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Home My WebLink AboutNOAFI G `-6 ESE®, � 15(l-dW,13 ^w� CODE C®MPL ANCE M® G� STD LUCIE C � MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC ) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T "796-415-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive JUL 1'$ ?019 North Venice, FL 34275 SCOPE: ST, Lude County, Pormlttfn0 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 W o Having Jurisdiction (AHJ). z>_ ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Q m ') Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right Cf) J 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 00 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION.- Series "SH7700A" Aluminum Single Bung Window— L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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.18-0430.06 Expiration Date: August 23, 2023 SJj(Oj�$ Approval Date: August23,2018 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. ' CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, 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 ez FE. Product Contra Exa finer NOA No. - 30.06 Expiration Date: Augast 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 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 4U' Manuel PerV.E. Product Control Eta5lner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 N THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7.12.13 OR 15, 3) FOR MASONRY APPLICATIONS IN MWMI-DAOE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERNPINE. ASTMCWCONCRETEMASONRYUNRSANDCONCRETEW MIN.K51 PERANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-IQ' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS MARE 1-0R'THICK OR GREATER. IXAND a BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AORL 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT, INSTALLATION ANCHORS SHOULD 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)1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL& CYCLE TESTING AND GI PER ASTM E1300. B. POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOAD$ ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNNDLCADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-10%STRESS INCREASE HASNOTBEEN USED IN THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WRH 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 THEAU HORIN HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 10-7635.1 & 18-78362: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSVAF&PA NOS &ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A, ALLOWABLE SASH --I WIDTH I- +{ WIDTH WIDTH I� T� T 00 T ///v P'L 1 �� RECTANGULAR WITH EWAL LDE 545H 1 RAOIUSTOP WITH PROVIEW SASH 1 �� RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONSAREAPPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE INA BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. 17-3W MA)(. (17-1/4-BUCK) B, SEE f SHEETS.&9 A. SEE SNfET5859 / EQUALLY II(III/` SPACED ANCHORS PER TABLES 8&] EOUALLYSPACE. ANCHORS PER TABLES. & l 9-12" MAX. (9' MA%. BUCp r: 1 1]-1]/16"MM. OA/�, DESIGN PRESSURE RATING IMPACTRATING 18-3/8"MAX. VARIES PER GLASS TYPE, LARGE6SMALL MISSILE / \ SEESHEETS2.5 IMPACTRESISTANT 7114" 52.11V MM. DUCK WIDTH MAX. (V MIVAx. J r 4.nne°MA%. O.C. 19°MAX. DUCK) ED. SEE ET10 - 1 SNfET 10 I r� 17J 16' MAX.O.C. MAX. 83' 12.1/16'MAX, O.C. TIP To if I CK TP I X' 4 HEIGHT / HEIGHT I I L` 0 i--- C T B NON NCHORSAT SILL - 5]-1IB' MAX, TIP TO TIP WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE I- ALLOWABLE GLASS TYPES Gla TypTable D.&cdpffon (Usted 9om ES1. der InNdor) DP a 1 VWAN..WT PVB, 118-AN 2 2 1&lV UG: 116" AN CAP, AIRSPACE, UB'AN,6W' PVB, 1l8' AN 2 3 1Y16"LIG:VB"TP CAP, AIRSPACE, 11W AN,.090" PVS, LIB"AN 3 4 1/8' HS, .09V' PVB, 119" HIS 4 5 3/1V AN.A9V PVB. 3116' AN 4 6 01V UG: VlV AN CAP, AIRSPACE, LIB' AN,.09V' PVB, I1W AN 4 T IV16'LIG:VlV TP CAP, AIRSPACE. 1/8' AN, 69V' PVB, 1/B'AN 4 B 3116" AN, MIT SG, Xl1 AN 5 9 Wl6"HS,.099'SG, TI6'HS 5 10 MIT UG:11W AN CAP, AIRSPACE, IIV HS,.M' SG, 1/e"HS 11 1311TLIG.1/&'AN CAP, AIRSPACE, NIS-AN, .CW SG, 3/16'AN12 13/16" UG: VT TP CAP, AIRSPACE, VV HS..090' SG, VW HS13 INIV LIG: IIT TP CAP, AIRSPACE, W16'AN,.09T SG, X16"AN14 m IWIVUG: WIVANCAP; AIRSPACE, 11WHS,.OWSG, 1/B'HS15 IN16'LIG: 3/16" TP CAP, AIRSPACE, 1/B'E,.090'SG, 1/B"HS CODES/ STANDARDS USED: FIFL� DA BUILDING CODE (FBC), fiTH EDITION 0-09 N0S2015 FOR WOOD CONSTRUCTION DESIGN MANUAL ADM-2015 C. SEE SHEET IO ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENWG'S DESIGN PRESSURE REQUIREMENT FROM ASCE ). 2) KNOWING YOUR GIALNG OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5. IT MUST .OVAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP L. 31OETERMINE THE ANCHOR QUANTITY FROM TABLES 68]. 4) INSTALL AS PER SHEET ]FOR FLANGE INSTALLATION, SHEET 0 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOW :DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRPlAE TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). SG-KURARAY SENTRYGlAS01N1ERLAYER BY KURARAY AMERICq INC. PVB•KURARAY TROSIFOL® PVB INTERIAYER BY KUPARAY AMERICA INC. AN:ANNEALED HS =HEAT -STRENGTHENED TP=TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS ............ ..................... ....... ................ 1 DESIGN PRESSURES /GLAZING DETAILS........ 24 ANCHOR QUANTRIES.......................................... SE INSTALLATION. FLANGE ...................................... ] INSTALLATION. EQUAL LEG - ...... -.......................8 INSTALLATION, INTEGRAL FIN ........................... B EXTRUSIONPROFILES .......................................10 ASSEMBLY 8 PARTS LIST....................................11 Bali San �a,iRa b Gmal R3g0 Sash HNeM1I Rai 0") Design Pressure ObifgTGlass Types 182 TIP Ie Tip WiJN 10' 2S 3Y JP 41' 1 45' 4V 51 1. EQ.W{ne 12Y4 +65A 4194 .0 11 Mb +65.0 A00 .63.0 m.o +fiSD 80.0 +65.0 4DO .650 410.0 -650 '800 Eg4aL81e 15.954 .65.0 80.0 .65.0 SOO +650 800 +65.0 80.0 +650 80.0 +65.0 80.0 IUD 80.0 .65.0 800 31' SWYNPmJex 12.9W-15.90 •fiSD dO0 .650 -000 +NO :80.0 IUD SOO IN 40.0 .0.0 -000 +6&0 4WD +U.0 SOO Shai 12464-1293I +fiSD 800 +fiSD 2 O +65.0 -0DO K5.0 SO +fiSD a)0 +65.0 d0.0 +00 2,D +65.0 Jb0 Eoi 19.652 +fiSD MO +650 -00.0 +650 -00.0 +fi50 A0.0 +650 200 ISO -00.0 +650 410.D -65.0 M0 sai PM. 159M-19.651 +650 8D.0 +65.0 IND IDS 80.0 .65.0 ADD +fiSD -00.0 +65.0 -00.0 ISO -00.0 +65.0 E0.0 J YW Cwtw Size 15131-16941 IUD SOD -650 A00 +65.0 A0.0 +650 SO •6S0 2DO +fiSD 80.0 +650 EDO +65.0 �O C .Sze 14.131-15.IN +55.0 200 +650 800 .00 -WO +850 80.0 IUD 20.0 +6550 -600 +fiSD w0 -650 31.0 SlMeet 12.464-14, IN +650 A00 -65.D m.0 +550 4800 +fiSD E0.0 +fiSD PA.0 +65.0 d0D +fiSD 4CO +65.0 80.0 EOuaHite M.9A +fiSD 800 .65.0 -00.0 +65.0 40.0 +65.0 8DO +650 4b.0 +E5O 400 +65.0 INC .00 80.0 prs[un Size M.131-MOSS +650 d00 +650 80.0 +650 -WO +fiSD E00 IUD AO.D +65.0 A00 +65e 40.0 .65.0 800 SIL<Lu6 P'sa, JOIN -2MIN ISO 800 400 83.0 +UO 800 IUD 8D0 •fiSD A00 .fiSD 800 +650 -0D.O +550 FO.0 47 O iS'Se MIM-Iii +fiSD 200 +65.0 830 +00 z.o •fiSD E00 IUD d00 +Me 20.0 +050 2..D +fiSD 4800 CUSkT Size 15,131-16.IN +fiSD A00 .650 �O 165.0 -No +650 1 .M.e 1 IN dD.0 4DOO -No +65.0 E0.0 +650 ISO Cusi SlzO 14.131-15,M +650 40D +65.0 E00 +SS0 200 +65.0 AD.O 1 +650 AOD +650 d00 +no MX +6SD E0.0 Shahmt 1111461-14AM 165.0 IUD +650 E0.0 +65.0 F0.0 IUD 800 1 +65.0 f 0 +650 40.0 1650 800 +650 SO Boa. 24.964 rt50 400 .650 180.0 +BID 4X10 .fiSD 800 +SOo 80.0 .eao 80.0 .65.0 8OD .65.0 SO eu<tma Size M131-N.963 +65a mD .650 d'J.D .65.0 -800 .DID EDI I.I -DoD +85.0 d0.o +150 UO 1650 ISO SlaiwNPmvex 111 +650 80D +650 -BOO 155.0 MO +650 500 ISO 410D +65.0 +fiSD -BOO +00 Q0 4T Dad=Size 16131-20193 +6SO N)0 +65.0 8).0 10.0 DID +850 SO +65.D -000 +fiSD .650 Too -00 -Do0 Onlvn Sire 18.131-IB Ib +C5I FIlD WSe 8J.0 .65.0 -000 •650 -PAD •N•.0 E D +65.0 A0.0 +BSO {0.0 +65.0 SD.O Cuslwn Sze 14.131-16139 •65.0 EO0 +650 480.0 +65.0 -80.0 +fiSD F800 ISO 410D +fiSD ASOO +650 21,0 +650 -T1.6 Sunset 13464. 14.IN +65.0 10.0 .651 40.0 +65.0 60.0 -65.0 M0 +00 d0.0 +65.0 DO 0 .650 -0DO .00 -061 o EyiaWe 'Um +55.0 SDO ISO 80.0 -05. A0.0 +65.0 20.0 +10 400 +00 .80.0 +65.0 A0.0 '650 1100 Crsaaa Sze N.131-25.T16 .650 130.0 I50 410.0 165.0 E0.0 .ISO 200 +6SO B80D .650 Wo +fiSD -00.0 -00 mO e SlaMvtl Pm sw Mi-24IN +650 1Il0 +fiSD SO0 +65.0 EO0 •65.0 4IQ0 +55.0 -W.D +fiSD Soo +650 dO.D +55.0 A0.0 L Custq Sze 2D.131.20.043 •65.0 800 +65.0 200 +65.0 L00 +650 FL.O 1659 .60.0 +fiSD -NO +fiSD -wo +650 SO SDYB' Cuslem Size 10.131.M 130 •65.0 .80.0 +65.0 -0DO IUD 400 +UD 400 +65.0 �800 +fiSD -00.0 +fiSD -0OA •65D E0.0 Custom Due 1fi 131-ISIM -650 -No +650 2DO IUD A00 +65.0 400 '65.D SOD +65.0 80.0 .0D E0.0 IUD -no Outai Sze 14.131-161YI ISO E00 165.0 800 +L5.0 200 +650 83.0 +030 80.0 +660 2D0 +Nv.O 4100 ISO -75.1 Swart 12A64-14.IN •650 800 +550 -00.0 +UO 20.1 +11 A0.0 .650 d0.0 -DID 80.D III 2O0 +150 -Ti9 Eciiiile 31.961 +65A A00 +65.0 400 +6&0 d00 *650 80.0 +650 800 +fiSD -5D0 +65.0 -00.0 +65.0 80.0 Oman Size 20131-31.963 +65.0 200 +650 800 +00 E00 +65.0 d10 +650 SOD +65D AO0 +65.0 EDO 100 -16 DUmzE Pm/ex 25.I91-M 1M ISO A00 -w'O 410a +00 mD .650 SOO IUD {00 •65.0 80.0 +65.0 SO •850 -73.9 Cuslan Size 24,131-25.193 +M0 -000 •fiSD SD +65.0 SO -65.0 80.0 +%0 -00.0 +W`.0 4X0 +650 SO0 +fiSD 92T 6J' Cuslwn Size Z2.1]I-34]30 +65.0 -000 +fiSD -WO 465.0 83.0 +65.0 A0.0 .65.0 -800 +65.0 -000 +fiSD .75.5 +fiSD 40.5 G¢1om Size O1.1J1-MIX +fiSD 400 1650 SO +65.0 SO •85.0 A0.0 +650 -000 +W. -00D +650 -n1 •650 884 Oman Sze 16131-M 130 +65.0 ISO +fiSD 80.0 465.0 f600 +00 800 •650 800 +65.0 -0OD .65.0 .71 +55.0 i9.5 Cinam Size 16.131-18.1N +650 8DO +fiSD a +6SO 800 +650 8D0 +650 80.0 +650 -T2.1 +65.0 M.8 •64.1 E4.1 SIMOI 13194•-16IN +65.0 -00.0 .65.0 d 0 +65.0 80.0 .65.0 E0.0 .65D -75.9 +U0 JIS .650 SO2 +623 823 EpiN-0le NASA +65.0 .80.0 +65.D a •ISO 80.0 465.0 -800 +65.0 80.0 +00 .60.0 165.0 Wo 4650 939 Ovii Sze M.131-36465 +fiSD 8DO +650. 8].D 165.0 800 +fi5.0 -So 01+Sao -00.0 +65.0 800 +650 -29A 100 -016 Orstan Sue 34131-36.IN +650 f600 +W.O 81D +C5.0 d00 4MO 80.0 +650 800 +650 -MD .65.0 -T1.9 -NO 694 26' SlarcLvtl Pi 30.934-N.130 K50 -w0 .65.0 800 .65.0 400 +650 800 +65.0 800 +65.0 -000 •fiSD -754 +65.0 SOO Cu5lan Size M131-00.US 65.0 80.0 .fiSD 80.0 •65.0 80.0 +fiSD 800 +65.0 400 +650 28.9 IUD -0A6 .65.0 856 Dutpn Size 20.1J1 -30dM •65.0 800 .fiSD US IUD �00.0 +65.0 80D +650 -Ii +6Se -TSJ +US -71.9 -08 4Q5 Soonest 2619T-38.I3U +UV 80D +650 80.0 .65.D 800 •fi50 81 .0.0 -759 +65.0 -T1.1 +650 842 •623 823 E,gO 42.464 +65.0 2QD .65.0 800 +fiSD -MO +fiSD -M.0 IUD 8D.0 +fiSD zoo +550 41.9 +BID 894 81' CuSlan Size 35.131-0340 *65.0 AOA 465.0 -800 +650 .80.0 +00 800 +65.0 80.0 +550 dfl9 +650 -N6 -0.0 55.5 SbtlaN P. 3T.19P-30.1b +fi50 -85D +fiSD 810..0 +ESa -000 +fiSD Do +65.D -25.9 IUD 41.5 .fiSD U.2 .62.3 d23 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG W NDOWS IS: BUCK HEIGHT -48 391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TOTIP HEIGHT - 49 BOB MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT .48.ON 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SU91 I- FROM THE TIP TO TIP DIMENSION IN THETABLE TO DETERMINE THEWINDOW SIZE, 2) FORSIZES NOT SHOWN. ROUND UP TO THE NEXTAVADABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW HALL COMPLETELY FD WITHIN 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSIRVE DESIGN PRESSURE OF ISO Pi NEGATIVE DESIGN PRESSURES ME UNAFFECTED. 5116"NOM. GLASS STACK 118'AN GIASS Apyro<W vm-nPTY1KwY➢rt. .090'PVBZh_ F's' TD Cal 30 118'ANGLASS Date NAAX Ii" _'M l <Pmtle4t 26 1rz'NOM. <- - GLASS SITE EXTERIOR a ]5 3 34 GLASS TYPE 1 W Y W N Kvw•' 0 3 ,as O yq O 41 N 1 'll 13116'NOM. ON iN a GLASS BTACK o J O 6¢ Z W AIRSPACE _ tp ¢ r N6'ANGIASS W 31 a Is kl�ASS o SB Z o�V+ Z TERl EXTERIOR Z=O® 5®OR 5B nas GLASS TYPE 2 rn O O J Q D � Do AN -ANNEALED TN TEMPERED HS= HEAT STRENGTHENED * No. 58705 D PO ST F A'SB ZONAL 00 A. A LYNN MILLER, P.E B01hrn Saab O6cng4n b Giuen Rxige see, HagN RaOe Onl Design Pressure flDSIR4) for Glass Type UP to To WiN iB' 1 25' 1 3Y 3T' 41' 49 42 53VY 14' Cozz a 111 +65.0 -MD +0.0 Mo -650 400 -NO 80.0 -NO 4ND0 -BID 410D +M,O d0.0 +65.0 500 Equ ite 15.W4 165.D 40.0 NO d00 +65D aDA +65.0 A0.0 +BID d00 +650 40.0 +650 d0.0 •65,0 AOU 31' DaMmEPeiiii 129N-ISM +65.0 48DO +00 400 +65.0 ADO +650 -SO0 +65.0 d0A +65.0 10 +W..0 d0.0 +65.0 a00 Sweet IZIN-12BOB +NO 2800 NO no +85.0 410 +55.0 n0 +9.0 ADO NO d00 +no -no +610 260 EpdA4e 19652 +65.0 FD.O +650 -00.0 +85.0 d00 •65.0 410.0 +650 m0 +850 d00 +E5.0 d0.0 +NO 480.0 SNmad PmNen 15.91 +NO 40.0 +650 a0.0 +65.0 :W0 •65,0 80.0 +650 60.0 +65.0 80.0 NO BDO +65.0 800 3bYd Castoo See 15.131-ISM +00 ADO +fi50 aD0 +650 400 •65.0 E00 +650 d00 -650 d00 +NO d0.0 +MO 4100 C000ze See 14.131-15111 +00 40o NO A0.0 zNO -no +65.0 d00 +650 d00 -no B)0 no 20.0 +BID �O B.", 12.464. 14130 +65.0 d0.0 NO -no no _BDO +65.0 A00 no d3.0 +650 .,0 +%D ADO +65.0 ,D.O Eg Ilo USDA '65.0 - D -NO 450.0 -NO eu.o +00 mo -NO ADD -no 410.0 .NO aDD •65.0 -eoo CLston see 10131-Von +65.0 SD .n0 a10 +65.0 BDO +65D no +no m0 +65D -MO +NO no no doD $leaded Fee. 18.IN 20.130 +65D 4010 +ISO B0.0 +650 d00 •65.0 480.0 no 40.0 +650 d00 +00 .0 +650 400 4Y Czaw See 16.131-18.SW I +NO BOD +65D 4I0.0 +650 aDO -65,01 e10 +BID ADO 1 .650 E0.0 1 +650 I-80.0 .650 -BOO :]don Sue 15131-18.1N I +no I no 1100 A00 +650 A00 +BID d0.0 +NO 40.0 -NO d00 +NO a0.0 +NO no Craze, Sue 14,131-15.1311 1650 iA.O 100 20D +65.0 d00 +550 no +6SD E0.0 165.0 d00 INN d00 1650 d00 Shei 12464-14.130 •650 A00 .650 '0.0 +0 65 40.0 +65.0 A00 +650 80.0 +65.0 -800 +65.0 1 48DD +65U d00 Suomi1B A954 no d00 +00 -600 +650 20.0 +65.0 200 +650 d0.0 +1i5.0 4i00 no am +65.0 b10 Qdan Sue 21131.24 ON +W.O 48D0 +65.0 400 +650 200 no BB +650 480 0 WSO ADO -No no +550 4800 suzzalpeze, 20.1W-22.111 N. d0.0 +No no no A00 -NO doll +651 400 +00 �BU.O +650 400 49' Cie. Size 16.m III 193 +65.1 dD0 +No -Soo +650 400 165.0 400 +0..0 d00 +NO 30.0 +65.D 200 Gslan 50e 16.1]1.18 130 +65p �.0 +B5.0 d00 +650 -000 +650 A00 +BSO d00 +65.0 {p.0 +6.5.0 d60 Qdan Sue 14,131-16 ISO +65.0 400 +No 40.D 4650 n0 4110.1 +BID d00 +650 AD.O +650 do0 +650 d00 SFmeel 124W-14.IN 1650 d0.0 +65.0 -WO +850 d00 +650 d0.0 +65.0 40.0 465.0 00S +65.0 -NO EpralAAv 25.77 +NO no +no d00 +65.0 d00 +650 d00 165.0 800 -No M..0 +NO no 05:on hue N.1]t-YS ]]6 +65.0 ffi0 +65.0 -600 +650 dO.O 1�0 +650 800 +BSO d0.0 +GSp Yq.O +65.0 d00 StatlmO PmFex A.044-i4.'So +850 A00 +65.0 200 +no d00 .+65o _BoD +650 20.0 +NO no +NO _SBO xiYe Cu ite 20.131-A&3 +NO -SOD +650 -SOO +650 AD-0 +650 +MO A0.0 +65.0 d00 +no .100 +55.0 -se0 Ip Cali Sue 18131.20130 +65.0 480D +65D 400 +Bs.O ao0 +6Io +6ID A00 *No 48010 +WO 410.0 +NO -NO Ceeze See 16131. 18.130 100 d0.0 100 ai +65D d0o +650 +NO d0D +65D d0.0 1650 -80A +650 no Casten Size 14.131 - 16.130 +65.0 40.0 +650 BDO -65.0 60.0 +050 .65.0 A00 +mU ao0 +NO _800 +65.0 .80.0 bladed 1246e-14,430 +650 -no +650 20.0 +fiSe -0Oe +N0 'No 400 +650 -0DO *NO dD0 +650 AO EgeNile 31.561 K 0 400 +650 200 +650 d00 +650 .800 +65.D 460 -650 4i0.0 no d0.0 +No _800 Ci Sue 23,131 - 31W3 W5.0 E00 100 A00 165.0 _800 +65.0 ao, +no -BD +65.0 d0.0 No No +650 -W.0 6taLLeN Pei 25,294.26.130 +65.D 400 +650 AD.O +65.01 A00 +550 A00 +65.0 d0.0 +05.0 d00 *No 4850 +85.0 AS Curslvn 5uv 24.131-25.]93 W5.0 Z.O +65.0 70 +BSOI m.O +650 480.0 +650 -80.0 +55.0 _M0 +650 no +650 10 0 BY C04W1 Size 22.131-N.130 +S50 slo No a00 +65.0 a50 +650 70.0 No ADO No d00 no aim +NO -wo Cmlwn Size A,131-M,130 +No E0.0 +650 40.0 +NO 40.0 +65.0 -000 +No 40.D 1650 40.0 IN 410.0 +NO no Cnt4m Sao 18131-MlW zND -80.0 +No ADO +650 400 +610 400 +00 d01 +00 450.0 +00 ADO +650 -75.8 Q61vn Sue 16131-ISi +85.0 250 +NO 4300 +650' d0.0 N 0 aD0 +050 4800 +BID 2OD +65D 4100 +650 -no Saonee 10194'-16d30 +050 A0.0 -65.0 E0.0 +950 d0.0 +650 aDo +65.0 d0.0 +fi50 a00 +65D -TT.T +650 -TIC Elamite Xi WSO -W.0 +650 4100 +650 400 +NO ADD +65.0 dD0 +650 d0.0 +650 ADO +55.0 FA.O Odom Sao 35131 -36453 +65.0 -000 +65.0 400 +650 A00 4DID nQ +65D ADO No d0.0 +BSO _BBD +BSO N30 Ceta Bee 34.131. 31130 +NO 400 -NO MD HISS -60.0 +650 40.0 NO 410 +65.0 no -NO BOD +NO -A.1 Te S1eadeciPloi 30.994.34.130 +65.0 40.0 NO 480D +550 M0 +65.0 a00 +650 a0.0 +65,0 A00 +65.0 -60.0 +55,0 -758 Cuaftm 8'¢e W131-BOND +65D a0.0 •6S0 d0D +650 4100 +NO d0O +03 A0.0 +650 eD0 +fl5.0 _MO +no -74.8 Cd. Sue M131-So 130 K 0 a00 +no 80.0 +650 200 +no 400 +650 Apo +55.0 a50 'NO 4810 +NO -722 Doi 26,194'-26,130 +650 4IOD +650 n0 +65.D d0.0 +65.0 48DO +650 a05 +650 a00 +65.0 -Tr] +65A 41.0 Eeui 424U +65+0 ADO -ND 40.0 +65.0 d0.0 +650 d00 +650 40.0 +NO a00 +650 eD0 -no -79.1 6: Gaston Sue W131.42461 r450 AG.O +ISO dDO +650 nO +NO a50 +650 d00 +%, ADO no a0D +650 -14.8 StaMVE P... 34.191'-36.130 +NO d0.0 -65.0 -WO +65.0 d00 NO 10.0 +65.0 BDO +66.0 ADO +85.0 -2r] +650 -US • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WNDOM IS: BUCK HEIGHT - 46.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: UP TO UP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.No GLAL GLASSSS STACK 11B•TP GLASS Ll I lfl�,+A...,..... I I.turi M somabl0B Mt5W GLASS TYPE 3 O Qle4 > O at �4 Z ZLL� Z W O Z W UUd e oa v ao w Z v ] L y Dmc o Z J_ O N ® m J u (9 � lea 6 O � J 0 Z Q1 J d rD * I No. 513705 1) UP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I' FROMTHE TIPTO TIP DIMENSION IN THETABLE TO DETERMINETHE BANDOW SIZE 22O�yoniA�- E�3� 2) FOR SIZESNOTSHOWN, ROUND UPTOTHE NE FAVAIIABLE SIZE. AN=ANNEALED 2j1111111 p1415 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOWSRE IN THE TABLE ABOVE WHICH THE RADIUS TOPWWDOWWILL COMPLETELY FIT,IWN. TP=TEMPERED pLYMN MLLIER, RE 4)WNOOWS WOH THE LOW SILL OPTIONARE LIMITED TOAMA%IMUM POSRNE DESIGN PRESSURE OF+65 PST. NEGATD/E DESIGN PRESSURESARE UNAFFECTED. NS= HEATSTRENGTHENED NN MILER Design Freeze.. (Ibeft l for Glass Types 42 assesses oescratel a Gee Hays 5a30HooK Jeep"(m) To To WNTo s3-Yr zr Equaune '.aoa .650 40.0 EgWHile 15.Poa ,650 .0 31- Slvtl9d PNbx 12 PN-15.963 ,e50 m0 Stahl 12eea-12993 •050 4Q9 i I... .63.0 m.D P.- 15.944.19 MI 4650 �.0 size is 131-15.Su3 lass d1.0n 5iae 14131. 1&130 ,890 aos. 124aa-14.lb ,65.o 4K0 e4le T1P,1° .00 a0 n Sao W is"I-=m ,65.0 -020Pmiav 1.604.201m,B6.0 d0.i]o Sao i6131-I&SW ,ies -00.0 s@e 35131.16AW *00 400 ze Sao 14131-15 UspI 12.-NAW ,650 A00 Ile N.. -No 800 ...Sire 22. 131 -za a. -.a -se0 Slannaeo PmAM A.IW-32130 ..1.80.a 49' Clnl¢m size III re50 20.0 .1a See 19. 111. 1111. 765.0 635 De. see 141]1-to 130 .6.. .0 F Sb1nl nW-141b ,no so Egl¢Llne 25.m .850 Aso #n 091a Sise 24.131-25))e .850 A0.0 P 51e .P-- S.WO-24120 .0SO d&D FSir Cm'an Sao A131-20.943 r65.0 80.D Ousns'ea 16t91-20.I3o Ocala Sire I6131-19.130 r650 "I's Cuon See 14.131-19. 130 ,.5. d60 SMnsl 12464-1413) .95.0 -00.0 ENW'iile .1.. r640 400 C4r9n sRe 2&131 -]I SIm6r4PM1uav Yvree-Colas W50 -0a0 Cu51a See 24A31.25.79S ,690 -000 B3- Cazare SIza .131-24130 .01 -000 Carson see A.131.IC, US .61 1 -100 Cu310m see 1e.191.20.130 .050 -ace Onlam sRe 19.t3t-1e.t3D 650 -608 51Wer1 t31s4'.16130 .SSD �0 EquPeo Se. +65. -000 Conde Size X131.36463 .B50 a0D custom size N.131.361]0 .fi5.0 20a IS SlrvtlaN PlPax 33PN-N 430 .e50 F700 Carron Sea 30.131.30933 .650 ..0 Cason Sao iflol-30130 .eS.D .0-0 Sleaziest 3019a--20.130 -650 -WO EguaHila 424M .650 800 W" %S. See 3&13t-42.403 T..5. a0.0 SWNN PmIa+' NI94•3e 130 .050 80.0 J s1VNOM. F~ GLASS STACK IIB'HS GLASS 1/rH GLASS T 30 9 / [nrx� GLg5S BREFF E a )4 GLASS TYPE 4 . SS I LA GLASSST .050'PVB L16'AN GLASS 30 116'PfI G1A55 P ,1 12'NOM. GVSS BILE W G1A55 TYPE 5 Gass sracK 090' P B AIRSPACE Lob"ANC 1/B'AN GLASS (�� m T4 �J"'^ 1z rvOM. rxraia GLASS DIIE a � I� 13118'NOM. GLASS STACK AIRSPACE .090'PVB 3116'TP GLASS IWANGLASS 3t 74 [� 6 �VB 1R-NOM. ExT o GLASS BITE Ion GLA55 TYPE T Deeign Pressure for Glass Type38.15 BeflouDo., Seaoze OmmP'al ora. Raze, Seso Hoye Rase ve �N9 [y11C 21 EaRaLIOo NASA r80.0 .1100 EquaHile III Be.0 -1110 31- sMMaN Proaaw 12994-15.963 re00 -floo S. 12. '2- 093 No .1100 Eue"ib Is652 r600 -110.0 Souses Pp 15.W. 199651 480.0 -I100 ao, 9W Custom Size 15. 131.15.943 1000 -1100 Cmurn Size 14131.11AX r800 1100 Isaiaul II-1413. reAe -1100 E"I,t. 22964 TARO .1100 Nsivn Sao I1mvy16 P. 49W 22963 1&594-N.13. -me r600 is. -foal) 4S Cmlan Sao 16.131-1s a r60.0 41..0 Curia See IS 131-16.130 480.0 Also Cuala see 14131-15.130 Is. -Ila, S.1 +84-14.130 M -Me . E41 24964 180.0 4100 Cu3lon Sao 2213724re3 WO -1100 SUWaNPMi 20.194. 22. 130 *1", 1110, 49' CurUan See ISA31-20193 .90.0 Also Cmlen See 16.131-1&130 .800 -1100 Cmla Sea lala,-16130 .Sao -"as p sweel 1ZQu-141. .e0.0 n100 ? EquaHlie 25])2 r600 110. FLmien e Sao StuWaN Puzoe 24.131 2S76 SI-24.130 leas 'Sa0 410.0 A100 Curivn See 20 131- 20 No -ozi Alas F 'Aar emivn sire 18,131-2013. .WO -tt(10 Culan Sae 1. 131- III .Is. ... -1100 Cueane Sea 14. 131 -16130 *W0 -1100 3M1o11¢rl 12464. 14.130 .0a0 -110.0 EquW4a 31. W4 rSao Also Cu31a See 29.131-31.963 'Boo -1100 OWHe4 Preen Z7I4 aIs. .BJ'.s 4100 Cuela Size IN I,_z6)63 +Sl -M. 0S Cusla size 21131-24IS) +600 -0100 cu31a Size III .III -ral. 1e0.0 -110.0 Cato Size to.131-2aIM TACO 1100 Cu9la Size 16, 131 .18190 .BOO -1100 fiM161 Ill.. 1. 1. .Bra .,I. EgmLlfe 33.45+ +80. -1100 Car. size 38.1M-30A63 less Da'. S120 34.131 36. Ce Toes 26' S.nduroune.- 30. a" U91W 'Mo C.. 5o. 3s III -Se.993 .WO cmiGe See IN131.30AS) fees j S1oi61 26.193'-iB.IN) .e00 Equaune ROW .BOo P, Queen Size W131.42463 .B00 -MINIMUM SASH HEIGHT FOR FLANGED WTI IS: TIP TO TIP HEIGHT. 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48391 MINIMUM BASH HEIGHT FOR FLANGED, RADIUS TOPLMNDOWS IS: TIP TOTIP HEIGHT- 49.BOB MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 .IS' BIG 3N 6'AN CUSS 3o Y16' GLASS 6 EM1l ElflfRlOR GLASS BITE a )4 GLASS TYPE 0 a .090'SG NB'HSGUSS Lt�GlA.35 28 3 lrz'NOM. FKD�9 GLASS BITE a N � GLASS TYPES 1w AN GU C Fxlfni(w a([ ®eRC 1311E. NOW GLASS STACK -SG AIRSF HSGUSI Ior TPGU ('�� C NCM. Cy'nL S BILE IF 'll GLASS STACK EST SG AIRSPACE AIRS r ANGLAS 118'HS GLASS 31tr T➢GLL 31 [[��o S. 1rz'NOM. ZVONt" ErtiERgn 2LA65Lmm a <�3 (Gpq 6 7033 �pa( v GLASS TYPE I4 V ` V1 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I -MOM THE To TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.65 PEP. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. y f� ILifi"NOM. GLASS STACK GLASS STACK 13,16- NON. GLASS STACK I-SG HE GLASS ED AN=ANNEAL TP= TEMPERED HS- HEAT STRENGTHENED re 111 N ❑ O ` 1n � •loi, 0 O p€[�9� O � o O J p ❑ LL D Z A m 4 zz Z U1 O V U o e 5 oz� Z Z U. J = p Q N mW J C7 FF N _ 5 a J W Z ED U J ~ = NY LYN'�., 10ENgEzz" �ATET 'OF 1 yam: i0Fi4a� Pf ORIDF• .-`G� W A. LYNN MILLER, PE TABLES BILE 61: 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUA--EG WINDOWS, SUBTRACT I- FROM THE TIP TO TIP DIM ENSION IN WE TABLE TO DETERMINE THE WNDOWSIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLESTWINDOW SIZE IN WE TABLE ABOVE WHICHTHERAOIUSTOPWINDOWW COMPLETELYFRWRHIN. 4)WINOOWBWITHTHELOWSILLOPTIONARELIMITEDTOAM IMUMPOSRNEDESIGN PRESSURE OF+'65 PER NEGATIVE DESIGN PRESSURESAREUNAFFECTED, Anchor QuaniN¢s RequirTyp ed appmse6 n mwplJ'i9Y RUE N FinM: 9� IObC C DYfe oxa YP®I Ua6ePmdotl COn:ml ro Y Ud ro _ O 'uy W p O q U' N o W afaU Q' 0 oT Z Z J O O Z u_ro Ui J r U U d o y rza O > p F O Z v Z W J �_ B W & 0 Z Z Q I» VS > n Q Q O Z C g w Cc n O J U CC J Z Q Q, NY LYAIv 'C�:"VOENGF�((� • '•-'f1 _*; No. 58]05 C� F-)3 A OF :'40 �� i tCSr •'.�DRI01;.-'G\�`� 0, ALj,,'o' fill ALYNNMILLEB,RE " P.EY58T05 •MINIMUMGASH MINIMUMBASHHEIGHT MINIMUM MINIMUM HEIGHT FOR FOR SASH HEIGHT FOR SABH HEIGHT FOR FLANGED WINOOVS INTEGRAL FINANDEOVAL FLANGED, RADIUS INTEGRAL FIN AND IS TOP EQUAL TIP TO LEG WINDOM LEG. TIP HEIGHT-49.391 WINDOWS IS: RADIUS IS:BBCKHEIGHT-98.391 TIP TO TOP TIP HEIGHT-49805 WINDOWS IS: BUCK HEIGHT-U66M bx "TIIroYgbFrd111B In9IdI1d50O Inn Gd99 29i-T Ta ID npweln 10' 25' 93' 3i at- d5' d9" 53.110' Jamb 5p 2 Jamb g $£@ y £ Y =4 Jdmb S$@ E � Jamb £ JamE Jamb y JamE Jamp BWMI JnII CucnP�9e NGren Ra SPs9f fn) R4' F9:YBHile 12<6d I x 1 I 3 1 I R 1 1 3 2 i 2 R 1 x 2 t x 3 1 R 3 EBYL4's IS[31 12 111 2+ 1 3 1 1 x z 1 2 3 1 3 2 1 1 3 1 3 3 ]t' Slan6stl Pmiar 11.BM-15993 1 1 1 R 2 1 1 x+ R 2 1 3 2 2 2 3 1 2 z 3 R 2 1 BbMnl 12d6d 13.993 2 3 1 3 R 1 x R 1 2 x 3 1 1 R 1 2 x 2 1 R 3 2 3 EpzHile 19.653 x x 1 1 R+ R x 1 2 3 3 x 3 R R R x x 3 2 3 3 1 JM1rvYNPMea IS GI-+8801 R 1 1 x x 1 3 3 1 R 3 2 2 x 2 1 3 3 3 2 3 x 3 z 363•T pnlBm Sue 15.191.15&] 3 z 1 2 3 1 3 z 1 2 x 3 3 3 3 z 3 R 2 2 3 x 3 x Cmlun Sue f4.13L 15.130 3 3 I 2 3 1 3 x+ x 2 R x x x 3 3 3 R 1 R 2 3 2 BbMea1 f2d61-I1130 R 1 1 R R 1 2 2 I 3 R R R R x 2 z 2 R 3 2 2 2 x Epwllile R3.964 x x 1 2 2 1 x x t 2 212 2 1 2 2 3 3 2 z R 3 R 2 Cuslnn Sue x0131-ZJ.9N R 3 1 2 3 1i3 1 1 2 212 2 3 2 2 x 2 x 2 3 2 R 3 81uWaN PmiOx 18.S9d-20.190 3 R I 3 3 1 x 1 1 2 R 2 2 2 1 1 R R x 2 x x z 3 OT GY9tan JIxO 16.131. 13.59] 2 2 1 1 2 I 3 3 1 R 1 R R x x x x R R x x x Luslon 61a IS.UI-I6.IJ0 x 2 1 2 1 1 3 1 1 3 z z 3 z R R x 2 212 x R x CYalun Size Id_IJI-18.1]D 3 3 1 2 2 1 3 3 1 R 2 2 1 x 2 3 2 2 2 2 3 1 Sweatt 124W-14.13D 3 3 1 S 2 1 3 i I] 3 I > 2 R] 3 x z J R 2 E9'�Hi+e x199d 3 3 I R 2 1 3 E I 2 3 R 2 x x 2 x R z 3 R z Cu01an SIZO 11.1J1-1d.roJ x 2 1 x 1 1 1 x 1 2 1 3 1 1 R x 2 2 1 1 1 x SIanNN Pmien 10.I9d-IlI]II 2 3 I R x 1 x x If R x 2 3 2 x 3 3 1 x 3 3 x d9' Cuxlvn Site 18IS! -A.19J R 2 1 2 x 1 x 3 1 212 x 3 2 3 R 2 x Glas] Type ppfipHptlpn )Lis1¢d kam Ea�NOrb In1¢H¢N 1 11B'AN, .l%JO" PVB, 1I8" AN 2 13I16' LID: 1IB" AN CAP, AIRSPACE, 118" AN, .09tl' PVB, 1I8' AN 3 1&16" LY9: 1IB" TP CAP, AIRSPACE. 118° AN, .090"PVB; 1IB" AN 4 PVB, lre" HS 5 3H6'AN, .090"PVe, ?l16'AN 8 iWi6"LIGY16'AN CAP, AIRSPACE, 1/B"AN, .090"PVB, 1/B"AN ] 13H6" 11G. 3I16" TIP CAP, AIRSPACE. 118' AN, .030' PVB. 1/8' AN ��Aneltor GuantlBBs Required for "Dr0u9Dfnme• In Upon usina Glass Types 8.15 BP t0 no Worn IT 2s M' 3r I a• •F 49' SY1/0• dame p K F Jame { K C 3 2p F& S so i Q m Jane K$ E F _® Jame K F F[[ m Jane C G F F[[ m Jane K F Q K F gryry 2 3 mll1 Jae .lamer K e' 5 F F i Q m 9 Bohan 5ae11 N GitenB RarSe SaaM1 Hn9n1 Range (n) 2C EQ.mIJM1a 1 12461 1 2 1 1 21 1 1 2 1 1 2 2 1 2 2 1 2 3 1 x 2 1 2 2 Ea WI-0le IS.YM 1 2 1 1 2 1 1 2 1 t 2 2 1 212 1 2 2 1 2 211 2 2 31' S1aread Pmdm I2.eM-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 T 2 2 x 3 3 3 3 2 2 2 Stn11aa1 13aM-IZ993 2 2 t 2 2 t 2 2 1 2 2 2 2 3 2 2 2. 2 2 2 2 3 2 2 Equabllle 19 fi52 2 2 t 2 2 1 2 x 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SlutlaO Pmlw 150M-19651 3 2 1 2 2 1 2 3 1 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 %YY MlPn See 16131-15943 3 2 1 2 2 1 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 Llntmn size N.t3I-I5.1N z 3 1 2 2 t 2 2 t 2 2 2 2 2 2 x x 3 2 2 2 3 x 2 ShNasl 13A61-N.130 3 2 1 2 2 1 3 3 1 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 EnuaNlle II.B01 2 2 1 2 2 1 2 x 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Custom Slae 20.131-22N3 z 2 1 2 2 1 2 2 1 3 3 2 2 2 3 2 2 2 2 3 2 2 3 2 SITtlW Prow. 16591-i0AN 2 2 1 2 2 1 2 3 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 <S Cos. Sue 16131-16593 z 2 1 2 2 1 2 3 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 CWlNn size I5.131. 161]0 2 2 t 2 2 1 2 1 1 1 2 2 2 2 2 2 2 2 2 2 i 2 23 cunt—sna Ulit-15,13P 2 2 1 z 3 1 3 x 1 x 2 x 2. x 2 x x 2 2 2 2 2 2 a SMneal 12A&-16.190 3 2 1 3 2 1 3 2 13 2 2] 2 2 3 2 2 3 2 2 3 2 3 Enid -lib 24 W 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 23 2 2 3 3 Cuslan Sae M131-24881 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 x 3 2 2 3 2 Slaitlm6 Piosm 20,IN-22130 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 3 2 2 3 3 •Y C.I. Sae 18,131. MAN 2 2 1 x 3 1 2 2 1 3 3 2 2 2 2 2 2 2 2 2 2 2 J 3 Custom Site 16.131.18.130 3 2 1 3 2 1 3 3 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Cost. 61ze 14,131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 SMneal 1ZK -A.130 3 2 1 3 3 t 3 2 1 3 2 2 3 x x] 2 2]. 3 3 2 3 Tq aom a 25m 2 2 1 2 z 1 2 2 1 z 2 z 2 2 z 2 3 2 2 3 x 2 3 2 }-, CUKAM Size 2a.131-25.ne 2 x 1 2 2 1 2 z+ z z 2 2 2 212 3 z z 3 2 z 3 2 F StaMaN Pmex 20W-2z.130 z 2 1 2 2 1 z 2 1 2 2 2 2 2 2 2 3 z 2 3 z 2 3 3 Cuso.. Slze 20.131-20.13 2 2 1 2 2 1 2 2 1 2 2 2 2. 2 2 2 2 2 2 2 2 2 3 3 Fp Mee, Gusmm Size IS. ul. 20.130 ] 2 1 3 2 1 3 2 I 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Cuatgn Sae 16131-18.1]0 ] 2 1 3 2 1 3 3 1 J 2 2 3 2 2 3 2 2 3 z 3 3 2 3 CtStan Sav 14.131-1&IJ0 3 2 1 3 3 1 3 2 1 J 3 2 3 2 2 3 2 23 3 .1 2. 2 3 Sweat 12• -NAN 3 2 1 3 2 1 3 2 1 3 3 2 3 2 2 3 2 2 3 2 3 3 2 3 Enuaune JL801 2 31 3 3 1 3 3 It 3 J 2 2] 2 3] z 33 3 24 3 Cuslcm 6'¢e 28.1J1 .9198] ] 3 t 3 3 1 1 ] 1 3 J 2 3 J 2 3 3 2 3 9 33 C 3 SlantluE Pmaex 23.29•-28.130 3 2 I J 2 I 3 2 1 9 2 2 3 J 3 3 3 2 J 33 J] 3 Nvtvn S'¢e N.1]I-II]9] 3 2 1 J 2 1] 3 1 3 2 2 3 3 2 33 2 J 3 a J 3 3 &T Cwlvn Spe Yl.l]I-2•.1]0 ] 2 1] 2 I J 3 1 3 3 23 2 2] 3 2 3]] 3 J] Gulon Sve 20.IJ1-II.IW 3 3 1] 1 1 J 2 1 3 2 33 2 2 J 3 21 J J J J 3 Cost=Slze 10.131. Nun 3 2 1 3 3 1 J 2 1 3 2 23 2 2 3 2 z 3 2 34 3 3 Cmt[m Sae Ifi131-I0. 130 J 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 24 2 J< 2 3 SrMeal 13 16-16130 • 2 1• 3 14 2 14 2 2• 2 2< 3 2• 2 34 2 3 EpWdb N<6• ]] 1 J J I]] 1] 3 2 3 3 3] 4 3 3• 3]•] Cu61On SaP 35 v1-]6.66J ] 3 t 3 3 1] J t 3 3 z 3 3 z 3• 2 3• 3]• 3 cualam sae 3•.u+-36.13a 3 a 1 3 3 1 3] 1 3 3 z a] 2 3 a x 3 a 3 a• a i6" 61PnlxE Ptwex J0.99•-31.1]0 3 3 1 3 3+ 3 3 1]] 3 3 3 2 3] 2 J• 3<• 9 CuslPm Sae ]0.1]I-N.99] 3 3 1 3 3 1 3 9 1] 3 2 3 3 2]] 2 C 3 9 4• 3 Cualmm 6ae 28111-]0.1]1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2• 9 2 z 3 3<• 3 Skalml x6te••-tM 1. a 2 I d 2 1• 3 1 • 2 2• 3 2• 3 2• 3 3• 3 3 Enel4b •3.•6f 3• I]< 1 J• 1 9 a 2 3• 2 3• 2 3• 3 3 5] So. Cmttm Size b IJ1-Q.zB] 3< I 3 9 1] z 1]< 2 3 a 2]< 2•• 3• S 3 61aMW Pm 39.1B<'-30.130 z 3 1 6 3 1• J 1• J 2 1 3 2< C 2 M1< 3•• J • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TOMP HEIGHT -A9391 MINIMUMS HHEIGHTFORINTEGRALnNANDEQUALLEGWINDOWSIS: BUCKHEIGHT-AB.391 MINIMUM SASH HEIGHTFOR FLANGED. RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-•91106 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- CS.See Glass Type Description(Usled rem EabriOr m Interior) 8 Y16" AN, .OW SG, Y1 S' AN 9 Y16"HS,A90'SG, Y15' HS 10 IY1(F LIG' 116' AN CAP, AIRSPACE, HIT HS, ,090' SG, 119' HS 11 1Y1(FL1G: 1I8' AN CAP, AIRSPACE, WIT AN, .090' SG, WIT AN 12 MT LIG: 118-TP CAP, AIRSPACE, 118' HS, .09W SG, 128' HIS 13 1YUV LIG: 118- TP CAP, AIRSPACE, WIT AN, .0MY SG, Y16' AN 14 IY15'LIG:31i6'ANCAP,AIRSPACE, 11B"HG.09D"SG lTHS 15 MIT LIG: 31IW TP CAP, AIRSPACE, 118" HS, DW SG, 118" HS HTIPTO TIP DIMENSIONS SHOWN. FOR INTEGRALFWAND EQUALIEG WWOOWS SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THETABLETO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WMICH THE RADIUS TOP WINDOW WILL COMPLETELY PIT WITHIN. •) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MMIMUM POSITIVE DESIGN PRESSURE OF 165 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. Z_ m q ss Is O +� Po a 'L z Z Z O d le n � ,nano n N 2 W � Z DO D LL Q on _ on W z f Z Z > r m j INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION( EDGE DISTANCE T- _T____ ANCHORED THROUGH FRAME IWOOR FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. TIP TO TIP HEIGHT I-(, FIXED VISIBLE UGHT HEII`GHT 1 EXTERIOR a EACHEND SASH VISIBLE LIGHT HEIGHT I (4ENT L EDGE 1 DIGTANCE 1/4'MAX SHIM V SEE TABLE NOTE B, FOR HEADTYPE •. TYP. ANCHOR TYPE, •• EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLES. TYRANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, \ SEE TABLE B. 90 USE 3 C EITHER 1 SWEEP LATCH W MIc'PANIOSPAN OR 2 BOTTOM LOCHS / IC OPTIONALHI-RISE SILLSHOWN.SEE SHEETIOFOR STANDARD SILL. TNOANCHORS L REQUIRED IN FLANGE OR EQUAL EG FRAME BILLS S VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT 114"MAXSHIM /1 _ FI%EDVIXEOVIIBL DTH Ir INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETErICMU. SEE NOTE 2, THIS SHEET. I 1M-MA%SHIM �-- SASHVISIBLE _I tT LIGHTWIOTH 'I TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A v 114-MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE O. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrate Min. Edge Min. Embedment Dista e P.T. Southern Pine (SG-0.55) 9/16" 1-318" #12 #12 Steel, el, or Alurrinum, 6063-T5 Mr. 3/8" 0.063" SS Screw A36 Steel 3/8" 0.063" Steel Surd, Gr. 33 nen. 318" 0.045" 18 Ge Concrete (rnin. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS CreleFleX Un9rouled CMU, (ASTM C-90) 2-1/Z' 1-14' P.T. Southern Pine SG0.55) 1" 1-318' Concrete(min. 2.851¢q 1 1' 1-3/6" 1/4"Steel Utracon Unerouted CMU, (ASTM C-901 2-1/2" P.T. Southern Pine(SG-0.55) 1 1" 1-3/8" In USE ONa m.ATHE ANCHORS w Irt/tm B)USEONLYF RANCH ANCHORS WE INLAMBS. PANME%IFIAT HEAD TYPE IS ALLOWABLE FORANCHORSE THE HEAD. C)-UNGROGTED CMU' VALUES MY BE USED FOR GROUTED CMU APPLICATIONS NOTES EMBEDMENT VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH W SASH 8 FIXED LITE: TIP TOTIP NOW -EAT HEIGHT(EOVAL-UTE) TIP TO TIP HEIGHTR-3.)3" HEIGHTPROMEMA WFIXED LITE: TIP TO TIP HEIGHTl.3]8- W SASH: TIP TO TIP HEIGHTR-11.9-a' HEIGHT (CUSTOM SASH) WFIXED LITE TIP TO TIP HEIGHT. SASH HEIGHT. 3.55- WSASH: SASH HEIGHT-0 GY 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WWDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-0R-THICK ARE TO BE CONSIDERED I INSTALLATIONS. I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE MR' THICK OR GREATER. IX Mo 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE SRTUCNRE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Y o i of ON � U, N - p elc0 0 O �p N O Z O J O M1 2 W O S D1� fZ P G J- 'c.Y a%0 W o ¢ oZIn i O n ® m S O r Z W laavi < y 0 j W Qo O p w z No. 58705 IOF . T AL1E?G`. A LYNN MILLER. PE. INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH p FRAME INTO2X WOOD FRAME OR BUCKSTRIP. SEENOTE2,11HISSHEET. BUCK HEIGHT LI FRED VISIBLE LIGHT HEIGHT I EXTERIOR a 1' WEEP NOTCHAT EACH END SASH VISIBLE LIGHT HEIGHT 3 FRAMES INSTALLATION OPTION 2 ANCHOREDTHROUGH FRAME DIRECTLY INTO CONCRETEICMU, I� EMBEDMENT I L 114'MAXSHIM EMBED - MEW EDGE ` 1 it DISTANCE -- 1 I -•^^'-I FB{EDMSISLE - -------'L---J LIGM WeOR; SEE TAB E 3 NOTE B, FOR 18 HEAD TYPE TYRANCHORTYPE, EMSEDMENTAND EDOEDISTANCEPER SUBSTRATE, SEE I 31 5 R 5B TABLES. TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, \ SEE TAOLEB. 48 13 USE EITHER I SWEEP LAC NOR WEEMOSP 2 2 BOTTOM LOCKS r� NOANCHORS REOUIRED IN FLANGEOR EOUAL4-EG FRAME BILLS - VERTICAL SECTION B-B OPTIONALHIRISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. INSTALLATION OPTION 3 ANCHOREDTHROUGH FRAME AND IX BUCKSTRIP INTO CONCREMCMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114-MAXSHIM -+I SASH VISIBLE 1] UGHTWIOTH � EDGE DISTANCE ) 1 BUCK WIDTH EXTERIOR n — HORIZONTAL SECTION A -A V 114' MAX. SHIM "r, OR STEEL STUD. MAY REVERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Min. Embedment DlSidnC P.T. Southern Pine(SG-0.55) 9116" 1-318" #12 Steel, A41ninum, 6063-T5 nin. 3/8" 0.063" 18.8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 rrin. 318" 0.045" 18 Ga Concrete(Rlin. 3.35 ksi) 1" 1-314" 114" 410 SS Ungrouted CMU, (ASTM C-90) 2-W" 1-114" CreteFleX P.T. Southern Pine (SG0.55) 1° 1-av Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrcutetl CMU, (ASTM 090) 2-11Z 1-1/4" Uttracon P.T. Southern Pina SG-0.55) 1" 1-318° A) MIW OF 3THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEADANCHORS IN JAMSS. PAWHEKIRATHEADTYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. WE. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH Q SASH 0 FIXED LIFE: BUCK WIDTH-4.1T HEIGHT (EQUAL-LITE) BUCK HEIGHT2-3 23" HEIGHTIPROMEWI @FIXED UTE: BUCK HEIGHT2 a 4 23' @SASH: BUCK HEIGHT2-1 L43" HEIGHT (CUSTOM SASH) @FRED LIM: BUCK HEIGHT- SASH HEIGHT -2.55- @SASH. SASH HEIGHT -4.00- NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALL WOOD BUCKS LESS THAN I i0 THICK ARE TO BE CONSIDERED 1X INSTALIATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' 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 OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m R J y O r!1 0i 'natl m y O •- U O Z i Zwb = i W sz W 2- r W =v r �Z?' y z � Z C7 D 0O O m ® 9 w F [7 w w 5( � W O J Z J J - r ¢ w LYrvlV NYCENSF No. 58705 CV ., AL A. LYNN MILLER. P E. INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �- EMBEDMENT I �\ 1 EDGE —� DISTANCE BUCK HEIGHT I \I FIXED VISIBLE LIGHT HEIGHT 1_ EXTERIOR 1-w5 P NOTCH AT - EACH ENO SASH VISIBLE LIGHT HEIGHT TYP.ANOHORTYPE. IMMEW AND EDGE :E PER SUBSTRATE; SEE TABLE e. (WREVVSHOV)N) EMBEDMENT II SHIM I �TYRANCHORTYPE EMSEDMENTANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCHNOR2 MIOSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN, SEE 33 pREVIOUS SHEET FOROP ZONAL HI -RISE SILL. TBLE 9' IWMAX EDGE( MBEDMENT VERTICAL SECTION D-D 1/4'MAK SHIM V4"MAX.SHIM --1 1/4'MAX SHIM SASH VISIBLE 1 LIGHIVADTH FIXED VISIBLE LIGHT WIDTH BUCK (MOTH HORIZONTAL SECTION C-C CADE APPROVED MUWON. PEG COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES.TABLED. 010 OR 012 STEEL INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 71/2' x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16' 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2438 2-12" x .149 Roo6rg Nail P.T. Southern Pine (SG=0.55) 3B" 2.438 24Cr X .145- RDOErgg Nail P.T. Southern Pine (SG=0.55) 3G" 2438 M10 Steel Tmsshead ScrBM o 012 Steel. I" or 410 SS Screw P.T. Southern Pine (SG=0.55) 0.125" Aluminum, 6063-TS min. 1/2" 916" 1.375 0.125 0.050" APO Steel 5me" 0.05 0.045 (18 Ga) Steel Stud. Gr. W min. 5116" 0.045 EDGE DISTANCE EMBEDDMENT TYR VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7OR 8 FOR HMISE SILL) WIDTH @ SASH 8 FIXED LITER BUCK WIDTH -4.1T HEIGHTIEOUAL-LITE) SUCKHEIGHT2-32T HEIGHT(PROVIEIM @FIXED LITE: BUCK HEIGHT2. 4.28' @SASH: BUCK HEIGHT2 -11.4r HEIGHT ICUSTOM SASH) @FIXED ME: BUCK HEIGHT -SASH HEIGHT -2.SS @SASH: SASH HEIGHT- LW NOTES: - -- _ 1) USE ONLY SUB ON YN qq L.... ANCHORS LISTED ABLE 9. FOLRLOVI EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION ;.�AM .. OPTION SHOWN MAY BE USED ON ANY SIDE OF THE VANDOW. =�.:n No.58705 '•.*� 2) VISIBLE LIGHTWDTII OR HEIGHT (ALSO REFERREDTOAS DAYLIGHTOPENING) IS 9:•(�T :-)3'. $ MEASURED FROM BEADING TO BEADING. �` •._ ST ;'(O I II III - ALYNNMILLER.P.E � P.E9 68705 2.S x.e4B• _III" 1.1 2.848' E 2.t 13' 2.724 489' T BB LI- .D52' � .062' .Ofi2" O FLANGEFRAMEHEAO OIHEEAAD RAL FIN FRAME @EQUAL LEG FRAME HEAD Oi FLANGE FRAME SILL 219W I• 3466• 2.341' O6T 062' ` @ EQUAL LEG FRAN.E SILL L o / INTEGRAL FIN FRAME SILL .na• 111I�{��III LJU 2211. Z.150 1 CASH BO .afiz• '---IF--- --� 1.300• i'r aSASHTOPRAIL OFI%EDMisEETINGRAL HORSE ] OMROIL @ FLANGEFWIMEJAMB 3.18Y • zaza• 1.125' @INTEGRAL FIN FRAME JAMB z.afia• O6T 2 na^ @EQUALLEGFRALIE"13 2798' -+4 2.798- ----- 2.798' �- P3,08' ].506' 4.13]' OST 062' .062'1II tiW OFLANGE FRAME SILL EQUAL LEG FRAME HI -RISE OSILLHIRISE OINTEGRAL FIN FRAME , SILL - HI RISE 2.105' .062' -L t.2W I .O6z' 1 13 1.300^f- OSASHBOTTOMHAIL @SASH SIDE RAL $ILICONE STRUCTURAL POLYISOBUTYLENE NOM. WITH OEBICCPNT EXT. GL45S �S •/ `INT. GLASS 20 KODISPACE4SGTPS HOT-MELTBUTYL STRUCTURAL L18'NOM. SILICONE FOAM W DESICCANT EAT. GLAGG INT GLASS ISSUPER SPACER' NAT° ALUMINUM POLYISOBUTYLENE DESICCANT FILL F� 1.446' REINFORCEMENT SEAL 5116"NOM. I� 1522' �1� _w0.� fiJ4' I .465' -� �.61T�--1A9fi'� ` ROLLFORMEO SILICONE REAL I 1 I BUttLB BTAINIESS GTEEL ,OAp h�J DESICCANT T 802" .802` .002' � FOAM E%T. GLASB EXT. GLASS I J]0' 0]0• .07V 045' O50' INT. GLASS INT.GVwSS OHEADA CHOR OSA$MSOPCOVER ®IS DEAD OIGSNAPBEAO 0511WLAMIBEAD OT/i6-LAMIBEAD CO�RR DURASEAL®SPACER 8%L EOGE-SPACER No. 58705 '. u ? uc '. GAT OF .'�� ""ONAL 10 ", I#m PGT Part# Description Material 1 642001 Head. Flange Alum. 6063-TB 2 624017 Head, Integral Fin Alum. 601 3 624D28 Head, Equal -leg Alum. 6063-M 4 624004 Jamb, Flange Alum. 6083-76 4A Jamb, Flange (Used For Aitemale Radius Top Head) Alum. 6063-T52 5 624020 Jamb, integral Fin Alum. 6063-TB SA Jamb, Integral Fin (Used For Alternate Radius Top Hearn Alum, 6063-T52 6 624031 Jamb, EqualJeg Alum. 6063.13 64 Jamb, Equal -leg (Used For Aitemale Radius Top Head) At.. 6063-T52 7 624DO2 Sill, Flange Alum. 6063.T6 B 624D18 Sill, Integral Fin Alum. 6063-TB 9 BTA029 Sill, EqualJeg Alum. 6063-U 10 624M Sill, Hi -Rise, Flange Alum. 6053-TO 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, H4Rise, Equal -leg Alum. 6D8346 13 624006 Sash Top Rail AIum.6DOM.T61 14 624005 Feed Meeting Rail Alum. 6001 15 624012 Sash Bottom Rail - KHRise Al... 6064U 16 624058 Sash Bottom Rail Alum. 603&TB 17 624007 Sash Side Rail Alum, 6063.16 18 624051 Head Anchor Co., Alum. 6063.16 19 624D75 Sash Stop Alum. 606&TB 25A 624009 IG Bead Alum. 8063-T5 25B 624011 IG Shop Bead Alum. 6063-T5 2B 62Q13 6116' worm Beading Alum. 506}TB 27 624026 7116' Lami Beading AIum.6063-T5 30 GTP247 Glazing Bead Bulb Vinyl lor#624023 Vinyl 31 6TP24B Glazing Bead Bulb Vinyl for M240098#624011 Vinyl 32 724D46 Sweep Wch (@ Top Rail) Cast Zinc, 33 624M Bottom Loch (@Sill) Alum. 6093-1e 34 Selling Block (1/8"X1/2"X4") Neoprene 35A IG Setting Block (1l8" X 3r4" X4') Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724D44 Bottom Rail Weathestrp Extension 37 724053 Sill Gasket Polyethylene 39 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724053 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270' x .187°, Fin Seal (@ MR) 44 67S16G Weatherstrip, .17W X.270", Fin Seal (@ Sash Side Rail) 45 Weathemtnp, .179' X.18T', Fin Seal (@ Top Sash Rail) 46 Vanes Balance with Cow B THm Rigid Vinyl 51 781PSGX #8 X1-PH SMS(Assembly) Stainless Steel 55 7a34AA #8 %3/4" Ph. PIN EMS (Balance) Stainless Steel 53 Alum. Screen with Fiberglass Mesh Varies 70 - Kommet ing Kodispace 4SG TPS 71 - Cashes Super Spacer nXf See Sheet 72 Queries Dumseal Spacer 10 for Materials 73 Cardinal XL Edge Spacer 74 Dow 791, 899 w GE 7700 Back5edding Silicone � HEAD INTERIOR b JAMB NOTES" 1) ALL CORNERS TO USE GASKETANDrORSEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAYS ME TYPES S IMI W l). JAMB FIXED MEETING RAIL v SASH BOTTOM RAIL INTERIOR TABLE I& MATERIAL PROPERTIES USED Malcrial Min F, Min F„ Steel Scmw 92 ksi 120 kai 1BBScrew Whil 95W 410 Screw 90 kai 110 ksi Elco Ul4attord) 410 SSElco CmWe x® 155 kai 127.4 ksl In kai 199.7ksi 60SiUAIMnirem 16ksi 22 kci AW Steel Wke1 56 ken Gr. 3351ae151ud 33 ken 45 ken LL111111 nr11//7j �.x ENV LYNN4 * No.58705 .;p* oto- ISO? A LYNN MILLER. P£ P.EB597as y'V SCANNED BY St. Lucie -County MIAMI•DAOE REVIEWED FOR MUMI-DADECOU= ma g�g_@,�g pa RODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND E a Itciux� .N C E 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIES N �� CIE COUNTY NTYT (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE VA 6s V www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW7720A" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0430.05 MIAMI•DADE COUNTY Expiration Date: February D, 2024 ,..., Approval Date: August 23, 2018 f8113118 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 084112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry -Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 034105.01) Manuel a z, .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 611 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 E RS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per , .E. Product Control E ner NOA No.18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51 Edition (2014) and FBC 6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 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 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1? and expiring on 02/19/19. Manuel Perez roduct Control Exah!54 NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF WE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). y 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND SOME DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVH2, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADECOUNTYAPPROVEDIVASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER - ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN I-1Q' THICKARE TO BE CONSIDERED A IX INSTALLATIONS. IX WOOD DUCKS ME OPTIONAL IF UNIT IS SHEETf INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 7X ARE 1-IQ' OR GREATER. IX AND 2X BUCKS USED) SHALL I L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. L WOOD BUCK DESIGN AND INSTALLATIONISTHERESPONSIBILITYOF - THE ENGINEER, (EOR) ORARCHITECT OF RECORD, (AOR). 12' MAX' Q.Q. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL r DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF WE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASH(NG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. - I 1 5)MM. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY r OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.12-MAX IMPOSED ON THEM BY WE WINDOW ]) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El SM. G POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM ECUM. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. MD. 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3}W%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WE T6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTLd835, 3850. T212818-]]63: ELCO ULTRAOON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NOS 49-TIP-TO-TIP WIDTH 40- BUCK WIDTH _ 45.1/4'VISIBLE LIGHTWIDTH -v 8-12' MAX. C SHE 1E1 BUCK HEIGHT }9iIL LVISIBLE t9fi. 1 LIGHT O'C' O.C. HEIGHT 97' TIP -TO vl �- 12-MAX. O.C. 0' MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: DESIGN PRESSURES,, ............. I-5 INSTALLATION. RAN.............6 INSTALLATION, EQUAL LEG . ] INSTALLATION, INT. FIN 0...........8 INSTALLATION. INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTSLIST.._......._...................... 10 FOR WOOD CONSTRUCTIONAND ALUMINUM DESIGN MANUAL. TARN E I, 10) WE 1720A SERIES WAS FORMERLY CALLED THE 72n20 SERIES. CODES STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), BTH EDITION .ASTM E130009 .ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 .AISI SIM12 .AISC36D10 1 DESIGN PRESSURE RATING I IMPACTRATING VARIES. LARGE S SMALL MISSILE SEE SHEETS 23 IMPACT RESISTANCE 48'BUCKWIDTH._.JII LFS-114'VISIBLE 45-IW VI81BLE � LIGHTWIDTH IGHTWIDTH 6'MAX. F, SHEETS r 2'MAX. D. SHEET) H SHEEf9 E, SHEETS C G. SHEET E,G ___ BUCK 1-j HEIG96'HT �------'—'— 93-1/4' VISIBLE LIGHT HEIGHT I+— 12' MAX. O.C. 2' MAX. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION FIGURE 1: 4°OC. MAX. 2'O.C. / 6 / 6. MAX. r ryN Deunpuon sMSet I 711V 0.IY16-An-.W PVB .3116' HSI 2 2 1/1W LamI116'HS-.W PVB-115'HS 3 3 1-1/16-L I.IG(116•T-7/16 NT-11TAn-.09PPVB-116'11S) 2 4 1-I/I6'IamI.W 10'T-7/15'A r. WIT KS-.000'PVB-9lifi'H6 3 5 711VOml 10'An-AW'SG-116-An) 4 8 7/1B'0.1(X -HS-.OW-6G-116-HS) 5 T 1.1/16'IanI.16(WIG-T-711T Nr-11fi'An-.090'BG-1IS- An 4 8 1...... ami. IG 116-T-]/,I, r-118'HS-.090'BG-Lt6'HS 5 'SG'-'KURARAY SENTRYGLAS- INTERLAYEW By KUNANAT AMtKl I . nac. 'PVB'-•KURARAY TROSIFOL® PVB INTERIAYEW SY KURARAYAMERICA, INC. 9}114' VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT S MAX. D.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND IT O.C. MAX. FORALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. —WIDTH MOW — Imo' WIDTH �{ Tr--- —1 -I- 1 -rr � Tr-- 1 1 I /� I I I I Imo( F—WIDTH 1I—WIDTH—{ MOTH --I WIDTH-H 1� 1 111 1� I-�—WIDTHS Imo- WIDTH —I I— WIDTH --I Imo- WDTH —1 1r_ _1 11 111� � 1 �I OI I G the TMHe. JR - D3H16/18- UPDATED .. VALUES AND SIZES FOR GLASS TYPES 5& 'r SERIES NAME CHANGE TO " 7720A FROM 720, ` �.�(31;1 LYNry,� �•,,, ��P C ?,: 'A `• !�; j ORs'.. ST TE F 'ONAL ENG. IHlllll lttt A. LYNN TILLER,PE. Window Design Pressure (+/-, psf) for Glass Type 1 Lan 56e To to T In 567/6 73 r 81 85 89 93 1 97 101 105 1 110-112 31 .680 0-60 I.N) H-00 +140 +/ O dA0 +1.80 +680 ./40 +/-80 m +/-80 +I-80 +/-so +1-80 +/AD H-80 +/-00 H-00 +1.80 +/A0 0A0 35 •/-80 H-re +/-W HAO MAO +/8 +/ED H-00 +I.W +/-798 +I.79A 07 +1-80 +I -re +1-80 H-00 +/.re +/-00 +IJ9.7 •1-77.2 +146.1 +1-734 H-T2.2 39 HAO 0-00 •1.80 +1-80 +/-00 +/.7&1 +/.75.2 H-025 +140.3 +1-60'5 4-66.3 41 ,/40 0-80 +I-80 .1495 H-77.2 +1-74.3 +1.713 0A'S +/-65.1 +/-0.4 Hfi1.0 �- 43 +/.00 H-80 +/m .I.77.4 H-74.3 +/-71.3 +I-682 N-Ml +1.61.6 +/.598 +458.2 F 45 +/.80 +140 +/-089 H45.4 H4Z1 +/.M9 H-65.6 N-62.2 +1.597 H-57.5 47 H-80 0-60 +/-72.2 H.M.6 H-70.1 +1.66.8 +1.63.5 H-60.3 +/-5]] F 49 H-BI H-79.3 H-75.6 +/-11.9 H4&3 +I6Me +/-61.5 +l SB2 51 +l-w +1-77.5 +1-74.1 +l-70.3 .1A6.7 +L63.1 +1-59J Y w 53 +/-49.1 N-75.6 +/-72.4 H-68.8 HE5A +I-61.5 4 55 +I-774 .1.738 .1-705 N417.3 +143.5 Y 57 +/-750 H-R HA86 Hfi5.3 59 H- 4.2 H-T0.3 +IA6.a 61 .1-72.7 H-6&T .l$5 63 +1-71.2 .1-W.1 65 +I49.] +/-65E Sr WAS ."a +1.6T t)TIP-TO-TIP DIMENSIONS SNOWN. FOR INTEGRAL FIN AND EQUALLEGWINUQM.SU ..I 1-Fnum Int IY-Iw n•uimtrvmury IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+I., psf) for Glass Type 3 Inn S4e. To In TP Or) 68.115 73 77 01 85 89 0 1 97 101 105 110.1a 31 -1 O •/-50 -140 •1.80 /.w ,/4p .IAO 1 .1-80 •I-80 H40 ./40 W +/-80 +680 H40 .1-BB +/.W ./AO +/-re +1.00 .1.80 +1410 +/40 u +IAO +/.80 .140 +1-80 •/-80 •I-00 +1A0 +1-80 +l-re .IAO +140 37 +IAU ..80 .140 +1-80 H-80 ./40 •1.80 +1-w ./40 H40 .140 39 +1-80 H-80 +140 +/-80 0-00 H-80 H-00 H-80 +1-T9A H-76A N-T4.3 41 .'-BB H-80 +140 .1.60 +/-80 +/AO +140 H46.7 +I-715 H-T0.9 H.69 5 43 H4D ./-01 +/40 +M0 ./-80 .140 +I.T] .413.1 0A9.6 ,1-66.9 -1.65.2 F 45 +140/-W +/40 .140 +/-60 •l-T7.B H-74.1 H903 .1-67S ,/.63.9 D 47 +140 +/-00 +140 +600 +1-79.2 aa5.4 +I-fl.T ,/4B.t H45A F 49 H40 +/-90 +140 +/-BI ,/.]].2 .143.3 -149.5 H45.8 51 +I40 •/-00 +/40 H-Te4 .1-75.3 H-71.3 +147.5 53 +140 ./.W +140 H-Tl.] ,1-73.5 .1-69.5 Y 55 .140 .1-80 +/-79.6 ./-TB Y 57 H.BO H-00 .A>7.5 .I-]3.8 59 .'-BB H 79.4 +/45.4 61 H-W H-Tl.6 H-T3.5 63 +I.80 H-75 0 65 +1.788 +/-74 6T H-T1.2 M718 .I-74A 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1-FROM THE TIP-TO.TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16-LAMINATED GLASS STACK .090' We INTERIAYER 3/i6-HEATSTRENGTHENEDGLASS 3116-ANNEALEDGLASS 4 11 Fla. Fr LONGSIDE GLASS BITE - a SHORT E%TERIOR SIDE L 20 13 GLASS TYPE 1 LONG SIDE �{ SHORT SIDE J{{_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1I16-NOM. GLASSSTACK I J Imo_ 7/16 GLASSSTACKED GLASS STACK VIS-HEAT L16'TEMPE4G�SSTRENGTHENEDHENED GLASS]/1ANNEALEDGLASS V PVBSHORTERLAYER SIDEBRE IDENG SIDEEXTER GLASS TYPE 3 j SHORT SIOE U.1 i m y ❑ p P SN zq alop O Q (J N u$S n N Z ? r o aI'd Z LL x Ulu um6p of a U a ❑ w H W C J 0 Mn O OZ W pa O N Q W m w o J Q I ® W ~ ILI VaVS re o Z 30 K W N Z 'a ❑ z w of 0 w z im X W c$ L. ❑ R an9 ozap syn5 TARLE 0' Window Design Pressure (+/-, psQ for Glass Typos 2 8 4 La Siae T mTi In 31 33 35 0.]IB +IRO N-BD a1-80 T3 N-80 r/-BO ,1.00 ]T N-BO N.BO +1-80 81 N-BO H-BO N.BO 85 ,IRO NRO NRO � •hW a/.W N-00 93 H-BO a/-fi0 N.BO 9! N-BD H-Bp +I-BO 101 a/-80 a/-BO +1R0 105 N-W N-00 N-EO 110.1I2 •I-90 NRO ,/-0D 113 N-80 N-Bp N-BO 11] H-80 a/.BD •/-BD 121 N-60 NRO ,/RD 125 H-00 al-BO +l-BD 129 +/-80 •LBO +IRO 133 N-00 ,/-W +IRO 13] H-80 H-80 161 N.60 ,IRO 10.5 a1-80 NRO 3] +/.80 NRO N-00 ♦/_6p NRO •AW +f-BO +/-BD a/-BO •I-80 NRO •/-00 *b60 N-B3 MBD al-BO 39 N-80 ,I-&] N-BO +1-00 •/RO N-W +1-90 N-60 •I.80 al-BO ./-� +/A3 Al HRO •/RD ,l-BD N-BD N-B0 +/RO ,L80 N-80 *M160 N-80 N-BD N-fi0 � 03 HRO N-BD N-Bo N-00 H.BO •/.Bp ,I-00 +600 +1.80 +l-BO N00 F d5 N.60 +1-00 +b80 NRD N.fiO NRD a1-60 +l-W +/-60 •L80 m .IRO +I.BD N-Bo +r-Bo ./-eo N.eo NaD a -BD ./-eo F a9 ,I-EO +I -BD +/-BO •/RO N-80 +l-BD +IRO •I-BO 51 N-BD N-Bo +/-BO +LBO N-60 HRD ,1-80 $ s, .LOD N.e0 +laD ./Ro ./-so N-Tse m 6s N.eD N-eD NRD .lae.e 59 +/-80 +/RO a1-80 63 66 +/-BO +/-80 •/-80 +/-60 6] +/-80 fi8-]/B a/.60 PRODUCEREVISED camPlyirygwiY, Yw Florida owlam9coao ,)sl 405" - azaDN NO CHANGES THIS SHEE W 7 Y ❑ > 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINETHEWINDOW SIZE. O V O 2) FOR SIZES N0T SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. ,n U) Q 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE WHICH THE OVEMLL DIMENSIONS COMPLETELY FIT WfPMIN. 0H oIW K N 0 G¢ w Z LL Z ❑ J u_D Lc iUi ep W 1—w p< U. ono 1.1116-N0M. TABLE DIMENSIONS MAY BE off ^ Z o GLASS STACK ]/tfi'LAMINATEO ORIENTED VERLLY AS LLY ORSHOWN. p Z rn O W ]/tfi"LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. S H J O GLASS STACK g 3/16- HEAT STRENGTHENED GLASS LONG .090'PVB INTERLAYER 3I16'TEMPERED GLASS 510E Q J116'HEIT 3116' HEAT STRENGTHENED GLASS r LONG SIDEF- T N W Iaau6 3116'HEAT STRENGTHENED GLA53 STRENGTHENED GLASS ]l16"AIRSPACE 090'PVB INTERIAYER 1 ® g Z a 11 IDE ' 5 t1 ' SHORT 1L SS.,, a O Z spa" a GLASS STE GLASS SITE EXTERIOR EXTERIOR �-� LONGSIOE �� IL ❑ W 2U 13 a si 27 13 m•/ osaD aauaS GLASS TYPE 2 GLASS TYPE 4 SHORT j� LONG SIDE SIDE ��11j1YLYN * ; No.58705 * . _I SHORT I_ the —^I SIDE 1— -)3 T h ILA :FIOR10N..: a ss/GINAL ENC, A LU MER, P.E. PEASBi06 TABLE 5: Window Oesign Pressure (41-, pap for Glans Type 5 sm. T . To 01) BC7/0 TJ T ]&Y4 81 e5 69 93 97 10, 105 on 116112 37 .W-139 .BN-12]5 •B�-IYI.S •RF121.7 ..1190 •9 IMS •6 "T' •9N.111 •W/.I CB.S .e .1m.3 • .19i.0 .B.Y.1048 .W-IG.s 39 IMAM1 RU.120 •9fV-IL.S .0341129 Kw-llt .90-In'S .BNdG.S *NAIM] •WLBB6 IM-97] Kd-..1 .W 948 •W.N1 fl •fradN.t .B]'-11].5 .By.10]J .NIg063 .B]'-0W •89'-IC0.5 .9MW.8 .BW-W.e .Po1.93 •/-09.8 .1.88 a-BE.S a -re 43 •NV-114A •B]'-le]5 .BY-102,5 •W-ICO.] .PoI.9&e .9&'A62 .BM.922 N-8&1 H-N. +-rH M-014 ./-09.4 ./-00.1 45 .W-108.] .pY-IMS .W-B8.8 •W-9).1 .801-M. •W-.I ./-e].3 -1." ./-81] H.]9 11.]].8 ./-]&1 .F]68 E 4] •W'IWA .W-W.B .9MA5,] 'M We RONA •F0r.5 .F83A •L81 R-Tae Ud6] ./B4] ./d2.7 •b]3 49 FR 61 RXI .W-08.1 .WA] .W-94.1 .WA2.0 .W-90.1 .MI ./-M2 ./A55 .L85] •/b43 .112 .L81,2 .F291 •1-]0,5 ./J8.3 Vd&1 H-}3.9 .LA.9 +141.2 '1-]1) •/-00.8 '14ne .1-556 HH,B M-05.9 9 S] .W.B5.3 .W�91.1 N-0].1 -1-MA •%813 •I-W •F]] •F]4,1 •/-]13 ./Ae.] p-055 •IM N.61.2 F 55 .W-V1.6 .I.W3 ./L.3 .I.02.B U-81.4 ./.]&1 ./-]4.8 ./-]IB H-091 .1$04 N$19 ./-01.8 ./-013 57 5B •I-0B.0 1"., 0-853 LL028 *I -Me .F797 ./-WB HdBA •L)9 Hd50 .RBY . ./43 H-71A 4-BB0 ./-e&B ./�➢ ./-040 H44.1 .1422 4-01.B •/$0.3 U{0.1 61 W H-ino N-02.5 NR98 ./d5B ./.D.e ./A48 .1452 .N33 .I-74.6 ./dt• H-0tl NEBA .10 N-055 ./$5.9 a829 ./$28 H-eQ. ./A0.8 05 •/-00.] ./-T] ./-]]e H422 •1-]94 -F8T3 •1$4 •142 W W% Nd53 N-21.] .F]02 ./b0A N$43 Hfi2A M-In H-]],9 .F]3e .l.]0 .lA&5 HMe .463.3 .1-.11 ]e •/-]0.0 ./402 ./{8.5 µfi40 .L020 MWS ]]I R-]B 1 1/L9.5 1 41 2 1 Hdl B 7e-v4 .6BBs 1 ./$4.e I •t(le I .m. 11 IIY-I LL I IF YIMtNbl V Nb SXUWN. FUR IN I EUNML FIN ANU EQUAL LED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SEE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOM, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLES' Window Design Pressure (4/., pap for Glass Type? L000 Go, 0, ]5Y4 01 1 M 08 Po 97 1 101 US 109 t10.1 f2 51 .W-13B •er-Do 1901 •W.13B •W-I50 .W.I50 •W.I30 •10-150 .W.no •001.139 •W-130 •W-130 •W.130 ID •W.I30 •W.IW •W-130 •W-130 .W'I3o .W-Im .9N.1w •W-130 •10-130 •W-13o •90'-IM III •W-130 -1a •W130 •W-130 .W.IM .90FIm •W-10 *.-IN *M-IM .WI3 .W.IW .11.Bfi1.,1 A •W-1a .W-IW W W W •W-130 •W-130.3W•W-1226 •W-101 . .!Mml l .I .W'1110. •W-n0 .W Do •W-M4 . •W.IZS .W.1254 RI .W-t8I .W-1149 .W-H25 RN-110.4 •w.1We0063 445991 •W-130 .W.128,3 •W-121,2 •W-15B .W1154 NFH38 .W-1105 •W-1%$ RAFIMm9 9N-1013 +901 ] +90 43 •W429.3 •WAM,S .W-1158 ler-108 •W.1114 •W-1W.5 •W-1.2 •W-0W6 •901.97 OV-900 .W-92 B •-8ne 45 •2 •W.1158 .W-118 •W4(el .. •W-10]3 •W.1028 . •9N3] .--9 •--92] •Po-Po1 •/47.9 .8N54 41 W.H. W-1127 •--108.1 •--1061 1W-W5 •W444 .0-915 11.897 .1.1 •--...4 .-$I3 .--114R •-.109.8 •W-I... •W-IM7 •W-IW .N95.3 .-91.8 ./05] .$ 4M/03.5 .Bd-61 •l-T.B 51 jv�{�jI .W.110.0 .W-1013.BM-101.0 16 •W-Mg .90�927 .., •F883 .te& +NFO2 4NI5 -]9 •/.745 M •W-IM.] •-.1@9 .--08,] W .--94.1 W-104 •Id •NI.83.7 •W/-00e N-P,] 4.]49 H-]14 5 •W-f04,8 .--No +"I'll .W9] .-919 •148,3 •0N-4e •BN-01.3 •/-]e1 -IJIi1 •/-R$ Nd.d 5] •901-101.5 •W W-92.5 •W.H •.I'S •001ffi4 H-]09 •I.T58 •/-725 ..1+1-� N$99 .d29 59 .--Po.S .W-Bi5 •/-90 ./-NLS •ew.89.6 ..-Me •I... ./-Ter •/-".3 ./-703 .IA9.2 61 •W.05.6 .WA1.3 .aev .-.83z .fia.05.3 •W-01 ./.n.9 ./a4s ./.]t ./-0aT W I•9b-92.3 R-BHI •e01-14.3 •W-027 •BN.807 µ".3 85 .BN.BI.3 •/-HT +MFID.3 •m-en .1n. ./-T8.1 M-R0 •4]0 8] •/29.J •W$5 •BN-51 1494 H-TT.3 4-T3] •I-]05 84]re .W-8f2 •/-T8.1 •an4 +112 .1-Ho... ]J .W-&Ts ./-]8.4 .1.]5I 1-.2 .1-71 7&v4 .r 74 1 11.732 1 •I$eD .b&a 1) I IF-IQ-IW UIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT,' FROM THETIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINETHE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVAIIABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SME INTHE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16'LAMINATED GLASS STACK EXTERIOR a 5I8' GLASS SITE GLASS TYPE 5 ff GSIOE SHORTI SIDE Imo- LONG SIDE SHORT SIDE L ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-11HY NOM. GLASS STACK ��I LASS d GLASS STACK GSTACK f 3/16' TEMPERED GLASS 3/16-ANNEALEDGIASS 3116 1,15 Fn G1A55 ]/16'AIR SPACE .090-SG INTERLAYER SHORT _ SIDE 5 5S G ASS BI E 2 ONG 0 SIDE SIDE E% ERIOR a 5T 27 ,3 GLASS TYPE 7 1 SHORT SIDE JR- XLfI&IS- UPDATED .. VALUES AND SIZES. ILI Y N r r 0 Z also o a - O m O' N W � n p LL O ni Zal J ❑ W UUd o 1,u LLZ y i 6 _ 5 9/•16 0 W .-. L7 Z w O JJJQ J Q O 0 Q � ® 0 W rz st W Q Z Ki. D' o 3 z ¢ U ❑ W X LD WE$ IL ❑ R A Window Design Pressure (+/-, psp for Glass Types 6 & 8 Loni Slop. Tip Is Tip in 68-718 73 1 n T W4 81 85 89 0 97 101 105 109 110.112 113 117 121 125 129 137 145 31 ,901-IW +m-m r9W-130 +90/-130 a9W-130 +901430 +9W-In a9W-130 .W-IM +m-Im .9W-130 +9d-130 +9b-1W a9W-1W +9d-1W +9b-130 130 +9d-In a9d-1W +9d-fW 33 +9M-130 +96'-130 +9d-130 +901-130 +801-130 +901.130 +90.'-130 +901-1]0 a9d-130 +90/-130 a901-130 a9d-1]0 +90'-130 +80/-130 +9d-130J+mllo 0 +9d-130 a9d.1]!1 +9d-130 +90'-130 35 a9W-130 +9d-1W a9W-130 +901-130 .9W430 .9W-130 +9W-130 .9d-1W +9d-130 +9W-130 +904130 +90'-130 +901.130 +I)WAN +901-In0 +SY-111 +901-130 +Bd-110 +8b-110 37 +9W-130 +9d-1W +9d-130 +W1-130 +901-130 +9d-130 +9b-130 ,901.130 +90'-130 +90/-130 +9d-130 +9d-1]0 +SGI +901-130 +9d-1300 +9d-130 +9d-130 +8d-110 +Bb-110 39 a9W-130 +97-130 aM-13D +W/.130 +9W-130 +9W-130 +9W-130 +9d-130 .9d-130 .9d-130 *W-130 +9d-IM +9d-13D +9d-In +9d-130M +8d-110 +001-110 +Bd-110 +801.11D 41 a9d-130 +901-130 +9d-130 +9N-130 +9d-130 +9d-130 +9b-130 +W-130 +90'-130� +9d-130 +9d-130 +9d-130 +9d-130 a9014W +8d-11010 +Bd-110 +801-110 .Bd-110 +BW-110 43 +901AW +9N430 .9d-13B +901-130 .9W-130 +9d-IW +9W-130 +9W-130 .9Wd30 +9W-130 +901-130 +901.130 +9d-130 +BW-110 +801.11010 +8W-110 +BW410 .901.11D +Bd-1f0 45 +901-130 +501.130 +9W-130 +9W-130 +W-130 +9W-130 +9W-130 +9b-IM +9d-130 +9N-130 +9b-130 +Bd-110 +80%110 +801.110 +8d-11010 +Bb-110 +8W-110 +Bd-1104T +901-130 +901-1W +90 1W +9d-130 +901-130 +9b-130 +9d-ln +9W-130 +90'-in +901.130 +BW-110 +801-110 +8W-110 +BO1.110 +BW-11010 +0d-110 r8W-110 49 +90'-130 +9d-13D +9d-130 +901AW +900m +9d-In +9d-130 +9d-130 +801-130 +Bd-110 +801-110 +8d-1f0 +8d-110 +BW-f10 +Bd-1100 +Bd-1151 +W-130 +W-130 +9W-130 +901-130 +9D1.130 +9d-130 +9W-130 +Bb-110 +Bd-110 +BW-0f0 r8d-110 +Bd-llo +Bd-110 +Bd-1100 F Sl r9W-1W a9d-1W +9d-030 +901-130 +9W-1W +90l-130 .BB.BI-128.1 +W-128. .Bd-110 +BbdtO +8b-110 +Bb-I10 +Bd410 +BW.110 +BW-110 +Bd-110 53 +gW-1W +9d-1W +9d-030 +901430 a9W-130 +Beal-1201 aBW-tID +B0'-110 .8b-11D +80'-110 .8W-110 +Bd-110 +ed410 +8D/-1f0 57 +901.130 +901-130 +9d-130 +9W-130 +8941-129 +Bd-110 +Bd-110 +WWip +8W-110 +60/-110 +M-110 +601-110 59 .90/-1W +9W-1W1 +9W-130 89.51-129.1 +BW-110 a801-110 +BW-110 +80/410 +87-110 +W1-110 +806110 61 +9W.130 +9Wd30 N.W-129. +801-0i0 +BW-110 +SW-110 +8W -110 +-110 BW +BW-110 r8W-110 W ,9W-130 +9N-130 .8d.110 .0W-110 +801-110 .8W-110 .E01-110 +BOb11a +Bd-110 65 +901-130 +90f430 +801-110 +BW-110 +m-lIo +BW-110 .M-110 .Bd-010 67 +9W-130 +001-110 +am-110 +aw-110 +801-110 +BW-tID H".110 68-718 .Bb-130 +80'-110 +801-110 +80`410 +801-110 +SW-110 +W1-110 73 .8QI HIV-110 +BW-110 +801.110 +BW-110 r8W-110 n +8DI410 +801-110 +OW-110 +BW-110 7834 +801-110 +8W-110 I +801.110 +BW-110 U Ir-Iwurmmcmalpna anwvn. rvncwUu rvinuorva, a.. I ry l I I rn.m inc ur-,�-nrplmcrva�n in n[Ino�c wuc,c 2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WDHIN. 1-IN6"NOM, 7/16" IAMINATED GLASS STACK ._.J T/16' LAMINATED GLASS STACK GLASS STACK .NO' SO INTERLAYER 3/16"TEMPERED GLASS 3116'HEAT STRENGTHENEDGLASS 3/16"HEAT LI6"HEAT STRENGTHENED GLAS 311V HEAT STRENGTHENED GLASS STRENGTHENEDGLASS T/16'AIR SPACE .090"SGINTERIAYER q 5 5S6' IR 5,6" GLASS BITE I I GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE T ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, LONG SIDE Imo— LONG SIDE d 1 SHORT Fr A 1 SIDE L _ TSHORT I _ I SIDE I -1—� LONG SIDE SHORT SIDE N JL y LONG SIDE 1 SHORT BIDE JR-03/1E016-UPDATED , .. VALUES AND SIZES. W Y O 1 K a"atl p o v N 0 0 ON _ W W K N 0 Z LL Lu J 4B u.oiD oa UUd op Ul O FW- Z y 7 'oN W a DMO O Z T O O Y O 0 F W LL D $ Q W DO W O N laa4 p Ln Z Q Ul O SZ S Z w UJ UJ CO c O X W $ CEN �-: No. 58705 O iQ I !L �0 ''. S AT`Z�OF (O T . A LYNN MILLER, P.E. P.EP58T05 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EDGE DISTANCE EXTERIOR BUUCKCK HEIGHT TIPHEIGHT INDOW WINDOW .TI I VISIBLE II LIGHT HEX HT WINDOW BUCK HEIGHT- 2-Y4' MMENTl , INSTALLATION — EDGE � DISTANCE TYPE B VERTICAL SECTION B-B TYP.ANCHORTYPE, EMBEDMENT AND EDGE EMBED� ENT T— ] r EDGE DISTANCE DMAX SHIM URAL 11-T18• CONCRETECMU PERANCHOR REQUIREMENT INSTALLATION METHOD D INSTALLATION TYPE C — EMBEDMENT 114•MAX SHIM 1/T MAX SHIM EXTERIOR STEEL SELF-G TABL E SMS (G%). BEE TABLE B, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 8,THIS SHEET lX W000 SEE NOTE 2, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLE8,714ISSHEET EXTERIOR \ VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH -2-Y4• WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION TYPE B CKSTRIP, EMBEDMENT IS SHEET EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT AncSN Subsbab '� MR Enbedrrenl p�m 012 ar 44410 SS Screw SOWern R. (SGDW WIT t-N8' 1T M num. EO63.75 non Sir 0083• IT A35 Ste l YB• DOSS • 1T Seel SW tr. ST mry YW 0.045' 18 Ga • 1T P12or C14SLNScrww(GS) SMM1ern Pine S 0.55 SI18• 1.WT 1T AYmn BBSJ-TS W. 3R' 0.053•• IT AX stel Sir O.OW" 1T Seel Sedtr33MA, Sir 0.G45"18 Ge- 1T VVOOSSCret FkK .IwiC ASTM Co)2-11T 14/4' 1T Concrete In, 3.35 W) 1' I.W. IT 1/4'SW Uirawn Concee min.2.85 Lsi 1" 13'4• 12' Nmn nvn.2.85W 2-1/T 1-Y8' 1T Un roved CMU AB 90 2-lZ 1-1/4• 1T WIVSRelmtr n Concrebmn. S5 ks1 1-1/v 13r4' 1T w TM 2-1/T 1-Y4' 1T rtl4• MAX SHIM •UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED LMEI APPLICATIONS. 1 ALL HEAD TYPES APPUCABLE. 1X WOOD BUCKSTRIP. INSTALLATION NOTES SEE NOTE 2, THIS SHEEP 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND CONCRETE PER EDGE DISTANCE LIMITS. ANCHOR 2.WOOD KNESSI LESS TCTEDONTHISSHEETASKSAREOPTIOSWHOSE TOTAL r REQUIREMENT THICKNESSES LESS THANE SOLI XWOOD BU MOD OPTIONAL DEPICTED CAN ' INSTALLED DIRECTLY TREATERCONCRETE . W000 BUCKS STRATEOF '2X'DBARE 1OUTOWICK BE NGREATERBNBTHERS OR TO WESUBSTRATEOF WOOD BUCKS VI G ENGINEERED BY OTHERS OR AS APPROVED BY 3MENT AUTHORITY HAVING JURISDICTION. THISSHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA"PLIES TO WHOLE BYSTEM. E4edel Mn Fr Mn. F. Steel Screw 82 MI inn 4103crew mw 11ow EIw UIr.0 mD low 177Ioi 410 SS Ek CrebFle& IVA W 189.7 W 60BYT5 Wumnwn Isw 22w ASS Seel IS 5BIm1 Gr. 33 Steel SW nw 4s I I NO CHANGES THIS SHEE IL O w Y u p 2- o P •wa y o CAN z O w JO LL oo ^ w°•O Z e 2LaggILL .J 006 o ❑ Li2 O N rna oZV p S O J 6 Z O m ® at r j ? f 3 .was J F ~ Z O ❑ N .. Z 0 SZS S W x LD 3�� 1\tl111111/// LYNN i P * ; No.58705 t,k 0•. ST TEF 4Q� A LYNN MILLER. RE. PEISBN% TYP.ANCHORTYPE, INSTALLATION INSTALLATION DOD BUCKSTRIP EWE EMBEOMENTANDEDGE DISTANCEPER SUBSTRATE, TYPE TYPE ,R FRAMING, SEE OISTANOE SEE TABLE 9, THIS SHEEP EMBEDMENT IS 2, THIS SHEET IX WOO. SHEETTRIP, EMBEDMENT BEE NOTE 2, THIS SHEET THIS INSTALLATION I L ---� 114 SH MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTANO .. TYPE E EMBEDMENT EDGE DISTANCE PER SUBSTRATE. EDGE 6 SEE TABLE 9, THIS SHEET DISTANCE EDGE DISTANCE �1/4'MAX 2 2 SHIM USEDFORALL SIDES OF •• 11 ARCHITECTURAL 3O.C'MAX' EXTERIOR EXTERIORSHAPES @ 11.]/B• , • - CONCRETE/CMU 4 11 I VISIBLEUGHTWIDTH- 5 WWINDOWBUCKWIDTH-2.3•- ' PERANCHOR REQUIREMENT WINDOW BUCK WIDTH �{ LMNDOw HORIZONTAL SECTION C-C CONCRETE/CMU BUCK INSTALLATION PERANCHOR HEIGHT � TYPE H REQUIREMENT 114- MAX. SHIM VISIBLE LIGHT HEIGHT= g WINDOW BULK HEIGHT- EXTERIOR 2-WV STS(G5). SEE TABLNG E a IGS),SEE TABLE ILT 9, THIS SHEET MMMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET - 21 AncM SWsbale Mn. Edge Mn Eirtedrent M O.C. 612.914410SSSu SWMHII Pine SG� Y16' 1-Y8• 1T A?uriIItIm 6053115 mn. YB• 005T2 1T A365 wr O' 8 - 1T SMNS4tl Dr. ' . 3'B• O.D'S• 18Ge ' 1T 912aIH4SMel Sclew(GS) SO . Piro SG0.55 Y16• 1. w IT nhXHn fi051TS rtin. A%SLL wr 3B' D.O6T• RDIW. tT 1T I SW G,. M On w 0.045' 18 Ga 17 1/P410SSCraeFlex � CMLtASiM G90 2-1? 14W 1T Cancmte Bnin. 3.M Mi 1• I.X'I' 1T 1/4'SW LWacon 1CPncreM LenneM Inin 285W 1• I-Y4• IT ain. 2MB 1.3IB" 1T routtl MJ ASTM G90 NT- 2-1/2' I.1/4' 1T YiS Seel UMecon Cmre mm 36 MB 1 1-1/4• 1 1-3/4' I IT G,w CMU ASTMG 2-1fY 11 1.31P I IT -ZrG UTED CMU'VALUERMAYBE USEDFOR GROUTED C M U APPLICATIONS. ALL HEAD T YPES APPLICABLE. 1 IN$TALLATIQN NOTES: WOOD BUCKS TRIP, 1.USEONLYANCHORSLISTEDONTHISSHEET.FOLLOWEMBEDMENTANO ENOTE2, THISSHEET EDGE DISTANCE LIMITS. 2.WOODBUCKSDEPICTEDONTHISSHEETAS'1X',AREBULKSWHOSETOTALCONCRETEPER THICKNESS IS LESS THPN I-12'. 1X WOOD BUCKSARE OPTIONAL IF UNRCAN EMBEDMENTANCHOR M BEINSTALLEDDIRECTLYTOSOUDCONCRETE. MODBUOKSDEPICTEDAS REQUIREMEM 2X'ARE 1-12THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. INSTALLATION TVPEF ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE DGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. MSIRnw Mim FY Mrt F„ Segel Serew 92IBi 120 Mi 410 Screw 90 Mi 1101¢i Eko UlbmCDr149 155 Mi 177MI 410 SS Eko � 127.4 Xai 189.] MI M0 TS AlurHmm 16 Mi 22 Mi A2IB Seel 38 MI 58 Mi Gr. 33 Seel Setl 331a1 45 MI NO CHANGES THIS SHEE' e >P° O O N i V O N p J o i„ z �e d LL Z I r LU W >uN `L UUd ue O J N 9ma w [0 oz =O ~ 3 = o O J f4 r, ® y Z j '45 c F N O Z Z 'a Z w _ - O J f x J O W FLL D #, :J nNo.58705 •; TYP. ANCHORTYPE, EMBEDMENTAND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT WSIBLE LIGHT 23C M WOOD BUCKSTRIP ING, SEE HIS SHEET EDGE DISTANCE GE *NOTE STANCE MA% SHIM SHI 3 EMBEDMENT FORALL OF L-S @ 11-AL :S 11-]18" W%. INSTALLATION TYPE EXTERIOR a SMS (GS), SEEI 10. THIS SHEET MIAMI-DADEAPPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET a WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 11/4'MAX SHIM INSTALLATION TYPE EDGE DISTANCE TYP. ANCHORTYPE. EMBEDMENT AND EDGE DISTANCE VERTICAL SECTION F-F 1/4- MAX. SHIM FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 14(FYB INSTALLATION T7PEJ INTERLAYER), NOT TO BE USED WITH TYPE IC GLASS TYPES Sa, (SG INTERIAYER). 1� 1/4"MAX EDGE DISTANCE SHIM 1XWOODBUCKSTRIP MMOD BUCKSTRIP a OR FRAMING, SEE OR NOTE 2�SSHEEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE. /1 SEE TABLE 10. THIS SHEET I_ VI6IBLELIGNT v _I 15)� WINDOW BUCK WIDTH -2.3M WI NDOW BUCK WIDTH WIDTH HORIZONTAL SECTION E-E EXTEETRTIO '/ EMBEDMENT R NO CHANGES THIS SHEE, W n Y ❑ . .aa o a w O m O LL S Z Z Zi S ° ❑ UV d oa W ❑ FW- Z a i s 5 L7 'ox Om0 Anchor Substrate Min. Edge Distance Max. O.C. 5 cin 2-712" x .113' Box Nail Southem Pine SG-0.55 57 5" 2-1/2"x.131" Gammon Nail Southern Pine SG-0.55 2-12" x.14Y Roofing Nail Southern Pine SG=0.55 410x1" Steel Screw(GS)" Southern Pine SG0.55 0.093"Alumnu 6063-T5 rein. 1/16" A36 Steel 0.045' 18 Gx Steel SNtl Gr. 33 S116" 5" INSTALLATONNOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET: FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. FORATTACHMENT TO METAL: THE STRUCNRAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. MENT 3, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER THIS SHEET WINDOWOR MULLION NOAAPPLIES TO WHOLE SYSTEM. oZm 2 ZO LL m 91 ®s z z O o Z Z LLO Z S r I w O ❑ Z c$n_ LL LL R Mete6M Mn. Fr Mn. F, SteMScrew 92k9 IMW fio61T�AM111. 16 k9 22 k9 AM SRel 36W SS k9 Be. 335teel sui 33 k9 45 k9 Y LYNN i N\CENSF M * No. 58705 ;Pp SEAT OFi[/�� iiFS tJG ` ]S10NA1- `" A LYNN MILLER. P.E. EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE -� NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT• WINDOW BUCK HEIGHT- 2a1P'L� INSTALLATION TYPE N EMBED SEE TABLE 11. THIS SHEET Q EMBEDMENT MAX SHIM SIDESOF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-'Ae" O.C. MAX. T INSTALLATION E it MIAMI-DADEAPPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE I I.THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 14 (PVB INSTALLATION TYPE M INTERIAYER), NOTTO BE USED WITH INSTALLATION EMBEDMENT GLASS ttPE55-S, (SG INTERLAYER). TYPEN EMBEDMENT 1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE O 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET 6 3 " O EDGE DISTANCE H CONCRIMICMU _ VISIBLE 6 PER ANCHOR REQUIREMENT 1l4' OWBULIGHT KWDTITH= VJIWINDOW BUCK WIDTH-2J1� III WINDOWBUCKWIDTI EXTERIOR SHIM HORIZONTAL SECTION G-G Anchor Substrate Mr. stEdge Min. ETDedmeM t� O.C. cing #12 or #14 410 SS Screw Soolhem Pine SG=D.55 9/16' 1-318" 6.2" Aluminum 6063-T5 min. 3/8" 0MY - 6.2" A36 SIee1 318" 0.068"' 6.2' 33 'n, 3/6' 0.045' 18 Ga ' 6.2" #12 or#14 Sled Screw(G5) Soumn Pine SC=O. 9/16" 1-3/6' 6.2' AlUlmnum 6063-T5 min. A38 Steel 319, 319, 0.D83"" 0.083"' 6.Y 6.2" Steel S Gr. Tin, 316" 0.G45" 18 Go ' 6.2" 1/4" 410 SS CreteFlez ungroueo CMU ASTM G90 2-1/2' 1-1/4" 115' Concrete min. 3.35 Lai 1" 1-3/4" 11.6" 1/4' Steel Ultracon Concrete Iron. 2.85 ksi 1" 1-314" 11.6" Concrete (Tin. 2.85 ksi 2-1/2" 1318" 11.6' routed CMU ASTM G90 2-1/2' 918'Steel llltracon COMrete Inin. 3.5 ksi 1-1/4' Grouted CIVIL, ASTM G90 2-1/2" 1-314" 11.6" �114'MA%SHIM 1X WO OD BUCKSTRIP, 'MIN.OF3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. ALL HEAD TYPES APPLICABLE. • INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMBS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X'. ARE BUCKS WHOSETOTAL THICKNESS IS LESS THAN I-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X'ARE CONCRETEJCMU 1-I2' WICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PERANCHOR EDGE APPROVEDBYAUTHORITYHAVINGJURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE PULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. W.Hal Mrt F. Mn F. 6bal u- mw IMW 4tO5crvx ww 110IUI Eeo DtraCalb 1$ ,Ir 410 SS Elto CMWF60 U1 t 1�.]M A965kN ww Mw G. }9smelsM J3 Fv 41.1 W > - n a' Y 0 ❑ ,aa Q P 0 LD N O 09 °100 O w O�� C) Z ILL u Z "a u.ap e Z W w UUo 0 ,� O FW-Zv �7 U 0 C) 'ON Mp o j p ro Z c Z m o O_ ~ O Q o) ®$ z O O 3� w z <' z 0 rc U ❑ W X % Z r 3 IL IL O. +llu 'a:ap sagas nlglj "1pn LICENSe ' No. 58I05 ': �.rq lllltt.. A LYNN MILLER, PE. ItoNm PGT Pon Description Materiel 1 4253C Flanged Flame Alum. 6063-T5 2 4285 Equal4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-75 4 4255 7116" Lama. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 61, 4224 Installation Fastener Cover for Cunes Rigid PVC 8 1 4267 7/16' Land. Glass Beading br Curves Alum. 6063-75 9 4269 I.G. Beading for Cures Alum. 6063-T5 10 70589C Gasket (at 90P comerjoints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Cum. 65+/-1 12 6130BK Foam Beading Tape 13 Dow 791. 899. 995 crGE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116' x 7MS' x 4" Neoprene, Duo. 85+/-1 21 71704AK Setting Block, I.G. W16' x 1-3/32' x e Neoprene, Dum. 85 29 76XI14FP 06 x 1-1/4' FH SMS (Cured Beading) Stainless Steel 30 781PQX #8 x 1' Quad PH EMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TIPS See this Sheet for Materials 76 Quanex Super Spacer nXF 77 Quanex Duraseal Spacer Cardinal XL Edge Spacer ALLCORNERSTO USE GASKET ANDIORSENANT SO -CORNER FRAMEASSEMBLY ExTERIOR 2i84' .074• .9sr LWS' oor 438' .500' rv{� A50"601 (DFLANGEFRAME 094. 2]841Lr 094' �—.-11-� 1.375' 1 ,074• r .061' 1.]IS"1 .W4' �� .06: .500' s3r8' 1L500' 4]B' I -4` osmm.a.- 1 l r �..--. .)5a..a� 1.13s• .B7r OEDUAL-LEG FRAME i J— OFIN FRAME 1 hf-- ]d6' 1.03T r 875' .875• R + —��I V DSO• 0�i .05 OGIIAS BEADING OBIEADING .GLASS 6a F"ASTE ER COVER HOT -MELT SILICONE BUM STRUCNFAL POLY150. 1l4'NOST W16' BUTYLENE'MT11 STRUCTURAL DESICCANT SILICONE FOAM W H EXT. GLASS DESICCANT EXT.:. INr. GLASS WT.G NODISPACE SUPER SPACER' 75 4SGTPS SWT^ L-LEGFRAME FRAME R EXTERIOR b (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALL CORNERS ALL CORNERS TO USE GASKET ANDIOR SEALANT LII.9�70' .M- L Ly'-�— .875' II II��`ay� .875' II II I-� .asp' UI� O7116-LAMI GLASS BEADING I.G GLASS O BEADING FORCUMSS FORCURVES ALUMINUM pOLYI50BUTYLENE DESICCANTFILL REINFORCEMEM SEAL SI16•NOM. NOM 5/16'NOM. SILICONE BUMS SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL M. GLASS EXT. GLASS INi. GLLSS INT. GLASS LASS ODUWEAC OXL EDGE >7 SPACER J8 SPACER ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAMEASSEMBLY EXTERIOR b (SHOWN) OR CORNER KEYSAT SCREW BOSSES. SEALANTATALL CORNERS W M 2 ❑ .N > a P a1c0 O LD N g Q O O W JO ' n o a Z W ^� Z J Ea '.oq fie W UUd o'- 3 F Z Q s Q C7 'oN 9M0 W o = o O K 5 J LO] o O Z Ia vs O $ N Z to Z om ~ a' 0 Z F O XC uUU Xi e O S W m a N1 vsaa noa5 SCANNED BY St. Lucie co,,,t Y MIAM4DADE p REVIEWED FORAM UNTY m CODE CO��Q PLId�1NO&DUCTM ONTROLSEOCTION DEPART74ENT OF Pf BOARD AND CODE ADbIINISTORY RATION DIVI Street, Room 208 I�'1 0 ECON I fla 6sbNT 786) 3 /5-2590 5 SW 6 F (786) 315-2599 NOTICE OF ACCEPTANCE (N I www.miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 JUL 1`8 2019 SCOPE: I ar M.- This NOA is being issued under the applica a ru es' an regu a ions 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 (AHD). 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. PER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. NOA No. 17-0630.01 MIAMI-DADE COUNTY Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300RR titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t1, Edition (2014) and with FBC 6", Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS' 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE MULTIPLE MUWONS 1: j�OPEfON]W0MG4W / ' {III VERIIGLL ANLL�- 1 S�DETA'IS ADGx ENEEf93H }1�I ii III GEEDeVIIS II / 1FFHittYllh++ /" vEm. G SEE' FEw Pa 0E 0 /III um WY eYP lil I xaavnxiK �sEB DEruLs Ao.oN: 5HEE15 $d ]X NCPR MULL IENGTX ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: T-� Lp,=QIHI— III y P"`P NULL y y „0 y j N L SINGLEMUON WSINGLE MUWON `15 sE cDItRE3PON0wG BEArts FRDMfIGURE 1P90VE WOES/STANDARDS USED: .201T FLORIDA BUILDING CODE (FBC), GTH EDITION .2014 FLORDA BUILDING CODE (RIC), ETH EDITION .ANSYAI NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADMZ H5 .AISI S100-12 .AISC 36D10 GENERALNOTES: ONLY.ANCHORS EVALUATED SYAN E MUST BE ANCHORED REQUIRED IF USED, ANPG.To.S 2) WE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS IN CC,o,oMGE HAYS BEEN TESTED AS -FREE-FLOATING• AND 00 NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION WPS. BUT SHALL NOT HoWA GAP OF MORE THAN 11V FROM THE CLIP. j—HOPIL INLLIENGM� MULTIPLE MULLIONS 3) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDI- DS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS AREC,LCULATED TO DEFLECT NO MORE THAN.UISO. THE M STRESS PNCRFAGE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.fi LOAD DURATION FACTOR WA3 USED FOR THE EVALUATION OF WOOD SCREWS 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESF DNSIBILRY OF OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY MO AOIACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR WE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 2A FOR MULTIPLE UNITS, CONSIDER ONLYTWO ADJACENT UNITSAT I WHET USING THE DESIGN PRESSUREAND ANCHORAGETPBLES.T1ElOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON WETASIE(S] T) ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCXS BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIRED TO PREVENT REACTIONS. B) REFERENCE TEST REPORTS: FTL4N449; FLW ULTRACOWAGGRE-GATOR NOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING WOE, AND AREAPPROVED FOR IMPACT AND NONHMPACT APPUCGIT%JNS. MULLONSARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITm PROVIDED THAT WE SPAN AND OPENING IN DMI-EIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOX INSTRUCTIONS: I) OETERMINVWE DESIGN PRESSURE REQUIREMENT (1-13PI FOR THE OPENING USING THE ASCE.T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET M TO DETERMINE IF THE WIND LOADING IS-RECTANGULA V OR TWANGUTARRMPEZOIDAL'. 4) FI THE MEET OR SHEETS 5 GFNEMLNOfES_... ...__.1 ELEVATCTIONS...._....... _1 ELEVATIONS.._.-......_.............1 MULLT02E D.. WOO..._ .. ........ MBLLT01%d M450NRY_..._.._ 2 IWTPTIONNOTES...___._.3 MULLT3 MULLTOWSONRY . _3 MI&LTOSTEFIBND—.3 s ALTENUTATE CLIP3._..__C BAYMULL TICS-_.._4 i %3 %.125 MULL IQU-S S PEDS_._.6 LLSPECS 11112X52XT5l X.MLLLSPEL_.-6....7 1%3]O%.66MLSP6M...... X.5W MULLLsp55 lX4X.1MULLP _.d0 X4X.3MU6E.LLS-.131 X4%]MTM6PECS._ 1X3X.lo,LLSP __13 ,X3X.SNWSPW_-I5 126X MULLSPECS_-13 2X4%MMU-SPE_ 16 128XP.11%.135 MsP P ..5...16 30' X 336 BAY MU LL 6PECS...._ 19 5) FROM THESAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED "Si. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FULLMU W ON CAPACITY. 6) FROM THEANCHOR CAPACTIYRES) TABLE OVTHE SAME SHEETAND USING YOURACRULSIIBSTRATECONDITION(MULTIPLE ANCHOR/SUESTRATEANCHORL PPATTEMWYAPPLY) SELECTANANCHORCLPPATT� MDVEWFYTHATTHEREQUIREOANCHOR CAPACTIYISMET. 7)IFTHEMULLIONCAPACITY(LBS'E OBTAINEDINTHETABLEISHIGHERTHANTHEDESIGNPRESSUREpESIGNPRESSUREREOUIRWENT(WS1FP1 FORTHE OPENING, YOU MAY WETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA• TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE GAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (UBSIFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY ILBSIFFI OBTAINED FOR THE MULLON SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION PRDOUCTASSEABLY. S)HIGHLIGH70PTIONUSEDANDTABLEVALUESUSEDINASPECIFICAPPLI MNWHENUSINGTHISNOATOAPPLYFORAPE .. PRODUCT REVISED plyieg w'n 1Ne Flo]Ma Noi"o fC.oPBE xoA-xo. 17.0630.07 AI* FL No. W705 DETAIL& MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) bl II STANONll) CIII. Wcnna"s 4 4: EXTERIOR 4 uCILSI 7,d R�ATIACINEM SIDE VIEW FRONT VIEW INSTALLATION NOTES: I) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON ME ANCHOR TO ANCHOR DISTANCE, ME CDRRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO METABI.ES ON ME FOLLOWING SHEETS. FOR DETAILSA-D, SMIUR THE STANDARD OR OFFSET CUP MAY BE USED- 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXKEAD OR FLATHEAD, 4) WOOD BUCKS ARE OPTIONAL, SEE DUAL. C. SHEET 3. 5) FOR MASONRY APPLICATIONS W MIAMWADE COUNTY, USE ONLY MIAM'AMlm COUNTY APPROVED ELCo ULTRACON OR mco lir B.G. AGGREGATOR MASONRY ANC-CRS, DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SIDEVIEW NSTw.Eooy TV..QHXn PRODUCT REVISED 17-0630.01 E+plmtlon Da"512612021 BY oyi 14?12IKSIC.NCNEfEMCIU FRONT VIEW * :: No. sm X LYUK MaER, P.E. FL REA 0705 DETAIL E: --t .RSMvi MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO NuuIDN (U-CUP) MASONRY STRUCTURE 1) MAY BE INETAL.FD IN TEP OR 'CROSS" (STANDARD CLIP SHOWN) wTERSEcnONS. s S v Es 2) MAY BE INSTALLED HORQONTP:LY '6_X (SHOWN)ORVERTICALLY. m I N pnNH]TxE i wsµvemxnne, 3)SEE U-cup DRAWINGS, SHEET521-M - s }U SMXpxO I SFFTABIE516139 FONCORRESFONDINGMUJON. m N3 SUM' I TOP VIEW z w IIIS}u��^BY II I I EIXIEGISiN]Q UU� I. FiRYASONtY V.WE34---1 N� J m nu0]£fMw I I I I .WCnOR9 m SBS.SCRs y 7 �.. ✓ri .I I I'I•I `�� sEuaRlWNooNpPEARLLIIn 1 ``�LILWDNAXp U3ESW %' (� ' •'. �� Uuwon 0 m EXTERIOR ° u F MOmy�FGx nprwsETTFEs. EXTERIOR z zw.rrQlw ^ E z z ¢ m o] persuEsrrATE, ° O ¢ L) z . m 1; �sEET = ==10-t3a sEes]GeTsaaFox N r s So 8 T]pAx'�Dx xaElDUTIa+s 8 pER9U64]PFIE. m J eu=� sEETamEs lo-t9e FRONT VIEW Epss � Q Y Y ATnnu+e+r DBTAM'E O y m m xarEt, �TI9.1]s u Q? Z O O E]WiWM-" :••{••,-{: .•.. '. '.. s16ETL •': _; :'..i.i "'; mmANM o E ¢¢K R sEErn9les SIDE VIEW u E� Q.� NW 2TN9CRKRE]EMPAI 611N2T KSI taIpiGlE Q1CM] tA13S A FROM VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO mplYlnB WIM Me FIGM12 STEEL STUD eunainB COB (STANDARD CLIP SHOWN) �/I xoA-No. 1 I Gp1ro]lan Onto 05126/20BYlfi/2021 INSTALLATION NOTES Q ANCHOR EMBEDMENTTO BASE MATERW. SHALL BEBEYONO WALL DRESSING OR STUCCO. 2) QUANTRY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MAST BE FOLLOWED.REFERTO THETABLEG ON THE FOLLOWING SHEETS. FOR DETAILSA-0, ERHER THE STANDARD OROFFSETCUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. °) WOOD BUCnME OPTIONAL, SEE DETA➢. Co THIS SHEET. 5) FOR MASONRY APPUCATIONS IN MMI-DARE COUNTY, USE ONLY MIAMIDADE COUNTY APPROVED ELOO ULTRACON OR EL001/4" S.S. AGGREGATOR MASONRY ANCHORS. FRONTVIEW L� EXTERIOR NOTES: 1) FOR 2X WOOD -SACRED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-N. FOR QUANNTY OF SCREWS SIDEMEN * : No. STTDS a:: $ DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION rqq (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g d O O O O SIDE VIEW axovmvmm rx4•xaec. nmlulw EXTERIOR O O O O TOP VIEW ? RSIDEOFMO O O O O TOP VIEW TmsOee^RNre. m W PRODUCT REVISED AOas comp Uh Na FI apsdaBa sEErAalts Is+>a Iwo Q, HOA-xo. 77-0630.07 s,sO,. 0plmnen Gate 9126.12021 ixrD vmoD, srF¢, STANDARDMPro EE EXTERIOR OR^SD"R1' E Mlm G NJ%G.ORWL W MOOIFED INCI¢D. \ RY u OF FvP-PF N'�lS rj AIDM.cnu oRsysoxar 1 �_.. O DalA ti PER ? �__—_� M41Gi I111 D'ST CEE 4 NOTES FORINSTA ATION OPTION G&H �.`aONYLYN.y.If �ICEN$ 1)USE2 ANGLE CLIPS PERMUEN WON D. UPS MUSTBE INSERTED IhSIDEOF MULLION, NOTES FOR WSTAUATION OPTIONS F. 2)DEFA G: SEETABLES NS-14B FOR ANCHOR OUANTRIES AND SHEETS 21-23 FOR HOLE G �'; No. E6709 ; 1) DETAIL IS NOT APPLICABLE FOR THE BAYOR 1.2VX2.11-X.I SMULLION. LOCATIONS. - *C 2)SEETABLE lR-13S FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLELOCADONS. 3)DEFAILH:SEETABLESI5BOR168FORANCHOROUANTRIESANDSHEET22FORHOLE ' 0 LOCATIONS. O 3) THEW CLIP IS NOT SUMMA FORTHISAPPLICATION. %tCs '- ORIOP,.:'ll; a L EN0 aA. Lt'iJNIMi!PE. TABLE 1A M01BM Ca a1 Tabla Opening WIdM (IN Wr06afYryumirg mldllom) or DDanFB NtlBNt(brMAzlINaDA9palrBrg INS.) BpN See,N. mN Win 110E 160E Imo 1Ab1 pwyaiy4l TgMlaip. f¢ReryNv lnpl66s0 R�uiBDNt TndTtlmN. PeatsBAv TadIM^& Pn argNel TdJMap --'a'Tap•Moy. Penmiyla TmWPlan9. In.9 Pmaap+ls 1t4JfMp. ImBnO Immq NSISWIv T^P'PIDn3 LvedDO LwJN luef+6 6®tlIM ImIW ba&N W.S ImdN tgMO WB� xuEN Wine laNnO lmJn9 W6n0 1121.126 Ahm Tube �^ g & az aa &a!a� QN 111.9 1tl 18] >II 9}3 W6 MA y3 T&8 Ite 1%.0 In 69P 4W 101.1 319 M1 w0 INA 311 !18 A00 f01.0 ]IB NA 1% 1GA ]19 ]38 IW IG.O ]I9 SBO IN INA M. x]1 '@ 51! ]13 %.0 NB 446 ]1] Blz 2N 11.9 ]12 611 .G ]T.6 312 9L0 R1 J12 lli m.0 2N A6 313 %A 3N IlI J13 0f➢ 3H IBn ]1➢ J1] 6]8 3Y B21 Ti 521 TII ]10 xel !0.1 SID ]IA 381 14l 319 SO ]M 18> 218 EO 101 w] ]18 MO :81 IlJ MI W.B]!n mP 91 l&0 ]31 51] T1 615 Td ad 0M 51T 3N Il➢ 311 311 193 i1P YR Al f9] 110 NT ]&1 10 fU ]R 361 19] 5 NF !26 3R Sl.! ID1 w.5 bT 19A :OB J1➢ 21T M.9 1% Ile ]R 11➢ 1'A T9.2 N1 39! iW ]!] 21T ICn Y.1 ]m LIP 1x0 ]20 200 ]SA ® VA XO la 1. NA 3W ]L8 1W JI] 3n D.1 td 113 8W 330 1A I6.0 im 310 Is %N 311 IB1 A.i tb 3L0 1e1 M] 19 Rt 101 A9 PO ID.T IBt N.1 Iw 10A 161 Me 1N 1&0 101 21P 113 i0.0 1fi! %.0 1R 24.0 IN XI 139 iO.B 1W Z].1 1X IB.O 169 31A 1N 131,, tY ZA] 12l IB.6 Im 19.9 119 1SS w9 I7.6 118 i0b 10.B t25 1&T 1% 15.T 15 70 i MN 11.B t10 16z IG TABLE 1B M1LrG a.. aft ¢rc9k is, D TSUI v xo1w CMV FYm Wu Prvmf I.bin yfTEkD IIY 59 Eka YYRFko W-SeF . 8106LLH 8199¢al a12- ArtMTy� ar'o, Mau.w•FYD Wsu w]d[W 11PFto1x6aui 1H'FlDllmeu Alas IIIImu AAAeD�t 6oM IG9 YwB,'>) SmvCw•) MNoICIIDPagemv r }VC svr r Lt? r N? r sK z nN• nv' o.]'N' Dm mmvt r znI! wr fiYr z t-vr 1-vr Lw• NM' 1-vY wY r wC 6111' 'Nkf EDRpxivl . 4Y1• .. M. taNm xlom zWm ]llm lwm ]TIm fE/m 91am ]11m Yxne .m Pa zMClYa gla Mho.I:ISWg9Dw .ILD1F q ]mm 3Wm M. WA WA WA WA 3Pm WA WA WA WA WA 801m Film 11W4 IgptKn®I.1SMn DGI&mpa01a0NHICW M1h xk Im6L ENm m5m lmm DDOm tYOm tOWm Swm 5Am WA iW PF xwm mid 1092m t1IDm xt]m I An'lnaOTKn OGIR)'45 Aigb Omlffq.II R➢m WA !W 1 AmMm®OA]`Yr.UCIU¢P km.lb`A1m-1F0.1L WA WA WA WA WA WA WA WA WA WA WA WA zxtm 3W4 i NeMa/FAy1FY. FL t93m IN. zam Mbm eam nsd God iRm cram term 3l21m wld nod xAMbn®i.1 ]'Mh O.fJ FU16b. FL Rwd NO. WA WA WA WA 1W 4a WA WA WA N'P WA ]Ilm M2m 39m NOTE -FOR THE O........-- USE =ANCHORCAP.m PRODUCT REVISED plYln9g wit11 th0 FINId. NOA-MD. 77.0610.01 R.Itpimtion Date 05/26M021 B Mlam uct ntr0 FGUREI: FIGURE2: TABLE NOTES: • 1) SEE SHEtT 1 FOR NSTRUCTIONS ON USING THETABUES AND SHEET 25 FORINFORMATION ON LOADING. SEE 3HEETS2-0FORGENERAL INSTALLATION METHODS. -j 1.Wo, r`- 2) LINEAR INTERPOLATION BETWEBJ MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWMM FIGURE 3: 3) MUWON AND MULLION CLIPS SHOWN ARENOT70 SCALE FOR E%ACTDIMMSDNS, SEESHFtTS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMENSIONnL RESTRICTIONS SHOWN ON SHEE1521-11 2000' 1 I . • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 12S AAA EyNyM ANGLE UP MUST BE USED N PAIRS. 4j SUBSTRATES: CONCRETE SHALL CONFORM TO ACI3N SPEgFICAT10N4. HOLLOW AND GRDLIT-FILLID ! aoNv �� 'S`; •' TyGENse' ;1 FIGUREd: • FIGURES, FIGUPEd COUOWS BLOCXUPtNEWU)SH SGOF ,OEM U ASTMGBO.WOODSHTSMDBEAMhNI UM OFFD YELLOWEEL. STUD TORE MINSG OF 0.55E ALUMINUM SHAILBEBDSAUGANDRUCTURIMUMOF.I2S I.EaTHICKST.12I THICK STORE A MIMCHORRADE39AND.WaLL XTEN GAUGE). STRUCIDRAHREAD TGBEAT EW THREADS BEYOND INTO MAYBESAEL, A10 1'%2'X.t2S MUWON = ]Fr� No. 58705 184 S.S.OR S.S. THEMATERIAL#108#12ANCHOR3INi0 WOOD MAY BE STEEL IDB S.S.OR 6103.5E THE Mt2STHIC10&#12B.ALLAN INTO -� 6 � 7- %.O. •. sram TABLE 2A MuU nG ee Table Opening WI6161LBrentl -Pend naffBm)BrOPening NClgMQor IPAmrbly-PaMIV.9.) ' mm wm lam Se.mm loom 1 1m1. 1twH tmm P¢ImNv TaVrea¢ Pe[SnVWv TnpT1aK R[mmD+ly rmV11VV. bINaBpN ..n R JRI %=Zn Tnorg. RLud, 1 .Tlag F �WrTF IWBg Iamg fi°'MD Imnm .4 1°�Y $$' gMufflo. TA TIA 711 I Lai I I All! I I I L Il Timl I WISH I I 150 ill I I i I 111 i 19 i +mo emmo m3 +su IR Irop 4m +ar em I sm naa as tms %e Ime 6mr me 6w +m3 sn m1 1mB sn wa e¢ +me en mr ® +sae Imo ex 1ov4 mr ilea Alo mD wr +mr eu mo m+ Im.a an me sm1 me sm mo Sm mr fiin m.a 190 m4 Se"Boommam tmr 4m nae afl m4 aro m9 Sn x+ ass oes zu sAe aw eu Sm ne eser ate 4s6 mo x au mo om a] ms m m ate ase aD 314mm4 zar 4w %.emNm3 4m me m3 m mo m mo am mr m ssa 4w erA %e ns 4m6 4xr av1 4m exazB w3 3+4 xSxN a6e 4m st6 m5 %3 2s3Mb 3Nm9 ve atB Re firs 3A MB xM 61.3 &[ ]4e US SN 3m Ia0 9Da Zd 7Jr 3le SO aN5r 2.N M 61a x91srAx5]NBEamS"I aU NI 3x mo S1s N1 931 5-2 IDa 3l1 ]10 3&g meS A.a Xd 34e 312 126 369 RB n9 16r A9 31.r '!1] rw90SO3w ffi ma a7: 315 IBI Bar ZG Ae le0 R6 LS 3Ge 19 300 xE6l 1fl0 ZJa321 50 Yb 'dlS 1T1 11B IIS 1D8 1m 1t3 Yd 190 Im eoe30333 TB 23 3)z 1m ate 'M' m.o tm 1¢B 31d IT +rY 39S+65 t30 Rt 16a tw.r Ie5 1c3 1aD tw2i0M .3 Ie3 e.e Im 336 1R MI +6 YL3 EO bZ+rr tm 14r 159 1S1 1w16r 1l3 I93 fee w 11.8 tR 153 I52 1e.1 193 1..4 IM aB 1m 1/T 1fi0 mm ta6 IN 19.9 1m tSe 1N I-1 Im mN 151 iT +6a 113 . TABLE 2B Mcmerta ac T>mle 6WVa'C lllfx,tle a.54 Gte. NJh' ¢CA1 RYYCMJ PT W,DI YeL W�� V[•86 E1w 11CFCp 1M 99 Eba me. %362tl %38btl A2NTrype YIPEbplNetm Fte Ue®m 6[,v (G516[m (+51 6[wKal VIB'EmeN� \W Fw WEaum ApAe�w MW. M etior Cup Pamlllu apppaaxey,t r alo- +• .1 a.Irz s+,r + z-trz r xtrz z stn E o4c Bsr assr EnNQbe" 1-LP I I.. I40'P 1.YP T I-Ib' 1-W' 1-1/P 1-+N• 1-+IP IVr S Welb I.YY ]1115[ ISH' M]W Ieim Smm 3Nnlm®e.IS'Nb. 0.CI6�IDmnNbnAs3GlplFp lk Sw a[ ]YIm Smba 1Wm men ]wb 55[Ib NOm ]r[na Wb ®3M %SW IVI. [MeIM®1.15'MROC I61[,601PNmOOlplim 3l aMm lmm WA WA WA WA 19)m WA N[+ WA WA as WA +®im mB b[ 664Ib —Elm aM•Jion ®]'SSe OC.IpJLfAgb Qp/IFg. Sk 1Wm I60m 6wm 1.'Mm IaMm 5000[ Smm WA Imb rN IAr Bw WA WA WA ifam 3Amlm® a40•Mh.11.114 bN.13'Abm. 11 WA WA WA WA WA WA WA WA NP WA WA aNW lTom vllm zW W[ t AxlmrFapIR 0: 1mM en 1HIee zz5b Nsb 927m \Nm 14om ITIIW vom t61 QC Ssm WA BI1M N31b YSm 3AmAO[®1.1SMIn. O,C/F-0BI@.eY Ra SV IE[ WA WA WA WA 1%Ib NIA NIA WA WA NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN OPTIONS THIS PRODUCT REVISED In eo%p1TinCOOJJg epltb 0e Florlea BY1141ng NOA-xo. 77.0630.01 Eaplmape Vote 05126120211 FIGURE I: FIGUREz TABLE NOTES: 1)SEESHEETIFORINSTRULTIONSON USINGTHETMB SANDSHEET25MRWFOPMMNONWMNG. 1�• y r • • IS ESHEETS 2{FOR GENEAALINSTAUATmmEmcG& 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ATd)/OR OPENING WIDTHS MALLCITABLE FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACT DIMENSIONS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 T111 %111 kkl . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING HOLE LOCATIONS. '�: 't\CENgE'•. FIGURES SHOW SUGGESTED, APPRO%MATE L •'P ANGIECLIPMUSTBEUSEDLNPAIRS. 4)SUBSTRATES:CONCRETESHPLLWNFORMTOAC1301SPECIFICAnONSHOUMMDGRGUT-FLLLED CONCRETE BLOCK UNIT SWLLI. CONFORM 6ALLBE WOOD SHAILND 3T5• .- No. 58T05 _ FIGURE 4: FIGURES: FIGURE B: BE A MIRETREATW NE WITH 0.65. UMINUM F.120 YELLOW SOUTHERN PINE\KITH AY SG OF0.55. POUMINUMEHALLB(180GAUGA. SMUCTWMUM OF TO I-XrX TSMULLON TO BE A MINIMUM GRADE 33 AND.045•THICK(18OAUGEI. STRUCILRAL STEEL BE }}.. �� "O '•LC�3+O:C • THICK STEEL STUDS LEAST.126-THICK AND ASS, ALL ANCHORS INTO METALSHALL E%TENDAT LEAST3SCREWTHRFADS BEYOND THE MATERIAL 4108012 ANCHORS INTO WOOD MAY BE STEEL,168 G.S. OR 610 S.S. ��'. ^"a�i�, aLl; 0 '. S ATE F 4w %•O. • TABLE M M.R n Cap.C.p.1ty TabI. (BNMy tauai Opwoh,YAWm(]av31ECA9ys onh1O mMkR)orOpanln# HegIII (forinrmirfaN Wa1211U IDin 1W91 a[[mlPle rm tln.q, Imd nu t> oID. Im99 ^x mom) OOW R,.Sw. bv]=0 IVSM min WanO ImSnA ]ON LpaJnA .IN. Lmin9 BON pmm,gdn IminO ApRba,q. Imdm IMIn 1r r•�� 14010 1mam� Tlaa�a 100h �w 1 1wwvlowo°. 3T6AIam TImO Humpn 55'� 82z § S5gd�. ;qa .. �'�5gySF,�gs Nil afl a l8 �.,Timid! ! @ &• 9y YA a t5p s@ gyp..g� d, ip d_ s�. gbaeSa 2.1 $� S 3 da d_ 8yBp g 4xN Imo exa non au MA Tw na.0 4n +Im ena nn0 5m Imo eII 170.0 e19 Rno HI& Rah MI Imo 120 +m0 9fl +w.T nM rmo ml IVA +m0 AN III. lot nn0 ml wN 1m.A ]Be Im.O u4 na0 mo Imo eN nm wx Imo M9 1. HN TV. m1 15+.B Mm Imo on Ixe vN Imo sm U>e HN tra0 5m ors Im.O 20 +m0 MI tmA I. Ha0 m6 twe IW2 tm0 RI I]as ms tmo Ri Hr.! 1932 +mo >N ma +P.Ra612 Ie1J11a0 691 IM ID] 1al] RO 1ID.! 9Oi 1{SO TN iW.O ]W 06 AW 10o ICO HI.1 ]35 tm.9 Gd 11]b RS 1]0Iim00RStm2 5m )a[mt99.5mem5 m5 25.1 52A 5&a Tay BIA IR 'AA !.7 m.0 ]24 w.1 ]Y BIB 51! Mln t2L0 6m +]0➢ S)0 1%B ® 1113 Ni m.a 8m bA wT m3 Ant SY A] 699 Me mt m.0 b2 mb- SA Ono Em m0 O21 a].5m65216B] um SII W�] fi0) ml 311 ]3.]a0] W.0 ml W3 ®] ii.1 40 58.9 6m ]f5 I06 M.O Q.a w1M]]4M51O BS.e 4U m.0 61p ]30 4Y59] 510 61.3 428 31.0 510 wB wB 4M m0 5l.] N] 409 !IY 51. Hb 4m NA !IB wA 402 xA3 U4 ]A9 D.! e10 w]]BN m4 459 Ra 100 5)A Im Bt.] ]92 4S9 4W N.I X5 4i1 4W 49.6 3m Jn0 4m w.6 aR NT w8 41A{N Y,] 8@ 4 NA $m 21] 4m b)NI N.5 411 U.e ]R w.A 4J5 491 . .1 4]1 w.] N0 BS] IJ! 40.9 .UB ]Lf 4]5 ]&1 951 2BA 4N N.! YI 71.A a2.e NI 30.1 4N 93 NO BON 41.e 5i] 411 AO Me 322 ]nt 2m A9.9 ]P 219 ]9(I ]SI JY 2Lr no 232 3V M] VI m8 ]Y 2l.] Re LTA JR 21.0 x62 T. 03] lO] 2m WN ]44 MIT 14A 0? R1 lal 2nA 252 LS SaI 2a0 NB ]1.5 ial 931 2M 161 $B1 mB 240 112 Ni +9A 91 1M RR Ifl9 IIl Mi N2 231 24.1 M b13 m MO Y% 1T.] 2O +BD 19a 15,+ TS! 1&0 lm 111d m] 211 mi M 1&6 -1 1-1 191 1SB 215 1e.8 ley IIDN 117. 1 1N 1 17A 1 lei TABLE 36 Mcaor Ca a Tabk Ib9 gulppvle 1h CVCrtls lm f!/n. IYIbs P1UI FW U91 I pi Rtfi'Elco VI'S94p fiMe'Elw t/['99 F1m /IB]T[el N /1$SIp1 AI[AvryM ]MB'Eko Wn[u 1/Y EtalMsm WYsm L1SFJm NSxon tU'Eto UOlavn AypM'akl Yeraein A�eWW BAav165j 9=.tx m Y') 9cF5) Aneb0r CIPPavems Ebp 011Lie(ulk 1• itm t• x.l? SVB' 1' x-1? t' 2-ITS S s1T t owaN' o ]N' EmhMmAM(N{ LY[' F11' 134' I.YP S I.116' Y11[' 1-114' I.IM' I.IIC 1.111' f 11T Y]IC wh[ 1Flp.1Y $IDel SWM <J04 M`* VMM IIOIA+ xB915a 3H N9 ]<B IN ]141M1 Ba11E[ 917 NI Wt Mxlb 6601u x Ape4oIsQ4.l5'MIII O.G/SUMaNGO1tNUIp WA WA emll WA WA WA WA WA m$Wt 9451W 11'tl®[ 4M=pm[Ay1.lY MIn 0.4I31vdie(v01]NI%IIp IFy. ]C [M4at Q3'MIrt O.t./RIa5Am13Cit/lRO JY 4W [n ]WM $mM Im EA WA m01M WA 15e01E9 1900h3 510M O601N NIA No Ill 1am105 IS9I Ib mxlGe m91N 11x31Ef $ANMq p]n401MAOG.IUdIp.In1a.1JAPNA.IFp 41 WA WA WA WA WA NIA WP NIP Wq WP WP WA WA Illq ]m a[ I ArtIm IF4tip R1p.54 1JSG 101 bt xxspu 4tlW OIIbe IJS NS N01b Il]h[ WBIBa 101IN ]321M 41JN 1)00[ $ry IM $W nt x pfM of 1.15'MIM1O.GIFLIp(Fp 0] xW Bt 3N dv WA WA WA WA Iml4 WA WA WA N'A WA NI R[ 4C$Ib YAM NOTE FOR THE OFFSET GI]H.U3l[Ine ,CIRCLED VALUES ARE USED W THE GV• Lt UN SmttI w. FIGURED FIGURE I. TABLE NOTES • • 1)SEESHEETIFORINBTRUCTIDWON USWGMETABLESMDSF¢ET2 FORWFORMATONMLOADING • SEE SHEET524 FOR GENERAL INSTALLATION METHODS. FIGURES: ANGLE CUP MUST BE USED W PAIRS. SGURE4 FIGURE& FIGURES: 2) LINEAR INTERFOIATION BETWEEN MULL LENGTHS MOOR OPEVWG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ME NOT TO SCALE FOR EXACT DIMENSON%SEE SHEETS 21ZI HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0%. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.W ALUMINUM SHALL BE WO TS AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE MINIMUM GRADE M AMO.045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, I8-8 S.S. OR 410 S.S. FORMULATOOBTAINTHE'ANCHOR ' REQUIRED' CORRESPONDING TO M 'RESSURE REOUIREMENTFOR THE WHEN IT IS LONER THAN THE MUUAOI OPTIONS FRCM PRODUCT REVISED as plYln9 with +be Flotlda Bu11dIn8 Lto. N... 7T-0630.01 A. LWW MA,L'ER• P.E FL RE.# 58705 TALLE 4A ' MUIGen Ca a0 T➢MB A ➢p4nIl10 WgM(fQ wmnD'speMnanotlmB)OrO"mirlpii bON a ht(Tor6NlimdelyApmrir0 look, mgior5) INF SON mF }Bln BON 14DID 150x 1S2}9S � IppN➢ T[gllAap' Lwdo, heleipla WMp Tn[lfvN Imd, FalaWler IrcSnp Tiap'Tlaq. troary Rxlpp®la Indry TWThnB Lmdip PwImPJa LpetiNS TyJlnnp. WUw 1eenecu[ Lmbp 9gY]Lvg Un Rxhng+la luml9 TryliMib Inel. IlaLnDue Lmdnp Tn Iu' ImOnO Penally Ina.. TpTa I^aLV .SO Aluum Doug.. 9g Gg py F� y @ y la faa u -. i t � �S pp 3 -1a t a Ay V $$ 3�. f .gFi d u� 8 s Fa $ S r, gg Sa yr s Fa _ �y a �iy - �u 2FI Fc .. �u ID A t z p 3 v Qh Imp RO lma 133 tmo }N imB 4m 1. AM INA YA AND M Imo BIB Imo "IS +mo 41 In- mo Imp W 110o Ulm Imo Y+ IN-7 DIN Imo Son IUD lBm t1B.o W' 49e lmp lm imo m{ Im.o Imp 9w Im.o 652 IND mJ no.0 vA Iron Sol iron 171 lmo en iron Hl1 Imp em +I1.] Im Im➢ Itp Ins 14Q lim DID Im] Inr INA OW SOIDn Imp 11 1mA Sat INA BW Im0 rot INA +WA ilao eN Imo lus +m.o TD I®A lam rmo rQ 146a 12W imp 7% +21,l tml Imo ]8 1G.s Uas Qo0 TU MA I2m 1710 No Mx tm0 ]01 nao nl Iron ye +m.o em non utc Imo rA 1M2 nN Iro.O Im D3.B nv Im0 air 12➢.e n30 Iran Ase lcns uM non eM m1 n]D Im.O Sol rs] nm rmD m+ ooq 1m0 eA5 110➢ ml 11A3 013 10.] ml n!3 013 44! 1M 10g, B15 lY] 1m W.6 015 19A iM Q1.0 015 1165 >M Z. ]]2 B15 114{ ]15 Fa.A BIS 114A 115 540 019 11U TIS A]N 151.0 . 161D . 1M.5 B]0 no Bw 106A BN la]2 Sol BI.B IW I= 6N MA AU IUA Go ]S.p AID 601 AS] BY] BAS GB 542 AID B0.1 619 17A SAID ALI W q 5 WA 1ml 757 t1o0 ADD 110A IV 110.0 A]5 01.] TA IOSB W Aa3 IV W.1 BM 714 m/ ASIA ADD..0 M} M2 ADD BSD TV ",A S33 {]2 m] mZ 60 11.1 IV mSon2 6 RN 1D1.1 ON Ion. U. M.e Am BID e10 R} BIB 80.1 -SIT A].A BID ]a.a sal ASS 6J9 mS SM M.B BN .3 500 13A CO TS 6rd ..I A)A M.] lB1 ]1.B 6t9 952 19i mx M.3 ml B01 lAe B,1 5}1 Tfll 4M Ail AI m.l {m M.1 Sn BD.A OI 1A0 BTI S.S 4M Q2 Al BLB 15B MA 9i1 A.0 151 mD 911 N.6 IIi T.o 611 NB N6 S T01n 000 !13 m.1 QI W.] M3 ]0.A 161 9).1 Mt R.1 4Y 50.0 6A 55.] N9 MI M2 S1.D N2 {ao M3 1i3 1Y M.3 W QA 1}0 XA M2 40A 4a5 no 542 W.1 QJ ooF a, 50} ]I.1 bt ISI 10i 191 355 112 IOT 908 ]IB m5 M ]i] Mt 21.B 40l 321 AA R6.0 40i IDA SM 21.i 1% N.1 IV IBA SO Z1A A2 IA.3 101 ;X ]ID ooM 4ZB US N.f no 35A US 111 314 ]4} US UA Sol AA US VIS 3M W ]b m.t US VA 155 NO i68 ITS 3M 21.o Am IAA SSA 102 aM IMF B41 :M b.0 355 T. 0.1 2m 250 2M V.5 ZM 95 n7 15.A }O IB.B 2N IIT 263 la➢ Z10 141 mT IBS MT 111n Zld Ri 2A3 SI AS IIO 2N IOA 2A M. 95 n2 M! 10] 3tl 15A Al 10] ZID %al, Va 28 ZL3 AB At YA A. VIA 15] 2b 1A2 ID TAHLL 4B AndAIn c TaFle W 6WspW¢ 2M1 Gmcrtp ].Sa foC. Ix1p�GxU RW QnJ YTWp+] ylA-Eyp tp•99 Etp Y6'Elw iR'99 R:a t14 btN nZ9he 2A ]fSud AnbTY{a YtB'Fip NVaopn tn'Ekp NOem� �+in ]I'C Ebpl4iiT Eko UPip9 Pppnnrm, M4am ApreGpl Yib lGfl Eevti]I Acrtw (p51 AnAllai CGP PaMmi Eem ONlartd IYIT r IIn r x.t/r ].nP ?IrY r xtT1' r }:IC r o.N• 051• o']N• EmNamenlM tal' 1y4' t-vr Mll1• r t-vc tnn' t-vl• LiR• 1-vr .... . I IST LtIB' •ales xArcbe W4.i5'MA4 U.C.IstatlBNO[WgOlplfy4l] ]BOIn ]Nb eAW A901b tneb npb ]801n ]Sllm TWW ]IIM QA 1pa WPe Mtln N311a SWb {M[Me®L1d MIn O.C./9SnJmd(aObep Clpffxn 4BOb l4tb WA WA WA wA ce 1n WA N/A WA WA WA A911b 0]5 11301hi 4MmoNAt'M1Bn.OG/I31 Fl Mg4QIplIPp.3T lrolAv iW ye A001n 1.1n. 16MIN, HAT] fBOb WA ]W Cw I.- OWIy 10021. AOalhp m5 113Bb 3InA0nB0.43'MM.OGIpAp, Flp.nA'ALn.IM�4k WA WA WA WA WA NIA NIA WA WA WA WA WP WA llAb I Nwlml iLApffb.R 1BSb 191h -W-M.WA50e NS ke "Don IMWa 1401W III be 9m We IBllb Wlhe 4l]We INW a2111e RBo6e 3MNm®1.15'WR nCJF4lp fflp.0] MO pe ]M k! WA WA WA 1001M WA N/A WA WA WA M1M N30e ADbe NOTE kUn lnt Vtiauw tint crvno FIGURE I: FIGURE2: '�••'• '-"' - 11---)Glnabu..c[ rvn wcu nr l nc rnrunrtc- anm, a+. FIGURES ANGLECLIPMUSTBEUSEDINPAIRS.' FIGURE4: FIGURES: FIGURE 6: ANCHORCAPACITYADJUSTIMFMFORMULA: (OP )X/ANCAIORCAP.,�. )-ANCHORCPP.e \MULLION G4P.,e,�, USE THIS FORMULATO OBTAIN THE•ANCHOR CAPACTY REQUIRED' CORFESPONDMG TORN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MWIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACRYTASLE U PRODUCT REVISED as complying omply a wltl[ the Flodda Souligno Co No".. 17-0630.01 TABLENOTES' ,. 03• r I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHCOS. ], L I I 111113 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 0ALLOWABLE. A-, ``'X ........N,Hf/ 3) MITLLION AND MILLION E FOR LION CLIPS SHOWN ARE NOT TO SCALE E)DICT DIMENSIONS, SEE SHEETS 21-23. 2]5V afar `� �1'Y•:' ])CENSE'-..Ki ' Qei HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. •, 7S . FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. }L.: No. 58T05 LL 4) SUBSTRATES: CONCRETE SHACONFORM TO ACI3J1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BE PRESSURE -TREATED CONCRETE BLOCK UNIT(CMU) SHALLASTM CONFORM TO 090. WOOD SHALL� /I�YELLOW =t0 •-�� 6ATE0 SOUTHERN PINE WITH MSG OF 0.55, ALUMINUM SHALL BE W6ST5AND BEA MINIMUM CF.120• ••. � 'O4A'• THICK STEELSTUDSTO BE A MINIMUM GRA➢EW AND.045-THICK(i3GAUGE). STRUCTURALSTEELTOBEAT LEAST.125•THICK AND ASS. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND 1'XZ25'X.65o'MULLION '�`•SS •''�N�oP.'G�� THE MATERIALN10 & 012 ANCHORS INTO WOOD MAY BESTEFL, IM S.S. OR 410 S.S. P.E. TABLE SA ahp60a Ce aB Tahb c , "K3.125" Tube Mua Wb uF M.ePm Mh MN mSDF win 3 RF l3F 8 mM Wh mh IMh I11F nOh CpeNnOM'ApN (br3el5m%mMa1[9 erx.) OTOpmFO HBlphllFrrnSimrM31'BPMat+C Raevrylet Imo Im.o Imo 11e5 1B1S1AB A F] MA 50.3 PB ZI.1 Ia0 ITS 1]7 Imh nw un law IRE I1tMSaB mi RI W SI5 l52 ]Sr ]'.a ze9' Trep'Bb,. Uadbg Imo Imo 1ra1 Imo IIIPB.AI IW4 T0.0 515 SBO T] M.] SS IBn 70 m eM lM eM %W03 r N2 9H M1 w+ 3i] aW MI aU mUliam) PeMBiv t, Imo 1sv 141J 1. Bm23B Sa5 5]5 ASa !21 aTA TaA 15A N.9 1L8 Imm Nee 1m t[W NF 1I1WtdB MI M OM 511 UT ]57 3Y ]M Rylruae0. LoO Br0.o nao nae tra.0 1INLL.5] m R] MA N.1 9].B 'mD IB.p 15.9 128 01 IN m M1 WSIDa N aII SM Mt Ua .US $1 Pe 3w snvAm 1m0 fsst fP.s fm.a lMe..]9 MB U8 Me ro.t 93 IBA 1]A 12S BB Nob f m5 1m Iles 1[F I11MMB Y m1 RI MI 6H 551 Wr ]N 9v Imo 1m.a Irao Im.O t1BU1B..SB ] M.9 -1 51.] ]Ol la] 'a2 119 77 m Me zM BF TBSSIB U MB MI 5L KO TB a51 Tm ]i Naw 1MA Ue] Im] WA mM2A.B 1 IB.1 Mf 31.0 30.0 1flB 1IA I1.B a] 1MM te0x 13n uM vm 1I1W33B aW m1 MI 31[ L4 ]31 ])D 3SB Mm6 Ieamry �F[+ nao 1mB 1me Imo 11511S.3B M] MI _MS rn mI ]B WFUB Wr see Iro0 Iran n0.0 IN 17m0 1m0 191 13&a 1W3 IFD MA M3 YI P.1 P.T MF aaa i$ em lm TV rn Me NS W d'[I 551 Sla Ua ]Sr ]ID 1S9 1hpTv 3wQnv r%0 +rnn Im.0 nao 1m.0 1m0 170.0 n[.B 1N.1 fBSA W.H SST 31B ]Se M2 In sa em ev ml ]U TBB M> RB MB IM w1 ]II YA 2S1 H tmn no0 non 1ro.o trpn 15t 1]O'B IP.O M.0 M] M.S U2 ]LT PS ]it mh B .p rN om m u3 tm] IMB b] R1 ml eH RW 35] >N 2M e,o,, ImB IMQ tma traa Im.O 1m.0 N.3 IHA %.0 MA n] n.0 P.r .iTI P.T 9 yi Am sM aF MT Tea IN MZ Ma 9W 4aS Mfi 31T 3F Ee RWM Im®p 1 Ilaa na.o nao 1m.o 155.5 ]i0 . 119.1 BI.B rao Ra UA M] ll3 me IaS TO 131B eM BW 1aM B18 11H HM RI eN aH 5A Al en P9 nao nao Imo 1m.e 11a0 153 la, IBI,1 P.1 me m.fl a09 a5A R.1 AS "0 q 01 sW em MI lsl M TM FO f81 See NO ro0 ]1] me T.2 WW 31 Iron Irao Iro.0 na0 IM.] 1 1K m] m.] .1 9.1 AB 330 WA 173 Mh D $ 1 BP nW To rns 11M We m] RI aH Sla 4n ]ST ]15 aLe T11, Imo Imo Imo Im0 +SIB 1PA 013 ]0.5 TOA HA 30.1 ]3Y ]].t I MB M1 m em ptd 775 Me M9 5P 433 ]V m0 ffi ffi Imo Imo nao 1M.I 1Rf5 We ]IA M.] M.1 ]SS 50.1 21.1 1B5 Iia sah WT 1ne +zn tNs Nm llM•.BH so Bm T9 Ml 5N ISz ]Sl iV ffi TIW'alwe. Imo Imo ImB Imp 119]A24a 'a M.v mt 8A5 b] ]2B aT mS I9] sr aP 7rt Mr BMne To 61H Me 5L eT` 5R W9 a5B N9 M.1 Mn WA i:A 13D I]p 10A M7 SN tl] 159 3S3 fiB M meho3Clip Patkma =ANCHCRCAP._ yyVmc 2IR W[me a0[fYt.•`--'-�-- 41.89 FYo y16 p[o . LP 59 FhB 11p 9tl1 OY]5[4 NLIpTyBC $'I@p[aNmm Vf Eto114YEn 6't@peo Lim Y1@Fl[o LTF[m Vf FYaUEn[en A9p�[ U@#L ABHRGNv 5[M (eLr 4[9 [tiS S�SmN +• 21Y1 s44 r SYI ]-vz z sIN z B6' os! fSm DSwaBBt r z.1Yl _._ __ .-._ -. ..,.. _. `I/, a LVP t-vP tmr z 1$H• Ioe woe+ FIGURE I! FIGURE2 FIGURES: ANGLE CUP MUST BE USED IN PAIRS. FIGUR54 IIFFIIGIIUIIREb: FIGURED: • ILL---� • • 1-1.000•-1 TABLE NOTES: i) SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHETABLES AND SHEET 25 FOR NFORNATION CM LOADING. SEE SHEETS 24 FOR GENERAL RISTAUATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANMOR OPENING WIDTHS 0 ALIDWABLE. 3125 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR MET DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETG 21.23 FIGURES SHOW SUGGESTED. APPROXIMATE LICE LOOATIONS. 500" A) SUBSTRATES: CONCRETE SHALL HOL CONFORM TO ACI 301 SPECIFICATIONS. LOW AND GROIfT-Fllcn I CONCRETE BLOCK UNIT (CMAMU) SHALL CONFORM TO ADSO. WOOD SHALL BE PRESSURETREATEO T YELLOWSOUTHERNpINEWITHANSGOFO.65.ALUMINUMSHALLBEB60 T5ANDBEAMINIMUM OF.125• I'X3.116'X.FMULU0N THICK.STEEL STUDS TO BEA MINIMUM GRACE 3IAND.0A WICK(18 CAUSE). STRUMRALSTEELTO BEAT (VWMULLION) LEAST.125-THICK AND A38, ALL ANCHORS INTO METAL SSIALL EXTEND AT LFAST 3SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL. IM S.S.OR410 S.S. PRODUCT REVISED pl IA wiN the FIBHGa eNe NDA-Na. 17-0630.01 Gpimtl0n Date O5126/2O21 No. 58705 TAOLt OA N019on Ga pactly Ta01e ppsN1) Opening WNM (tY']eAi®!lpspamlrgml111004) will It rOF eels OrOpenlry HeIgM Poln (mrmAxmAalyspemlr0 mlIDlwv) 'win tan 40N 1WN 1102.126 I<¢Y,y1a A-. ¶yJ -e 1°Mni LmMO Exed, Lai" b011B d., Lurtip TmpTmn9 R[EIIIpLs AI m[P'itl•W. Lm&N fhtlalglm LmNq R[pTA9110 LwYnO Pe[f.IIpIIW IeednB T[w✓rnu5 bslry IY[Vp'Y tOmlp TepTbq. Imdny P[MBIY LwJry T4/elen9 lmJ,y A .TUOe AMIEIan S 5gg5 5ppgg g� 3 g�$' d g5 & 5g 66 E�$" d 5g 3 e S g pg� 5g gS �3 $' guy S@ P s .�' 'a�8 $•_ s�3 _ 2p' i dK qi S@.. 2@ pu@ �@ fg., 32€ g& _ 88S &a d gpR F rg� gg� trY Q s F ga'y�3, 38 i�. d _ yip sy S& c1pg 3g '�.. 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J] ]W Ra ]WIm SeB Ra 11m10a BSi lm WA 'dlx WA BmM WA ¢wlEe W'P --WA Wxple .11b 11AIb BA.One®tA5'Nh n.G /6pnsv01a106[IIfLp (Fq.11 WOea UU). WA WA WA WP ]W I0[ WA WA WA WA INJIW 'Mow adOM IAMmn®B"MInOG/p1a5MBN Glp¢11Ftl 54 wow IW Im FW 6[ 13W 0a ICACA 610N9 �I50 WA IW Os )wlm BW WF fa93Y Wxba m51m 11N Rf 9AncMn®]'MIn O.C/p)LSMBIe tljS](Ftl. 81: Ifm Ra 11MI0e 1N00a xY-0Es x&lbF M00F 66911n WA 11wN Ifa� ISA Im 3pYlx I83x Wf 1]P I01 1W90[ l TION.ASFe.GG 1WITp.125•ALm. 1Fb. 11 WA WA WA WA WA WA Wp WA WA WA WA WA WA WA IMIA ]pTlYn ®xy'MF.001FdbGF. 9k ]mlm 3W 0n rWb m5lm 115b WA MIA WA m511a HN tlNOa NIA Xtlm Nlb 6m 0a IAIdPn B1.1Y Mh QGI F41p(-Tp. 9k IMIm IW Fa WA NIA WA WA 3W Im WA WA WA WA WA Wx®a FW pa 11M Ibp NOTE: FOR THE OFFSET CLIP, USE I ne YP3AC ArvGnun rs11 mnry nnv -,.n.nloF+,,.� �•n•��.- ��• . FIGURE I: FIGURE2: FIGURE 3: FIGURER: FIGURES: FIGURES. [MMMIM11 FIGURES: FIGURE6: NGURET. I It ANGLE CUP (FIGURES 5M3) MUSTOF-1 . TO OBTAIN THE 'ANCHOR IT IS LOWER THAN THE MULLION THE TABLE) OF THE SELECTED YIELOAMINIMUMANOHOR MAY BE USED TO QUALIFY HOR OPTIONS FROM THE TABLE NOTES: 1) SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOUR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21- 3. HOLES TO BE DRILLED IN THE FIELD FOLLOWING CIMENSIONAL RESTRICTIONS SHOWN GN SHEET$ 21-23, FIGURESSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACE 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-TS AND BEA MINIMUM 01 THICK STEEL STUDS TO BE A MINIMUM GRACE 33 AND AN5' THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEA9T.125' THICK AND A%. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL 00 M 02 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. PRODUCT REVISED plyying9 with the Fladda BnilEinpW . 1 17-0630.01 Enplraupn Patn05/26/2021 `aQ(JY LYAfA1 ],�i ' l6GEN, ' P ; No. 68T05 Al 6,1 ,0� SA(dA. NOLC /M MIKA. C.p,,Ity TebM b]41f1 Opmltg WiOm 1mrlXrtle611Tdp6RY1® SON 6DF i01n mF m14141P)Ar Opening Nolgbt(fM INamltlaeysp6Mllg BDM Icoln mJa4m) KA. +wF Vob 1i4i.376 pxlglp4] be v {rgJlAeny Lemna geNsprly InMnv ReyfOcv. eawn FLGaiWlr Lwft. TnP']amv 1m49 Or"®aJu LmW9 TepTAmQ tel.Li9 RntlanNler ImAnv TegTnup. Lae0n2 R..11n1 Loal,, 114/IAN. Inwgq ftm-noN- LwJrO Tepltnm0. We6ip 1SMIpWv b+9nB Tnpmira. lnaflp FecIaIW1r lm6nB TvW]amv. LwJ+9 J TbA = S �.- �g$�' .Fa 3 = a _ �4p g= gx uN fm0 mp Ina Iv 111D ]N VDA Im nos Bd tre. Me ImA B92 lNc alv tma 1118 Im.e SN 110,0 INa t]aB 521 I'/0.0 tan 170.0 Del VDD me 179.0 MI IND 103 1No Sr HN tm.D Tm I. eN n.A AN Im.O IN 110.0 v92 170A Me ve. Ilv fm.0 .1 Ime NA Iro.O m] +m.e u1i tm.B An M. nm Im.e mo INA %W 170.0 No Me 2R4 V0.0 eW MemN naa m 1m.D w na.D eve Imo MI naa taw nD.D ew Iro.o O9e 1mD 1n Imo 1Ms tro.D 1n fm.o I. na.6 ]M nn6 nm vo.o >M Iwo Ime 1m.a IN fats W1v n0.e 2se Nb vno m] +ma 112 170.0 AN ime Bm Im.o nw VDA Td n0.e Ins 1M.o M 1No 1u1 Im.e e37 VDA IS'N 1700 An ISav 17" im.e Nil 137.1 1. +mA bl Voo 1. ma eM 50'n va0 eel fmo 70% 1]0.0 IM] IVA TN 170,0 12" 1m.a 8m VO- wi na.0 vN IVA 1w Imo No 155.5 wu noo tow] t28e 101v van 4B! n1.o IVAL,l- m+v VDA naA L eu 1810 VIA 1. Pm Im.O M 170.0 1" VIA III Im.e AN 1]aa I502 noo ew VIA 14M naD I016 15Ba IMe tm.D IM We 15u 17" vS 1ITS I I68.5 I1.'M iAID n6I see 1G2 16].o n5r p Mln tia.0 W4 111 Ve Ime NM Im.o WJ 1]D.a IYI t]B.a IND wan t4R tR.o 1N6 14xe t4R IMA 11. Vol lag 1Ae 113D 10..1 I4R NZ6 11M BLA 14R IM.a Ha Bo.] tat Nb.D ttd RN IlD.O IAA .. An VA. 1. 1m.0 Im I50.0 Vee 1®2 IIW 1=0 13N 149.9 HAD 117.3 1320 O].8 IWB 165A 13m 1]B.e idv M.o 1]m 1R0 ION T54 UM 1VA 103 No IUD 1125 1012 95 min ITae H. 1Md m1 N9A 1iM 19A 10fe 1 3 11N in, . H. .1M 1L.] 9]e 11N 1t1.] 6N BB.O tIN lef.e 653 ]I.e I1N a] m! M.1 IIN 511 9m M.1 IfN .3 _ 2 IDN Imi 11N im.0 MT Iron IUD 147A 9M 110.6 1121 VIA W1 IMS I. IKA WI B2] 1124 ImA BiA m.0 11N %5 BM 69] 11N M.0 AW 59.a IR1 M] 6A1 81.9 1124 Me AN MN 1oL+ MI 111.5 150 0.1 M G.] IN no BM 821 TN fiIB eM W 712 ADA M No In MA BM 61.A 60 45.0 M4 1,1 AN ]e.0 W s0.0 em no IN a.] M2 Win 89.1 ]42 v1.3 05.1 I4.2 T42 T11 M2 no ]12 0.2 NI 0.7 ]12 ADS eN 49.A ]42 MI G2 Md I. 19.e 811 ]1.1 N2 N.e eM ]1.6 ]12 39d 'No 21.8 IQ 31.8 5M me, as 556 63.v Me 521 fiIB Me WI NT SG NA 513 39.1 M5 41.1 509 NA se B sm IG wl.] em M3 4G N.I � me 4B1 S] YB 288 +11N 61A 5Y H8 Sm 480 5!5 H5 44 112 . 12B N] m.0 Me Ye Na 120 BSS N] 473 m0 AN 31i 45i NA M9 W.1 .1 no1mF !.7 [14.3 15.9 4m w! 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It WA WA WP WA WA WA WA WA WAA WA WA WA ins 350 Ws 3Pob m5fve lm 0u WA 2NIw WA am 3alb WA MAN M21n IN ]W In WA WA WA WA WAA WA BB2� 5851n 11M Iw NOTE FOR THE OFFSET CLIP, USE I HL SAML ANCMUK VA I I Lnly levo 1m mvn vauuw" 4HEwr. TABLE NOTES: FIGURE I: FIGURE2: FIGURES: FIGURE 4: FIGURES: FIGURES 1) SEE SHEET I ON LOADING.SEE OR INSTRUCTIONS ON SHEETS 2d FOR GENERAL INSTALLATION EMEDHHODS. FOR INFORMATION ION NG WIDTHS IS WABLE �� m m F r e 3) MULLION AND MUATOBEUBETWEEN S HO IN THE NOT TO F)MFOLLOWING REXACTDIMENSIDIMENSIONS. IMENNAL NSIO .SEE SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, FIGURES: FIGURE& FIGURE7: F-1 F-1 F--1 F-1 ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF S.M. ALUMINUM SHALL BE 606ST5 AND BEA MINIMUM OFJ1 THICK. STEEL STUDS TO BEA MINIMUM GRADE WAND.045' THICK (1e GAUGE). STRUCTURALETEM TO BEAT LEAST.125 THICKMDA35, ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #108#12 ANCHORS INTO WOOD MAY BE STEM, IB-B SS. OR 410 S.S. OF THE PRODUCT REVISED p Ing wltb Me FbREa 6ull"Ine Ile NOA-N0. 17-0630.01 Erpim68n Oats 05/26/2021 No. 58705 =_ FL MuIBOn Capacft Table 11I Openblg LMEM(larlobaw eDaMng 015)➢10p0ning He1gM IAr3Pbma89r'9DBIIryIg MIARSO) .to WM 70h Rib PoF loom 1R111n 14F 1WF 136•Y PacAddM. IWq n bwRMq. loa6lq RAEAP y. LmOna TrtPT6 id LIMAN P<nr9uYr Lwblq Tvp/1M9. Im16 RB PAI LwdnB bAllbAme UNAN BxlmPar Libb, booTnsq. IMAI ReCupYv Ulu. Tap'Mrn6 lwJn2 PPEARA , LuNN lrNl%ob U."o, RtuN^Wr W., TERI I... RSumpAr LaAno ltAR'91ag. 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ANmibbm n.51m iloo(6A nxwx SPM 1Lfl nzmw 3'. Iris) EOp Mstvtepn) r x-vz r zvz s1/d r x-vz r z-Vl z L" z ..4C I `ERA ardoolClt tall' 13d' 1bI' 1&t 2• 4Nd' 1-V( t-+II' 1-Vf 4Ld' iilf z I,PE I3 MbA 2M1.01 rT bi 1C 19IDtl0tl IA O1pM9 ]R BW Ib 62 PO 819:4 Ia1IM9 2ARE RMSa Mlut li.lM 9xdM fU lb 945Yn L1NP .. SE. 4AIYMY®1.1TMN 0.G/BIMWtV tlaPi)tlp F19$ AGM !NW WA WA IW NIA 2Wb N/A WA NIA WA WA .1. SWm 110 An 4MMM MS Nn." RI ESPrgleCllpf/QIg S7 rMM xMM 60M 13WM 169iM w01M bWM Nq 7W I16 T®ma 9plm ISDxb W2M SWSE I'd Ad IArtMnIL0.d5'MN.O.CJUGp11W 126'A9urt lfD dj N/A I WA I WA INIA WA HN WA N/A wA NIA WA WA NIA WA tINM 1 PICMIFAIp Qt96j 10M 1Po]n xAM 451b- 0IIM i35M 1NM RTW9 9.15s M Es MAIN O Ibs IMW EI PS M. 2 M[roo A l.IW MI. O.G FLIT 99 2fl Ea N NIA WA NIA NI0. 1Po Pe NN WA NIA WA NN J11M 41RM YAM NUIC YUM IHIP VYSOCI bur.... FIGUREI: FIGURE2: Q FIGURE 3: • • ANGLE CUP MUST BE USED IN PAIRS, FIGURES: FIGURES: FIGUREI: AIbLbUK bANCHOIT CAP.•., ... (DP )X `MULLION �' ANCHOR CAP.® USE THIS FORMULATOOBTAIN THE"ANCHOR CAPACITY REQUIRED• CORRESPONDING TO a1 ACTUALPRESSUREREOUIREMENTFORTHE OPENING• WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THETABLEI OFTHE SELECTED MULLIONJT WILLYIEIDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTAUATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FILLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSUR6TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.E5. ALUMINUM SHALLBE 6063d5AND BEA MINIMUM 01 THICK STEEL STUDS TO BEA MINIMUM GRACE 33AND .0 S THICK(18 GAUGE. STRUCTURAL STEEL TO BEAT LEASTA2F THICKAND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL. #10 S #12 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR410 S.S. N o x m U M Q D 0 O I C) u�o 22 k `1 qq 0 w AIv PRODUCT REVISED plyyingg WHO tb5 Florid. Bulking CotlIt x0A-No. 17-0630.01 GplImI Date 05/2612021 F-1250'--I \I\133111111 3133' Nt1SaO UCENSF No. 50705 26Y 0 ATE T F •: 6QRIDP•• L2VX38 VFMUWON) fON l"1,AL1E A LYNN MILLER, FL P.E.# 50701 P.E. TABLE 9A Mullion Capacity Tail* Imm11'1 Ceaing Wldd,dol.ltlwl"Pe N adars) Pr OpnninpHaigh(brM1orizenPoBy+pervYn011P111on5) BON IW In 11vN IIOIv 1#N 60N ale MN ppN T.r/TBenp. Nela%Jel TeW]ii 0ela inp']ealq. P9urvry0r TdpTlvq MCenAAar TmpTB3y. Nalmplln TyRNnP -,rawTapT RwlneWv tha TAn6 Svtllov Lefialre PvII.Ie TgJaaro. !setae Lv35FB 1.25 [a25 NNByYr, 2eao Lwane Lmbly IwGW iwmp 3uAq 3aM5q letlne Imama lua&i9 Iu.Sw Iamry Lw66te •.too �E pg gg {}' {[.' NpNp Y9 9g jLjLii Yp Ag $ ARA1Mu060° OggAO qg�E Im0 a33 T. HI t10.0 fee Im.O Wv ,a. on naa 110 nP.O HID nP.P Nf IN.9 fife 1100 sN Iltl Vte t14P !H 15a.5 tllfi INP sxt eie 1116 floo 6xt ILv q6a eH B1B IlnA B30 11fl1 Bta IIa. 801 1]0.1 9]B i140 p] 111.3 B]B IHO IN BiA BR 110.0 PPA #B BIB Ilea !Po 13] B10 110.0 &0 IBN IH.3 lIB 1]0.0 6Y1 1]¢B 054 IiaO 0'Ir 19fl5 ]09 i11] Bi] i5B.1 Ep9 IP5,3 B31 IY] /M 1)A Sill 1mis BYS 19.1 BZi 1G.] p05 61B tl1 15!] BR9 W.IIIth 11., 11] 1R0 93] 1TAa 09A INP B9 R0.4 6B1 1]I.B %] /09 1%.B 669 r1] IH6 652 %.Y 669 1R./ p53 62B %B 11N ROA ]B] 1]0.a fill I6A5 BBB 110A 19B 15J.B /e5 t14B H9 iN./ WB 1%A 063 1]AU B90 %A 6]] 51.2 l,1 Oil me IlB H6 601n 113] Td 1511 fill 1191 rdB 1#J lIB I1]A to 1 1B6 Hn 1..9 5I 130 118 1%.v 692 II.e 11B %./ ea fiat 1b 5R° U2 fill 16.1 6RB ]B.1 fl) ,b 0]N 1H.) !rt 1]1.v SR 1n11 8)1 1133 6% I0.1 °ll 1%A Me 12] ... 61A 4e .1 on Bit or N'. OR 11.0 B)1 ]tA IN 61I "1 BIA IN 3e1 /Il e3.1 10R #6 11) 0.71 f8N IOTA 11] 111.1 1]0 e9r 811 Bl.e 919 at" fill 04B E00 11.] 511 109 IXV "S.1 11) 120 191 93,1 PIl 61] 6a1 #1 IPH I51 MA ]IA 118 IB.B IW 39.1 51/ ISo IW P39 61B fr ]lry 0],9 91v 81.1 I30 e31 919 ll.i d0J 602 It 9S2 9A9 1]3 61B 11.1 11P SaB <BA 1]b Y4 M.1 ]91 910 I6! 1AY IS] LIB 11.1 9S3 1e5 ISP ]11 1'!A Ivy ]e.] Nl H2 IB! H1 ]M 41.0 <BS ]BM M. 6A3 I05 111 rlf Na IBB ]11 913 111 BSB Sl.l ]H ]N dv.0 I85 111 3¢/ ]R 14/ HI 1/.1 ]K II1 I1.B J0P H] 111 ]B.l ]59 112 1).1 41 29Y 840 ]I.] N9 3B0 Y].] 19.2 111 JL ».1 148 i.e 10B H9 #] rh S1R 19] 160 %F !RA J]3 1]./ 395 ]n1 JIS ]l.0 2% 3A] ]]3 J2] HO Sfl3 S3R 3i0 ]% H.B 993 NU ]11 91.2 ]]i &.1 2]2 MN ]3.0 2B1 #.B 260 Pnl ]01 H.9 258 25.0 1B1 tfle 363 21B MI li! 2dB 10A 10 21A 241 "1 3B1 195 R11 tA0 R91 1I.1 YH 12.9 EP lie 9Y iMN ]Ae 3]0 211 Rv0 11t6 IN ]I.1 Ya'I 1),5 3Y1 19] Ht ISI 3]O f03 18B 111E 91.0 IN 331 I01 10B YIB 1BA I. 2,1 14e ]et IA1 110 iBB IHb 11.9 iB/ it, I10 11.9 1Bl 19A 101 TABLE 9B AOcpor SYNIRk: 2RCRNFfa Ca Ro ECmo. T.N! es) Mee.. FIIIeE GIU PT WaW Me1ei N°N�TyIa: ]�EGe 31t6•Bav vi-an 1N•EkPNCnmI b16'Elm Min Y10'IXa WIROM VPEIm Utaroa 1/1'99 E1u AeO.Galb Lib EOo UNCRi 1/1'S9 EkP PAN+nLol 9 alul s u1G5) tl1.1 8emN 11351 01231etl 9onnY (G]1 pnchofCAp PaCeWe 3-VY 1" 211Y S1M P 1-1/Y 1' Mrz' 2' 1VH• T 0.19' B, N' 0.]N` ReNrce In4 I' 13'1' 1.LP Y IVI" 1IN' I-114' N/0' 1�11P 1-VI' T LYB' 119' wMa EmWiNCIB .. YLP 1S4' IUI F+ ZI0159 2POILa 95110R ]IBIb ]1415a 8511^e 9asH ]ll0a III IG #O Wa ZAmlvo 6p Ai5'M0504/elnNEa GMeI WIp IFq.1F 39]N+ SW IO+ 16010 B90ke WA NIA NIA WA WP PE215e 6v910a 1120N 4 AUAcm®1.15`MBL OG /91.'laElafOMel)tlq(Fq. 2j 1#IE1 1W IE5 WA WA N/A WP 3W IM In+ Nx Oa ev'Im IPm0me B9PMI40.G/(Ph3Ayb GM/IM SY r#Oe IW IF+ 6W Fe 1fi%0e IBmba NIie .1be WA ]%Ra ]I9 Ra %'mist 18W onto a#IN IFIp.IY W0. WA WA WA ,WA WA WA WA NIA N!A NIA WA NIA ]grcM1wa®O.N'M. O.....,Ne,HTAWIrt IAMMa!-VIFIv.6F 193Da 1#N+ 2250a MS Sf 0231N t]80a 1101G 1111pe 9101b 1Bl l5a ]J30a 11909 Wq tIONa SII P+ 22110e 1t 112106 3tlPWa 9901M LnvIm 01.1S MIn 0.C/Fa ffb. eF H00e ]WIN WA NIA N/A WA 1W IN WA WA N/P WA .ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACT UAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULUO QUALIFY PRODUCT REVISED plying with the Florida Bu1lEing CPtla NOA-No. 17-OG30.01 TABLENOTES: 1.260' r-1.250'"I FIGURE I: FIGURE 2: O SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND ETSHEET 25 FOR INFORMATION � r • • � ON LOADING. SEE SHEET92A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETLNEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 1111I I I / / �` ON.,,,. NN o FIGURES: 3)MULLION AMID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.260' 3.250" J 1a `LICENgF;%1X ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ANGUE 9T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. z [70=0 BCLIP E USED = *; Np, 58T05 4 SUBSTRATES: : CONCRETE SHALL CONFORM SHALL CO SPECIFICATIONS HOLLOW AND IN PAIRS GROUT -FILLED CONCRETE BLOCK UNR(CMU)BHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH MSG CF0.55. ALUMINUM SHALL BE �A �)J' F6=0 FIGURE 4: FIGURE 5. FIGURE B: 6063-T5AND BEA MINIMUM OF.100"THICK. STEEL STUDSTO BEA MINIMUM GRACE 33AN0 •',, SATB F . .045'THICK(18 GAUGE), STRUUURALSTEELTOBEATLWT.12STHICKANDMIALL ,10P .10P 'i lCs]•'• ORIOp.+'•\� ` ANCHORS INTO METALSHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND THE MATERIAL IAFX325-XlloT I.2TX3.2TX.1o0" pis, .... l.ENpX3` 1I1o8Ai2ANCHORS INTO WOOD MAY BE STEEL IB-B S.S.OR410 S.S MILLION -MUUEUR MLLL1011LED A `B] FIFJD-MULLEDR FPCTORLLIONF DUNITS A. LYNNNIILL�ii, P.E. � FL P.E.p 58705 TAULU 1UA MV1Ilon Cep...YTebls beRF) Opening Y&6N (bIMoJcSp -]Perv9ry mJFOIg)erOpening HOIgM (br hcdAd e"U,,nily IMibrs) Spb fa 1. lOM1 AOM '00F t001n Iso 110U 1601i 1]61[]16 fle0lenpav LoaGnA Teperb^A. Luemp flevbglar . Om9 TreBrtri, LANNI fll[1mAtl[r LovAN T.,lIun9. nag InA a., A, W', TapRAnnA. U.5 I Peeerytle[ U.., Trep?rinp. LmEMB P[NnOAer L®66A TrryrtirmA. N.I PayergW]r Lee19 Tnp' LNoi, IN gAr LmdNA TAATNA 6 Lum, PTe. uivly L.No., TApMd Uw1:, E .631 AIXm.Tuba 081"I'l F fi fi �fi v3 as �'€ =e as tB as fi sa :fi as a as pas .g2 aS_ $G 2fi <a S}, B sa 3fi f as ad,5d iz 6ga.y� sa s @��``EC sa ag �a ,a sG as 4` ca9$ 3s as :� sa w sa Uln n00 sM Im.O 1]s Irae ]u nao m IV.e e6e Ina 506 1190 US IVA $19 110.0 Ills Ina 691 ne.0 INS Ina 621 Imo NB! Imo Sol ImO 173A 170A III im0 IIN Imo III "I" Imo me Ina SM n0a W0 t]0.0 6N im.0 99I Ja0 6m Ina 119 1n.A 66t Im6 n16 1]8A fln lion u11 1Io0 1.0 Ina Ina Imo 6W 1691 Mm 170E 600 ua6 1979 HOA 660 5g6]Sp v0.0 11l 1]00 66l 1100 M6 1m0 631 1IOA 1016 00.0 601 1]0.0 1195 In.A Ti] ". 1N5 4n0 )U 1/0.0 N91 90.0 ]66 1i80 11@ I10.0 TS 152E tell 1M0 156 19.6 18]7 g00 i66 Win Ina mi 1m0 an 1m0 Sol 110.0 691 110a 1116 Imo 761 1'11 IZ)6 in0 B@ lino Nxl 1I00 1 I]OA 15M iron 1. 1111 Ion "IS I. 1]I.1 f)69 IIOa 001 11].9 1159 1]0A 061 601n V00 B96 ROA ]N 1]0.0 0@ Imo 191 '-a INO U90 670 1m0 tdf7 Ifi.O MI 161.1 1111 1m0 990 115a 1511 1]0.0 ION 1'N.8 1511 BOO uss I016 1511 qa0 IN] so, Ion 170A 1063 6lln 1180 a10 IlOA 115 1n.0 1119 fn.0 860 11].0 1I0] 1700 B10 156.E 1]l0 110,0 1016 I]0] 1310 1]o.A 10m t]5.3 13m I610 103] lmd In0 15i9 10n 99.6 U10 155] f%0 m.l 13m 165] t%O m f61n I10.0 S. JOA leg 1]On 1169 i]0.0 9nl 165.6 No t]a0 I0p] 1161 1RIA 166.9 IOIJ 131.1 191E 111.1 1000 109.9 OL9 1N9 1940 969 9R.0 1Rde 190.1 9m 1)A MA IR9.o 616 68.1 129A 15.0 %6 i]In no.e 1W9 1100 176 1A9 Ills 150.2 A9] 119.9 IW9 133.1 %6 1M9 1019 119.1 660 992 INS 1091 AIB p19 1021 NB 69.9 1019 8f9 @6 699 1N9 81.2 6R0 6E4 1W9 91.1 BR0 1121 WI N9a N2 1Y.9 NI 1206 005 101.9 9f1 e9.E 911 1ND in 19) NI 91] )60 11.1 911 05.6 I61 69.6 A11 1I0 ]M Na HI 1]] >]6 llln Ina AN III as 110A AN IISO ]N %3 BN U.6 ON 91.9 n0 1U 6" N,e ]m 66J eN US 111 00 AM 701 7% Ila 6M A).o n1 UA AN 60d 698 901n 953 611 99] 59B 11.6 Ell 113 Sol 61A 611 E]] 111 663 668 O.1 111TIA611,11 UJ Ili ..e 171 13,1 an IDl 111 317 531 US III USU6690 ]3J Z" 64n 690 11A 611 60.6 6ao N., An 116 662 1¢l 510 690 91.I All 10,1 690 N.7 Il] 35.3 590 31A US 22.1 690 NJ IN11 u's I06 jv�.a 31.1. 196 ]2.9 1@ ]].6 166 68 3i.1 3!I 30.i IN 21.6 3L2 11A 196 219 n6 I5.5 I66 19JTO13311I A6 .1 30.2 ]9x 26A 1Al 11 &.9 ]n 19.1 Ni ..I 363 IIA 4 1 19.9 35fi 1d3 15111 US NO 221 378 237 329 ml all No 19J RI 16.1 "a 163 31d INIn PL0 262 31R 212 1L5 %2 1]8 U9 US So TAULt 1VU AnchalCepedy Teble (IbX) B u'slrals 2]X CPw RNe 90h COn[. NtlIaw WU FIRe]Cgo PTW11 mS NIB E. W'SS E[b -a -aa el[o 11d'SS EI[0 s108tn tlNAp M1291¢1 An06aFCIS, P.IXem0 Wtbv Tli' Y1B E1[b ulam v1'FsbVna[rn UltraLm 91180[b4Xxm t/d'Etb Unlazbn AAgG�r am.- A@laitlrc 9[R19(LD)S[rW ICd 5[IBV IGiq E0Qg5UttP 1' 2ll2 1' 1 2-112 N16' I• ENT t• 21? 2 SIIC 2' O.N" 09P a5P EmROnCd i.1m 1{ 4- ula• 1.4' P 1-Ira• II I'll I'll 1.IN' "w z 1-S'0• 13Sar Mm 2Naro19996]YM1n 0.C.l SIaMW VOIRelcep 1f181 Sohn SOON YLN9 M. i6N Er 2op9 2B31M .1m as. 9NI95 Fv'd Pa 24SI9e Sd11M 9UOa ffiUlro IARbv9®1.tYMIrt O.G l9laMltl (V g0N101ip 1F1g 2) %I iW 6A WA WA N/A NIA ow1b, WA NrA MA WA NIA fB2W9 a15Un I1DIM 6pRM9 ®YMIb. D.GI(IIy5AryI6 L9q/W09} ]b1109 ]B]W H919f 10J11[e tR5 C5 NObS 591M A. ]WIN ]10109 690N i0@� FB21M S95 av I1m NA JprcMa®pXMh O.C,IULIp.Itlb.1W'NIIm IFlp 11 N/A WA HN NN N/A XIA Wp NIA Nrq Wp WA WA NIA WA I. I pRM/FLIq IFlp 1? 1p5 W9 194 b9 95199 U6Vn 0231u ISO b9 I'^ In lbl 9]p IM 191109 99208 d1BPe IloN9 3211M mp N3 2An[bnQ15PMIn O.C/FL6 ¢ei >mon 9»ro WA NIA N/A N/A IW Ib IUA WA WA WA WA 9II Nx dUW: Salle FIGURE 1: FIGURES: Fo-=* FIGURES: FIGURES • FIGUREZ TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 2123. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE WED N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUDFILLED CONCRETE BLOCK UNIT (CMU) SHALLCONFORM TOASTM C-90. WOOD SHALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SG OF 0I ALUMINUM SHALL BE 606ST5ANO BEA MINIMUM OF,100•THICK, STEEL STUDS TO BEA MINIMUM GRADE 23 AND NY THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.125'THICKANO=. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & Al2 ANCHORS INTO WOOD MY BE STEEL. %e S.S. OR 810 S.S. NAl,nI VANCHOR wcn (o w)X MULLION CAP.r..,�.� ANCHOR GN.,o USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1,2SX3.2SX me MULLION FOR FACTORY-MULLEDUNTTS 0 Roo @ PRODUyCT REVISED .a .. nglY��Ca Mob UN, Flor3Bg d. NO".. 17-0630.01 * 2 No. 58T06 FL RE.A 58705 TABLE 11A Mullion hpBGHTBDIe (IDsAP) OlKnbg Wnm Iran AelllraHsparnd m1mDm)PrOwnIo9H6lpDtebrlKrhoUe1",LimmUAam) Gam 60N 18N WF %i 1150 160D 1ppN 1RB in PCImpJo Ro0-c- Puieng4v T.P-.M NaaLn0 TnP'6nm0. Pea1a69u'A, TnyrdanP Rxunplae T�N64vnp_ �eaEFJo i�Fp ]btl®WlA TeLotllnm R(va6vg ]b�PmBB WLoa@npm iLocl ql p 1151UA4 Lva&np .' W®q Uma, IufNp lvatNO bdnB Li mbnp W@ep LvbnA g p A a.524 Atm.TUSa 4,. 5 L A .=- t�@ .b' g,- § $.. 9 - all n0.0 ]sA nn2 %6 np.p 99x n0.0 119 ne0 1D6 Iran 6R1 nsp w0 nep sR +m6 Nm Im.0 sal Im0 ms ve0 n1 n0.0 v0 Iro.a m OIa no0 R0 tm.a us 1m.p ra Imp Am 9% no.0 Op nap nm npA 16I np.0 n1s Imo m P0a un ne0 Kp Imp nK +rod K0 ns0 19U n0.p sea Imo v61 v0.0 Rp nm nod roe 1mA w vp.I esp ImA 6N Im] Im6 ne.e 6Be tmp HI9.] 1m.p Ap.p tNs tmp rani t6am 17 tiv.a IF3 Rnp )5G 9ap A9x tm.o 1¢¢ +m3 aA I7" saWSu nfi0o..p0 nAB]] ttmm.dp 51!l n0.a m6 np.p 6]1 npd m9 n00 % 1ma n 0 Ila] M. % .emA 00 I m 240 E@s1 KNn.pm1 von B1 MIDn E91 m0 ]O I p m p n)Ot 31]00 a46 nnp 106 IA-1 Vol I10 ID6 Hp a163 Nd 1p6 Rin pt 63 Pp R0.0nM]OdA1 NO lioa An tmd tpt6 Ilpd tfl3 118a ...a T. 165A Imp Ina 156A 360 imp 11. ... 9mp a t1)1 C'. am0 tm.a 1111 01. tm.a 9)a 1M➢ ]d5 110p 1116 IM. 15r n0.e 1Mx nep Imo 1165 f180 191A iT3p Ltp tl]0 19W Imo Ix)6 Ia26 1%6 ImA 1288 1oIT n68 110d 1]B6 m Kin ImA 911 11 p.p m9 flea 11 ¢9 IRO 903 fmA IR1 11" IUB Pa. lei tlp,p 1m6 110A 1159 9O ni 1p 10K 16 n._jy o O➢m531TIROn6 13T6A U ti 13 991 l 15A 52 A61 16] IR mlv IAIn tm.p Im.a f01 1122 1p➢ In- 9T liee 17IC fldl iRA 10ap 1IA IYA n0.0 ww InA ibm 1 ] tm6 .,I 1661 nth 1im IVA 1¢58 Nt9 19E1 9aa l5K fll.] Iae 4I 15s6 Ml] w9 T11 I656 191] 1I16 IRO I]% IRO 1116 155.A Idn 1699 w5 I3W 1di1 152.p IYN 1212 In lUl lap' Im.l AR UES 1191 K.9 LI] 1I6.A 1169 ]l9 14T IID.A 116E fi6x IdR 1%] 11G mM 1180 1+61 imd Be 1110 -1 9'[i 11.0 IIID A0.] 91p 593 11f0 n9 E91 60] IIIO 6i1. E)A MA 11ID 621 Rp 901n L2p Itla Id15 966 116I 1110 12].9 p6A 1m.6 f1+a 1819 901 ABA 1I 983 936 R9 27 366 96 R1 9a66f )]069 A A5 >16 5 6 A;as 5 9oln 1nfi 9 t3 m • 146 A 31 11n Y ]50 S 612 teAln AIY ] 6 S I 6 ) . SAf K.0 650 L.1 Ta0 68] Ke OA n0 49.8 fill ILI n0 6.0 19 aiA np d1.1 fill 31.5 TT Xb 69a T..O ]!0 31A K9 R31 RO 85 Iflln I6T I30 R3 Afil A11 ]30 as ' 631 30.0 fill ]]2 5]1 2S0 6N 2T1 619 NA 63A ]I.fi .a 181 6N 22.5 5% lmin 599 rY 61d 569 I99 620 612 660 1}A 621 LLl 553 ]Tf A2d 99.2 SN 93] 6a{ 1WIe .1 4. ".1 400 RB9 Ua - ]A3 BAB A. 25A %0 ]1.1 Iy R4I 19] U] mA bl I1.] <l3 1A1 ]l9 TABLE 116 AntlmrtaptAi sUKpa@ zRG14mA l T@bl@ Qb@) s5k cmc nWor Wu FYCE Wiu Prnm1 I Mda L1CDm vd•ss Eta WVVA. vrsseto BmsM M2ifm 0251a AKtorw x'ir Eft m-- yr ExouB2tm YMm 9i6'sro Ulrxm yr tkoutlrat0n ]ggr USAX Am'r 9[oo- tru LW`J 9.•tu lY#j AncM1orClip Pall@me 2NY P' DYT 41R t 2-vi 1• RNY Y. S1A• P 0.4Y I LL3T IO.IId' E6¢mslame Bnl 1- t314• fNa° x• t-Ira• Lvr 1 1114• t-vr t-iW ivd• z tdB" 1aY mks FmtrGnmtpn tY<' tNf 6DIm WWOA:m t6NM/ lm 9IA EB xNwW 3G >m 3]alm BGm ".1 MR" MR Iam mIhMts ln ¢Crsblae3 n03NmMlFla 11 $m3 sm Re t 1%SO tl3NImON 0.ms mS 1BW Im Wxlm EWA 1ARIM ®SMIn OL,I(-025AIpkL[p3/Q1P Sj ]Bp ma TWea 6m tM 1.- S10Na SmR NIA -m 'AV-BPo NM WA VIW 1m Btlo.@YNum. M§41 WA WA NIA WA WA NM WA NM WA NM WA WA IAK1vn®O.BY MMOC.NNp. fArtK!(FGlp Ma 31 1%� tW YF Yd ry MSIm BR eJ 196m] 1R®3 TOIm is m6 ]90n <]9N nOma 911 ma Y[I Ds OQ Da X01® no �Im R PntrM OS t.t6'Mrt OG3FLY x(4 m3 Mau NW WA NIA WA in. 1D10a NM NM N/A WA WA FIGURE I: FIGURE2: FIGURE3: ANGLE CLIP MUST REUSED INPAIRS. FIGUR54: FIGURE 5: me* FIGURES: • • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEl' ON 25 FOR INFORMATION N LOADING. SEE SHEETS 2d FOR GENERALW TMETHODS. ALIATION MEODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTHATES: CONCRETE SHALL CONFORM TO ACI S0l SPECIFICATIONS. HOLLOW AND GROAT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 6 0. WOOD SHALL BE PRESSURE-TREKTED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUNI SHALL BE SOS&TS AND BEAMINIMUM OF.iW7HICK.STEELSTUDSTOBEAMINIMUMGRADE33AN0 .045 THICK iia GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND -ALL ANCHORS INTO METAL SHALL EXPEND AT LEAST S SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, I"B.S.OR 410 S.S. ' BE USED TO OVALIFY OPTIONS FROM THE 12TX39C%6R4• MULLION PRODUCT REVISED as pl9o`�p with no Flodd2 ..B... NOA-No. 17-0630.01 Expiration Data 0=612021 Now. 58905 f ll♦��_ FL TABLE 12A ' Mu15onG c Tebb bz01 COHNIN MOdN pOrle2wy`spxmAlp m1Ai%o) Or OPemnp H%gM(9ArNM9MN0yspe]yLlg 9pp 1WIn mW�iare) IAIF 6pF win IOM mr, PION vol, 214i15 ReeunPOY LnedO ileNitlW. lmMn9 ILLet*N/IY L®dni ileW4hnB. 1mJ�V MInWY IoaZW lrWibvg Lm6'N Rntre9ry Im]nB T*,J. WdM Ralaµa lnNrnr, IuAnO FMUVd.r Lm0n0 1WIM0. bWb9 RUMWIB lnoA9 ]IVrlen& Ntl�q PeMnW/ WdN T4TAYF Lv®n0 ReclviWlx Is¢WG nq'inmg LmdN Ahlm. Tuba S y ffj S �& d� d `ry �@ 6,. E d` 4§ �$' ig E., E d §§ I��1 Su S �-' ''pb6 y�ygg 6C rA gg da r� � jjb dr S @ F� AB lQb 6q4 E d j5 )� FE S p� ''jbj d {Iv+M1'8 $8 d [jbE6Qf6 Z6 aay Ca d 011 S S 3 $� da$ 2a s d ZO �^ ggI� de S gg 8 S6 �. dC 6Bqqgg0�Syy Y S��Mellon �. by d0 F6 d { d`� d �jj i�e t dY �l` g}gya6Z ., 1111 dQQ99§b 6 13N No 6A IIDD ¢5 IIDD JN 1 A 11 me ¢M 1700 60B I ne ON 1R0 610 110.0 Ill. IN. SA 1N.0 Me IRO IIt P00 IIM l7e. 6ZI 1]0.0 1115 Ma SN INA 19M IIDD RI NF INA 101 41 IR.O 6!0 IRO 6!1 1i0A 892 1]OI 8]0 1R0 11}T IN, 661 900 R15 IR.O T) 1R0 Nt) IR.a 690 P0.0 R09 t]0.0 610 1]00 1%] 110.0 860 110.A 3Mi 1R0 0A0 N.Ebin 1]0.0 )q APo 1R.0 "I 1)00 1WB 1J00 fiN IRA PISS DOO T'fJ 1i00 P15 V00 TIi 1]00 IdBtIRO )N I100 IRT IT10 ]38 1>00 9tl2 IRA 153 tR0 3991 IR.O )69t9l10 fR0 6N 1R0 -1 601 ti00 HIB IRO )N IRA 1'tl6 t100 0% 1700 1434 LIDO 8Ti IR.o 1'91 1Ra 8G6 IRO IBI] 1T0.0 641 1R0 i1I1 IR.O 8% 1T0A Nee 1R0 d61 W b IRD 0]$ R1 1)00 1N9 1R.0 170.0 IIm 1R.0 8R IR.O Htl 1t0.0 BM IRO 16A9 1J00 S98 1R.0 ITr1 IRO PIPS 1r00 21 90. 16] IRA U S 1R.0 IO9 160A 30e0 IRO 14&1110D NO [171.1 )45 vaA .... IRA O30 I)p.. I. 1.a BW IRA 14N IRp 1M] 1)p.0 1G]] 1)BD mR 1]0.0 w IRp 11Y2 IRO T131 1R.0 PIGS 1R} ]X] Inn till IISB 3.I INA 11]1 RF 1R0 6i1 J69 1]0.0 1160 1]009W 1)00 13W 1r00 IWI 1)00ILb 1R0 10✓6 IRO 1]A IRO 11Y IR.O I46 IRO N10 1]00 13)6 t51J ]Nl 1]0.0 1365 193.0 'Mt1 1100 138t]31n1100 1DA 81a IRA IT3 1TA0 Im9 IRA t4N II0.0 11ffi IR.O - 1RI IEI R0.0 19A 1I40 1315 IRA Zi]5 IR,O tdeT f190 1R0 11b 1N.1 31N 1R.0 15ID 1W.Z 11& 9401]40 1!]0 I140 I2W 1]OA T 1)49 1]t3 IGS1 16N IRO 1131 INA 196n IRp 1549 13].0 9,70.9 1818 ISN fIIl 196A 1M0 INS Po.0 IW9 132i 1N1 2 )AM 110.0 1151 WT 1)00 1981 IIDD 111E N00 1011 IRO 1S0 no ND 1r0.0 PAN 1651 1N1 DO.O IN1 IVA IN1 1811 15W 1N! 14i.] Im 992 1N1 189.A H59 BA.9 tmt I9).e 1114 In 1]0.0 IllB 11N U. 1190 IN.O 1318 IZ).0 1BB9 1A00 1189 1118 1]N 131.] I1N 904 I]49 1143 11Q N.9 1;190 1%.8 11q )1.! 6Y 119 N.9 1]BA e3] 1109 559 13Po R8 10Po 9GF INA III9 I31.8 1p93 tIID IRS 13].8 1O10 f033 1330 1113 1pA1 02 1310 90.9 1011 n1A VI➢ 89,6 IOE 1].] tII9 Bi.1 1%8 61A 109 J].3 Po3 R] 199 fi50 an 16.1 IAF 10]S Bll 10.5.1 1)I N.3 %I 09.0 !83 ]LO 011 D] N9 N.T WI Bel 6A 6i.9 0I1 G18 AZ3 61.8 BT1 !6A fi16 I11 BT 49.0 )m ]IA W1 "A No R4 WI 10.0 )!1 111E BA1 019 BIA 1]Z ]0! 019 01.0 APB N.I .11 R.9 606 5ID. %B 620 RI AA %0 Y,l )N N] 010 61.0 T 4 >Ai 019 NA � IN M1 91e 10] 1N A0 1RN T93 iN ]8.0 ll6 RB ]N N.9 )C 5].0 IW N.0 IB] 4i] )N NA 6M 11.8 R0 N4 6R 8J.) rA8 105 OA IN 31.0 653 9D No 91.0 N1 TJ.e he N.1 NI INN 4t] NA 112 fiN 54 NA 9l0 I06 ]13 6N ]1A 191 T1.3 6N 3L3 IN 3A] NB E] 4R 21.0 Sce Y10 4]t I00 NA 105 I61 108 510 Il] IN 1].i GIB 13J NB TABLE 12tl MOMrCapad Ta0le pbl $AApnl 2h m2Me SBh CIrc. XNns fN 11I FlItl C21 P9Wvq Ndy R16E1[o WffoP NS �no 1/P ]S HN r10Glaf MBSIM MI351¢Y NAAYTyW Y1C EIta USrKm 14'EI[pU1e[pn DOxm YIE FI[pltlam lll'ElcpUbe[an A8PK.3R UL m A$rt3YY S[Id(Cu`) S[m ITiG) Suav015J MCOorCGp PMbma FGpi BlrYlr<Q9 1' R-YZ 1" 3qR NIP t' 3I12 1' =4 3' n-im S OX' p5f O.BrP EmmnnYa0n3 131d' 15r 1911• ii, 3• 1-Nr uvT 1-In• t.v.• 1.1/4' t.vr z t-S'8' 13C Vales OwnIl'o im l5f BB]m 4`Dm Npm tNilm nGm xm 2: B9Cm r1o12 9ia ms ENm 9161n5 Ntbf N]m ZAMmn®4is hen p.C/SdtlYpar06e1 E]p IM 1.a. N/A 591nf NIA Nona II IA ARm WF N9110 OBSPo 112an 113Im IArthm®1W Nh O.0 /91M6N Ba %Oldomino 9i imm )ram N/P N'A WA 1M21p 1]PBnrla, 6An1148@1r1'MYL O.G /91Ym�p Qr RPeDCOp(RBi N91M ON r551N 1B461W WA ](d 56 WAN91N ONm iimlbrcronNTMlI.OG.I O.C,/ 'hSArew"10% ,Gllm m m)IN 15®m EWA p GWm WA Rdlm ].L9 Pf onere 1092m W3W QIhSA/DWQpal IPa 6T NRw 11Rm rfVB1m 39m1m % amlb NIA Mmm M""Ia"'TAAIfimmArcMx®tN•MIp.00IULYq Inb.t33ALm 619 r1 NIA WA WA WA WA WA WA WA NN WA NU N/A WA OA 6ARMn®0N'NN.OL.IUCnp, pnn IZSPLmff13 GJ INA WA N/A WA NIA HIA WA WA WA N4. WA WA WA WA TI Ilo 3M[ro9 NOW 0.0011 are Oj 3Nm 9Rhe SI52a )491m ]lira N/A 30910: WA Mae WA -a- r-A N1 Nf 1¢Ile 6II Ip 9AIeM aptri'p:n.DC/P3] 15y.1% d¢m fiB LA 9]9M Or31a N/A NW ]Stm WP 9pllo NIA WA WA NtUI 65f 1b Nam NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHORVALUES AS CD CIRCLEDVALUESARE USED IN THE EXPMPLEON EHEET24. =ANCHOR CAP._ USE THIS FORMULATO OBTAIN THE -ANC IOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN N IS LOWER THAN THE MIRUON CAPACITY(FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY MICH'MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE. PRODUCT REVISED ing IyCcdnwlth the Florida thig NOAJ40. 17-0630.01 Expiration Dote 05/26/2021 By MAAJ Product Comber FIGURE FIGUft� F.G.RE 4: • • • • • • • • TABLE NOTES: 1) SEE SHEET I MR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR 2000• O JV LYN7y ''., •IGUR� • GENERAL INSTALLATION METHODS. �Sa�' �(CEN..1.4 (( FIGURES, FI EEN LENGTHS AND/OR OPENINGT DMSISALLOWAELE a.00, • • � .UR:6:• • • 3)MUWON PNDMULLIONCLIPS SHOWN ARE NOT T0SCALE. FOR IXACT DIMENSIONS, SEE SHEETS 2A23.HOLES TO BE DRILLED IN 3)MULLIO AMID MULLION CLIPS SHOWN A THE FIELD FOLLOWINGDIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOWSUGGESTEO,APPROXIMATEHOLE ,250 No. 53]05 -*'? _.0 t/B _ LOCATIONS. �70 •.,V.I FIOURET: FIGURES: FIGURES: FGUREIO; ANGLE CUP q SUBSTRCONCRETE SHALL CONFORM TOACI XH SPEGFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT SUBSTRATES: CONCRETE AN OF 0.55. ' J%ss/ONAIL (FIGURES MUSTBEUSED (LSHALL CONFORM TO ASTM CD. WOOD SHALL BE PRESSURE -TREATED YFILOWSOUTHERN PINEWITH SG ALUMINUM SHALL DE 6063-TS AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.MV THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND AN. ALL ANCHORSINTO METAL SHALL EXTEND AT LEAST 3 SCREW TXq•x A5'MULLIOx .... EC`10 A L111LM M]lIL1L9,P.E. IN PAIRS. THREADS BEYOND THE MATERIAL, 9105 D12 ANCHORS INTO WOODMAY BE STEEL. IBS S.S. OR410 S.S. FL P.E.# 58705 TABLE 13A Melfivn Ca 0 Tahb 2x6x26 OpenlnB YAtl01Qor3elticatpop BlF, mo-)O]OPom9 MaIOhLITBrtgnmrMly,NNmirgmJOam) Im In RMUI rnplllma. lvedna LmLg txuln RPPMP0a T;ROging Im.UW Imd10 ' min Ilmlmylm InaJM TpFlMvp. IOW+q min IrclmpWer LmPna TmpTina. baSmO r001 P+c+mPlbr Iaetlm TmpTllap. IONra mk WtlsneJar Leann TBOU. .ww lwMillq Wln M. 140h Raorrolm Tyfirb Lm11R Imtlna 1001n PmA^P0a' T eaw Iue65W IwLo AIam.TILbB na n Ilk, � 8 se €_ � as $ � @@� a�8 E8 g ESN� 888 �',.a @ s w-i �'a8 @ I Ed ae�� wW tmn 6m 1no 4ss 1m.0 rH na0 4m Too em Im0 5W Im.0 wz 1m.o 51. nao +116 Im.o BZI Ima I2w n0.0 wf no RM no.B u+ Ima n3s Im.o wI Im.o taw Imo at wm nm rW n0.0 m 1ma BW Ima SM 1To0 on Ina NO 1]0.0 1136 Imo Nt nno ms na.0 m tmn Hn nao aw 1m.B nW v0.o BOB Imo 1w3 1m.0 eeo 1m.o aer T4rImoEwIma em n0.o m1 nO0 +ow vO0 eM Imo Has Ima m nno 1su nao r47 Ima 1w1 tm.B no Im.o nm non >-x +m.0 San nB.a isa 1ro.a pa91 Mh In. Rr nno eR non we noA sst n0.0 18 n0.0 rM u0n ia5 1ro.B ew nno I4M noo Mr +m0 1M1 fma ex Imn mn Imo N1 noA zml noa eM nao zu0 wh 1mn ms 1m.0 701 n>A Ima 1m.0 rn n0.0 raw Imo eM 1ru.0 141T IMB aH 11n0 IW4 17" We Imn mI 1mO Imn nno 21Z tm.o IBM Iro.o VTa Im.O Ima 1ro.B 2es3 17aawomn51nnao Bvn noo Wo n0.0 Hs non H+B Im.0 eW 170.0 13M nno am Im.o IHB 1mB +om Imo +Ms 1r0B IBM Im.0 fma n0. 11a nm aw 1. nN 1 a zms Imo I1n In'. x0rs wk 1]vo n4 noa raB Im.O Hw 1re.o aW nMO IMI 1roo 1Wi 1m0 +sN 1m.0 INe +no nw no.0 nM tmoTau 1m.o Ina nno aM nao INS na.0 m21 MIA INN nB.a wn RmIm0 tom n0.0 Lm ne a» +ro.o noo 1T5 a0 1m.o nao tmo Iw0 nno nno IHB mo n0.0 nno nm 12w n0.a +.-. Iiw tm4 Imo Iw.o Ime I-- noo +m0 Iat Solo non noo Iws ++a tm.B Imo x+n ao tm.0 Im.0 Ian I' naB I" 2sso IBw +m.a +rO0 1we +am no.0 HoHna :am no.0 tSrA tmo sw0 f mh nao nsI nao mT Ima 1WI naB HH +r0.0 Wit non I= Iro.0 1a2 Imo two Iro.0 :orx nao Hr4 nB.0 m0z Imo 15M n0.0 an no.0 nW ❑Oo sa3 nao 1m n0.o mN Win non Hm noo vu 1ma 1w4 Iro.a Ism Imo ten Imo Hoe nao z1x w.a 15M nno zw1 nO.B nm noa xem n0.0 I... n0.0 s+e> noa n2s 1M.o U13 Ima an 1. Mn mk rt0.o Hn noa nw no.o tm0 noo t+M Imo few nao u1a Imn 2T Iro.O Im1 im.o am nO taw 1m.0 zew n0.0 2Brs +ono 31w M. 3]]B In.1 3199 +m.0 21m Izng 310 1Nh n0.o HM tnA HW Imn IWO tm.0 IMr Ing 2I31 v0.0 IeTO t10.0 z550 114.G 2ne RAI nof n0.o 2nf tw. SMI Iola zw3 ta.e Vol Has 22M IRS 2m1 IRA aM 0-v 27e1 IWA180 III In IAIn troA 1m0 tme +Tf I. tmn HM 15M troo tiBn 18% S+m fma 1mn 1Wp 105a 1m0 1514 3293 a9 trn0 1548 18R 1881 fmo 115.1 Ml 22n tm.0 HU 2Iw 1M1 IltA 1m.1 N:Q 2203 183.e 1272 2N5 IPH tm.8 1W.1 xN3 12SL 1w1 IM ate 1B1! 11ae 1 AIS 2]52 13aA BOB 21e9 IBM arA T.x 3w2 Not I1a1 No Slm Im M.4 nA mn S6r 1Hh 1251 1591 1m.e 1w3 1M3 ise4 Iml i119 Bat 1581 B1] w] m2 ov, 0a7 Hm BLS 1m1 na 13A 62.0 15M mr i]M 521 15M m.0 IN) H.r 1NA 4B3 Im W.1 1584 TABLE 138 pneha2a ad TableItr eublMe: I.rk CwnWe 15k Com. Hdbe LNO fYIeO GM I Piwro] I YeW "^esO'Tw' LIC FJaaNVanm V4•FYO UIoam YIC Ebe UIPsm YIB'Eko UkCon il'EIeo.LTeM Ile as Ebo All l%'Nao IIIINom 114'LB BI- AO .l MOB Su (L51 H28kH soM MIN 012 Mad Bo -Pei Anchor COP Patlema EaR H3lnCellnl EmBt@oml r 1AnoBau®I.rY Nh.OG181rnOW MW(e1LIP IFq. iBLk 4AmRYr DAW'1BnaGismWi0lmORm3LIW ffb. Bk eA 11 H' wn G.G/...... I.- Fq.4k 4A .II Wn o.n/RI'bS Mab pq/ff'q. s8 B AT9Y. o-"4L5 PMbCtpe/ffla. n. 12A lI0n 913Mlle n.G/{rj hS Npb Oly/fflp. il. 4AM- 01al- wrn O.GIUCBp. Mp.1m'Alvn. ffla 0k BArcem®OBI'Mn.O.C/LLdp. Tle.l25'Alum. gyp. a{ 2 AIGMo ®4w'NIn. O.W FLIp (F12.IOk 4 AItIM tlt'In'.OWFCIO k. 11F 1' law, 3Wm loom IINI. 1.b Im010s 1mOWe WA WA 9W W+ BWm b1? 1., lOM t' 1.4 nOm IA? I-ol Ba]lo+ YllB' r 1H!4b I' }v+ 2NM b1 R' tdw• 1Wm Y +-vr aNICe b11T +m4• NOm 2' I.v+• F41te }IT +-vs• BNIN : 2 WBRI awe' 1aa X11W ow0314' rare' 4421Ee wa rM 4a room 4W Im FD 15Pnm 21W IM WA WA OWm rfOlEe wom 10wm NO as 1Ynco IHBm WA WA 4W Iro eM IM Ilea ke xBaBm u'BBf 11W Im BIw IN WA WA m 119E Ia wwlm WA tam We 9iW Ye WA WA WA IB181E3 WA Mom WA On IN Im'J We WA WA WA 2/o Pv WA 5H0Im WOm ON ow 11mM 19am WA WA 2m IM +NIW loam NIA WA WA WA WA WA m41eo WA foram 1WSm 180NH 1.1b 15mm WA WA r40m 643m rwm NM TH IOf 141Bm WA WA WA 211m WA Inzm WA MBm tralm WA WA WA 6nm W4 HD2m WA msllm B.Ib WA WA WA &81N WA mxlee n83m Mzm nou" Iwan WA WA Milm N2m a951m 1770m Wm 17n. NMm N/A NIA 4tl lb NSIW +fm W. a40m Itmm aw W. SWIM I. We No, W. Bwm 112am NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS HE STANDARD CLIP. TABLE NOTES ;IRE 1: FIGURE Z FIGURE 3: FIGURE 4: RGUREB: FIGUREB;FIGUREIO: RGUREII- 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON a� LOADING. `HOUT�WENGTS 6.(0e 3)MUNAND MULLION SHOWN ME NOTTOSCE FOR EaACTOIMFNSIONG,SEESHEETS 3LLEDINTHE LURE l: FIGURE& FIGURE): GREETS 21d3. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS LE 4) SUBSTRATES: CONCREIRE SHALL CONFORM TO ACI Sol SPECIFICATION& HOLLOW AND GROUT-FII--ED URES CONCRETE BLOCK UNIT CMU) SHALL CONFORM TO ASTM �%. WOOD S� BE THICK STEEL ❑ PAD HE BEATUEREADS BEYONDTHEMANDS TO BE X A35 ALLACHORCHORSIEI'&SHDD.045- THICK 6EXTMAY ENDTEEL,18-G9.S�.OR410T� 2.MULUOM xe.x2• .ANCHOR CAP,e HE -ANCHOR MAYBEUSEOTO CAPACRY TABLE. 1--2000"--i i PRODUCT REVISED ascomp o ngwiN the Florida Duiitlina tl0 RUA-N0. 17A63O.O1 Expiration Pa2O 05126/2021 0a�0 ..... Q�'' " EICENSF'•: . P , * : No. 587O5 gin p0,.. BATE 1 S� Pp� Cc[OA1OP,.'.Ce�2� TABLE 14A MuIEOn Ce et TaDlp 0poningidthi(TOrwffl poromM min ®In TIIN Wln M111I or OPenlnO NeIBM(fplb4IDNaEYpPBrt2n3 PoF nBO0m) lm" iMN NOF 160N 136'15.11" pmwpuly b•11M TnlTwq. ImSy PMamJv Tl+ it Im1YY ROOInON1. lavley T.1 . 1[afLgC RMaUNn TnpTrhffi tmNq Ileulmgulrt U ,c TrN1Bu0. xed, RKYrpWO! Ixodin, RaJNvp I ldoo RstapJv lnBfw TapTbn. bedm Ra01 , I m Tagtevp Lmdm Rxlmpnut IAoo, TnpMvq UoSq 1iwB x o $ gg i@ yp 2 a BS, z'& 8 y�IcaAp a55�15ggg� 38 �&8 YB 4 ytm1U9 a8d8 d•" 'x� dde8 i S d8 �g x@ 7fl ad ac i8 4 E g n �6x�5g F@@2 ah 1M1 IN 1— W —2 ffi 1-1 NB 1-1 SB 1YB +N W1 SID I%p +II ml tlH 1%1 411 MI IN 1M1 N1 6n1 p]B 1%1 411 St] Y9 1%1 Ift l41 YA ml +11 NF 2B M f090 9:G RS ;ID WI Il! Po0 flT mA a0 Po+ W ai+ 317 631 +W Rt ms H3 4P i0.8 314 [4a m me x1 ]L6 +a Tfl0 ]t+ d0.2 <9 18B ]I+ mT6F n1] m SI ®a :W AJ E+ 6BB ffi TU 2p9 61.5 3E2 BT.] 1m 431 12 me].6 ffi1 8+ R2 B36 3® ET'� 613 a] um as m 7A1 N' ros ]tp Bl3 Al +16 31p Sil '� Q+ aU 633 3A d11 1 eta ap ]® 'Ad Te W1 3b N3 110 +11 2N 212a1S at 2MSd Ell aB tU E9 IS.I a+ L`agal ZI.S l S8 1}+ 1m Ra 1W ]22 a1 P.T 35e a3 'ml 116 1W II3 iVl e2N aT 1]1 as SD 39e i!+ 34t +.� xis1m '6T 021'3 .+ 7J+ iaB te• ne Zi+ 2e.9 181 t:a 2N .5 1n M4 T9!.2 211 74 tm m.B an azT pa me 11a Ae .1n xis 1p0 a3 23T +68 ISe Y1a a2 ila 211 a020.p 1]a ant 1ss ad 1n •Be t62 m+ 1fl ae tat16B 28F 143 Ill 9A 1+0 2nd 1% 11.0 1R 1a.+ 181 IPO 195 16a I81 1T0 19i MI. a0 162 2.p IN 185 t9 's. 1N 1a1 t9 1Lp 12p TABLE 14B AMNpf CepecMl TeEb SWNI[ 271 Fvmte ]y Ca[. _ IIOFw[aN FBMfAN PiWm9 Moo AIOnJTy{C ]'1SEt0UhKnl V!O[OIIL'Snl •J16•Et0 mam °JISFkOa@Mm W'Fav URem 1/P 53 E10 �iAl> pIICEtO LMm V4'S5 [30 A®n"9V Ym51� 5[R•((Y)9tlA RV S¢l n251V.1 9vc•P9J An NIOT CEP P•Ee m• E ARVffiem{ Fmme0eR P 13'0• 1tll 1av 1ae i.VI tav SVa' z 1` 1a/+' 21? 1.v+- 1'bVY - ,--,A +v+• S svE• SVb' 1.vr S z nP Ian• E.31- 1sa O.SL' .am ' tNcmaGSw0GIW215AmkEF,+a E{Fl1 f1 1601m 2me+ ®Ole '.IDM 1BLn Ob ee so, so WA ]®M iNb 6')Ye tm2PG 0Eb BeSFa 4Lm CAPACITY TAEIE TABLE NOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHIEST 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR PTTERPOIATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE nGUREI: B)MUWONANDMUWON CLIPS SNO'NNARE NOT DIV SCALE.FORFJNCTDIMB•ESKWN SEE SHEETS 11-29. u� •� FIGURE 0HOW SUED INTHE FIELD F0LL0WHIGDILE TKNAL RESTRICTIONS SHOWN0NSHEETS 21Si. FIGURES BROW SUGGESTED, APPRO%IMATEHOIE LOCATIONS. MGM CLIP MUST BE USED IN MRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) Wl SPECIFICAPONS. HOLLOW AND GROUMMED CONCRETE BLACK UNIT(CMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURETREATEO YELLOW SOL B ERN PINE WITH AN SG OF O.SS. ALUMINUM SHALL BE W(G-T6 AND BEA MINIMUM OFAW THICK STEELSTUOS TO BEAMINIMUM GRADE 33AN0.045THICK (1E GAUGE). MILICTURA STEELTO REAT MAST.12S THICKANDA31 ALLANCHCRS INTO METAL SHALL IX OAT MASTS SCREW THREADS BEYOND THE MATERIAL MO S # 2 ANCHORS INTO WOOD MAYSE STEEL, 1&E SS.0R41O S.S. a ANCHORCAP.,w PRODUCT REVISED BUTldlmg lyo g wiN Ne PloliGo NOA-Na.o E 17-0630.01 Bxplrnnon oats OW2612021 G / miam�e Pmmc on m *i N0.5vm A. LYNNMILLER, P.E MAIN. C•P. T•bb Ibsb1' Op•Nngwell,(1""SficelyaPa mnUflom).'Omrne HolOhtlM FamalYBlyeparNrO mUpan) wN BOh 10IB M. 901n IWN fA In 1.1, 111 3" a Pxblyb Ta SNS Iwln4 ARMY S, WMe TapTlenB lrofn9 RSBSB . bWM TIdFTdtl L-D,, Rttlan9lar 1npTemO IcaApm FCNny11 TeMnmP 1w1BA Ne }6a1 lSad,SS R+HMaR. Le ' 6a[lapilar IaaSM Tee(✓iAary. I-InI ReGryJm Ib3n➢ paYifmry IUBM f1'i:lugEv InaS[9[17! RW/Nanli 1'S BAYNULL glmina tl gi§ v s - $ 6 s��`aEircsbrcsly8 �.. $5gggag�1±�� z_ S S plu0n0 Y L'-. iS S gIm1SN �@ 23 €@s L a � v,. a-S, n.. 1704 Tm Imo am n0.0 We no.o sm 1W.0 9% lraa m9 neo nl6 INA W1 INA Iry n0.I Wf ImA ..B ,70.o Wt 110o INS '"A AS1 Ha1 my WI mh n00 iW t19v ma no.0 Bse n0A BN nao en noo Wo vo.o nW fm0 W1 1no 1xW 1N.o 6n Irao Nn nD.o WD tW.2 152x vo.e Wo 1W.5 tzE noo film B12 Isa w INA 09B INN .1 noa NO nno 6N IMA Ilm Ing NS INS 1. nao 717 IN2 1m2 Iran r50 SUN I , no.B NStin 1. tmB 7.. I.A 1. 1NNln 1r0.0 T% 1r00 11x 1M.0WB 17D.R 19, 170.0 lite 1ra0 NI 170.0 ISM fia0 em 1We 13U 170.0 Wi 1M? 1. 11a0 BY I.. n63 170A a51 of 1.3 1ra0 [fit 902 1053 W1 6 -N110.0 04B 1MA TM IN. INS 'TIA i9l IVA 121, 1..0 9R 1W1 1218 17DO W 129.9 121E INN W6 116.0 lin 1521 M WA 1219 H9.1 913 G.5 I210 1b.t 013 MI 1216 %J Win n0A 9d0 I70.0 NS 1ID.0 IIN 110A BSA 1502 11W 1Wd AN 131A 1150 IMA 914 1148 'IN I".- BIB 1-1 1150 IN2 B65 V. I'm 1MI V 75.1 I1W nd1 870 65.7 11W 1.2 %0 F W01 tiOA %/ 1;A IS, 1El IMO 'WA 661 100A 10N 1140 PB/ IN.] 1010 1.1 &A I.L. I. IN.' INS BSA Ide 1166 800 rB2 IrB t0B.1 Y[I W.] IWB tOB.2 ele 311 1MB 1M2 010 S TSM Ilo.a em 1/1A ]N II1A ltl Iffi.0 r/e 180B BW 110.0 331 Ba0 KO f010 TIl 7B2 0B0 KO N3 ]111 BW W2 r0] 54r BW R2 W] WB @p. 144 6B9 M.o WO 16A WB NIn 11D1 TW n6.1 690 99.1 -A iWA ON BS6 IW Am 93 74A IN W.B So W.5 TA ]4B BI] 59A rW TI2 W5 498 1W fiat Br W0 160 83.1 019 37A 70 615 017 Uh 1f08 r50 1155 AV R.] 1W 90.1 em Till 10 MA W3 W2 750 TT.1 &1 SIB 1W ra0 02 WA 1IS Wr 605 b3 NO 58A W4 SIX m N2 6W 34.6 1W 65.5 AN WN T21 SW T4A SAN MI W] 629 491 51.9 SW N.B /03 I5.1 6] 469 1l] 10.1 SW mA 40 ..1 6W M9 /@ W0� SW 342 153 29.9 6A3 }t,] /19 9.9 � 01d 442 96in 59A IW 51.1 N5 IA5 195 61.5 434 /2A 495 ♦0.0 07 E.1 4W 09A 1r 33.0 IW NA 415 29.i 185 222 40B 260 19! 28.1 100 x1,2 4N NA So 16.6 4W 250 3W 1W1n 41.1 bBl Ufi ]9 MB 091 WA 0M 91.0 Sit 11.1 N2 N.1 391 Rb 117 = 391 24.9 3rr M.9 M1 Y6 E6 nA .1 19A 321 14.9 091 17.8 315 Ilth 1.4 J10 'M,2 E9 E.0 FO IlO ]YI r.9 3A MG ES 200 EO IS ]MI 21A NS E0 SIB 193 Bm LIA ]12 160 EO 1B.1 ]W 120h rat flr b0 M9 S] ]1T 0 2N 31.T ]1l 225 Z. 19.0 517 19,8 2M IG9 N' n9 213 tmh wA SA 17A A3 Mulc la AaNer Oa ad TablO b9 SubblM1 xTeC �ele 35X Cmc. Ndl[n CMV FIIIeOCMV Nstll AnO.IC11PP.M.. MohuiYAe SITS Ek[Ulamon IN'Ek[VMam Yt6'Ek[ Illa&gl L16 Eb[UFFOM1 1M93 Eka 1/4'EkOVNUM P9ge6a6c B1YENe UR/Mcn 1H'B6 EI[0 pPomDaml B1061B.,ea1 90RN IW) n26uY 6[mn W51 n2 &latl 6cmw IGS) EeO lbNxelllk P a111' 1• al/f S.va' 1' aVt' f• afr Y }1/C r 5.10' oN' a.934' EmMfilml I3Y' 1y1' tY4" 11�1' Y t-111' 1-111' 1-III' tali' N/4' H/f' Y t-LC 1+Yd" nha xMel1[[a Q5`NIn. O.C/([I'ASNpY f$elroy.lk 9W 6a ]BOb iA roe SWIM r01W RPDIW 3N Me iW IM ]741M ]20b9 94B Pe ]i1 We NiIEe SW Ih i NrMa®]S AIIn O.0 /R12[SM9k Qqe 11R.0% 7W0e TWb R013[ 15io lce aESb Z'N"' NOb YAIN WA 6W IOe taB31M m2 Pv W91M IfR01ta BAndIYI (P211•MIrt o.C./Rlb5pn94c Iff431 It3010a 11AIW 9NW 9213IM 22N Ne WA mil N/A INS- nB INS- NIA f]IDIM WA 11E21M 192/ka IWnlh FIGURE is Fi .UR 1 FIGURE 3 ANGI-E CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 SEE SHEETS FOR GEN ERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEF MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI M1 SPECIFICATIONS, HOLLOW AND GROUT-FLLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF A.M. ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.127 THICK STEEL STUDS TO BE A MINIMUM GRADE M AND Aa5" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25' THICK AND ADS. ALL ANCHORS I WO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & M2 ANCHORS I WO WOOD MAY BE STEEL, I SS.OR 410 S.S. l'-' ' �ANCHORCAP„e -ORMULA REQUIRED' OBTAIN THE "ANCHOR REOOIRED•CORRESPONDING RTH AN WHEN I E REQUIREMENT FOR THE WHEN R IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED T WILL YIEIDA MINIMUM ANCHOR WHICH MAY BE USED TOOUALIFV U. ANCHOR OPTIONS FROM THE 'o [ W K 0 Wma PRODUCT REVISED Buomplying with M. F1.11d. iltlrn8 Cotle NBA -Ha 17-0630.01 B4pbatlon Bate 05126/2021 t It%I1 I1/// 30• �•�`:' LLGENSF':�CC�I 3.250" No. 59705 * i SIP MY FATEMULLIO A LYNiIVOLLER, P.E. TABLE 16A Mullion CB a4 TabY slit Opening Width(5arCAR mcce, 0roponing HolOh!(drlPli]w1aB}spsrirp WF 1WM1 llMia¢) SOIn Wln NE, mN 120E 1401. 1WF 32r 46 PeoYnWOr AvIng 'nM4TAmq, bWne gvrl®96e load, hN1M1VV. INrO gK1uW6v 1ex39 ➢OPMaie. Lwdm Pw:lcmdx L®Niv TnpTAvM. L^eFe PeapiW'a I.ess, TIWTtlaG Irccag RaYryla wage TIWTAng. IWd^2 RveWgOs Und, T, "I, Lnablq Ra[0P'b 1®J, Tap"aw LwMO Reger'Wb 1^aA^9 9wrreoe. lrw9^0 OEQAL BAYMULL g kiY �$j p �` 6 8 S�e dg ny S a ��, a R.^� pp, 6 d� P6 Sig 8 Sg S g ng, RF LmB O OA 1100 tl1 tID.O 114 RRO QB 110.0 iN.O W6 1]0.0 W2 1ND 519 170.0 41 1R0 1240 Ingo 6N tID.O 11A9 1]OP 521 IRO 1135 1N. 41 I"I 1]00 NO 1]P0 wa 4P0 a50 IRO 501 1R0 BD IND UO IR.O1I0.0 10 0b I6ll 153} IR, ®0 1WJ IM} IRB &tl ]] 1R0 &0 50.625E Ran 1R I100 503I10,0 WI 1)OA 1165 110.0 V] 1100 H> 110.0 1194 10.0 1`.D 111.1 I35: 1R.0 l50 1]&1 I0V 1]OD ]50 R 110.0 ]SS M IRO M 1]0.0 613 110.v Yb 90.0 091 110A 1116 IN.O }51 1]0.0 1]R R0.0 00l 1N.0 $0700 0]1 1558 N65 V'30 OY 1R9 11Y 9>0.0 MI 10A 1A•3 1]00 161 55 1I0D 091We t]00 0W P0.0 NI IID-0 10➢ iN.O ]e> 1Po.0 1210 I10A 0]0 16L1 13W 1]O.II BN 1]B) 99A V5,> I]09 INS BW TWA UW 15].1 IM 03,0 1]9 15).1No 01 19.1 ad IRO 090 1R0 }IS 110.0 1110 1I0.0 BW 5A2.B 1N] 110.0 910 1U'5 130 164.5 BW 12,,] WS 1N.01247 LAID v4 B3.0 1247 fY2 W011F I21] 199.] 9:15 12& q 135.1 CSMN RW 01 1>0.0 )W RPO II6B IID.O 001 N0.9 I1W IW.] Be5 1ng 11W tlT8 B15 1154 B20 feiv IIW I'A1 %6 00B IIB3 1105 m3 712 ItBO 110.1 AW 1W 118.1 W3 T11n t61d 1%0 I6B.1 Q)1 1Ll 1%0 IU,6 B58 1141 IB1B I21] M2 101A 1%0 114.) We Bd8 1me 1%b 01] 6.9.6 1%0 w.0 BW Bl] 1910 WI ]95 61.] 1%, Bl.l ]W 0 B!.] 109 - I]}A 62 10.6 ]D 1110 WI 1]20 TIS W.I Bm 101.1 ]61 058 v0 B82 198 T43 Atl M.2 A0 W] M MI 7N 57A no ]V ]10 Iv.l vn ]1.a ltn m IDA m0 so 2 MM 131.1 Wt 193.6 ]34 1W2 -WI 112.5 i i0.5 101 80c V5 Rl Po1 WS }1] MG WI 01,0 ]03 WB Wt ]54 6W NO 001 6T1 WI .4 an Sag OR W] 672 BBN 0 019 WI 5]d WB Ge R1 551 69.1 615 02B 651 61.1 018 531 545 A50 616 WA car CA 010 A)D SW 3A5 &0 NS 610 'tl5 8M b2 511 10 b.s 5% B9M 602 SW l0.1 WB W.0 3® 501 dB9 10.l 509 SIA U1 120 SA A5.0 I[0 9].9 SW 41A fl0 US YB 35.1 IA 261 S09 3]A 159 21] E60 ]0.3 A53 31.0 SW 2A) N} Min R.9 Nv AO.B "1 "1 NB ITS 999 942 NB Y.1 399 19.8 NB 31.T 31] 266 AW 20.0 N2 218 N9 RI W] 200 Me 2Z] US 1I.1 NB 20A 36] 15D N9 I0.e 939 IIIN NS an N.a 005 90.0 U'5 31.9 51v 51.5 925 920 ai3 2].0 A25 RB1 JAl 24.5 F]5 'M] M2 22.1 IYv N.0 3'8 Ivl 425 Der 1`a 15A 45 10.0 9U 120N 24.9 ]01 39.9 591 ID,1 MI m.0 3A 21.9 3W 26.3 321 11.8 381 228 91] 1. 591 M5 313 1].5 YA 101 9W 1NF M2 ne 20.4 233 16.0 253 V.1 230 TABLE 166 Anchor Capacity Table be BWflm1¢' B.1k Ctlnmo ]E46+ne IbY[wW FnM CNn yr WnN 9iC Ekv La'SS Eko 6nn Elev Vd•83 Ekv plD6leel <12akelAnehorCip Patl<ma 3116'Ebo Nbcm 1la'Ekv NWwn u'u., 911C EkvNo-ecm 116'EkvNEaem AgI UOSW ADVaGab Ine"ai51 U-NS)1a'^}1a^1'03Y2 HSI,$ 14I I-W t.w• 1-1rd^ 1.1w• 4nr a tYC WIB' 3WBA Isam .Wsa 69DNa -- :I014 2wld ba ]IDSAnpkplq.k]WW ]BOka ]9DIm 19]Oke Unce Sw IM .1. rVA 11201b 1691E PBOl6e 109]R+ W21G a951dQp/lFp.lK 130Wa IIAPa n60M -.a RSIb WA 5W I4 WA I..I. WP 162Dkv WA 1G221b 15i]ILv FIGURE 1: EI El FIGURED: FIGURE 3: ANGLE�CLIP URES 116E USED IN PAIRS, TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$ IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. "SUBSTRATES: CONCRETE SHALL CONFORM TO AV .1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C gM WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 11063-T5AND BE MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18d S.S. OR 410 S.S. )X MULLION =ANCHORCAP,.^ THIS FORMULA TO OBTAIN WE 'ANCHOR %CITY REQUIRED' CORRESPONDING TO AN ADOITIONAL ANCHOR OPTI ANCHORCAPACWTABLE. WMAII.IAI2T ti ® K O W U a ¢ O �§§ �'o, $ n 8 � �� n PRODUCT REVISED gs complying we 1M1e Floritla etting Code NOA-No. 17-0630.01 15A, rage. Data 05)26)2021 * /�' �No 5587 �05 TJ %fin f- }1 r-.12S ' srnnoARD cup 2.000' I 000&TB AWM. x9 LnaN I 125' r: 3.125_�I CUTHERETo 375' .375' _ CREATE F-0IP. BEE MIN. MIN. r DETAILF.BHEEr4 L _J L J F L- STANDARD CLIP 600,70 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-9 FORTHE ANCHOR D.C. C- DISTANCE. MAXIMUM ANCHOR HOLE. DIAI2ETER ANCHOR DIAMETER+1116'. 375' MIN. 375 MIN. T B -1 1.000' (- .1 R5' 2.]50' 375' T VX2.T6'X.37VMULLION 606SWALUM. %SECTION 2.126' uauP I B063-TBALUM. TT'' %SECTION 125'J E - i .740- F- .336 MW. A I UCLIP b063-T6 ALUM. TOwIEW ZHOLE HNTEROFANCHOR MUST LIE INTHEDASHEO BOUNDARY. SEE SHEETSSITFGRTHE ANCHOROA, DISTANCEMAXMIUM ANCHORHOLE DIAMETERANCHOR DIAMETER. 1116'. TGRI F P 1' X2.76' X kw MULLON 6063T6 ALUM. XSECTTON 1-.1xs^ T�y xXSANOLECHP 6063WALUM. 2,�^ %SECTION 125^ 3T6' MIN. H 2XSANBLECLIP e001Te ALUM. ) OPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE OABHED CRBOUNDARY. NCSEE SHE11 IM AN HOR AORTHE NCHORMETER: DISTANCE DIAMUMA-IMV. HOIE DIAMETER: ANCHOR OIPMEilR � ilib'. Mull Dimension (shoe110 PGT ParlS Mullion SW, Clip Ogsat Dlip U-Clip Angle Clip V X2'X.125'(5) G(Wi M11W 666111BM 666MM 666511M 1•XZX.375•(6) 666006 666114M 6661119M 66E244M 6WS12M V X2.75"X.375^(7) 66607 666116M 6661120M 666245M 666513M I'X276'X,SW'(B) 66608 W6116M 6MI121M DE0I 666514M 1• X3.12V X.507(9) 66537M IRISH I16M 6061114M OBU42M 6WS15M 1.2T X3.i8B'X.266'(12) 6fi641M 6661117M 6WI113M 60241M 660516M 1.2GX2.11'X.12S(18) 69370 WA NIA WA 656617M OFFSET CLIP NOTES: 6001TBALUM TOFMEW - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE Dimension Value VeilFor Mulllon: A L625 1-xz X.125• Aluminum Tube Mullion B 2654 C 0.095 D 0.740 A 1.125 1-XTX.375- Aluminum Tube Mullion 0 2404 C D635 D 0.400 A 1.575 V X275'• X 6 3.000 .375 Aluminu C 0.757 Tube Mullion D 8 A 1.312 1'X2.75'X .060' Alumnum Tuba Muft. B 3.000 C 0.476 D A 200a 1' X3.1P5" X 500• Alum O Tuba Mu B 2637 C D.B3 D 7.137 A 2.025 1.25' X3.188' X.206' Akan Tube Mull B 3.12 C 0.862 D 1.762 126• X2.71' ' A 1,813 .121-Alum Tube Mull PROmUCTREVISED as pl 99ante the FIerIUa Duildi" atle NDA-Ho. 17-0630.01 Expiration Date 05/26/2021 0y Mlam rpauet ..vol No. 5R705 y lCow )-- y I.D00" )- I.os2°-I� -1 T4V TAM" .3B5° 4..125' STANDAROCLIP2.125" r4.000- 4.000° 2.62V 2.000° 60I ALUM. 2_ppp• V ANGLECUP UI (MaYSALUM.125- I 5061T0ALUM. %SECTION .12V.125'.%SECTION qU.126° T- .12F D W2 CENTER OFANCHOR HOLE MUST LIEWRHIN THE CASHED BOUNDARY. SEE SHEETS 1000FORTHE 3T5°T3T5' ANCHORO.C.DISTANCE.MANIMUMANCHOR m 0_ j -T 1 HOLEDIPMETERANCHOR DIAMETER•1/16'.� W 0 po 1Ae n.,an ..._....... MULLION MULLION Mall ALUM. OO6YT8 ALUM, X-SECTION X-SECTION I2YX3.2SX.100' 1RSXMFX.Ue MULLION MULLON 50M AWM. GM.T6ALUM. %SECTION XSEC IGN 'T'-MULLION CWHERETa STY 606346ALUM. 3JS 1125--j cREATEF6W.SEE %SECTION MIN DETAIL. F. SHUT 50 I I I I I I I 1 I I 1 1 I I I 29T5 � I I I I 1 I I I} I I I I I I I I I I F 3.94' I I I I I I I I I I I I I I I I i LI imb I t J I L J 4' FL STANDARUCUP CENTER OFANCHORHOLEMUSTLIE 00MI AMU. +1 MI 1^ WOHIN TIIE DASHED BOUNDARY. SEE TOPMEI CWXUVXA24" SHEETS 10.17 FOR THE ANCHOR PC. MULLION DISTANCE. MAXIMUMANCHCRHCE Bo0ST5ALUM. �dPMETER:ANCHOft DUU1EIER•Ill6'. X.SECTON 3751 MR. 30'BAY MULLION w T I NOTES: 1) HOLES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11. 1345, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .3T5' i i 1 I I I 1 I 1 OFFSET CUP 6063-18 ALUM. TOPVIEIV � � I .37F CENTEROF ANCHOR HOLE I MUSTUIE WITWN THE DASHED BOUNDARY. SEE J SHEETS 10.17 I E F - - - - - - ANCHORO.C. I DISTANCE MAXIMUM/--DISTANCE AXIMUM mcmIo HOLE DIAMETER: ANCHOR i ---------------- DIAMETER • 11161 U-CUP 608}TBALUM, TUPVIEW TART F G YAHLF C. CONT. Omen., Value(I.) Far Mullion:: 01. , 1. V.I..(I.) FUT MMIII00: 3. 2 X rl F G 1.938.25'%3R5' 0.500 X.624'H Allnum1 Tow Mulllon T.1 10W H I 1.436 3.250 F 118F jx� X m P F 0 2.025 1.125 1.2W X3.94' X.82P AluminumI Tube MUMonF 0 H 095T 2.430 3am H 1 I.500 3.260 2.250 .25' mI F Still 3TS. Mull 0 H O.70 1.500 F 2.8T5 AVE. Mull 1250 Mull DMeadon (sheet U) POT Peda Mullion an. Clip OR®ICIF ULIIP AneMCIIP 1° %C X.12Y Oo) M364 U6111M M112 M 686241M M518M V X% X.375' I10 Maio 666112M Ml123M 6662A2M M519M V %4' KXT T 01) 1.25'X3.2VXA0T(13) 12Y%3.26'X.624'(i9) Maps 41WO312 2016120315 660112M MAIM 601IMM M1123M 896112AM M81125M 888342M 668241CM USUI1M E6891BM Mill 96611161A 1.25 %3.94'%.624'(15) Ann 6681117M 6611126M 666241M (IMSOM 3ODwmo(l9) 9660 WA WA WA 6665110M 45 Deplea(20) MM0 WA WA WA 66b111M PRODUCT REVISED 5 compilIingg onO M. Fladda Duiidine Gtle NOA-No. 17-0630.01 Expiration out. 05126/2021 E Mlam I a6e m a camro a {2 i 5 ltll ll llllll u 11, z . `SON. !V,�� GEE YY LNo. $8205 t. *1 ��`((l�'` ,SOT •..• AT TEG ��AIS A / OVAL ENS`` A. LYNN MII! R, P.E. 3 FL P.E.N 58705 Mull D)menN.. (.heel C) PGT Pa1t0 MulllOn SW. Cllp U-Clip An01a dip YXX.25"(16) 66602 666261M 66WIM 0665112M Yd° XB'X.25'(17)1 66604 6662SW 6%272M 6665113M NOTES: 1) HOLESTO BE DRILLED IN T-IE FIELD FOLLOWING DIMENSIONAL RESIMICTIONS GIVEN ON THIS SHEEF. 2) SEE SHEER 1&17 FOR SUGGESTED, APPROX6MTE HOLELOCATIONG. 3) SEE SHEETS 2d FOR GMCRAL INSTA TON ME S. STANDMDCLIP 2.000' BBB}T6ALUM. %SECTION .125' /.d3P—I CUT1E 511 2000' � f _SEE D"AL F. I MIN. MM. SNEE11 I I 4.WD' j .250' 2'X4'X35 MULLON GW8 TB ALUM %SECTION I 1 STMN CUP CENTFA OFANCHORHOLEMUSTUE W TB ALUM .250' MRRBNTHECASHSDBOUNOARY.SEE TOPVIEW �--206P----j YXB'X9A MULLION 6051T6 ALUM, X-SECTION 4 U CLIP w. 212V 8X-ST IION L X-SELTION i 12S i.-1.d90•--i 7-y r.125- 2XSANGLECDP 6OC ALUM. 2L0p %SECTION 125' ___________ 1 1 I i I 3d36• 1 -I SHCCPS 1&17FORTHVN CROC. DISTM'CEMA%0.1lIMANCHOR NOLE DUINIEIF.R:ANCHOROMOSR-Mr.. CENIFROFANCIWRH0IXM :STUE WITHINTHE CMI4BCBmNCARY.SEE SHEETS IW FORTHEANCMORO.C.. S.SOO' CUTf@REro DISTANCEMAIUMUMANCHORHOLE DWMETEICANCN00. OIMAETFR N/16'. ,375' MOV. y.- 3.500'- CIIFATEFCLIP, F-BI¢ET4Mf. .375' rMIN. rt, F— I 1 I I I I I I I 1 I I I I I I I _ I_ _ I I I I I I I � T _ I I I I I _ _ F f I I I I I I - 4888• I `- STANDARD CLIP 00fi AWN. TOPMM ILCLIP USED FOR Y X e' MULLION SHEET 1] TOMIM VWANGLECUP GwBY PLUM To N 2XSANGLECUP 8063TB ALUM. 3 Z U w j J Z Q�L W Zx ggo 9 ao S W O K J Y Y O22 ¢ _U ¢ Z O O e T g p EO >0 PRODUCT REVISED pl In IN H1 Pbrlda NOA .. 17-0630.01 E.Plrotinn al SfLO/2021 By Mlam Pmduet COMM * N. 567p5 . A.l.WNUIILL'ER P.E. FL P.E.#58705 PreupLEt•SINGLE VERTICAL MULLM>N THE BUILDINGSUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WWDOWMME DEPTH IS 2-IP. THE OPENING REQUIRES ADESIGN PRESSURE OF+60.cW.0 PSF. ®6a " 1) INNIALLYASSUMING THAT A V WOE MUWON IS SUDABLE,THE MULLION LENGM IS 72MD WE OPENING IMDTH 1F32'+32+1'=ES. RFPEtENCWGSHEET25.11E COLUMN USING OF24l4'AND WILLMEET OR EXCEED THE REQUIRED q €3 IHOANU1046wHFTD RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MUWLE ONWAT IS AT ASTWE WNDOW FI+AMEOEPRI � 9 DESIGN PRESSURE OF+60.0"M PER IFMETABMDOES NOT SHOW THE EXACTSIZE, USETHE NEXT LARGER SRSiAVNLABLE LITF I `FEE SEE FROM TABLE 3A TH SHEET T. E 1' X2.7W X.375-MULLION (LENGTH=72, OPENING WONT=701 MEETS WEBB"REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+ASB.3 PGFAND WOULD D d TTNFsrRlnw DETAILS, NOT BE SUITABLE FOR THIS AFFJCATION. eY PRCCUCIS APwwu SHEETS 2d FROM TASLEb SHEET S. ME 1- X 2.75' X,SW M.UWON(LENGTH =72'. OPENING WIDTH =701 HAS A DESIGN PRESSURE OF*727 PSF MEN EXCEEDS ME REQUIREMENTS FORTfE _ .N. OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REWIRED OF 636 LBS, n M IpIGM wory 2) USE TABLE 4BTO FINDH(4)#1 OFS85LS. ND FORMS WOOD THESTANOMSTALLWTM (4)R12MCHORSANOME D(9IH-- U 2 Q THOUPTYPEEOUIRED NECOULD ME TANAROCUP ANGLE fYIP3 WIM(4)#12 ANCHORS HAVER CAPACITY OF 885 L8S.TH000H EITHERONECWLD BE USED,THESTMOARD CLIP IS EMIERTO INSTALL. ANCHORS j/ oSEE AN& 3)VERIFYTHEDESIGNPNESSUEOFWEFENESMATIONPRODUMUSEDW. THIS MULLION SYSTEALME LOWER DESIGN PRESSURE, OF N, DKSORFENESTRATON PRODUCTS,WILL _ N / SHEETS APPLYTOWEOVERALLASSEMBLY. FINALDESIGN PRESSURE RECURES THAT ME BOTH ME MUWONAW THE FENESTRATION PRODUCT BE WSTALLED NAGCORDANCEWTH THE 2.1 INSTALIATON SPEGFICATONSIMO RESPECTIVE SUBSTRATESAND FENESNUTON FROOVCTSTOMULLION. KA - INTHIS EXAMPM,THEOESIGN PRESSURE REQUIRED WAS+/G0.0 PSF.THE OVERALL MULLION SYSTEMW/S DETERMINEDTOBEM7PSFWRHANANCHORCAPACIWOFB.i6LB5.ALTERNATNEIY, W 08 xw ILL FORMULA COULD HAVE BEEN USEDTO GA_EULAUE Me ANCHOR M�m EQNEDFORTHE EXACT DESIGN PRESSURE OFEO PSF; ??pN XOR��m 524919SM(MAY EMMTOOUALIFY#IOST SCRE MOMTABLE B) (WPANCHOR EXALIPM 2; MULTIPLE M U W ONS ME BUILDING SUSGTRATE IS KNOWN MBE CMU ONME JAMBSAND USESACONCRETE HEADER AND SILL THE WINDOW FRAMEDFPTTH IS 2-M6'. TE OPENING REQUIRES A DESIGN PRESSURE OF+50.Wd50 PSP. FOR THE VERTICAL MUILIJOW 1) INITMLLYASSUMING MATA 1'ME MILLION IS SURABIE, THE MULLION LENGTH IS 32+72'+1'=10SAND THEOPENNG NOW IS36'+36'+l'=TY. EFERENCINGSNFET25. THE COLUMN USING RECTANGULAR LOADING SHALLBE USED. SOON ME WWON TABLES FORAM1ULLIONWATISAT LEAST THENiNDONFFAME DEPOIOF 2�ANDWILL MEET OR EXCEEDTHE RECLINED DESIGN PRESSURE OF+50.01.55.0 PSF. PPE TABLE DOES NOT SHOW ME EXACTSME, USETHENEXT LARGERSUSHAWILABLE. FROM TABLE M. SHEET 7,THE VX 2.75'X.375' MU WON (LENGTH =10T. OPENING W OM = WP MEETSTHE DEPTH REQUIRES, HOWEVERTHE DESIGN PRESSURE IS+N5.1 PSF AND WOULD NOT BE SUITABLE FORMIS APPLICATION. FROMTABLE 17A SHEET 16.ME YX 4-X SW MULLION (LENGTH =106',OPENING WHOM=801HASADMIGN PRESSURE OF+A HL7 PSF WHION EXCEEOSTIE REQUIREMENTS FOR ME OPENINGMD MY BE USED IN THIS APPLICATION. NOTETHEA.NCHOR CAPACRY REQUIRED OF STt LESS. BECAUSE ITIS NOW KNOWN MATME MULLION WILL ADD 2-TO ME MW OFTHE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 35+35'+2=T4', NOT 7TAS PREVIOUSLY ASSUMED. VERIFYTHATTHE DESIGN PRESSURE IS STILLMPLICABLE FOR ME ADJUSTED OPENING.ALTERNAMSLY,ME WINDOW WIDTHS MAY BE REDUCED TO MAIWNN ME 78' DIMENSION (35-1Q'+35-12'+2'e73Y. 2) USE TABLE 128 TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS E:(AwLf, ASSUME ME POURED NPPFTF HFAnFR AND FILL AND W 4WDE.IF THE MULLION CLIP WERE TO BE CENTERED WIMIN ME e, CARE MUST ETAYENTO MAINTAIN ME FASTENERS EDGE DISTANCE THEREFORE SUITABLE, FORME NEW IRED MONOH CAYAU IT OF an Lw. FOR ME HORIZONTAL MULLION& BECAUSE ME VERTCAL MULL WILL BE A 2'X4-X.2W'MULLION,INTHIS EXAMPLE WE WILL MATCH ME HOWCNTALA D VERTICAL MUWONS. KTERNATMLV, ANOTHER MLIULONTYPECOUMBECHOSEN. 1) THE MULLION LENGTH IS 3V AND ME OPENING HEIGHT IS 32'+72'T-IOV. REFERENCING SHEET 25, THE COLUMN USWGTRAPEZOIDA 11AJGULAR LOADING MAY BE USED. FROM TABLE M. SHEET I%THE 2-X4-X.25W MULLION (® LENGTH =42, OPENING HEIGHT =1201 HAS A DESIGN PRESSURE OF+M70.0 FSF WHICH EXCEEDS ME REQUIREMENTS FORME OPENING AND MAY BE USEO M THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 MS. 2) USE TABLE 12B TO END ME ANCHOR ME, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME WE CMU JAMBS ME Y WIDE.IF THE MULLION CUP WERE TO BE CFMEED WOHIN THE V, CAE MUST BE THEN TO MNNFANTHEFA WNER5 EDGE DISTMCE USINGME 2X5MGLE CLIPS WITH (4)M6'ULT WNMGIOREATMEDGEDISTMCEOF1'GNESMMCHORCAPACITYOF510LBSWHICHISGREATER.MOTHEREFORESUTABLE, FORMESQUIRED MCHORGWACTTYOF521 LBS 4) FOR THE U-CLIP IN ME HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SPMEMCHORG4PACIN OF 521 MS. TABLE TOE FORTHELFCUP SHOWS THE ANCHOR GMACOYIS 1074 LBS WHEN USING 3ANCHORS. WHICH IS GREATER, AND THEREFORE SUTABLE, PORTHEREOUIRED ANWORDMACIWREBMIREMEJTOF 521 MS -WE ANCHOR TYPE IS A #12 STEEL SCREN.. FROM THEABOVE STEPS. MR MULLION DESIGN PRESSURE IS: +1.64.T PSF FROMTHEVERTCALMUUJON; H-170.0 PSF FROM ME 36' HORIZONTAL MULUONATTACHINGTO CMU; +7.IM.O PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERRCAL MU W ON (INTERSECTION) MELOWESTOESIGNPRESSUREIS+7S4.7PSFMONOU7DA YTOALLOFMEMUWON VERI Wll DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USSOWMIMIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE. OF MILLIONS OR FENESTRATION PRODUCTS.WILLMPLYMO EOVERALLABSEHBLY.FINALDESIGNPRESSURESQUIRESMATMEDOTHTSNIULLONANDMEMNE MONPROOUCTBEINSTALLEDIN ACCOMMCEWITHMEINSTALLATIONSPECIRC TONSIMORESPEMWSU3 TESMDFENESTRATONPRODUCTSTOMULLION. PRODUCT REVISED as 1EpiVlnR xlth tho Florlaa 1l�g Dotle NOAJIo. 17-0630.01 E:pimNee 0M. 05/2612021 By miem ae ro oc enw .A.: N0.58705 - E%AMFLES OF REGTMGULAR LOADING: ..04 � rool LOADINGOFVERTICALMULLION LOMINGOFVERTIGALMUWOh SILLOFWNDOWSNOTANCHORED WRH INTERSECTING HORIZONTAL MUI In,I LOMWG OF VERTICAL BULLION WMINOOF HOWZOWMMUWON SLLL OF WINDO\NS NOf PNG10RE0 WIINIMERSECfINO VcRTIGLRNW /i I II— —I LOADINGOFYERTIC.ALMUUGN LOA9INGOFVERTICAL PANELOF HINGED DOOR IS NOTOMWMD ORANCHONEO WITHINMRSECTINGHOR00 O—IF HOH-OR ZOZOMAL MUW NIII PY/ \\ OF (2) HORBOWAL MULLION EXMiPLES OFTRAPEZOIDALD MGUTARLOADINO: III �l� LOMINGOFVERTICALMUWON g z 'O ONE OFHOROONG MULLION W 2 z i Q a o F Q aZ N a F W3 'so zo N ul - Pw N U d Z o W� Q Y Y u U OJ Q O O 290 O SlVOH 0 ' 15 4 PRODUCT REVISE D / cam 1 gg IN Lh Fletlaa Bu0Eln9 oEv NBA -No. 17-0630.07 E i.von cam 051262021 LOMINGOFHORIZONTAL P C NNWON v e Te un v NOTES: l I) DRAWINGS ARE - RERESENTATIONSOFTYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE E�OLATEO FROM - THOSE SHOWN. 2) IFTHE WADING TYPE CANNOT �ONY LYfjA, I, `A PW SEDETERMINED.USE RECTANGULARLOADNG. ....•••.•.. �' LENSF •'.4-J'� 3)SEEPRODUCIS'APPROV MR `*; N.. M705 t-_ ACTUA MA OR LOQkTIONS �O'• 9rA �t� t�. .....RIDa. 1:STONAL E��`' LOADING OF HORMWM A. L�TMAIIMIMLEFi� P.E. MULLION FL P.E.# 587OS