESURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES II-17. 4) INSTALL AS PER SHEET 11 FOR FLANGE INSTALLATION, SHEET 12 FOR EQUAL LEG INSTALLATION OR SHEET 13 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1)1-518' XZOO- WTH PLASTIC SAMPLE. 2)1 WEEPHOLE LOCATED AT 4- MOM EACH END. 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. SEE SHEET 13 FOR e INTEGRAL FIN ANCHORAGE TYPE --- &SPACING BASH / FIXED / a3 VISIBLE VISIBLE IAL: 311T IGHT LIGHT LIGHT — 2 82" SUCK HEIGHT L 34" SASH VISIBLE LIGHT 55-318"FIXED VISIBLE LIGHT — B 119"BUCK WIDTH 1 T _SEE WEEPHOLE NOTES THIS SHEET 120'OVERALLWIDTH •-I TYP. FLANGE XOX ELEVATION MAX. DIMENSIONS ALLOWED SHOWN GENERALNOTES ...1 ELEVATIONS_..... CODES I STAN CARDS USED: .....1 GLASS TYPES TABLE ...1 •2017 FLORIDA BUILDING CODE (MC), 6TH EDITION DESIGN PRESSURES ....._28 ASTM E1300d9 ANCHOR QUANTITIES....... .... ........... -.7-10 •ANSUAF&PA NDS-2015 FOR MOD CONSTRUCTION INSTALLATION I ANCHOR SPECS....... 11-13 -ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES ..................__. 14 •AISI SIM-12 CORNERASSEMBLY ........................... 15 •AISC 360-10 PARTS LIST ..........:........ ..... ..... ..... A5 j m mo K In O O e m y Q O Z 0 J O F Z U tr Sp ' O = Lu r U U o a„ p .o.p r �IQ ~o Z �< o Z m D z O W J >a W •W- LL 0 W O ® m PI O = Fhays O O j Z Z Q o a O Q K W Z Uil all'1 vsap snn5 ONYCENSF 41AC��a: .` =*, N0.SB7W pOT �.. STATE O�LOilf ALORIDP...Co�2� A. LYNN MILLER, P.E. P.E#W705 TABLE2 NOTES: 1) OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I - FROM THE TP-TO TIP OIMENBION IN THE 22 TABLE TO DETERMINE THE WINDOWSIZE.EXTE *al 2) FOR SIZES NOT SHOWN, ROUND U f✓ M CaUP TO THE NEXT AVAIIABLE SIZE. D. f1 z_ 118'TP 3N8'TP GLASS GLASS 30 1 30 22 22 12"NOM, 12-NOM. y1 m GL45581TE GLASS BITE L�y2D TABLE 3' EXTERIOR a EXTERIOR a K ❑N m O S '•aN 74 t; alao 74 n Q' 32 GLASS TYPE 2 32 GLASS TYPE 4 0 ,a1 - rn Z �� Z LU ' ~ GWSS STACK SLL ng STAG GLASS STACK GLASS U U o ®� -i AIRSPACE AIRSPACEW16 Q � 'oq •Jm0 /8' TP GVSS TP GLASS o W "- - 31 74 Z m o K J1 74 W W J I®OR 1 1r1'NOM. �OR 1B 12"NOM. EXTERIOR GLASS BRE EXTERIOR GLASS SITE K W O a a ® Hi j 0 rn IaavS 3@OR 3B 70-73 GLASS TYPE 6 @3 oR 38 70-73 = W a Q GLASS TYPE 7 (ANNEALED) o Z Z o GLASS TYPE B (TEMPERED) t7 rj W r� J TABLE4 Q 13I18"NOM. GLASS STACK alpy 'aza0 ssu5 Illl7 ``11 3116- GLASS AIRSPACE 18"AN GLASS LYN ...... �`��ONg F `�F 31 ]4No. 22 1®OR 1B M705 I2•NOM. GLASS an _ :� - EXTERatv EXTERIOR -� '�!] '. /[2ir �` a SATE F40RIDP '.........�' \?: G 3&R 3B 70-73'iCc3 '� ZONAL GLASS TYPE 5 A LVNN MILLER, P.S. PE 058745 OverallE222-1/8" Width Glass Types: 1 gn Pressure (Ibslft�)for X080X Windows Meeting Rail: standard Owlall Hgl. 37" Ote211 Hgt. 49"OsErallHt5Overall Hgt. 63" OLerall Hgl.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.5 +65.0 -102.8 25" +65.0 -130.0 +65.0 -130.0 +85.0 -110.9 +65.0 -97.0 +65.0 -83.2 37" +65.0 -130.0 +57.9 -57.9 +53.5 -53.5 +50.1 -50.149" +65.0 -118.0 +47.6 -07.6 +q0.0 -40.0 +33.2 -33.261'•+65.0-883 C+65.0-78.4 +46:1 -06.1 +39.9 -39.9 +32.932.967"+650790 +q3.7-03.7 +38.6-38.6 +32.6 �2.674" +65.0 -68.4 +q0.1 -00.1 +36.0 -36.0 +30.9 -30.9 oM:rall Width Glass Types: 2, 4, 8, 7, 8 Design Pressure (Ibslftz) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" ONeraI6.Hgt. 49" Overall Hgt. 55" 01elall Hgt. 63" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +fi5.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65:0 -130p +65.0 '-130.0 +fi5.0 -130.0 37" +85.0 -130.0 +65.0 -130.0 +fi5.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" +65.0 -130.0 +65.0 -130.0 *65.0 -130.0 +65.0 -126.7 +65.0 -106.5 61" +65.D -130,0 +65.0 -130.0 +65.0 -129.0 +65.0 -109.2 +65.0 -90.6 67" +65.0 -130.0 +65.0, -130.0 +65.0 -122.9 +65.0 -103.2 +65.0 -85.1 74° +65.0 -130.0 +65.0 -130.0 +65.0 -117.6 +65.0 -97.9 +65.0 -60.0 ONerall Width Glass Types: 3, 5 Design Pressure (Ibslit2) forXO & OX Windows Meeting Rail: Standard 22-1/8" 0lerall Hgl. 37" Overall Hgt. 49" Overall Hgt. 55" O�er411 Hgt. fi3" Overall H91. 20" +85.0 -130.0 +65.0 -130.0 +65.D -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65,0 -130.0 3T' +65.0 -130.0 +65.0 -130.0 +65.0 -104.2 +65.0 +65.0 49" +65.D -130.0 +65.0 -119.0 +65.0 -82.6 +65.0 -72.0 +59.8 59.8 61° +65.0 -13D.0 +65.0 -99.3 +65.0 -72.7 +61.5 31.5 +51.9 -51.9 67" +65.0 -13D.0 +fi5.0 -93.4 +65.0 -69.5 +59.6 -59.6 +49.9 7q^ +65.0 -123.1 +65.0 -83.4 +65.0 -C6.1 TABLES J116-AN • GLASS 3D 22 2" NOM. G A53 B E EXTERIOR a 4 32 GLASS TYPE 3 TABLE6' J 1W16'NOM. - �GLASS STACK AIRSPACE 3/16" TP 3/16' TP GIASS GLASS 31 74 aD 1 22 J_ 21 OR 1 12'NOM. 1WNOM. EXTERIOR GLASS BITE IXTERIOR GLASS BRE a a ]4 ]0.]3 3@OR B 32 �'7� GLASS TYPE 4 GLASS TYPE 8 TABLE 7' GL455 STACK CLASSSTACK AIRSPACE 3I16'ANGLA63 31 74 &R iB 12-NOM- GIASSE% EXTERIOR a 7D-73 �3�OR 3B GLASS TYPE 7 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I'FROMTHETIP-TO.TIP DIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVARABLE SIZE. Overall Width Glass Types: 3 Design Pressure (IbslTiz) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" 01erd11 Hgt. 37" Overall Hgl. 49" Ove211 Hgt. 55" OLerall Hgt. 63" 0lerall Hgt. 76" Overall Hgt. 20" +65.0 -13D.0 +65.0 -130.0 +65.0 +65.0 -130:0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +85.0 -130.0 +65.0 +65.0 -130.0 +65.0 -130.0 +65.0 -114.6 3T +65.0 -130.0 +65.0 -130.0 +65.0 +65.0 -117.2 +65.0 -99.5 +65.0 -79.9 49' +65.0 -130.0 +65.0 -119.0 +65.0 M-72.7 +65.0 -76.0 +65.0 -69.0+61.4 -61.461° +65.0 -130.0 +65.0 -99.3 +65.0 +61.54i1.5 +51.9 51.9 +42.1 -42.16T +65.0 -130.0 +65.0 -93.4 +65.0 +59.6 59.6 +q9.9 �9.9 +39.2 $9.276" +65.0 -130.0 +65.0 431.7 +84.9 +57.0 -57.0 +48.4 -08.4 +37.8 -37.fi overall Width Design Pressure (Ibslft�) for XO & OX Windows Glass Types: a, 8 Meeting Rail: Heavy -Duty 22-il8° Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" OLerall Hgt. 63" Overall Hgt. 78" Ove2tl Hgt. 20" +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.D -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 3T +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -13D.0+65.0 -130.0 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 *65.0 -130.0 +65.0 -111.6 61' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.7 +65.0 -93.8 6T +65.0 -130.0 +65.0 -130.0 *85.0 -130.0 +65.0 -130.0 +65.0 -112.4 +65.0 -07.4 76' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -127.7 +65.0 -104.0 +fi5.0 -80.0 ove211 Width Design Pressure (Ibslft) for XO & OX Windows Glass Types: 7 Meeting Rail: Healy -Duty 22-t/8" Overall Hgt. 37" Overall Hgl. 49" OLelall Hgt.. 55" Overall Hgt. fi3" 0lerall Hgt. 7fi" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 *65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -13D.0 +65.0 -130.0 +65.0 -130.0 +65.0 -13D.0 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +fi5.0 -130.D 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -124.2 +65.0 -110.5 61" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -110.7 *65.0 -93.4 +65.0 -75.8 67" +65.0 -130.0 +65.0 -130.0 +65.0 -125.1 +65.0 -107.3 +65.0 -89.8 +65.0 -70.6 78" +65.0 -130.0 *65.0 -130.0 +65.0 -116.8 +65.0 -1 D2.6 +65.0 -87.1 +65.0 EB.O m W ? � m gYgJJ S •aa K O � O y U' IN � Q �'�' 'oa z z Z 0 x oUd as :.S(p1YILYNN.i UGENSP No. 58]OS .P = SATE OF A TABLE 0' 116-M G ASS 30 FI �tlJa .I UV ClYing -4C W 22 1QSS BIT EXTERIOR GLASS BITE WN E -' l7bs16 xraxtun ]4 32 GLASS TYPE 3 2 13H6-NSTA ��- GL155 STACK AIRSPACE 13"ANGIASS m 31 74 > z z' m y LLOO $ 'nazi 1®OR 1B 12•NOM. GLASS BITE Of ❑ q O 0 EXTERIOR a N 9N = SSy a1 a O K Q 7U-73 O� O o u= N i z o ®oft ae LL Z GLASS TYPE 5 i w fO R UUd Da J uxoip J Bo p U a ' F z 9M0 OZ m o W J W J N O Q 0 S of W a ® m IJ OVERALL WIDTH-57.924 '•MIN, SASH WIDTH (FLANGE WINpOWS)= 2 zz� 0 O In W T-- s •• MIN . SASH WIDTH (FIN BEOUAL-LEG WINDOWS) =OVERAL WID -56. 1C S Q 0 `� a Q 2 z z U J W a ❑ a111 'aza0 zy�aS LYNIV���'o. U F .P No. 58705 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND IN :OT ATE �i �ORIO?.. •'G�� :(V EQUAL -LEG WINDOWS, SUBTRACT V FROMTHE PP -TO -TIP DIMENSION /YY THE TABLE TO DETERMINETHE WINDOW SIZE.. �`S'O „11 NAL1t`�1� 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAIIABLE SIZE. A LYNN MILLER. PE. P.E.p 58705 Overall Sash Width Glass Types: 3, 5 Design Pressu "LL " Overall Width Sash Configuration Sash Width Range In 9 (i) Glass Type: 7 Design Pressure (lbslftZ) for XOX Wi dows Meeting Rail: Standard 21-1/8" Ovemll Hgt. 29" Overall Hitt. 1 37" Overall H9t. 49" Overall . 55" Overall Hgl. 63" Ommll I. 12.038 - 12.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -1 0.0 44" 1/a /a-Ya 12.053 - 15.008 +65.0 1 .130.0 1 +65.0 1 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 - 30.0 11 -1/2-Y, 12.038 - 13.302 +65.0 1 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.6 +65.0 - 14.8 49" 13.303 - 16.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 .130.0 +65.0 -1 .0 12.038-14.333 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 -95. 531/8" 14.334 - 18.050 +65.0 -130.0 +65.0 -130.0 *65.0 -130.0 +65.0 -130.0 +65.0 -129.6 +65.0 -114.8 12.038-16,302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.0 +65.0 -103.7 +65.0 -87.5 61" 1/ -1/3 % 16.303-20.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 -95.9 1/a 1/t/ 12.038 - 20.052 +65.0 -130.0 +65.0 -124.0 +65.0 -106.4 +65.0 .92.5 +65.0 -85.5 +65.0 -74.9 76" custom 20.053 - 22,185 +65.0 -130.0 +65.0 -130.0 +65,0 -130.0 +65.0 -120.2 +65.0 -104.8 +65.0 -88.0 22.186 - 25,675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.9 +65.0 -108.2 +65.0 .90.5 1/4_l -14 ••-24.082 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 92-1/8" custom 24.083 - 26.1851+65.0 -130.0 +65.0 -130.0 +65.0 -129.8 +65.0 -106.6 +65.0 .95.4 +65.0 -83.3 1/a-1� �/3 26.186 - 31,048. +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 .100.6 +65.0 -86.4 1/4_1/ �/4 ••-25.302 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 .76.0 +65.0 -68.6 97" custom 25.303 - 27.165 +65.0 -130.0 +65.0 -130.0 +65.0 -120.2 +85.0 -101.7 +65.0 -91.4 +65.0 -80.8 t/s�/31/s 27.166-32.675 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 + +g5. -97.2 +65.0 -84.2 1/4_�z 1/4 '•-28.302 +65.0 -130.0 +65.0 -109.3 +65.0 -90. +65.0 -83.2 +6 .0 -76.0 1 +65.0 -68.6 109" custom 28.303 - 30.185 +65.0 -130.0 +65.0 -121.1 1 +65.0 -104. +65.0 44.1 +65.0 -73.8 30.186 - 36.675 +65.0 -130.0 +65.0 -130.0 +65.0 -113.6 +65.0 -97.7 +65.0 -88.9 +65.0 -78.7 1/q 1/i 1/4 ••-29.463 +65.0 -130.0 +65.0 .109.3 +65.0 50.7 +65.0 -B3.2 +65.0 -76.0 +65.D -68.6 113-518" custom 29.464 - 33.185 +65.0 AX0 +65.0 -115.2 +65.0 -99.0 +65.0 -BB.7 +65.0 -81.2 +65.0 -72.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -130.0 +65.0 -130.0 +65.0 -116.8 +65.0 -99.5 +65.0 .90.2 +65.0 -79.9 1/4_t� �/4 '• - 31.052 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 129' custom 31.053 - 33.185 +65.0 -130.0 +65.0 -110.3 +65.0 -92.2 +65.0 -84.8 +65.0 -77.2 +65.0 -69.3 custom 33.185 - 38.222 +65.0 -130.0 +65.0 -118.3 +65.0 -101.5 +65.0 -90.0 +65.0 -82.6 +65.0 -72.9 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WITH-55.556 2 "MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS)= OVERALL WIDTH-57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1-FROM THE TIP -TO -PP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE �- 13116"NOM.S GLASS STACV AIRSPACE 3116•AN GLASS 31 74 iOR 1B 12'NOM. GLASS BRE EXTERIOR � a 13�! OR 3 70-73 GLASS TYPE 7 .v"OC1Y LYNN Na. 58705 .9 �OT ST TEO" iFiSn ��(ORIDP..'.fn�: lml C l�s 1, V Overall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 4, 6, B Design Pressure (lb for for XOX Wind Meeting Rail: Standard 21-1/8" Overall H9t. 29" Overall HgL 37" Overall Hg . 49" Overall H gV 55" Overall Hgt. 63" Overall HgL 1/4 i/z t/4 12.038 - 12.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 -130.0 +65.0 -130.0 +65.0 -130.0 44" 12.053 - 15.008 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 12.038-13.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.2 49' 1/3-1/3-1/3 13,303 - 16.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 12.038-14.333 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 53-1/8" 14.334-18.050 +65.0 -130.0 +65.0 -13D.0 +65.0 -130.0 +65.0 .130.0 +65.0 -130.0 +65.0 -129 12.038 - 16.302 +65.0 -130.0 +65.0 -13D.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -11 .7 61" 1/%3-1/3 16.303 - 20.675. +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -11 9 �/?/4 12,038-20.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.8 +65.0 -103.6 +65.0 -91.6 76" custom 20.053 - 22.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +05.0 -126.7 +65.0 -104.8 1/%!/a 22.186 - 25.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -125.1 +65.0 .104.0 y yi y4 "-24,082 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 92-1/8" custom 24,083 - 26,185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -114.9 +65.0 .93.6 %3-1/a-1/a 26.186 - 31.048 +65.0 -130.0 +65.0 -130.0 +55.0 -130.0 +65.0 -130.0 +65.0 -111.2 +65.0 -90.9 1/4_1/ +/4 - - 25.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 97" custom 25.303 - 27.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 Ag 5.0 -112.8 +65.0 -91.3 1 186 - 32.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65. -108.2 +65.0 -87.9 -28.302 +65.0 -130.0 +05.0 -130.0 +65.0 -13.0 +65.0 '104.0 + .0 -92.8 +65.0 -60.8 109" ustom 28,303 - 30.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130. - +65.0 -102.0 +65.0 -B6.5 1/!/3 3 30.186 - 36,675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 .123.2 +65.0 -103.2 +65.0 -82.6 ••-29.463 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 113-5/8" custom 29.464-33.185 +65.0 -130.0 +65.0 A30.0 +65.0 -130.0 +65.0 .111.2 +65.0 -98.8 +65.0 -83.6 1/a-% �/a 33.186-38.222 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -125.2 +65.0 -102.4 +65.0 -82.1 11?1 Y4 " - 31.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 .92.8 +65.0 -80.8 120" custom 31.053-33.185 +65.0 Ak() +65.0 -130.0 +65.0 -130.0 +65.0 -105+6 +65.0 -94.4 +65.0 .82.0 custom 33.186-38.222 +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 A13.2 +65.0 -100.4 +65.0 -80.5 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH- 58.556 2 "MIN. SASH MOTH (FIN 4 EQUAL -LEG WINDOWS) = OVERALL WIDTH-57556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND 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 NEXT AVAILABLE SIZE. SS ATP BIT BITE 742 3118" TP GLASS 30 22 NOM. GLASS B E EXTERIOR a l4 32 GLASS TYPE4 OM. GLASS STACK AIRSPACE- WTP GLASS 31 74 1®OR 13 i2'NOM. EXTERIOR GLASS BITE a � 70-73 1@OR 38 GLASS TYPE 6 _ GLAS,NOM GLAS STA AIRSPACE tASS 74 @!��k OR EXTERI ®OR 3B 70-73 GLASS TYPE m Y W � N IY Om o a1W O LiN am Ism d' O O� N Z 0JO Z O Z LL o Z W 006 o p un � W o_ o Z m W J w J f0 m LL O ¢ OU 'P K W m ' K O N Iaa s = W o LO LYN/Ug7j .. 2.. N. 58705 e' P S C)'7121 C= C.T ., Ail 49 S.:cCOR1DP:..G" / /0NAL1tiN�` A. LYNN MILLER, P E P.E#58705 Glass Types: 1, 3, 5 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-1i8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width a Head & Sill Head & Sill m a Head & Sill a Head & Sill Head & Sill ,� 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 R 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 Bill 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 BI2 7 2+C2+2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 74^ 2+C2+2 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Glass Types: 2, 4, 6, 7, 8 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22 1/8" OM:rall Hgl. 37" Overall Hgl. 49" Overall Hgt. 55" Overall Hgl. 63" Overall Hgt. Width Head & Sill a w Head & Sill a m Head & Sill n Em Head & Sill a Head & Sill a 20" i+C2+1 2 i+CZ+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 1+C2+1 3 1+C3+1 3 q91 1+C2+1 2 1+C2+1 2 i+C2+1 3 1+C3+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 67" 2+C2+2 2 2+C2+2 2 2+C3+2 3 i+C3+1 3 1+C3+1 3 (4" 2+C2+2 12 2+C2+2 2 2+C3+2 3 2+03+2 3 1+C3+1 3 Glass Types: 3 nchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty " Overall Hgt. 37" Overall Hgt. 49" Overall Hgl. 55" Overall Hgt. 13Y Overall Hgt. 76" Overall Hgt. d & Sill m Heatl & Sill Had 8 Sill Heatl 8 Sill Head 8 Sill Head 8 Sill m C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 PHead&Sill C2+1 2 1+C2+1 2+CZ+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 4 C2+1 2 1+C2+1 2 1+C2+13 1+C2+1 3 1+C2+1 3 1+C2+1 4 C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 C2+2 21 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 Glass Types: 4,7,e Anchor Quantities for XO&OX Windows Meeting Rail: Heavy -Duly Overall 22-1/8" Crerall Hitt. 37" Overall Hgt. 49" Overall Hill. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Width Head & Sill Head & Sill m Head & Sill E Head & Sill Head & Sill Head & Sill E is 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 HC2+1 4 25" 1+C2+1 2 1+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+C3+1 3 1+C3+1 4 49" 1+C2+1 2 1+CZ+1 2 1+C2+1 3 1+C3+1 3 l+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+CZ+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 4 67" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 3 1+C3+1 4 76" 2+C2+2 2 2+C2+2 21 2+C3+2 1 31 2+C3+2 3 2+C3+2 3 1+C3+1 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: AT THE OENTEREOATTHE YANCHORSAT INTHE SASH MEETINGRAIL THE FIXED LITE JAMB 2T MAX. O.G 1 9•MAX. zz.1/2^ — r MAX. D.O. �'—MEETINGRAIL REPEATANCHOR PATTERN AT SILL 2-ANCHOR 3-ANCHOR CLUSTER DETAIL CLUSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EOUAL-LEG WINDOW, SUBTRACT V 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 SEE. e:' P No. 58705 A .'. / OT'. STATE OF stF ]SrZONAL Evp A LYNN MILLER. P.E. PE * SS705 OWall Width Sash Configuration Width Range (in) Types: 3.5 Anchor nchor Quantities tles for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hill. 29" O.eall Hgt. I 37" Oreall Hgt. 49" Oteall HBt. 55" Oteall Hgt. 63" Owall Hgt. Head & Sill A Head & Sill Head & Sill Head & Sill E Head & Sill 5 Head & Sill E 1%- z-Y4 12.038 - 12.052 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 4N' 1a-1a- s 12.053-15.008 i+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+14C2+I 2 I+C2+1+C2N 3 1-C2+1aC2+1 3 1+C2+1+C2+1 3 49" %z!/ 12.038 - 13.302 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+02+1,C2+1 2 1+02+1+C2N 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 73.303-16.675 7+C2+1+C2+7 2 1+C2+1+C2+1 2 1+C2+7+C2+7 2 1aC2+1+C2N 3 1+C2+1,C2+7 3 1+C2+1+C2+1 3 53-1/8" 12.D38-14.333 1+C2+1+C2N 2 1+C2+1+C241 2 1+C2+HC2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14.334-78.050 1+C2+1aC2+1 2 1+C2+1+C2+1 2 1+C2+1-C2N 2 1+C2N+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 Via--fix!/4 12.038-16.302 1+C2+24C2+1 2 1+C2a2+C2N 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2+1 3 1+C2+1+C2+1 3 61" 1/s-%r%a 16.303-20.675 1+C2+1aC2N 2 1+C2+7+C2+7 2 1+C2+1+C2+1 2 1+C2*1-C2+1 3 7+C2+7+C2*1 3 1+C2+1+C2+1 3 % %% 12.038-20,052 1+C2+24C2+1 2 14C2+2+C2+1 2 1+C2+2+C2N 2 1aC2+2a C2+1 3 1+C2+2+C2N 3 1+C2+2+C2+1 3 76" custom 20.053. 22.185 I+C2+2+C2N 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/ -s 22.186 - 25.675 1+C ,I+C2N 2 1+C2+2+C2+1 2 1+02+1+C2+1 2 1+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 Y4!/z-Y4 " -24.062 HC2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+02+1 2 1+C2+3+C2+1 3 HC2+3+C2+1 3 1+C2+3+C2+1 3 92-0/8" custom 24.083.26.185 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 7+C2+2+C2+1 3 1+C2+2+C2+1 3 1/-Y, %s 26.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2N 2 HC2+2+C2N 2 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1/%a!/ " .25.302 1+C2+3+C2N 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+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2N 2 1+C2+2+C2N 2 i+C2+2+C2+1 3 1+C2+2+C2N 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2N 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2aC2+1 3 1/ !/ % " -28.302 1+C2+3+C2N 2 1+C2+34CZN 2 1+C2+3+C2+1 2 1+C2+3+C2N 3 1+C2+3+C2N 3 1+C2+3+02+1 3 109" custom 28.3D3 - 29.185 1+C2+3+02N 2 1+C2+3+C2N 2 1+C2+3+C241 2 1+C2+3+C2+1 3 I+C2+3+CZ+1 3 1+C2+3aC2+1 3 custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2N 2 HC2+3+C2N 3 1+C2+3+C2+1 3 1+C2+3+02+1 3 -31.038 1+C2+3+C2+1 121 NC2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 +C2+3+C2+1 3 MIN. SASH MOTH (FLANGE WINDOWS) - OVERALL WIDTH - 57.924 2 "MIN. SASHWIOTH(EQUAL-LEGLYINDDWS)- OVERALLWIDTH-56.924 2 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: NOTES: 1)OVERALL (rIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT I" FROM THE TIPJO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1 ANCHORAT ANCHORS THE SABH CENTERED AT MEETING RA ?-MA%. O.C. 9' 12"MAX. 00. 2-ANCHOR CLUSTER DETAIL 3ANCHORSAT THE FIXED LITE IN THE 1ANCHORA THESASH L_" 9"MA%. O X 7 -MEETING RAIL REPEAT ANCHOR PATTERN AT SILL m 2 _ j _ m .aa oO m al"o �N8 ia K Q On p^' m Z Q J O O UUd op g a Z v F V vna o j ¢ rJJ- Z � m s LY W W to m _ u J 0 Q BE } m ® m IJ Y F Z 1aa45 O i Q i ] Q 0 o z oQ r 0 w = U �U Z Q Q alai .a[a0 snia3 5............. Q2; S * No. 58705 '� C A LYNN MILLER. P.E. Olerall Width bash Configuration Sash Width Range (in) Glass Types: 7 AOChOT QUBnflhe5 for Windows Meeting Rail: S andard 21-1/8" Oterell Hgt: 29' Overall Hill. 3]" OverallHgt. 49"Oterall Mgt 5S Otemll Hg[. "Oterall H Head &Sill Head 8 Sill Head 8 Sill m Head & Sill m Head & Sill n m Head & Sill s m 12.038-12.052 I+C2+1+C2+1 21 1+C2+'1+C2+1 2 NC2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 12X53 - 15.008 1+C2+1+C2+1 2 NC2+1+C2+1 2 l.C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C3+1+C3+1 3 1/ 1/ Y4 12.038-13.302 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13.303-16.875 1+C2N+C2+1 2'1+C2+1+C2+1 2 NC2+1+C2+1 2 NC2+1+C2+1 3 1*C2N+C2+7 3 1+C3+1+C3N 3 1/ % -1/4 12.038 - 14.333 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+1+C2+1 3 1+C2+1+C2+1 3 53-0/8" �/3 �/a-1/i 14.334 - 18.050 1+C2+1*C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+L2+1+C2+1 3 1+C2N+C2+1 3 1+C3N+C3+1 3 % +/a -1/4 12.038 - 16,302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+2+C2N 2 I+C2+2+C2+1 3 1+CZ+2+C2+1 3 1+C2+2+C2+1 3 61" '/-1/3J/a 16.303-20.675 1+C2N+C2N 2 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2N 3 1+C2+1aC2+1 3 1+C2N+C2+1 3 /4J/?/ 12,038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CZ+3+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 I+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+CZ+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 +/a-/3-1/3 22.186 - 25,675 I+C2+I+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 2 NC3+2+C3+1 31 I+C3+1+C3+1 31 1+C3+1+C3+1 3 1/4_1/ 1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3aC2+1 31 1+C2+3aC2+1 31 1+C2+3+C2+1 3 92-118' custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 1/aJ/3-% 26.186-31,048 4+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 HC2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 11C2+3+C2+1 3 1+C2+3+C2+I 3 1+C2+3+C2+1 3 9T' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 11C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1 a- 3 7.186-32.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 1+C2+2+C2+1 3 1+C3+2+C3+ + +C + 14: 4 ""-28,112 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+I 2 1+C2+3+C2+1 3 1+C2+3+C2 3 1+C2+3+C2+1 3 109' custom 28.303-30.1135 I+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3aC2+1 3 1+C2+3+C2+1 1/3--1/-1/3 30.186 - 36,675 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 NC3+2+C3+1 3 1+C3+2+C3+1 3 1/p_11!/4 -29.463 I+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+CZ+1 2 1+C2+34C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 113-5/8" custom 29.464-33.165 1+C2+3+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3aC2+1 3 i+C2+3+C2+1 31 1+C3+3+C3+1 3 1/-1/ J/3 33,186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+2+C2+2 3 2+G3+2+C3+2 3 1+C3+2+C3+1 3 11/ 1/2-% '"-31.052 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+1 3 i+C2+3+C2+1 3 1+C2+3+C2+1 3 120" custom 31.053 - 33,185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+I 2 1+C2+3+C2N 3 1+C2+3+C2+1 31 1+C2+3aC2+1 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2*C2+3+C2+2 3 1+C2+3+C2+1 3 HC3+2«C3+1 3 " MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH- 585N 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH -57,96 2 NOTES'. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP-T6TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 2-ANCHOR 3-ANCHOR CLUSTER DETAIL C m w > — iB y 3 naa O9 z z LL b m Z W o 0 z �3 xu �p U U_d ®� J eB unme r H Y r2 7 Q 'oN 9M0 W O .� p N on Z � Z N LU LU J p w m F n LL O $ y on of F aQ € O S a O0 r Z �O 2 z _ U � J F CENTERED ATM CENTERED AT THE IN THE J��ONY.�YNN,y��o 1 ANCHOR AT � GUIDE TO THEBASH MEETING RAIL 3ANCHORSAT MEETING RAIL IAMB `��:' UGENSF',C��% USING ANCHOR THE Fa6D UTE Q,:;FP; QUANTITY 2242 MAX, O.C. tANCHORAT {pj Nc. 58]OS '. TABLES FOR 9"MAx. Imo"' t2'MA%OC. THE SA6H .(� ' v. XOX WINDOWS: --"� " -•� r. -r .�Pi L_ __J L_ 9'MAX. O X —r -MEETING RAIL— REPEATANCHOR PATTERN AT SILL A l Width Wirth Sash Configu2tlon SashAnchor Width Range (in) Glass T es: 2, 4, 6, 8 Quantities for XOX Windows Meeting Rail: an and 27-i/8"O+erall Lj 29" O\emll Hgt. 37" Overall Hgl. 49" Overall Hgt. 55" Overall HgL.. fi3" Overall Hgl. Head & Sill o n Head & Sill oa n Head & Sill 5 Head & Sill Head & Sill n Head & Sill w 12.03B-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+132+1+132+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 44" %y1/a %a 12.053 - 15.008 1+C2+1+C2+7 2 1+C2+7+C2+1 2 1*C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NC3+1+03+7 3 12.038-13.302 113.303 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+1+C2+1 3 1+C3+1+C3+1 3 49" %-/ate/i - 16+675 i+C2N+C2+7 2 1+C2+1+C2+1 2 i+C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1+C2*7 3 1+C3N+C3+1 3 1/a y Y< 12.03B - 14.333 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 53-1/8' 14.334 - 18.050 1+C2+7+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2H+C2+1 3 1+C2+1+02+7 3 1+C3+1+C3+1 3 11 1/2 �� 12.03B - 16.302 1+C2+2+C2+1 21 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 61" 1/-%% 16.303-20.675 1+C2H+C2+1 2 7+C2+1+C2+1 2 1+C2H+C2*1 2 1+C2+1+C2H 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 11/?1 -1/4 12.038 - 20,052 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2H 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 76" custom 20.053-MASS 1,C2+2+C2H 3 1+C2+2+C2H 2 1+C2+2+02H 2 1+C3+2.C3+1 3 1+C3+2+C3+1 3 1+C3+2+03+1 3 11 �/3 22.186 - 25.675 1+C2H+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2H 2 1+C3+2+C3H 3 1+C3+2+C3+1 3 1+C3+1+C3+1 3 1�%i yn — .24.082 HC2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1-C2+3+C2+1 3 1+C3+3+C3H 3 92-118" custom 24.083 - 26,185 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2H 2 1+C3+3+C3+1 3 HC3+2+C3+1 3 1+C3+2+C3+1 3 26.186-31.048 1+CZ+2+C2H 2 1+C2+2+C2+1 2 1.62+2+C2H 2 1+C3+2+C3H 3 1+C3+2+C3+1 3 1+C3+2+C3H 3 '•-25,302 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+4+C2H 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+31 3 W" custom 25.303-27,185 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 HC3+3+C3+1 3 1+C3+3+C3H 3 1+C3+2+C3+1 3 1 1 .10fi-32.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 1+C3+2+C3+1 t/i +/+ •• .26.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2-1 2 1+C2+3+C2+1 3 1+C2+3+C2+7 3 1+C3+3+C3+1 3 f0 " cus 28.303-30.185 HC2+3+C2+1 2 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 30.186 - 36.675 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 1+C3+2+C3+1 3 y -1/2- y4 •' .29.463 1+C2+3+C2H 2 1+C2+3+C2H 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 .3 t+C2+3+C2+1 2 2+CZ+3+C2+2 2 2+C2+3+02+2 2 1+C3+3+C3+1 3 1+C3+3+C3H 3 1+03+3+C3+1 3 %3 �/3-1/a 33.186 .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 1+C3+2+C3+1 3 %-% %a " -31.052 I+C2+3+C2H 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053.33.185 1+02+3+C2+1 2 2+CZ+3+C2+2 2 2+C2+4+C2+2 2 1+C2+3+C2H 3 HC3+3+C3+1 3 7+C3+3+C3+1 3 custom 33.186-38.222 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 1+C3+3+C3H 3 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH. 58.5% 2 MIN, SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL MOTH -VE56 2 NOTES 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.. CLUSTEROF2 ANCHORS GUIDETO CENTERMA' HE snsH' MEEnNcw USINGANCHOR �Mll, QUANTITY zzarz°M 6 TABLES FOR V'N)Avi91. UTf]4169 UTE MEETINGRAIL 1ANCHORAT 12-MA%O.C. THE SASH F. MAX. X REPEAT ANCHOR PATTERN AT SILL O\ NY LYNN * : No. 58705 723 T ''�Ss�oNAL E�G /I/II111\\\ A. LYNN MILLER, P.S. PEN56705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR SUCKSTRIP. SEE NOTE 2, TH IS SHEET. DIRECTLY INTO CONCRETECMU. 1l4'MAX. SHIM EDGE DIGTANCEW�E.SE.�MENT EMBEDMENT SSHIXMUEMBEDMENTAND DISTG E YP. ANCHOR TYPE, DOE DISTANCE PER UBSTRATE•SEE ABLE 18.12- LENGTH. CENTERED ABOVE SASH wrr�' VISIBLE LIGHT HEIGHT HEIGHT EMBEDMENT MD EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18 8 NOTE B FOR HEADTYPE. EXTERIOR v INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2. THIS SHEET.. 1/4•MAX. SHIM EMBEDMENT SASH UGHT DTH SIGH VISIBL 12 rLGHTVWIDTHH EXTERIOR 14 15 •• •_ • TYP. ANCHOR TYPE, EMBEDMENTANO EDGE OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 18 HORIZONTAL SECTION A -A 8 NOTE B FOR HEAD TYPE. (SHOWN WITH LG. GLAZING) �-I 1/4'MAX SHIM INSTALLATION OPTION 4 ANCHORED THROUGH 1 FRAME INTO METAL 111 TYP.ANRTYPE, EMBEDMENCHOTANG EDGE DISTANCE PER SUBSTRATE, SEETABLEI6. � MIAMt-DADE APPROVED MULUON, FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 18 38 \ NOTES'. LISTED 1)USE ONLYLLOWEMBEDMENT PM ANDS GE DISTBCELIMION TABLE 1e. FOLLOW O AND EDGE DISTANCE LIMITS. SHO ANY INSTALLATION OPTION BHOWN MAY BE UBED ON ANV SIDE OPTI OFTHEMANDOW. 114'MAMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE SHI 18. ALL WOOD BUCKS LESS THAN I-02"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE EXTERIOROPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1WTHICK OR GREATER. IX AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY RTYPE, TANDEDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ANCHORED THROUGH FRAME SEE TABLE 18. OR ARCHITECT OF RECORD. DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B TABLE IR Anchor Substrate ED MI MEd,Distance Min. M Min. Em t Southern Pme(5G=D.55) 9116" 1-318' 012 Steel, 188ar410 Aluminum, 808}75 min. SIB" DA63' SSScrem A36 Steel 318" 0.063- Steel Stud, Or. 33 min. 11.1 0.045" (18 Ga) C mte(min. 3.35 keq V 1-14" V4' 410 SB CreteFleX Ungmuted CMU, (ASTM 090) 2-12 1-114" SouOem Pine (SG=0.55) 1" 1-18" 114•Steel Concrete(min. 2.85 kM) 1" 1. w UKracon Ungmutee CMU, (ASTM G9D) 2-112" 1-114• Southem Elm(SG=D55) 1" I 1d3• A) MIN. OF 3THREAOS BEYOND THE METAL SUBSTRATE. SILL. PAN/HEXIFNT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THEJAMBS, C)'UNGROVIEO CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. I r_ W V m Yq 0 .aa I aIM Q ED <N< p LLO. o i ZUC` ~ `=p .-. Z W o b xUj U T - UU ~Z a Va H 'JMO .wp >d Z O Z m W W O 0 It J O LL Q <5 O � a i � � 6 _ O j F N ' Q Z py aza0 s=n=s \\\111111117// . LYNNMl '.,. No. 58705 *_ AA INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANOHOREOTHROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX SUCKSTRIP OR BUCKSTRIP. SEE NOTE 2, THIS SHEET DIRECTLY INTO CONCRETE/OMU. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. -� EDGE DISTANCE EMBEDMENT 1l4"MAX. SHIM 114"MA%. SHIM 6 I f EMBEDMENT SASH VISIBLE � 12 _r 1/4" MAX LIGHT WIDTH 1 SHIM 0 EMBEDMENT EDGE iT EDGE DISTANCE DISTANCE 35 TYP. ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND r LIGHT WIDTH EDGE DISTANCE PER SUBSTRATE, BEE TABLE 19, 63 EXTERIOR .° 3 12"LENGTH. CENTERED . '• 20 ABOVE SASH °• 16 �ib 15 TYP. ANCHOR TYPE, TYP. ANCHORTYPE, EMBEDMENT AND EDGE BUCK WIDTH EMBEDMENTAND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SEE TML519 SUBSTRATE. SEE TABLE 19 & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE, (SHOWN WITH I.G. GLAZINGI BUCK HEIGHT VISIBLE LIGHT HEIGHT EXTERIOR F� MIAMI-DADEAPPROVED MULLION, FBC COMPLLANTALUMINUMISTEEL FRAMING HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE (SHOWNWITH MONO. GLAZING) PROPERTIES, TABLE 19, 36 NOTES: 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 S1DE OFTHEWINOOW. U4 MAX. SHIM EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ' ° 19 WOOD BUCKS LESS THAN MW THICK ETORE CONSIDERED 1XWODBUC CONS BUCKS ME INSTALLATIONS.INSTALLED EXTERIOR OPTIONAL DIRECTLY SUBSTRATE. NI CTLY IS INSTALLED DIRECRYT EDGE I WOOD BUCKS DEPICTED AS 2X ARE BE D THINK OR GREATER. IX KS DE AND 2XBUCKS (WHEN USED) SHALLBE DESIGNED TO PROPERLY DIBTANCE TYP. ANCHORTYPE, TYRAINHORTYEMBEDMENT TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION 2 ME AND EOGE DISTANCE PER SUBSTRATE, IS THE RESPONSIBILITY OF THE ENGINEER ANCHORED THROUGH FRAME SEE TABLE 19. ORARCAND NECTOF ORARCHRECT OF RECORD. DIRECTLY INTO CONCRETEICMLL 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B Anchor substrate Min. EGge Min. Distance Embsoment Southern Pine (SG=0.55) 9116. 1 IF 912 Steel, 18 8 410 Aluminum, 6063-T6 Milo MB" 0.083" or SS Screw AWSRXI 310" MY Steel SiW, Or. 33 min. 98" 001(18 GI Concrete (min. 3.3a Kati V 1- V 1M'41055 Ungmaled CMU,(ASTM C-90) 2-112" 1-1/0CmteFiex BOMNem Dina (SG=D.SS) 1' 1-3/8' 114" Steel Coaches (min. 2.85 ksi) 1' 13r8" Ultrecon Un9muteL CMU,(ASTM C50) 2-112" 1-1/4" Southern Plne(SG=0.55) 1 1 1 1-318 III MAX. SHIM FRAME INTO METAL TYP.ANCHORTYPE, EMBEUMENTAND —EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANIHEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C)'UNGROUTEDCMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN IWO 2X EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGE EDGE EDGE DISTANCE DISTANCE I` DISTANCE INSTALLATION OPTION S 1/4-MAX SHIM --� TYP. ANCHOR TYPE, EMBEDMENT ANCHORED THROUGH FIN INTO ZX TYP. ANCHOR TYPE, AND EDGE DISTANCE PER O 1/4" MAX SHIM WOOD FRAME OR BUCKSTRIP, O SUBSTRATE, SEE TABLE 20. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EMBEDMENT SEE TABLE 20. SASH VISIBLE J_[ EDGE Iv^��jjI t LIGHTWIDTH12 DISTANCE �/ 1EMBEDMENT EDGE 35DISTANCE EMBEDMENTIT I I FIXEDVISIBL1 ucHrwlorH L1/4• mAX. T7�If��SI1 SHIM U ABOVEGTH,CENTERED 83 EXTERIOR [ 20 ABOVESASH 16 TYP. ANCHOR TYPE, 14 15 O E UBEDMEMAND EDGE DISTANCE PER �- -� 1W MAX. SHIM SUBSTRATE. BEE I BUCK WIDTH TABLE 20, HORIZONTAL SECTION A -A INSTALLATION 11 (SHOWN WITH I.G. GLAZING) OPTION 5 VISIBLE ANCHOREDTHROUGH LIGHT 0-15 INTEGRAL FIN INTO MET HEIGHT 52 51 50 13 n 1. R MAX EXTERIOR a o EI EMBEDMENT Typ ANI INSTALLATION OPTION 5 AND ED( ANCHORED THROUGH FIN INTO a SUBSTR WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B MIAMHDACE APPROVED MULLION. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE HORIZONTAL SECTIONC-CPROPERTIES, TABLE 20. (SHOWN WITH MONO. GLAZING) NOTES 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE LIMITS. ANY INSTALIATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT aE, EMBEDMENT OPENING) IS MEASURED FROM BEADING VCEPER TO BEADING. TABLE 21. 3) ANCHOR TO BE INSTALLED WITHIN 2-12" OF FIN CORNER. TYP. ANCHOR TYPE) EMBEDMENT AND EDGE DISTANCEPER SUBSTRATE, SEE TABLE 20. Anchor &1xitata Min. Edge Dislai Max. O.C. Min. Embedment 2-11 Nail SDuUnom PUm(SG=0.55) 5116- S" 24I16- 2-1I2' x .131" Common Nail Soulhem Pine (SG=OSS) VS. S" 2-0/1W 2-iR"x.145"Pooling Nail Soulhem Pine(SG=D.55) 316" 5" 2-7/16' 2-1/2' 145"Roofing Nail Soulhem Plan(SG=0.65) 3/6" 5" 2A/16" #lD Steel Tmasheal Be.ew or #12 Steel, 15A m410 SS scmax Soulhem Pine(SG=0.55) 1/2" 5" 1-3/W 0. 125" Aluminum, 6061T5 min. vlli" 5" Gov. 0.050' AM Steel 511611 5" 0.050, 0.045" (18 Ga) Steel Stud, Gc33 min. S116" V. 0.045" 1) MIN. Ut 3 I HNGAUS 6LYUNU lHE MEI/LL SUBSTRATE. W >m 3 •aa W Wo O LDN i aIW Od' Q 0m O LL S P n W o Z W o� m 2 W — _ n U o c 0 6 p vama oN M1 ; P 'JMO oZm � w J J Q 0 O ((DD X w K — oars = O < 3 0 o z Z J K � � 0 � W Q � anil asap sariay `1�1NY LYryNI''�x No. 58705P 191✓1 _/�� A LAN& P.E.# 062" z.]24^ Lde6" z 1AST' r 22z4" 2.724- IJi6d" T2786 • 2 766 2JS6- 2.560' 2.TTo8z. — .062" .06Z .DC' .062'. .06Y l O HEAD, FVWGE FRAME OFIN FHEAORAMEG�L OLGPRAME OFHili, EQUAL ARAME WNGE 0FN FRAMEGML Ofi FRAME DUAL LEG O SILL, FLANGE FRAME U SASH PULL MIL V LS .]9]' 045' O1/0" & 3/16" BEAD 3" — 2.724" 4 2]6" J/s SILL, INTEGRAL FIN FRAME vD° 2.149" 1300' �- o 36" 1.300' I�+�LII BASH LOCK RAIL ID SASH TOP& t¢ BOTTOM MIL TABLE 2 I: MATERIAL PROPERTIES USED FOR ANCHORAGE CAL CNI ATIDNR Willett Min. F, Min F„ Steel 111. 92111 120111 1S85cnw 601i 95 kit 4105crew 90 ksi HHei Etc* UUrnCeroZ) 410 SS Eleo cmtoRoS® 155 list 12 44ke1 1]]kel 169.1 ksi 6D6 16 Aluminum 16kli Y3 ksi AJ6 Steel 36kc1 59 Well G1. 95 Steel Stud 33kel 45list 2]24" r{ 1 3.1151" J_ O SILL, EQUAL LEG FRAME 1246' �— 906" 01. m SRLADAPTER TT{�-2211• 36" L O HD MEETING MIL is STD MEETING MIL SILICONE STRUCTUML POLYISO- NOM. BUTYLENE WRH DESICCANT EXT. GLASS NT. GLASS ]0 KODISPACE 4SG TPS HOT -MELT BUTYL 3/i6"NOM. STRUCTURAL SILICONE FOAM PATH DESICCANT EXT. GLASS INT. GLASS ]1 SUPER SPACER' NXT TN ado^ 513" .BOB" OINSTALIATION / HOLE COVER f�A 1lJ5�° 10" .Ofi2' —f O SILL TRACK .0132' —E 723.' .B)5" �-7 O WINDLOADADAPTER ells" Od0" m ANTI-UFTCUP ft r 90" I1 032 1 O SCREEN ADAPTER uIG BEAD f9 IG SNAP BEAU ALUMINUM pOLYISOBUTYLENE OESICCANTFILL REINFORCEMENT SEAL SILICONE NOW 6/16" NOM. SILICONE Bu n s sEAL DESICCAM ftOLbFORMEO FOAM STAINLESS STEEL EXT. GLASS UT GLASS INT. GLASS INT. GLASS ]2 DUMSEALo XLEDGETM ]3 SPACER SPACER d Y w z c y 7 a N N N a � atcp O l7 � W O JOB �rc p LL O d W Z O Z xw� _ee V V m o J B unoip ~ J oN 9M0 w p n a > I— o m 0 �Z ? w J LL J Q a & € V 0 Zy Owa Z L1 a�llQ Item# Part# Description Material 1 624038 Head, Flange Frame Alum. 606XM 2 624039 Head, Integral Fin Fmme Alum. 6063T6 3 624040 Head, Equal -leg Forme Alum. 6063TS 4 62QOi Jamb, Flange From Alum. W63-T6 5 624017 Jamb, Integral Fin Flame Alum.. 606346 6 624028 Jamb, Equal4eg Frame Alum. 6063T6 7 624035 Sill, Flange Frame Alum. 6063T6 8 624036 Sill, Integral Fin Forme Alum. 6063T6 9 624037 Sill, Equal -leg Freme Alum. 6061T6 10 U40M Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063T6 12 624006 Such Lock Rail A.M. 6wm-161 13 624041 Sash Tap & Bottom Rail Alum. 6063T6 14 624OU HD Meeting Rail Alum. 6091T6 15 624005 Std. Meeting Rail Alum. 6005A-151 16 624047 Screen Adapter Alum, 6W3-T6 17 624051 IRtallation Hole Cover Alum. 6063.76 18 64125M Wndoed Adapter Alum. Wfr.T6 19 624042 Sill Track Alum. 6083T6 20 824015 Ad6l-AGip Alum. 6063T8 21A 624W9 IS Bead Alum. 6061T5 21B 624011 IG Snap Bead Alum. W63T5 22 624023 1/8- 6 WIT Bead Alum. 606376 30 6TP247 Glozieg Bead, Bub Vinyl for N624013& 1ARM26 Wnyl 31 6TP248 Glazirp Bead, Sub Vinyl for N6MW&NMI V,q1 32 712653K Mono selbeg Block 3132- X 1/4' X 1- Neoprene 33A 71715K Lami IS Settirg Block 1/8' x Ne x 1-1114' Neoprene 33B 624014 IG Snap Settirg Block V"I 35 724045 SAeep Latch Call Zlnc 35 71298 Weep Hole Goer Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724OW Pull Fall Eud Cap Vinyl 40 724M Foler Housing B Sash Guide vinyl 41 7NO52 Rdler Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & F" Polyethylene 44 724057 Freme Header Gasket, (I.H a RH) Polyethylene 45 72405B Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Poyethylene W Weathemtrp, .187' x .17V, Fln Seal @ Sash 51 Weatherstrip, .16T x .270', Fin Seal @ MR 52 67070 But, Vinyl W 710MBPPAX MO XWW Ph. PH EMS(Wndoad Adapter) Stainless Steal 61 7B1PDX 0 X 1'Od. PH EMS (Frame, 6 Sash Assemdy) Stainless Steel 63 Alumlwat Screen wth Fiberglass Mesh Vedas 70 - Kcmmeding Kcdlapca4SGTPS See Sheet e a for 14 Materials 71 - Ouaeex Super Spacer NR 72 Ouanex Duraseal Spacer 73 Cardinal A Edge Spacer 74 Day 791, 899 or GE T700 Backbeddng Silicone ASSEMBLY DETAILS FOR NOTES: i)ALLCORNERSTOUSEGASKETANDi RSFA NT. 2) SOME PARTS/OPTIONS NOT SHOVM ON DRAWING FOR CLARITY, 1QNY LYNry�'''% Q�1.,GENSF �*(1 r 9 * : No.58705 MIAMI.1 SCANNED MIAMI-DADE COUNTY u By PRODUCT CONTROL SECTION St. L11CIt9 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURl:ESW&R) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Iuc. 1070 Technology Drive, Nokomis, 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 AHD 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 det me Miami -Dade County Product Control Section that this product or material fails to meet the requiremere�locity of the applic le building code. This product is apped as des��rr' a here' and has been designed to comply with the Florida Building Code, including the High I4urricane Zone. DESCRIPTION: Ties "SGD-670" Aluminum Sliding Glass Doors w/ 90e & 1350 corners -NI APPROVAL DOC NT: Drawing>d- PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impact", sheets 1 through 22 of 22, prepareof c�turer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E., bearing the Miami- a ou oduct Control Revision stamp with the Notice of Acceptance number and expiration date by the M' i-Da ounty P oduct Control Section. MISSILE IMPACT RAT G: None: Approv d Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 16-0629.03 and consists of this page I and evidence pages as well as appr vaal document mentioned above. 1 The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNW10 NOA No. 17-0420.09 + Expiration Date: April 07, 2020 Approval Date: October 12, 2017 aal �� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF 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/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.171009-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01130/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. ' ( haq I. Chanda; P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 E-1 Approval Date: October 12, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file 414-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5`h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5u' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verifcation calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (6'h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(50' edition) & FBC 2017(6 h Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 E-2 Approval Date: October 12, 2017 SERIES 670, NON -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 & S. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4) SHUTTERS ARE REOU IRED 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 NOS, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVRZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL6987, FTL6994, FTL6002, FTL6034. FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TARI F R. SEE DETAILS ON SHEETS 4 & 5: Glass Type Description (Listed Rom Exterior W Interior) Gt YJV TEMPERED GLASS IAV TEMPERED DUMB I mmp ;GLASS. 519' AIRSPACE *Y16"TEMPERED GLASS lam VI,G.:1/4-TEMPERED GLASS+ 10 AIRSPACE a 1/4' TEMPERED GLASS DESIGN PRESSURE RATING IMPACTRATING SEE TABLE51,2 &30N GHEETS t. T 8 8 NOT RATED FOR MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: .2017 FLORIDA BUILDING CODE (MCI, 6TH EDITION .2014 FLORIDA BUILDING CODE (MC), 5TH EDITION .ASTM E1300-09 .ANSOAF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADM-2015 .AISI 5100.12 .AISC36410 GENERAL NOTES ............. GLAZING DETAILS ............ 4,5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES....... 66 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15.16 PANEL I SILL TYPES......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 CERF. DFAMilUS 0a Anther G1oup AIRtIar Type Foil Member 6ubtlrem Min. Eil9. DIVA." MIn.G.C. DlMantt Min. 14eml TMckne® A #12184 SMS, (Fk=6D kal, Fe 95 kal) #12410 SS SMS. (Fr. SO tol, F� 110 kill) All Baumem pi. (So -BUS) 9116' 71S. 141(w 606YTS ANminun 310' W16' 0.090' 'AW Smel ww 91W east G, 33 Steel Slut Ill 0116' OD4S(16 Go) I/P EIro AMm-Gel4� Fr-S? kM, F: 00 kill All Canoun. min. 2.22 ke1 1.10 T iJ18P Jamb / Pdook F0e4 Block ABTM C60) 2' w T Jemb / P4wak F. BIocN AGTM C90 Y 3' 1.1W All Soutkem Pine 0=0.56 1' 1' B 012 BMW SMS (Gr. 5) (min. oi9 Nree3e bayoW metal aubetrem) All B m Pine (SG =.2i5) W 6' 13'B' Bete-TSAJuminum .1 HE .11 U.9 A35 Steel 318' YIB. 0.050' G, 33 Be., SOW e18' WI6' 0.04518 Ge C 1/4'EIw UItraao Fa=155 kM, F„ID on All Canarete(min. 2.85 ke)) 1' 4- 1dw Jamb/P-hock Hollow Block (ASTM CSO)N2-112- 6' 1-114' 1l4' EIco UItn,2n9 All Concrerolmin.2. a 4- 149' Jamb / P4mok FllleO Bbck IAS1M L00) P 1-YT Jambi P-Mok Hollow Black ASTM C90 8' 1-101'D F�12].4kal,F,P180.Tkal ad/SILL C, cmM min. 3.35 kill4' 1�r b/P4MokConcrete min. 3.35 he06' 1- 4' Jamb/P4wakHollow Bbck A9TM �D 8' IAM' All Sculnem Plrc SG. 0.551' 1-Y6 1)" 9UBSTRATE CO NS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANOKUK URQUVB AeuvE, CHOOSE OUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY-33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETElCMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEE 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK meal r REVISED PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS u4.wpyt.X N,1 M1eiMM InI eoJ INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS A(aepl.an Na17-Oy2o•rkS DEPICTED AS 2XARE 1-1/2'THICK OR GREATER. IX AND ZX BUCKS F91raa4.0.te.AV�aTjo�G (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER E,I (,A•�j� LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS k�TY— 1 TvrWuclGmrq 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 k1Lltuurq NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, ; s MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY ,LQ; .•`...... SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF _ NO58105 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. :'A 1• N sen4MG I C I 1 d 22 1 PG70128 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX.UNITWIDTH LOCATIONS USING DETAIL "Jw,"Je.'Kw'OR"Kc-INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NO P PANEL WIDTH PER TABLES I-3 t MAX. UNR HEIGHT PER TABLES 13 I1 1-PANEL CONFIGURATIONS NOM. PANEL WIDTH 1a PER TABLES I-3 j ' � i jS� MAX. UNff + GHT iF" � PERTAIBL St-3 JI r 13 + CONFIGURATIONS pXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° 8135- CORNER CONFIGURATIONS CAN BE A COMBINATION I OF ANY 25TRAIGHT CONFIGURATIONS. i 1 z jio�o 3) FOR NOM. PANEL WIDTH, SEE TABLES I-3. fi� "X•=OPERABLE PANEL, y °O'= INOPERABLE PANEL, vocrceT jy� "p"=POCKET F—DETAILLETTER 'Yf= WOOD ET METAL INSTALLATION INSTALLATION + SHEET NUMBER 9 / / 2-PANEL-c"=CONCRETE + MAX /T-f— UTH _ L WIDTH 7' NOM. 1-3 M . UNIT f H IGHT PERT BLES 1-3 NOM. PANEL WIDTH _ PER TABLES 13 MAX. UNIT HEIGHT Bi PER TABLES 1 J� MAX. UNIT WIDTH DLO WIDTH- NOM. PANE - 125" DLO HEIGHT = DOOR UNITNIT (FYl/9w NOM, PANEL WIDTH qc + c HEIGHT PANEL HEIGHT=DOOR UNIT HEIGFi1'-1.888' ®©Cri PER TABLES 1-3 i tw 1 i 5t MAX..UNIT + HEIGHTPER ABLES I-3 +9 Gl9✓sa -�ai�2atwT..Qa ie>ik/iC�ipl{E1iF7 ill iFl iRl iFl �� Nm m iii W 5-PANEL CONFIGURATIONS PoCXET 4-PANEL CONFIGURATIONS 3 MAX. UNIT WIDTH NOM. PANEL WIDTH 1 1 PERTABLES 1-3 191DUUCEEEY16Bp uw�phio¢Hth+M flo,lia m rmh cec MAX. UNIT w 1 /Y SEE Ew—w Na 1 •u 20d5 w=w °i1t HEIGHT 0 /�2. TABLESPER' NOTE MIS Li cEnr rtnuTKRezhe U xm�. ��� scOaro (OUTSIDE CORNER SHOWN, 1. SGD - NON -IMPACT a..w 2 + 22 PG70128 .k / �N...y5�8,7_006 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-711T @ 96' HEIGHT 300-1/4- @ 120- HEIGHT NOW PANEL WIDTH ® p g PER TABLES 1-3 t e to MAXL*Tff 1 HEIGHT, e 86'OIjR 720' l� 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX.. UNI� H EIGH PER TABLES 13 NOM. PANEL WIDTH PERTABLES 13 lm I Ex N am ®11w,1 , WIN one� {�•p {81 iL9 Jf '�V i�D f[7 fmF•7 � fmFl fL'7 fmF'7 iml•J 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH PoG i CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "J e, "JC,'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- 6135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X' = OPERABLE PANEL, 'O' = INOPERABLE PANEL, "W = POCKET DETAIL LETTER 7�.�. 'W' = WOOD OR METAL INSTALLATION ® "d=CONCRETE INSTALLATION �--SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.866' 1 1 1 MAX. UNIT PER TAHEIGHT IBLES I3 /1 / /0 1 �, PCCNE M VII=F W75 (ea0�t= c[rtr. aP,turx. amen N0.58705 II .Ao•.. SA$d .' s KAMPLE CONFIGURATIONS ';IFS •�.;�coRlon..%'�2�� ERIES 670 ALUM. SGD - NON -IMPACT �'�.S�O �AL skb P ww R cpe7p NTS 3 d22 PGTO128 O REtl59705 GLAZING DETAILS (G1 & G1A) 3116' T GLASS ]d EXTERIOR 82 a 314' NOM. GLASS BITE ]5 EXTERIOR 54 3116" TEMPERED GLASS, TYPE G1 IW T GLASS 14 IRoouGfgEW2BB . 4e WeMNY xiLL�4 R«Ya EXTERIOR 82 l41IIxi CeOe AasPUa«N4 h-n4 ,5 a eaq,wl.. on< 2 .�o GLASS r'PNr W«�Ceeq,1 BITE ]B 54 <V 1111I III<�� 4°TEMPERED GLASS TYPE GIA ,.``�,,�0•••""`..Mi°'�� * t No. 58705 GLAZING NOTES: wF r024RiLMNaOGYOWVE HVEI6CER913)6 °iOp" GLAZING DETAILS 't1`'•.!ioglo?.:'���� TEMPERED IBH14®.I&O LIENO`� SERIES 670 ALUM. SGD-NON-IMPACT JF 040Y1] C NOG41NGE5TNI5 SHEE). e s.rae ^� 0.LYNNMI PE �+ eF m. M arrv�vcna<a' we m 4 +22 PG sGnwa NfS 4 T0128 C P.EA56105 JR 01R6'l4 GLAZING DETAILS (G2 & G2A) — VNOM. 3116' T GLASS 5/9' AIR SPA 3/16" T GLA EJITERIOR a 1/2"AIR 1114" EXTERIOR a 314" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2 1— 1"NOM. + 314" NOM. GLASS BITE 1" I.G. GLASS, TYPE 32A WITH DESICCANT 12d KODISPACE 4SG TP5 1z8 DURASEAL� SPACER HOTMELTBUTYL STRUCTURAL SILICONE ylW NOM. FOAM WITH DESICCANT SUPER 1zs SPACER®NXT POLYISD- BL !-ENE SEAL ROLL -FORMED_ STAINLESS STEEL EXT.GLASs— XL EDGET" SPACER iTRULAREA 5HW NOM. Pena! Description Materiel 124 Kommeding4SGTPSSpacer System 125 Ouanex Super Spacer 01with Hot Melt Butyl See this Sheet for 126 Ouanex Dumseal materials 127 Cardinal )(L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, MS & 8970 I lauuli ,NYcENNN Ne. 59705 .P GLAZING NOTES: "T=TEMPERED µ venvrF, n Jrvb GLAZING DETAILS -o bs''',i0gI0P,.'GNC'� �` '%�S/ (af)Mafero », p1 in10NAL1E o CERr.O TMRAPPi RITJ-� SERIES 670_ALUM. SGD-NON-IMPACT Jq Ob9N1) L NO C/41NGES THIS SHEET. lXPMJ9�A11 ,eA, LYNN MILLER P.E. NTS 5 e 22 PGT012B C PIEA68705 JR OT/LD�iQ TABLE 1: Design Pressure(DP) and AnclaudQuantitles Required, (for all approved configurations on Sheets 2 & 3) For comtt t g cnomge on 90•er105° camerun5s,sm Meal it Oaar Unil Heart Tale epplbsmell Glasslylxrs eM W. ibe s111elAA1e9el types ahoym belPe. 0 y B LO B6-ira' k0 Pa58Ne I+) DP may he lYnbep by Anchor GNPP Amhor Group Pnchm Group MCIV Group TPbia 1A A G G D A B C D A B C G A B G D Des nP/aasum +90.0/-12L1 G•1 G+1 G+1 G+1 +A..0/-170 GN GH GN GH a80.0/-I1Q8 GN G+1 G«1 GH +Po.O/-1028 G+1 U+1 U+1 Gq 1T' HeeNSill 10 a 0 8 1 DLO Jamb B+] BN ON 6+) ]+ 0 188 T B 1 8 P8 1•e T•0 T•B T B 7+E 7-8 )+ PAmk Lbsbn Pressure •8a0/-f053 +Po.0/-f00.2 +Po.0/-022 •:a/+15.9 HmN591 G+1 GN U+1 G+1 L/N U+1 G•1 N. G.1 G•1 GH G+1 5+1 U+1 CH1 co. OLD Jamb 10 e B e 10 " B 0 e t0 8 e e 10 I a 1 e 1 8 P-book fi+] fiH 8+T 6Q )+8 )+8 ]+8 7+8 7+8 7+0 7-0 7+0 5+8 7+8 1 7+87+8 Des nPfuuxme +500/42.8 G+1 G+1 C4+1 G«1 +B].3/d7.9 G•1 GN G+1 GH +B00/+W GN GN GH GN +718/.718 C4+1 G+1 L4+1 L4a1 �, 29' HeaNSel B a 10 B 0 8 10 8 0 0 10 B 8 0 O 0 Jamb 10 0 5+7 fia) Ba] AB T+8 Ia8 ]+8 T+B N8 ]•8 1+0 ]•8 7.6 ]+B 7-8 P-bv* Oss nPncavm fiN +817/d9.1 +78.d/AB.d +M.0/-0tfi +858/d58 L 35' HemrBill G•2 G+ •2 G+2 G+2 G+2 G+2 G+2 G•1 G•1 4+1 G+1 GH G+1 0 B 0 0 8 10 B B 0 10 8 B 0 a� ILO .boob Na nP «TTf/-P.1 «r2 -T1 +66.6/doe a60.0/60 1° HeadlSll G✓L G+2 G+2 G+2 G+2 G+2 +2 G*2 G+2 G+2 G+2 G+2 G•2 G•2 G+2 G•2 �, 0 Jamb 10 B a B 10 0 8 8 tB 0 8 e 10 B 0 8 P400 6.7 0+7 6+T fiN 7+0 )+8 Ae NB T+8 1+0 l•8 T+B i+8 NB 1+8 T•8 MollaP on, +715/-nA +67 /-07.4 +51.0/-01 +SIJ/3x.7 dT HmNW Ga2 G+2 G+2 G+2 G✓( +2 G@ G✓( G•2 G+2 G•2 U•2 4+2 G+2 U+2 01+2 �" DLO D 8 B B 0 0 e 10 B B B 10 B 8 a .boob P-0mk 8• N T+S T+8 T+0 7+B 7+8 7+8 7+8 7+5 7+6 7+5 T+8 1+0 Des nPlmsum •69.1/59.1 G✓( G•2 G+2 +Bx0/d0 G+2 G+2 U+2 G+2 +57.B147.6 G+2 CN2 G+2 G+2 +wX/40.B G+2 G+2 G+2 Head5dl 01-3 U+3 OLD fiN )+0 ]+B T B i 0 i 0 )80 i•B ) 0 I B T80 1+0 ] B P B T 8 7 B•1 FOR EXAMPLE ON USING TAULL, see snm I r. DLO WIDTH = NOM. PANEL WIDTH - 7- DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866° SIII Height to Max. (+) DP (Water NOltretion Rating) Sill Roar Height (+)Design (Flat or Box, see Pressure, ps1 Sheet 17) Flush-l-1/2' see note3 L6s-2-1/2' +46.87 —rILM-TM sal OHLENGTH OH RATIO = OH LENGTH W ICI OH HEIGHT x OH RATIO z 1 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-112- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 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 1-1r2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. - ...... �.................. .Tc ,a o +n r=no f.CCCl.1¢I V 111T411 C THE FOLLOWING STILE& Interlock ASTRAGAL P-hook TYPES SHALL BE USEU Lecksiile@lamb HOH I AnLE'. Straight Astragal Assembly xc sncci¢� Lockstlle@ Straight Astragal -111..... .. 90-ASVagal Assembly —^—•"�----—--� Lockstile@ go -Astragal 135'Astragal Assembly Lockstile@ 135-Astragal Standard 5411es "Tim 5tantlard Sale Standard Stile Standard Stile 57ta1tlard Astragal standartl Stile Heavyduty stile Outside Comer„ 7'Y-h`�r�LJIL Inside Corner ' 1 I Heavy-duty 5dle Outside Corner --- Insider Corner Heavy-cuty Stile Came Corner Outside Corner HeavyEuty Stile alJ� �¢�L�—��` Fri T VJII Part 960(x2l Pan NO Part#60 Part#60 (stile) Part #671Asiragal) ParINO Pan #61 (Stile) Part ftlia(Re,dvCorner partp119 (Out.) Part#120gn.) Pan H61(Stile) IfPam &#Fx 32 M#0un[) Part N61 CER7.OFAUIIL/1&'ia 9Gos]D I MTS 1 6 • 22 1 PGT0128 .a"p41Y LYIVAt /a No. 58705 .P PO `. sKr fE NP} 4C T. TABLE 2: DnipnProsaura (DPI and Anahor DvaR.q.1mcl. (for oBPProva6 on6pun6ene onShoots 488) Fuwwrablmoo se' aISS wmMUNO, a.a a0ae111 Tatw 2 smw"va,aGleo.w Bm smNAalmxel talow.wOM AmXeG 36' ]T ]0' IT 6B, b/ fr' LLo 23- RD 3T Due DLO 61' no ryles an] ryOea aba�n m Tou. Tetle 3A. Pnavm aNeadel9 1B. 9 ♦rc.0/-1. A c 0 U+1 GN U•1 GH 10 0 0 B r•0 »0 J.e »e .00.0/-10.0 C6e2 L5.2 CN+ CHt �. /•oto Aiebw up A B C + -139.0 GN GN CNt 10 8 B »0 I.. »6 •B00/-IRB C6N CS•t G'+1 D CN1 8 »a CH1 e HD C5.1 B B+B W3 0 0+0 CN3 NB BB- to-/Y M. Me w A B L 0 •M /-1320 CNI GM GH GH t0 0 0 0 »e »fi r.6 J•a •D00/-1128 CHI C8+1 CNl d•1 lx tD 6 a HB B. sHB 0.0 +80.0/r/-]0.6 C3+2 d+1 d+t +3 13 10 0 0 B.0 H9 B+D 0+8 .00.0/34.1 c5+3 C6+x CNI d•x 4 10 a 0 8•B B.D B.9 a•B •BJ.9/-0y.9 CNa CS•2 d•x d+] d+0 B•B B+B 9+B hn 66' aSrA' r6w0 A B L •W.0/•110.0 G•1 UN UH t0 B e r•e »e r.e •90.0/-1138 cN1 CS•1 d.t u to e GB B.D HO d+1 CS•3 d.t 12 tD B &B 0.0 bB Wal-ar.0 d+2 CH2 G5.1 13 10 a 0+8 H9 e•B .410/dl0 d+2 CS+2 d•2 u tD e B•B B+B B.8 W D Wt B »5 CB•1 a e•9 dN 0 0+0 G•2 0 H9 d+3 e 0+9 k 103' e1 /aD P. A 8 L D + 0/-f0fl0 GN GN d+1 G+t 10 10 f0 t0 a+B e.9 e.9 fi.a .9-f040 d.1 LNI CS•1 LS•1 4 ID fo 10 e+B 0.8 e•0 e•0 .WO/-0fA CB.I CB•1 d.1 dN t3 10 1D 10 B+B ND HD a+0 •e1.3/d1A c5.2 CY3 d.2 dQ 12 10 1D lfl b0 MD BK a•0 +J9a/-118 CHS U+3 d+1 d•3 12 fa m m B+B 6.0 9.9 NP 1B -/B' o wr my A 0 rclC 0 ..a'..i80. GH G•1 G+1 Gq 10 10 10 ID Bi0 B.a e.8 UD K0.0/-0A1 d.t d.1 d•1 CS•1 a tD m to 8•B B+B &B B.D +ei9/-01] CHt C1+1 CHt CHt 13 10 f0 t0 B•D HB e•B a.B HSJN0.> d•x CB•2 d.t CH2 13 10 10 10 B+B B+0 HD 0.9 K&0/i66 c5.2 C6.2 d+3 d•x Ix m m SO 6•B 0 MB B.B H' t0 na• 0 M B C 0 GH GH Gq GH 10 10 1D 10 9n0 ado wro BNO i90.0/-8V C6.1 d+1 G+1 d•1 tx f0 1D ID OHD 8.10 0.10 BHO CB•t C6+1 CHt c6H 11 1,1 10 10 9H0 BND DHo 0.10 +JOB/-r0.B C9+2 CH] CB+t d•1 12 f0 tD 10 ONO 0•f0 0.10 0+10 •040/-040 G+1 C0+] C0.2 W2 1x +D 10 10 BNa BND 0 D M10 IW 1oAl/a• o ^rJr° D A B L D +BB.O B GH G+1 Gq G•1 10 f0 10 ID 9.1D w1D wm BNO i9r.B/CLl CB•1 Ce.1 CN1 Wt Ix 10 l0 t0 W10 0.10 8.10 W10 C6.1 CHt CHt d+t 13 10 10 10 pH0 8.10 BHO ONO .6fl3/{63 CHt CB•1 CB•1 dN 13 10 f0 10 B•f0 9+ID 0.1D B.fO .a60/d10 c4•x CS•2 CY3 d•3 n to t0 10 B•10 D+1a ONO BNO J.. Pd . (yIP,Pmeme Hu a JB pB,yL p9pn P2aaw MCWB10 13 ID a a GD 8.9 e•0 B•0 +90.0/-I210 d+3 C6+3 C!•3 d.2 11 10 8 B HB a.e 0•D 0•B +860/-111A G+3 C5.2 CHI d.3 1a 10 B B B+D 0.0 B•9 HO .DOD/-f02D Cb+3 C6.3 d+3 C6+3 a•0 B B.0 HO 4 ID B 9.9 8+0 HD +90.0/A1B.J CB•2 cNx CS•2 12 ID 0 HD B+9 a.0 •N.0/-.G] CB•1 ce•3 C3+3 13 10 6 e•0 0+0 a•B • 0/d40 CN1 CH3 C9.3 9+0 e•0 a+0 Jamb PJm4 Waly,�Pmaauc .hW610 JmB PJx�tX MIDn PnaawB WaNSYI Jamb P-.,o, G, m D.o pvlDn PmWWe IMNsuI .B].0/i3.0 CN] 04+9 CN2 CN2 U.2 pL3/gL2 G+1 CN3 CN3 •OB.B/-0➢0 G•3 G.2 G+3 LM3 •09.0/d10 CN] G•3 G+2 fM3 NOteYdlnhb ln11b896IJea JSM 10 B e e to B B a to e a e tD e B a PAmL »e i+e J.e r•B J+a 7+e ;-a »6 1.8 r•a riE I•e na J+a ra J•a �, ST DID p P2aiva +rB.t/-)A3 +I39/ilJ .64t1/-060 .W.O/�0 Me Me G•3 CM] G•3 U+] CH] G.3 G•> 6 U+] a CNI U.3 G.2 m a a G+1 a G+3 m CN2 e G+3 e G.3 e PJnM 1D B a J.a »a »e e »e 10 e E SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 819 FOR ASSEMBLY DETAILS. THE FOLLOWING STILE Interlock &ASTRAGAL P-hook TYPta tlHALL ne uocu Lorksble as Jamb PORTABLE 2.5E Straightmbly l Assembly Lorksfl tra 5tralght Astragal 90'ASVely Assembly 9G'Asile@ �90°Astragal 13 ssenaagal Assembly 35. AGIe@ 135'ASVagal Heavy-dutyStiles Heald dury591e Heavy-dutyStile HeaWduty5tile Standard Astragal Heavy-duty Stile a� ...I� Heavy-dutyStile Outside Corner, , ' [F�rj�Z�L�i ��L.It��k�---{I` Insid COm -I I Heavydary Side Olrts er Comer Inside Corner Heavyduty5tge Inside Corner Outside Corner Heavydury5dle "''�Iv .J�JJ Part pbl (x2) PaR#61 Part #61 Part #fit (Stile) part #6T (ASVagaO Part 061 Pan 461(S61e) Part#138(Comer Receiver) part#119 (Out.) Pad 0120(in.) Part461 (&43 Parts#31&#32 (Com. & Fxd Mount) Part#61 Teen c Dm SIII HelOht to MRx. (+) DP (Water IIIfi16a5on Rating) SIII Riser Haight (I Ch sign (Flat G BDx, see Pressure, ps1 Sheet 17) Flush -1.112" see note LOW-2-1/2" +46.57 Madium-34W -60.0 High -V i90.0 SEE NOTES 1-3 DLO WIDTH= I - PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT= DOOR UNIT HEIGHT -1.866" p"clucc RSYiiss B,opbaa.warn�B hBalinx (OMr o gaDiradaa Delr_(a �- .�.7{/ZO IHl.ua' PlWaae COCr'9^ NOTES: 1) POSITIVE PRESSURE5 IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PEP MAX WHEN USING THE 3-114" SILL, POSITIVE WATER OP IS 60.0 PSF MAX.LOHGTHWHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A L3) 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 2 MAY BE USED WHEN THE DOOR IS sPROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR RATIO a 1WATER INFILTRATION, * No. 58705 41) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. OHLENGTH//885) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OHRATIO=OHHEIGHT v,0 )8' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 :%00'•, biE P� ; • •� cmr. aFAunL�me SERIES67 o�DP �OO, Nb1T DYICtl aeasEMSEO avMSGD-NeOrNv-wIPACTs A. LTA2 7 YPa. M11sLe1LmtE"Rs •22 PG128 C PE An a J: Design Pressure (DP) and Anchor Quantities Raqulred, (fo7all approved wnflgure6one on Sheets 2 & 3) For csmeresbegal enchemBe an BP or 135° comerudb, see oMet 11 Oow UJt Hslphl Tab apPle4 b al Gnes IypaB erM SIT 98' the Stile/Astm9al types shmvn . IB' 0L0 IB' OLO ]& /8 LO BSdIB' below. PeelOse(+) UP mwy by pachorTyp Anc or ype Allcbof Type n9hor ypa united! by Table 3A. A B C p A B C D A B C D A B C D 1T Ort Presswe HeadlBBl G+1 G+1 G+1 G+1 Gat + - 0+1 G+1 G+1 G+1 ♦ CN1 G+1 Gal G+1 + G+1 - ' G+1 G+1 �- DLO Jamb f0 B 8 8 10 e B 8 10 e- 0 8 10 8 B 8 P4nok 7+5 7+e 7+8 ]•B 7+8 I+B 7+8 78 7+B 7+8 7+e 1+e T+8 T+8 ]*6 T+e lbsgn Pressve +80.0/-159.5 +wu145a3 +940/-138z +90.01-120 1. H Sifl G+2 +2 C5+2 C5+2 C6+2 G+2 C5+2 C5+2 Ce+z Ce+2 C5+1 G+1 GN G+1 G+1 C5+1 SOP DLO Jamb 14 12 B e 14 12 e e 14 12 8 e 14 12 B 8 P4vok 9+t0 BNO 9+10 BNO 9+10 9H0 W10 B+10 8+10 9H0 BNO 9+10 8+10 BNO 9+f0 8+10 f)ealen Presque 490.0/-139.4 +90.0/-1309 •90.0/-120 29' IHadf519 G+x G+2 C5+2 C5+2 G+2 C8+2 G+2 C5+2 G+2 G!2 G+2 C5+26+z CSa2 C5a2 6+2 5+21 • DLO Jamb 14 12 6 e 16 12 B 8 14 12 8 B 12 B B PAook 9H0 BHO B+10 8+10 8+10 B•10 8+10 9+10 BHO B+ID 9+10 8+10+10 9+10 9+10 casl➢n Pressve +➢40/-f25.5 +M O/-117.6 +80.0/-1W.380.0/A8] air HeadlSlll G*2 G+2 G+2 C5+2 C8+2 C6+2 C5+2 C5+2 C8+2 C6+2 G+2 C5.28+2 C6+2 CS•2 42' DLO jamb id 12 8 e 14 12 8 8 14 12 B 812 8 8 P4ank e•10 8+10 9H0 BHO e+10 8+10 9+10 B+10 BHO B+tO 9HO B+tOHO BHO RW21��+211+27 B+1B Design Pressum +9001-115.7 +80.0/408 +90.0/-982+80.0/a 41' HeaN5111 G+3 CB+3 CS+3 C5+3 C843 Cfi+3 C5+2 08+2 Gat C8+2 CS+z Cb+28a2 C5+2 C5+2 48' DLO Jamb 14 12 e B 16 12 8 8 id 12 8 B12 8 89+10 8+10 9+10 8+1D 9+10 0+10 9+10 9+10 8+10 Ba10 9+10 9+109+10 8+10 9+10Daagn Preaswo +83/-83 +lax/-7T.2 +bT.B/OiAB82.61ti 647' Headlalll G+3 G•3 G+2 G+2 G+2 G+2 DN2 G+2 G+2 G+2 G+2 G+2+2 C4+2 G+2 DLO Jamb iD e e 8 10 8 e 8 t0 8 8 8 10 B 8 8 P4ieok 748 7+8 7+8 7+8 7+8 1 7+e 7-51 7+8 I 7•B I ,P 7+8 NB 7+8 T+e 7+8 Do%Pressure + 9.2/-712 +]Ss/-T19 +66/E6 HeatllallI C7+3 Gai Gai G+3 G+3 C 3 G+3 Ge9 G+2 G+2 G+2 G•2 C4+2 G+2 G+2 G+2 DLO Jamb 10 8 B 8 10 8 0 8 10 B B 8 10 e B B PLook 7+8 NB 7+8 7a8 1+8 ]+B 7+8 T+B T•e 1+8 ]+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE. SEE SHEET 7. ' OLD WIDTH = NOM. PANEL WIDTH - 7- DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866- Sill Hel9htto Max. (+) DP (Water IrifilVatlm Re Ong) Sill Riser HegM (+)Design (Flat w Box, see Pressure, psi Street 17) Flush -1.112' see rat Low-2-1W - .07 +600Mem04 High-4• SEE NOTES 1-3 2 O OHLENGTH OH RATIO 21 OH RATIO= OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4% 3.1/4' AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. +a Fr1R ae QFURI V niF All S. THE FOLLOWING STILE&ASTRAWki.I 7PeB bMLL uc woo rvn Straight Astragal ladaUle@ --•-•^••-••------------------ 90'Attragal InrJistlle@ 135'Astragal Leckstlle@ Interlad P-hook LocksNe @lamb Assembly Straight Astragal ASsemhly 90'Astragal Assembly 135'Astm8al Heavy-dutyStiles Heavy-duty5tlle Heavy-duty5tlle Heavy-duty5tile Heavy-duty Stile HeaWduty5tile Heavy-dury5tile Heavy-duty Stile Heavy-dutyStile Heavy-dutyy Astragal Outside Outside Ceres Coo e Corner 6V Inside Coner 'I I Insid---sy�V 7:,V Corner Outside - ^' .LLJ Comer Part N61(x2) Pan Pon Part pfil (Stile) Part#69 IAstragag Part MI Part 961(Stile) Part#118(Comer Part#119(Out.) part#120 (In.) Part 451(S01e) Parts#31&p32 ICorn.&Fxd Mount) Par[gfil Receiver) IROOOC r a8V1g� u is+�pbin.iw W PJwf/e wa4rvrCea. q AuygaeteW I%-0�}2�•01 L * �No. 58705 ' SERIES 670_ALUM. SGD -NON-gMPACT A/L %UWPE. JR o4o6n7 c l9easm rperea `rw°rs. I—'��]�' 1 e-r ° 6mem N75 8 • 22 P(370118 C P.eusmD6 i NOFRAME "8+9"P-HOOKANCHORAGE CONSISTS OF: SEE JAMB (8)P-HOOK ANCHORS, SPLICE NOTE, REQUIRED @ '�' EXTERIOR (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET7 THIS j' i POCKETS AND SHEET '•;', SEE POCKET (9)P-HOOK -------- JAMB MOUNTING ! _.._ INSTALLATION, ADAPTER' THIS SHEET ANCHORS MIDWAY • & SHEET 14 BETWEEN P-HOOK t;�r• ANCHORS & AT 3" FROM TOP& BOTTOM " MAX. TO OPENING END PANEL ANCHORAGE 24"MAX. O.C. (2ANCHORS) •+2• ANCHORAGE CENTERLINE OF PANEL 1 24' M1AX. O.C. I- 42" NOM. PANEL WIDTH a EXTERIOR SEE INSTALLATION DETAILS'Jc' &'Kc', SHEET 14 & PART DETAILS'J' & W, SHEET 19 FOR P-HOOK SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, '.TAILS, SHEET 10 FOR -� REQUIRES'C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER,SEE \ 42" NCM. DETAILS, SHEET 11 V/ j \, PANELWIDTH i =FRAME ANCHORS 96" 14' MAX O.C. o UNIT 00=P-HOOK HEIGH O ANCHORS x m o=P-HOOK MOUNTING r 3" MAX. ADAPTER { ANCHORS SEE "CS' CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL x. O.C. 6" MA%. 4 PAIRS OF ANCHORS (TOTALS 21•MAx ANCHORS) D.O. PERJAMB •� (SEEJAMB DETAIL BELOW) 1 ANCHORS END PANEL}L-�,I,V Ij' ' x X x x -' 8• MM.'ANCHORAGE(SEE (SEE SKETCH BELOW) I I J\x+Zx x x�y'x x �2• ANCHDRAGE�ANCHORAGE�TLH BELOW) 8"MAX., TYP. --..( (� ANCHORAGE ANCHORAGE ANCHORAGE 2.04" EXAMPLE 5-PANEL 2 TRACK 90' OUTSIDE CORNER - pXXlXXO- EXT. MOUNT POCKET ANCHORAGE PLAN: 42" X 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE: NONSTRUCTURAL ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1$, SHEETS 641: INTERLOCK HEAD & SILL: 8' MAX..PROM FRAME CORNERS. USE SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, 'DETAILS, SHEET 10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT FORINTERLOCK AND CORN ER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE -+7ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" MAXIMUM ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD ORSILL IF A SPLICE 21" E5 OCCURS AT THE P-HOOK. MAX. O.C. ptOOUC(YEVLE® u'trPeysq wHh Ise Raridi NeYlinl Ced. 5.64" A+'°WI•ueN.19-d�>n.n5 ps�Y_YIM�Iee,�hee��-ye O.C. 6 MAX. Du4V xlCm`el JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR 2-TRACK O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS B.S. SEE FIR WEJAMB P-HOOK ANCHOR DETAILS ON SHEET 14. "+2"ANCHORAGE -•---- ANCHOR PAIR REQUIRES CENTERLINE SEE CT 'C6" CLUSTER SEE I__OF DETAILS DETAILS, SHEET 11 INTERLOCK FOR I- IF PANEL yap" 11 FOR OTHER INTI OF PANEL 4 Mr. WAS .. Y18198 CENTERLINE ASTRAGAL ANCHORAGE f-�OF (2 ANCHORS) 6^ I 1 MAX. 1�CENTERLINE OF PANEL 5 % V f I/1•�i, rI FRIES 670ALUM. SGO-NON-IMPACT �_ A. LYNN MILLER P.E.sGOmo NTS B -22 PG70128 C PEC5810.5 ASTRAGAL OR SPLICE LOCATION OR INTE OC NEEDED NTERLOCI l CENTERLINE i C TERI.INE 7' 1.75' 4 (FOR SPLICE I NDITION, USE 'C6 USTE TAIL) 7" y ASTRAGAL OR - SPLICE LOCATION C JTERUNEIF NEEDED 75" 3.5 "DIAG. / 21" MAX. O.C. 6" DIAG. 2,pq^ EXTERIOR 2.04. f 2.04" y 2.04" 21' 1 5.64- MAX 3.5° E%T(E'RIOR T• EXTJ�E�'TRLIOR V 2-TRACK FRAME HEAD/SI V 4° DIAG. EXTERIOR 7' �l, 2-TRACK FRAME HE SI v 7 .5" 7" 6' 2-TRACK IF EAD/SILL MX.A O.C. 1 ARE REQUKED,'04') \ ANCHORS ARE RE RED, "CS') ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FORSPLICE INTERLOCK__[�IF NEEDED INTERLOCK CONDITION, USE CENTERLINE I CENTERLINE I "QB'CLUSTER DETAIL) 3.5" --415" 408'4.OB'EXTERIOR 7�. E EEIMOR 4'DIAG. EXTIE�RI v 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HEAD/SILL v (d ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, 'CT) ASTRAGAL OR I�SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK —[—IF NEEDED INTERLOCK�I CONDITION, USE CENTERLINES CENTERLINE I C6' CLUSTER DETAIL) I I _ 1.,75• 'I 3.5' If E%TEnRIOf. V 4-TRACK FRAME HEAD/SILL (a] ASTRAGAL OR INTERLOCK (USE WHERE 4CLUSTER ANCHORS ARE REQUIRED, "C4') REQUIRED,'C6") ASTRAGAL OR SPLICE LOCATION a .­ '——" .- INTERLOCK -`IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE 3S• 2'04• — 7• 4� NCHORS MAY BE INSTALLED 2.04' 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT I:FNTFGI IMP USE THIS DETAIL) 4'DIAG. 2.04' 4• 5.37"DIAG. 4.08" EXTET�RIOR 7" EXTI1EE�RIOR V 4TRACK FRAME HEAD/SILL �/ (d ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'G5'1 N.V000 n£ o Ian/aemlm4 CER/:OFAUlH.Y3BIBB A 21^ EITHER IN THE EXT. OR INT. MAX, TRACK(INT. SHOWN) O.C. NOTES: 5.64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6" MAX. 2, FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR r ucreevres FOR SPLICED nnnPlH @r ft Wedlr CONDITIONS ONLY: Na41,ce SPLICE LOCATION Atapl Ne 1iro47a.p' e�PirMr dl.y 4;14.47,1 IFNEEDED � T^ 3.5" a l_ NsxrRw rude +1 3.5' 1­ -. - 4-TRACK FRAME HEAD/SILL (d ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'CV) WITH B W ITHOUT SPLICE CONDITION Sanwa I NTS 1 10 a 22 1 PGTO128 l I\II IIII ... ........ No, 58705 ' .0,1; S m F�, ""ONAL 0N`` A. LYNN MILLER. P.E. 2.04 12.04 INTERIOR 2.04" IWERIOR 2.04' NOTES: 1. ALL DIMENSIONS SHOWN INTERIOR INTERIOR 7' ARE BASED ON MINIMUM 4`DIAS. ) 4-DIAS. 8'IW ALLOWED. 612' 612" 3.5. 3.5' 2. DETAILS DEPI& ANCHOR INTERIOR IWEROR 7- IMERIO INTERIOR QUANTITY AND SPACING, 0° 3. 90° 3. 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL IXTEaIOa TERIOR 4'DIAG. q•plgG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1`ANCHOR 3.5° 3.5• 4' 3.5' 3 " 4- 4' T EXTEROR 4" 2.04' T 2.04' XTE ENOg 2.04' PRIOR 2'�• 8.94' ° 90° CORNER 90° CORNER 135- CORNER 135- CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL �OF PANEL (USEWHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4CLUSTER ANCHORS ARE EQ CLUSTER '+2•ANCHOR ANCHORS ARE REQUIREO,'C4 ANCHORS ARE REQUIRED,'CO') ANCHORS ARE REQUIRED,'C� ANCHORS ARE REQUIRED,'C6') 4.08" INTERIOR INTERIOR 2.04' EXTERIOR 4.08' `+1"ANCHOR " 4'DIAG. 4` 7.41" 3.5' INTERIOR 3.5- InreaioR CENTERLINE 0° 7. 135° �OF PANEL EXTERIOR '+3" ANCHOR 3 3.5' 4.08' 4,08' 5.37' G. 7- 5.3]° AG. CENTERLINE _ 2'�• OFPANEL 3.5' 4° 3.5' 4 ON 3'S• 4'DIAG. EXTERIOR EXTERIOR T 4" INTERIOR Y2'ANCHOR 7' -- 7' EXTERIOR ALL CENTERLINE OF PANEL 90' CORNER 135° CORNER n VIEWS 2-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME Dist I. V . INTERMEDIATE ANCHOR LAYOUT ("CB' ANCHOR CLUSTER REQUIRED (-C8" ANCHOR CLUSTER REQUIRED ATALL3-TRACKCORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. /T oncr REWFw �a+pw"�&t it,ids IMERIOR 8.12' *IE�RIDR 2.04" A,ary+sse Ne l]�42a.6 2.04' 3.5' E°M,+fw mie�+"Fe7a _ CENTERLINE 4- EXTERIORf y IWEIOFPANELNTEawR BD 4"3.5' 04''+3'ANCHOR 6.12' 4' G. 8.12°4.08, 204' 3.S 4' 4' OIAG. 3.5' .;NTO�!.....N!YEMERIOR 7" 204, I�.CENTERLINE 1JOEN OF PANEL �:' SF'•�(�: 9D'CORNER 135' CORNER , 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL = * NO. 58705 ('C8' ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT = *_ AT ALL 4-TRACK CORNERS) ATALL 44RACK CORNERS) (3-TRACK SIMILAR) 10snsm ANCHORAGE EXAMPLE CLUSTERS 'IFS IETO+°a,em �STDNAI SERIES 670 ALUM. SGD-NON-IMPACT rnrn null JF 040.V17 hC6 NO LIIANGESTRIS SNEET. GEA]L ° ® uw - °'°„^ ^� A. LYER P.E °F P•. o,v., � a�mra�x sGpd]4 NTS 1 11 s 22 REJ58 PGTI7118 C P.EAs°>m JR p]lM%/ INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET MIN. OF 3 THREADS BEYOND EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE J SEE TABLE A, SHEETI SEE TABLE A, SHEET 1 SEEJTABLE A, SHEET I 1 2-1/16'. 2-116" 2-0/16— NOTES: EXTERIOR 1/4" 1/4' 1/4' 1. ALL DIMENSIONS `r MAX EXTERIOR o S mAx. SHOWN ARE BASED SHIM M EXTERIOR SHIM ON MIN. ALLOWED. 0 1 j '( 2. METAL OR WOOD EMBEDMENT: T I SUBSTRATES MAY BE TABLE A, USED FOR ALL FRAME SHEET 1 WOOD ANCHOR TVP., 2X WOOD WOOD ANCHOR TYP., METAL TYPES PER TABLE A. TYP., SEE SMS ANCHOR TYP., SHEET 1. 2XWOOD TYP., SEE ANCHOR SEE ANCHOR NOTES' TY].,SEE ANCHOR SEE ANCHOR NOTES TABLEA&ANCHOR SEEANCHOR NOTES NOTE 3, SMEET t STABLE A SHEET NOTE 3, SHEET &TABLE A, SHEET NOTE4,SHEETI &TABLE A, SHEET ' DIAGONAL O.C. IS K FRAME HEAD IN FRAME HEAD FRAME HEAD MIN 4' (HEAD &SILL) L ®w WOOD INSTALLATION WOOD WOOD B®w WOOD INSTALLATION METAL I METAL INSTALLATION OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMSANCHORTYP., METALTYP..SEE DETAILS, SHEETS I0&11. SEE ANCHOR NOTES TYP., SEEANCHOR B TABLE A. SHEETI NOTE 3, SHEETI SEE ANCHOR NOTES TYP., SEE ANCHOR SEE &TABLE A, SHEET NOTE 3, SHEET SEE ANCHOR NOTES TABLEA&ANCHOR SEE &TABLE A, SHEET I NOTE 4I, S^HEETI EEANCHOR ANCHOR ANCHOR l_ ruE METAL SUBSTRATEOND iE�RIOR TO EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A, SKEET 2-TRACK FRAME SILL 3-TRACK FRAME SILL ®Ow WOOD INSTALLATION Ew WOOD INSTALLATION ® EMBEDMENT: SEE TABLE A, SHEET 1 �I EMBEDMENT: SEE --I TABLE A, SHEET 1 EDGE DISTANCE: WOOD pp 0 EDGE DISTANCE' SEE TABLE A, TYP., SEE ANCHOR SEE TABLE A, NP SEEA SHEET NOTE 3, SHEET 1 SHEET 1 NOTE 3, SHEET 1 2-1116"' & TABLE A. SHEET 7 �jj ll(jQIJI EXTERIOR �I 1/4-MAX SHIM h— 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD &TABLEA,SHEETI ` EXT�E'RR V 114-MAX. SHIM 2-1/16"' EMBEDMENT: SEE TABLE A, SHEET METAL TYP., SEE TABLE A & ANCHOR NOTE 4, SHEET 1 _EMBEDMENT: SEE TABLE A. SHEET I EDGE DISTANCE: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEETI 2-1116" SMSANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF `Tlplll+U+ THREADS BEYOND THEy¢BNSE EXTERIOR METAL p�• �-L V SUBSTRATE *: SOM5 1/4" MAX. SHIM 4-TRACK FRAME JAMB � Iw METAL INSTALLATION yp rs eew wem: anr. ovwrN.mxa u StltltJ V1U ALUM. OUL0-NUN-IMVAGJ ...... n NO C Ft 0695M1T C KDNGESTHISSH .. y, o: — __ A LYNN MILLER, PE. MS 12 122 PGT0128 C P.En sews INSTALL A N DETA EMBEDM SHEETI EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDG IS EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE EDriE'O T CE:SEE SEE TABLE A, SHE CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED TABLEA,S T1 CONCRETE ) PORTABLE — 2-1/i6"' ON MIN. ALLOWED. PER TAB PERTABLE 21/76 2 1116 A, SHE 1 A,SHEETI A,SHEETI 114' •DIAGONAL O.C. IS E%IOR i$'� I ` .� =' r SHIM OR6-(JAMS)SEELy 1 1 T L iM4" ExTERIOR 7 DBETTAI'S, SHEETS EMBEDM 'IT: J /4 ExT IOR - SEETAB EA. IM SH Ti SHIM PROP LYSECUREDlX CONIC ET ANCHORTYP., OPERLY SECURED IX CONCRET ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD UCKTYP.,SEE SEE ANC RNOTES & W DBUCKTYP.,SEE SEE OR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR TE 3, SHEETI TABLE ,SHEETI ANCH NOTE 3, SHEETI TA A.SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEETI 2-TRACK FRA HEAD 3-TRACK FRA EAD 4-TRACK FRAME HEAD c CONCR STALLATION Bc INSTALLATION 6 CONCRETEINSTALLATION CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCH SS WOOD BUCK TYP.. SEE SEE ANCHOR NOTES WOOD BUCK TYP., SEE SEE ANCHOR*EANC.H D BUCK TYP., SEE E A, SHEET 1 A BliOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE AOR NOTE 3, SHEET I BEEA HOR SEEANCHOR SEEANCHOR E ,SHEET NOTE6 NOTE 5, 111°MAX )SHEET1 SHEET1 T(1/4' MAX) (714° MAX)1EXIERIOR EXTERIGR EXTERIOR CONCRETE 2-0/16"' 2-1116 �2-1/16"'PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGEA,SHEET1 SEE TABLE A, SHEETI PERTABLE SEE TABLE A, SHEETI PERTABLE SEE TABLEEMBEDMENT: SEE TABLE A, SHEET A.SHEET1 A,SHEET1 EMBEDMENT: SEE, 1 EMBEDMENT: SEE TABLE A, SHEETI 2-TRACK FRAM LL 3-TRACK FRAME SILL 4-TRACK FRAME SILL 6 CONCRETE I ALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE MBEDMENT: SEE TABLE A, SHEET 1 �I EMBEDMENT: SEE TABLE A, SHEETI -'IBLEA. •- CONC./CMU ANCHOR TYP., SEE ANCHOR EDGE DISTANCE: SEE TABLE A, SHEET 1 TABLE A SHEETI -�fE STANCE: PROPERLY SECUREDETI 1X WOOD BUCK TYP„RWr SEE ANCHOR NOTE 3, MOnKrRumm ��V�Inwm ro.NnM. Ae1Pm""N° 1_nq�.or7 Evk+ me y� C w� EDGE DIS ANC NOTES&TABLE A, SHEETI P OPERLY SECURED SEETABLEA, SHEETI .y.2-1J16"' X WOOD BUCK TYP., SHEET 1 CONCJCMU ANCHOR SEE ANCHOR NOTE 3, T1P., BEE ANCHOR SHEET i 2-Ili6"' P OPERLYSECURED NOTES&TABLE A, CONC./CMU ANCHOR' 1 WOOD BUCK TYP-, SHEETICRETE lulrq TYP., SEE ANCHOR S EANCHOR NOTE 3, CONCRETE MU �afln J NOTES&TABLER A.SHEETI OR CMU EXTERIMTABLEEETICONCRETE OR CMU EXTERIOR PERTABLE A,SHEETIHEETI �1;`16 ENS"S(1/4"MAX SHIM If PERTABLE rl V 114" MAX. SHIM —�-I 1�— _ *: Nc. 58705 '•_ *: A, SHEET 1 1/4' MAX. SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB CONCRETEICMU INSTALLATION 4TRACK FRAMEJAMB Ic CONCRETHCMU INSTALLATION ® =-O, : Z; �i1O NCRETE�U-! ALLATION �(U` f010lECHNOLOGTDPNE N.VEIIICE, 0.913)6 ANCHORAGEDETAILS f�D�'.., .•c (�` '-.. COR19P.i ��%:SS/ONAI. E``� (&1)IB6reW SERIES 670 ALUM. SGD- NON - IMPACT ' JR 01.VY1) L NOL GESTHISSHEEf. cERr. oFeurx,arme m.�,.Iay,T wwee, ALTNN MILLER, PE. —7W m. NTS 13 d 22 PGTO128 C FEN 5S105 JR 01R014 1 INSTALLATION DETAILS F[2AMEJAMB REQUIRED AT ALL 2.693'MIN. INSIDE POCKETS EDGE TO PREVENT DISTANCE EMBEDMENT: SEE WATER WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER INFILTRATION WOOD ANCHOR TYP., ANCHOR TYP., SEE ANCHCONCOR T SEE ANCHOR NOTES & 2e ANCHOR NOTES & EMBEDMENT: & TABLE A, SHEET 1 TABLE A, SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 26 ILLUSTRATION, SHEET 9) 1-114" MIN. EDGE DISTANCE EX ERIOR DISTANCE: SEE EMBEDMENT: n TABLE A, SHEET 1 V SEE TABLE A, P-HOOK MOUNTING 26 SHEETI ADAPTER CONCJCMU EXrEwO ANCHORNP SEE PHOOKWOODANCHOR NP., V P-HOOK SEEANCHOR NOTES CONCRETEOR .'>: %)•".:'r.:. f' ANCHOR NOTES&TABLE A. SHEET 1 &TABLE A. SHEET 1 ( 2.693" MIN. CMU PER TABLE ALSO SEE T EMBEDMENT: SEE TABLE A, SHEET 1 ALSO SEE TYP. 9) A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS MARTS #20 #22 OR#24, Jw PARTS#18 #20 #22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 2A 83A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP.. - SEEANCHOR P-HOOKMOUNTING CONCRETEDR NOTE 4, SHEETS 1. EMBEDMENT: SEE ADAPTER SMS TABLE A. SHEET i CMU PERHEET MIN. OF 3 THREADS ANCHOR TYP., SEE 1 q, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 29 & TABLE A. SHEET 1 EMBEDMENT: (ALSO SEE TYP. SEE TABLE A, - I ILLUSTRATION, SHEET 1 EMBEDMENT: SEE TABLE A. SHEETI SHEET 9) DISTANCE: SEE A, SHEET 1 NOTES: T. ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TAKES 1-3. SHEETS "FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. P-HOOK MOUNTING EMBEDMENT: SEE ADAPTERCONC./CMU TABLE A. SHEET ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) WDDutr REvlBPfl 23 NWcS C'WwIM,\#FF,d4. Amrpu¢No l -D 20.Oq 1-1Po"MIN. EDGE DISTANCE i4� t-•-MLJe1 ,sICMp1,Y- P-HOOK EMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J �ITT P-HOOKCONCJCMU / EXTERIOR ANCHOR NP., SEE J f�l & TABLE A. SHEET 1 V ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693' MIN. A, SHEET 1 2.893' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE NP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS 6 919 #21 #23 OR 026. PARTS #19 #21, #23 OR#25, PARTS EXTERIOR ,`pN'!!:Y.NN -VIGENSF METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A ONLY P2's. __ No. 5&205 FOR WATER RATINGS) ONLY FOR WATER RATINGS) .q, ; A mom. — �+� 4 1 soa I NTS1 14 w 22 1 PGTO128 I C I RE#sews JR #2/1QH4 V 1 1 CONFIG. EXAMPLES i HEADER DETAIL W. SHEET 18; INSTALLATION DETAILS'AW &'Ad,� SHEETS I2&13 MAX - PANEL HEIGHI MAX. UNIT �- WIDTH MAX. UN MAX. NOM, PANEL WIDTH - DLO TYP. PER TABLES 1-3 WIDTH INTERIOR EXTERIOR 90` PANEL PANEL TYPE PANEL TYPE PANEL CORNER DETAIL NZ, IDS. ,AS' TYPE SHEET I9&CORNER APE lic ANCHORAGE.SHEET11 NOM. MAX. UNIT / MAX. HEIGHT INTERLOCKDETAIL PANEL WIDTH TYP. DLO PER 'W.SHEETI9 PER HEIGHT TABLES PXTERIOR INTERIOR _SEE TABLES IJ 1-3NOTE2 L JAMB DETAIL'G3', SHEET X 18; INSTALLATION DETAILS X X 'GW &'Gd, SHEETS 12 & 13 90` SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER 4 PANELS - XXIXX 'DW &'De, SHEETS 12 & 13 12" PANEL CORNER DETAIL FRAME CORNER DETAIL NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 8-8 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 OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. M VFNICE i1 Ji]l5 fa0uo-teao LERI.OFAVM.AiB]W s!o TSNTS��15 d 22d 21 DLO WIDTH = NOM. PANEL WIDTH- 7" DLO HEIGHT = DOOR UNIT HE IGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.888" 1R000crRaT Mr ��°•x6 m. nw F414/W Otte MI-„-, _yd �D`sFFrm�lcm,a :.k t No. 58705 �o::a,�I�.:�� 'LEELEVATIO .t� eoP 'MPACT '�I, ONAL E�,.���� A, LYWi IJdWP.E. POT0128 C P.E.pw7as l 1 CONFIG. EXAMPLES PIXED JAMB DETAIL'G2', SHEET 18; INSTALLATION DETAILS'GW &'Gc', S TS 12 & 13 ERLOCK DETAIL SHEETI9 roc ASTRAGAL HEADER DETAIL W. SHEET DETAILS'Li' & 18; INSTALLATION DETAILS L2, SHEET 19 -AW 8'Ad. SHEETS 12 & 13 HEE AN PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,R• 'L' 'D' 'A' MA I I NOM. PANEL / UN HEC MAX WIDTH TYP. SEE PE TABI DLO PER TABLES IJ NOTE HEIGHT SHEET 15 a I a D JAMB DETAIL G.Y, SHEET 18: ON DETAILS'GW &'Ge. SHEETS 12 & 13 HEADER DETAIL'A', SHEET 18'. MAX' INSTALLATION DETAILS'Av7 &'Ac', DLO SHEETS I2&13 �WIYR TYP. i 90° &13 PANE 'PANEL PANEL PANE TYPE TYPE TYPE K. 'A' -GS •OS' 'K' MAX. UNIT IHT SILL DETAIL NOM. HEIGHT R TY, SHEET / PANEL SEE PER PER ES .ES 18; MAX. WIOP TVP. 2, I INSTALL DLO NOTE SHEET IS is DETAILS HEIGHT TABLES 1-3 'DW a TS SHEETS 12 b X X X SEE FRAME 8 MAX UNIT WIDTH \\ PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'OW&'De, SHEETS I2&13 EXAMPLE: 90' OUTSIDE CORNER -XXIXX(2-TRACK) JAMB DETAIL'11'. SHEET 18;, ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL TA', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� ,'1 INTERLOCK DETAIL TA', SHEET 19 'Id. SHEETS 12 & 13 HEADER DETAIL- GJAMBDETAIL'H2'.SHEET P-HOOK DETAIL'J'&'K'. SHEET 'B', SHEET 78; I. •,�' 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION �) JAMB DETAIL 12, SHEET 18: INSTALLATION 'HW 8'Hc', INSTALLATION E & DETAILS 'ALLATI 8'Kc', SHEET 14 DETAILS'BW &'Bd, DETAILS'M' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 MAX UNIT WIDTH MAX HE'. P TAI PANEL PANEL PANEL TYPE TYPE TYPE UNIT NOM.,$o GHT y PANELi WIDTH TYPi a ER PER -3 DLO SEE NOTE 2, TABLES 1-3HEIGHTSHEET I5 D EXAMPLE:OXXXp SILLDETAIL'E',SHEET IS;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW 8'Ed. SHEETS 12 & 13 CFRI. oFN1lK PfBm PANEL PANELJPANEL[PANEL TYPE I,MA UN PANEIC HPE MAX DLO TABI 1- HEIGHT X Ij 1 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Ge. SHEETS 12 & 13 �'M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNERANCHORAGE SHEET'I 1/ L_RIOR Ezieaioa NOM. PANEL WIDTH TYP. PERTABLES 3 UNIT W IDTH HEADER DETAIL'C'. SHEET 18; INSTALLATION DETAILS 'CW &'Ce, SHEETS 12 & 13 EXAMPLE:XXXO SILL DETAIL 'P,SHEET 18; (4-TRACK BY-PASS) INSTALLATION DETAILS 'F., &'Fe, SHEETS 12 & 13 sODcm I NTS116 a 22 1 PGTO128a 2Y 1 PGTO128 MODDO r Nev n FIYN,mo D,YHar16 M, gCab Amrpin[e No 1 -02a of E,L�4r L, Y LY "''• SON....... " # ! No. 58705 'P ;a = STATE PANEL'S RIGHT STILE TYPE PANEL SINGE SINGLE SINGLE FMED OCKSPLE OCKSDLE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT AGTPAGAL BORN INTCOMER WLOCKSTILE EXT CORNER 90 LOCKSTILE EM CORNER 90 RECEIVER INT CORNER 90PECEIVER COMER WRECEP/ER EXTCOMER 35 RECEIVER INTCORNER 35 RECEIVER TYPES INTERLOCK OUT I N STILE BOX OUT SOXIN WI HANDLE W/HANDLE W/HANDLE W/NANDLE W/HANDLE WI HANDLE B W/HANDLE 1 W/HSNOLE _� —� a12a Nt/9 xfi m1e ---p� rret� aet astt SINGLE F PP K L TR TQ TC TA TV TW IN ORLLTOCK 3s , W7 LE B E P A C C IC SQ SC SA SV SW INTE kyy ®ORW1' (&]R FV R S ISFD lt��� FC FV FW n� RR P.M LOCK$TILE D II ,I J J WIHANDLE IVI IvutWr) �TPo w ASIPNGAL 6ax DDT LR PANELNOTES: Wf HANDLE goXWD 1. SEE DP TABLES 1-3• SHEETS 6-6 FOR PANEL /�TRA SIZES B DESIGN PRESSURE. LEFT QINTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF IlJ Box lw wi HANDLE aDrro PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J AST-- ASTRAGALTRTCl T / I��1I EXTERIOR STILE V STILE AND ARE NOT AVAILABLE. USE HEAVY-DUTY STILES ♦- (D ASTRAGAL ❑ 2aXanl T 3. 90' ASTRAGALS TO PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (p61),CORN119)ER OR RECEIVER R(#12018) AND EITHER REQUIREMENTS. EXTERIOR(#119) OR INTERIOR (ti120) CORNER LL J BOx INiR�Po flw.Po APPLICABLE STILE/ASTRAGAL ASTRAGALS. 4. 135° ASTRAGALS TO USE HEAVY -DUN STILES INLOCKSiIRE (M81)AND CORNER ADDON (#31). Z Q d EXTCORNER 90LOCKSTILE WI HANDLEM EKT COMER "I SILL RISERS OPTIONS .232• 11'232' 232' EXTERIOR 237 FJ(iERIDR ,p62' EXTERIOR EMERIOft .082' `r 4.055 FROOUCt BEVI® 082- WRANDI-ER f . W/HANDLE ( a� 1e CT CS 2.555 Au 1 CW '0 D� INTCCEIVE RECEIVER AT �L AJ DF 1.56T _ E Wwhlei Ty �(•06T WI HANDLE W m1B SILL RISER FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT AANP6.. , Ca`M sD 24 0 EXT COMET 90 RECEIVER CF 18 FLUSH. 1-1 /2' LOW 2-1/2" MEDIUM 3114' HIGH,W .750' EXTCORNER #31 MRECEIVER W/HANDLE #61 I CORNER Rat VT VS WS VF WF .750- 750' EXTERIOR ,U62' 1E (IEFIOR EXTERIOR 062' a 90: 5' 062° 35 RECEIVER WHAFIDLE WT afL.65 3.305'.I5 ' J r, ♦ �Q%IYIILIYIII VA,' 1S JJ4.0 .,T' .. M9 SILLRSERB RSER, 21 19` IM, 3-IW 25 HIGy4'SER, BOX SILL ER BOX ND. 66pp5 11YP' BOX 23 MIEDIUSLL FLUSHI 11/2"�'SILL LOW, — ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-6 = p :• ._wr 197a7EDHNw.DarowvE % F '•.� N. vENlce, q.s s>s PANEL TYPES S oR..... ��♦; 19n1aeo-rEW SERIES 670 ALUM. SGD-NON-IMPACT YDNw ENG♦♦♦ R: JR � P 0 7 G NO CHANGES THIS SHE67. GERr. avwrH. aP295 m-,x,RnPan e.,uer,- -7 A.LYM,It LER,P.E. SWS70 NTS it -22 PGT012B C P.EYBU05 JR OtIN/f4 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) AE%TERIOR 6 2-TRACK JAMB CLIP #105 W/RETAINER#106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) w � G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) ® 112 G m— ll�S�l !-TRACKJAMB2-TRACKJAMB ,LIP#SOOR#105WISCREEN VIRETAINER#123 SHOWN WITH ICED PANEL TO 'HE EXTERIOR)I,EXTERIOR SHOWN WITH OPT. SCREEN TRACK ERTER a 2-TRACK WISCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6.8 FOR OF (PSF) ASSOCIATED WITH STILE. 106 POLLPANELJAMBLENGTH 60OR61 105 ) LOCK PARIT 58107-11 0 OR 51 15 5 5 SEE DETAIL G7 FOR FIXED 80 PANELCLIP OCKPAR 75B 107-1 SEE DETAIL G2 103 FOR FIXED s Be OR R7 PANEL CLIP 103 5 18 �Tjj��E%TERIOR I� V V OR 81 EXTERIORBO I� E%TERIOR V �E%TEPIOR 3-TRACKJAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACKJAMB WITH (SHOWN WITH H1 (SHOWN WITH (SHOWN WITH 11 (SHOWN FIXED PANEL TO FIXED PANEL TO 12 OPERABLE PANEL) OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 3 5 88 OR 4-TRACK MAX. UNIT FRAME HEAD HEIGHT PER TABLES 1-3 60 EXTA5r E%TERIOR 72 OR ]3 10 11 113 5 3-TRACK gaLTRACK FRAME SILL kVFRAME SILL f070TEGINOL00Y0RNE °`�` N VFMCF. R..9CY76 VERTICAL SECTION DETAILS (el#43afw5 SERIES 67O ALUM. SGD-NON-IMPACT ww x. 0 sGucro NM 18 d 22 PGT0128 PUT uxrv�wswm UWOTaram M�bYNIht4 Plutds f AasptursNo 17_eyZ .n= Eyblin hte 4� Ti7-Zl * No. 58785 P.E. FASSEMBLY DETAILS S 12-14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR 61 113 118 //''�� 1 13 31 63 n 2T 63 30 T 11 111091 /__lG\mil\ 90, E%TE < O] 1��[40- INTEI " EXTERIOR 1�1j I 'A SIDE L1 WITH STANSTANDARDD ST ST,LES6pfi0 WIT HEAVY-DUTY SSTILES N81 N1 2-TRACK SHOWN CORNER 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) 4 INTERIOR crr— MlS,( 11 135' OUTSIDE CORNER Dt 2-TRACKSHOWN TNISSHEET. 14 5 61 32 m 1�1 EXTERIOR 11 5 V T 135" INSIDE CORNER Oz 2-TRACKSHOWN INTERLOCK 5 11 ' ITEM #61 (HEAVY-DUTY 90°INSIDE CORNER STILE) SHOWN, ITEM 960 6 2-TRACK SHOWN (STANDARD STILE) ALSO APPLICABLE, SEE TABLES ", SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILES. NeOmcrf V® 31 5tluti4iW3.�tli RaHe T58K10T�-11 i�P4�M�eiDa1L1 II �� llZC1 ^1•\3n..In-A�- 1 f INTEROR M4.t RW ivEvsl ([41f4i61= GM. VAMx V SERIES 670ALUM. SGO wr'imimwa ® soas/s NTS 19 • 22 No.5W05 `. pp,�., 3TATe F}:i4it�i�� F '.RORIDp �"SS'ONAi- 1ONG\• A. LYNN MILLER, RE PENS s E NOTES: il 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 3330, 56-89, 66, 81. 64-99. 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24- MAX. O.C. }R0bUCF➢EVE asA11YMBf nft baW BCe Agw ikBr Pr41sf DUMIA 111 III II 111"' N *; NR. 58715 :A _ *_ L{] - -' IOF �'��� IG]tl TEg0X11.00Y➢PoVE °1e� 'i FS''RYORI➢P,.:'���• PARTS LIST , O N CEnt OFAUMIP&PJ SERIES 670 ALUM. SGD-NON-IMPACT �si]INAL EIG``• '— tl arfu' e.rc u.pw s A. LYNN MILLER, P.E. ��+ s➢o-mB NTS ZO -12 PG70128 C P.Etl 59TA5 Item POT pGT# Descri JR ,..._. 84051] C NO CH ES THIS SHEET. JR a. r 01l18/l4 m # DW .a ption 1 ti]W 8173W 2-1NACK IB:AND 2 1]3W B1T3W 2-TRACJ(11EAO WITI9CREEN RALL 3 tT]W B1T3W }TRACK HEAD 4 1]]12 811312 4-TRACK HEAD 5 1]3N BflJ14 FRAME SCREW LOVER B 1]31] fitT31] FRAME IEAWNMB SCREEN AOD-0N i ti301 el]909 L'IRACK SLL B 1T301 817901 2-TRAG(SLL 4Nh13LREEN PAIL B 1]9W B1T30T }]RACK 6LL 10 i]Jte BO310 4TWCK SILL 11 931) 81]313 FRAME SILL TRACK INSERT 12 17316 817315 FRAME SILL SCREEN ADD-0N(SEE NOTE J) 13 1]318 fi0316 FRAME SILL SCREEN END AGO-0N(SEE NOTE 9) 14 11305 81]305 2-T(tACK NMB 1fi 1]3W BIi3W 2-TRACK NMB Yr11H SCREEN FAIL 18 1T3W 81]3W 3-TetALK NMB 9 0911 e1]311 O-TRACK NMB 78 173)2 6fiJ22 6LL RISER -FLAT, FLUSH, 1-tf2' ID 9318 of AfB BLL RISER- BOX FWSH, 1-11Y 20 t1921 B1T]21 SILL RISER - FIAT, LOW, b11Y 21 1]318 8L1918 6LL RISER - BOX LOW, b11Y 22 1T355 Bt]356 BILL WSEft - FLAT, MEDIUM, }1/4' 29 1]359 81]J54 SLL RISER -BOX MEDIUM, }1M' 24 9321 etT323 SILL RISER -FLAT, HIGH, 4' 25 1]32J BfT920 61LL RISER -BOX HIGH, O' 20 1]333 61]33J POCKET P-HOOK 27 ]0]0 BID10 NEOPRENE BULB WfiIP FOR P-HOOK 2B 1]330 617334 POCKET P-HOOK MOUM 29 17335 817336 P4100K COVER 30 17343 81]S4B POCNETP-HOOK FCR BO%RISER 31 1]]Ie 6173I8 196 CORNER 32 1]9]B 6113]e 135 FUEO MOUNT IlEM64653 ARE 6(:REEN PARI6: 40 0919 812258 SCREEN 610E RAIL-LOG(611LE 41 ]LOCKWGSK SCREEN LOCKSET 62 41878 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4420 BN28 SCREEN DOUBLE WIERLOCIC d5 4]I] fi122W SCREEN TOP RAIL d0 4310 61ZZ5i SCREEN BOTTOM RAIL d] fifiB iSRAZ 6TANDARD ROLLER 48 DID 75R4% 9TANMRD ROLLER-ST. STL. dB 93C4 843/4 SCREENASTRAGAL ' EO I7S19 efT348 O%D SCREEN ASiRAG4L ADAPTER 61 1692 81892 SCREEN SPLINE -.165' 52 1fi94 81894 SCREEN SPLINE -.150' 53 8181fiC20 SCREEN CL07H 54 1725 1/T %4' %1116' SET BLOCK. NEOPRENE 63+Id 55 1720 1' %d' X 1/18' SEi. BLOCK. NEOPRENE B6+IS Ram a PGT DW . a pGT# Description W 11325 81'YJ28 PANEL 5111E 81 IT326 Bti]28 PANEL STIE (HEAVY DUTY) 82 1732i BIi92t NIERLOCH AD4PTIM B] 1225 BiP24B VDl1'L BULB WSIP.- TiIN ONSIDE INIEfLLOLK) & 1T29 itY1B SILL END W'FAIHERS1mP PAD B5 1TJZB B17320 INTERLOCK SCREW COVER BT 1T]2B 811328 ASTfWGAL 80 173W B1t338 HEAVY DUTY AS1MG4L BB 1]324 61]J24 TOP S BOTTOM R4LL 70 11350 41]]50 WEAifERS1PoP EXIENSION(Wc'CIION MOLDED) H 1W3 ]1fi95 1-92°X1"%YY HIGH FN DEAL DUST PLUGS T2 0153 iB159N TANDEM 6T. b"1L ROLLERA86Y. 79 8153 ]8183N TANDEM NYLON ROLLER ASSY. ]4 8LICONE DOW�899, OOYI8B5 OR GE-TIW ]b 0105 ]81R5X BEMINIMORDLE 34'LY DUAL WAONG'IRIM PLATc 78 ]1032X1FPF%R1D32%1'FL 685CREW WI TVPE'F'DP ]T ]10J2W 103231EELDNC LLNIR T8 I735B 01]95B 311BL1/4'BEAD TB 1T95T 61]JST P W BEAD W 1T358 et]35B T116'BEAOl FtXEO PANEL CUP 82 1224 BTP24TK VINYL BIRO WEATERSTRb' B3 81T46 1Td5 LOWE INF IIY X1I16'SGL 810E ADH. TAPE, POLYEIH. 1W BW2 40852 ROLLER AN. HOLE PLUG 101 72087 NMB BUMPER 1W 1888 ]1fiB8 IX19TPLUG 1N BiBO T81B8X 1'KEEPER 161 859 TSDKEEP SCREEN LOCK KEEPER f05 1]344 Bt1941 FI%ED PANEL CLP-B'LONG 1W 1T352 81]352 FIXED PANEL PETANER-8118' - 1W 1199 i1]39 HANDLE KR-WIERIOR RAISED WITH THUMB NRN, USED WITH RIS 1W 1T90 T1T4B HANDLE KR-NAISED EXTERIOR HANDLE, Ll6E0 WI]H pt6 1W tT31 ]81826N HANDLE NR-RECE66E0 TNT. WITI THUMB TURN, USED WTTH p15 110 1T33 ]81)B H4NOlE BIT.RECESSEDE%IEP100. PU.L USED WIlH MS 111 ]10X14PPSDAJt R10%Y4•PH. PN. TEK-6.5. 112 1235 8]S1B WS1P, .2I0 %.R8-FIN SEAL ft3 1)12 848E8 .1 eT'X.330'FINSEAL 114 T10X115PP% F10%1-1R' 115 IIOWPT X10%1' fle i2Bxix R14-zaxr as. tfT ]20%112% R1420 X1-1IT S.S. 118 1]J98 BP3N BD DEGREE CORNER RECENER 119 1]93] B1TJ9i 900EGREE OUTSIDE CORNERASIMGAL 120 17338 B1f]J3B BO DEGREE INSIDE fARNERASTRAOAL 123 1]352 B1i303 FI1�0 PANEL RETAPIER, t/B' 5.069" 8.562" o.oeo^ l 1.505" 1.211' 0.081" Oj 2-TRACK HEAD ,0 4-TRACK SILL (6063-Te AL) (6063-T6 AL) SAW 1.211" 0.081" O2-TRACK H SAD W1 SCREEN TRACK (6063-TB AL) 8.520" 0.080" 1.505' e03-TRACK SILL (6063-T6 AL) 221• 0.080" 1.505" 1.211" 0.081° O9 3-TRACK HEAD OB 2-TRACK SILL Wf SCREEN TRACK (6063-T8 Al) (8083-T6 AL) 9.142' L211" 0.081" 04-TRACK HEAD (6063-T6AL) 1.614" t260' 0.060" OFRAME HEADlJAMB SCREEN ADDON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.532' r1.516' 12 FRAME SILL SCREEN ADO-0N (6063-T6 AL) REQUIRES MIN. 010 SMS OR 3116' MASONRY ANCHORS @ 24" MAX. O.C. 4.49' 0.080' 11 .505" 7O2-TRACK SILL (6063-T6 AL) 7 0.C60" 0.7Leo^ 1.990" DFRAME SILL SCREEN 13 END ADD -ON (606346 AL) REQUIRES MIN. 410 SMS OR 3/16" MASONRY ANCHORS @ 24' MAX. O.C. CERT. CFAUMRf3?9 2-TRACK JAMB W! 15 SCREENTRACK (6063-T6 AL) 5" 16 3-TRACKJAMB (6063-T6 ALJ I 0.062" ,•019• 0.015.06 (6063--T6 AL) 9"1045" 9 '9T 0.062" 14 2-TRACK JAMB SCREEN 45 TOP RAIL (60fi3-T6 AL) (6063-T6 AL) n 4-TRACK JAMB (6063-T6 AL) sao I MS 121 d 22 1 PGT0128 P1 1­ 0.875" 1.9F0.082' SCREEN 46 BOTf0M RAIL (6063-T6AL) 1ROOUCf RtTRb6D V•V�rbby NW pe RaNa +e�ne 19-oNTi-oj F+Vlntbe 0.ie 4T� N� ✓ 156 Kdw1 ~ No. 58705 0.718" -y (�-- 0.83° 3.802- �� 2.304' 3.802" 0.752' To ) 0.752 0.885' 0.574" 0.796" - J` 1163� 0.062' 0.080' 0.062" .06T 0.269' 0.075' 0.233 P-RDDK MOUNTING P-HOOK SCREW 6 FRAME 11 SILL 2g P-HOOK 2S ADAPTOR ZB COVER 0.080' 30 P-ROOK FOR BOX RISER SCREW COVER OTRACK (6063-T6 AL) 6063T6 AL 6063-T6 AL) (60fi3-TO AL) (6083-T6 AL) (6063-TO AL) ( ) ( 4' -155' 21.739° � 0.08D' .. 1.488�1.88° .830'000 0133- . 1870" 8' 0.325" 1.974" +� 3.125' 124 2.44' INTERLOCK INTERLOCK 3t 135° CORNER 32 135° FIXED MOUNT 80 STANDARD STILE 61 REAW DUTY STILE 82 DA APTER 65 SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-TB AL) (8083-TB AL) (6063-TB AL) (6063-T6 AL) g> STANDARD ASTRAGAL (fi0fi3-T6 AL) 0.281" ---1 F. sa REAW DUTY ASTRAGAL (6063-T6 AL) 1.003" 0.080" 1 0.050" I OFIXEO 105 0.709' EL CLIP PAN (6063-T6 AL) -- .550" � 1 0.86 0�.709^ O 123 FIXED PANEL RETAINER, 7/8" Illfh(Ij- -�� 0.0 I TO Al) FIXED PANEL 10B RETAINER. 9116" (6063-T6 AL) 1.03" 2.8931' 1: 0.080" 2.820" 116 90° INSIDE/OUTSIDE CORNER RECENER (6063-T6 AL) im 1ECNNOL00YURM N.tENICEfl.wm (8111�54.1600 gENT.OFAUIKWHIPo' gB TOPIBOTTOM RAIL (6063-T6 AL) 1.304" 1 1.050. I I� II � .9�60" T-0 6f1I71 .045 fIJy451.050" 84B=45" L•-- Sim G.) (6063-T6 AL) - 80 BEAD FIXED G PANEL CLIP (6063-TEAL) 7s GILAZING4v BEAD (6063-T6 AL) nB 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) SSUSlO 6,621" 0.133' Lam.. 4' �t ululnr 120 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) ` '�:'UCENsp'•. �(�'�' * : N0. 58]OS OF '']SS..NAL14;G \` -UM. SGD-NON-IMPACT A. LYNNMILL£KP.E. P.E.#W05 m+vn S 1 22 1 22 PGTO126 G