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Home My WebLink AboutNOASCANNtu BY St. Lucie County iH® MIA.MI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 prod or m� t r �faz s eet the requirements of the applicable building code. This product is a owed aS descn here' and has been designed to comply with the Florida Building Code, including th High Velocity Hurricane Z e: DESCRIPTION: 1191ries "SH7600A" Alumin m Single Hung Window—N.I. APPROVAL DO T: Drawing N 7600NOA-1, titled "Aluminum Single Hung Install (NI)", sheets 1 through 12 of 12, da prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miam' e o ty Product Control Approval stamp with the Notice of Acceptance number and approv e by e Mi i-Dade County Product Control Section. MISSILE IMPACT RA : None LABELING: Each unit shall b a pe ent 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. 18-0430.07 rnAMtoaoe COUNTYNOA Date: August 23, 2023 Approval Date: August 23, 2018 P 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (NI), sheets 1 through 12 of 12, 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 Idahnis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung 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 6u' 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). Manue e , P.E. Product Cout 1 aminer NOA No. 18-0430.07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 61 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 Manuel Pefe4 P.E. Product Control x iiner NOA No. 18-0430.07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7600A NON -IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 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 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-02' THICK OR GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AGRI. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED 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 MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TESTING AND GLASS PER ABIM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1D%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 fi LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FT. 10-7835.1 & 18-7835Z ELCO ULTRACON NOA: ELCO 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGURE A: ALLOWABLE SA HCONFIGURATONS —� WIDTH WIDTH +{ WIDTH �+— T r— — T w -_ w RECTANGULAR WITH EQUAL ITES RADIUSTOP WITH PROVIEW SASH RECTANGUAR WITH CUSTOM SABH ALLSHAPESWITHAIL SHCONFIGURATIONSAREAPPROVEOSHAPES MAY BE USE SCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWINGSHEETS. 17-We MAX. DESIGN PRESSURE RATING I IMPACTRATING VARIES PER GLASS TYPE, BEE SHEETS 2-5 NOT RATED FOR IMPACT RESISTANCE 17-314" 52-1I8" MAX, BUCK WIDTH . 9.12'MAX. J O.C. 19"MAX. BUCK) D, SEE - 5°MAX.OG j- 4'11I18'MA%. SHEETID 1 C.SEEF -�-� SHEET ID 1T-3118" hWX. GO. MAX. .—f — O I 83 TIP A X. Q 2-111.O.0 TIP %I 4 TO SUCK HEIGHT T a =C.O.SusiLL 53-118° MA%. TIP TO TIP WIDTH TABLE 1: ALLOWABLE GLASS TYPES 5" MAX. O.C. \_I' WEEP NOTCH AT EACH ENO ELEVATION FOR TYP. FIN FRAME SHOWN VNTH EQUAL-LITE CONFIGURATION Glass Type Description (Listed from Exterior to Interior) DP Table N t 1/8"Annealetl 2 2 13/15" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3 3 3/16"Annealetl 3 4 13116" IG: 3115" Annealed Cap, Airspace, 3/16" Annealed 4 5 118" Tempered 5 Cap, Airspace, 1/8" Tempered 5 7 3116" Tempered 5 empered Cap. Airspace, Temperetl 5 USER INSTRUCTIONS: GENERAL NOTES ............ ........._.......................:.. 1 ELEVATIONS..............-.................................-._... 1 DESIGN PRESSURES I GLAZING DETAILS........ 2-5 ANCHOR QUANTITIES ..............._.::..._::..._._....... 6-7 INSTALLATION, FLANGE ....... ............... .......... ..... B INSTALLATION, EQUAL LEG :.......... .._.....,..-..-...9 INSTALLATION, INTEGRAL FIN ............................ 10 EXTRUSION PROFILES ..................- .......... 11 11 ASSEMBLY & PARTS LIST .................................. 12 CODES I STANDARDS USED: BUILDING CODE (FBC), 6TH EDITION .AST E1300-A •ASTM E&PAN FORWOOD CONSTRUCTION •ALUMINUM INUMDESIGN :ALUM•ALUMINUM DESIGN MANUAL, AOM-2015 W1 •AISC 36P1010 1) DETERMINE THE SITE SPECIFIC, WLNDOWOPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROMTABLES 2-5. IT MOST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED INSTEP 1, 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 5) INSTALL AS PER SHEET S FOR FLANGE INSTALLATION, SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FIANGE, INTEGRAL FIN OR EQUAL LEGIHOX) > N LL o 0 .aa O SOD CD O Q ,1 F O Z Q J O i¢ Z LL W O x U UUd ®a Z �0 umoi n FZ p j .oN We o>p F Z o2D U Z O CD Z j W J LLO x W ® ry J W k (7 6 �O Z IC g< TABLE 2 BWoln . I3escno99n G'mn Rerye snn HAIR RetNe 0.)b Design Pressure(Ibi for Glass TypeI no Pe TIP Vedth IS- 25" 1 1.1 37' 41- 45• Or 51-118.• 2P EQualipe 12434 +80.0 -1JOD I +WD -1300 a800 1 -1300 +80.0 1 -IWO +WO I -19.1 r0O0 1 -1110-101t +B p.O -B]B Eli15804 a80.0 -130.p +800 d3O0 +80.0 -1040 1000 R5.6 ISS 49.1 +W.0 94.2 +BO0 d1A 3t' stewed P.L- 0-.15963 -MO IW.O 11 -127.0 +W,O -MS ISO -)00 +BST 1 -M.] +60.7 1 d0.) +5].2 92 +515 -53.5 seer it 12461.129B3 +80.0 -13O0 +800 .1240 +W.e 84.0 1730 q3.0 +0.2 1 i32 r57,2 1 57.2 aS2A 424 a40.1 EplW+lle 19.052 +80 -WOO 0.0 +W.O -24.0 +W.O 94.0 q10 -01B +N3 43.2 +57.2 -5]3 +524 524 +, -09] Steel Pmi 15.BM-ISSW +80.0 -1J00 .WO -110.0 +BO0 NA +70.3 AO3 +W.2 362 K22 1 d22 N5.0 LaP NLO -0L0 3&0C Cuelan Ste 15131 .15.M3 +800 -1313.0 +W0 -1020 +78,2 -}B.$ Fe.i 80.7 +W,9 -1 +51.1 1 -51.7 NO2 48,2 N00 f0,0 Custem Size 14,131.ISIM +We '1240 100 A35 ITI -Ill +67.4 -VA +58.0 5S +51+5 'IS +4fl1 1.1 +.0 39.9 sweet 1Z.-14. 1. .W0 .180 .90.0 y3$ +75.4 a54 .69.1 6.1 .58s -59s MS 511 141 / 1 440 <00 EOwwb MOM.W.o nW.O +Wa m0.o +e0.0 ;.A w0,3 -0Oa +W.2. AOS .52.2 402 r40.8 46.8 '41.0 '10 Walvn Size 20131-22.99 .000 dN.0 +80.6 ABS N7.1 11.1 +07.9 87A +68.9 -Me +515 HS N0.1 451 +J0.0 39.9 Slvged Pei 105"-20,130 +00.0 -118.0 +WO 5.2 N5A -]54 +W.1 E8.1 +905 -505 'MrO -51.3 Net -09.1 N00 -000 4P OSIM Size 16131-18.593 .800 'We +W0 A5,0 .899 899 +62.1 A21 +557 557 +W,4 .4 N53 -05.3 Ni dp,0 Dolton See 159131. 18,1J0 ROP ifl0 rW0 b1.9 +fi31 E0t +W6 ... a54.6 Si+4B] -09) +498 A40 +38.9 39.B Ye Lt41151xe 14.131-15130 +80.0 ALSO .}04 -79.4 +&{4 EG4 +593 58.2 +538 -53.6 N8.7 -0B] .44.3 41S +39] 39.7 $IMpt 12484-14, WO +WO 294 +74.6 -146 FOI E21 +N.3 1.3 .51+1 41.1 .48.7 -0B.7 .42] -02} +30.8 .98.0 Equal '24. +80. -1W,0 +800 -1020 +)62 -]0.2 +BB] d5.] +W.3 '1 +51] -P.) +46.2 -06.2 P. -00.0 Ceizee Slm 22131-U.963 +W.O -112.0 11 A20 .136 -715 184.8 G0 +5),9 S7.9 +51.0 SIO +480 ASe +400 d0.0 gtartlap PFJvx 20.1F-321.i0 +600 "T. .WO d5A +W. BB.B +821 E2.t +95] -SSi +PO4 N1 N5.] d53 +400 400 4%' Cmhm SlZe 181SI W,1W +W,O d55 +794 -nA +BBA rY.4 +592 -59.2 +536 'Me '07 -0Bl +M3 i 3 +38] 59.] F ORSee Size 15131-10,M +WO 394 +]ALB 4]e +i F$.1 +W3 58.9 +51.1 Sit, +41 A.7 N2] i21 ISP 3S _ CUSIM Sue 14131-96.1W +W.O m.. +685 LIPS +592 593 .531 33.] .4.8 -0B.0 +NSV +409 AO9 +91.6 3TS Sh.BP 124M-M.IN +W.O 21D .64o a.0 .56.4 WA .510 S10 .496 -0 O +423+394 Sao +33p 36.0 EQ,d lite 25P] +80.0 -124S Ize AO5 Ill 171 +61.4 ETA .539 WS +SS+4B,1 Lel +399 399 CWItl1131x0 34131-$SRB 11 "0. 0 g20 .73.5 -73.5 -MS be a$].9 �5].9 +51'.N0.0 41 1.. 390 SOYB' 610NWn PNJen 20.BM-$4.130 +BOp 98.0 O d1.9 +BB.i .W.t +606 -00.6 .v4.0 -X.fi +48.].M.B <4.8 +]09 39.9 Qntan SUO 19.13t-20&3 +80.0 R26 0 -]!.0 .84.1 84.t +5).) 5].] a52,3 -52] r4)}N3.8 <30 .392 38.3 Cuxtan Saxe 1fl13t-18 t30 +W.O -046 5 $9.6 .502 -SB.2 +53T d9.] .48.8 i8.0 N4.B +dp.g q0.9 'P0 3).6SOMest 13WB'-10, IN +W.O LWO E1.] +6Sl 451 NB.B -090 +455 <S5 +413 q86 OPe +35.1 35,1 Elz i(e 51.Po4 +WO A55 -)9.4 +W.4 55.4 +H.2 N2 -We A3P +49] +44.3 d43 +39] -09.] Saxe 201]1 J1.663 .WO -046 SB.S +SB2 59.2 +03.} 33.] +dO.B J9B +448 +40.9 -0O.B +]26 3].6stew OP.- WR4 2SWO +WO -0OB SI] +55.1 .55,1 N9.B -09B+45.5 <5.5 a41.J +30.8 386 +351 95.1SRI 25.049'-25]93 1 11 436 41.] 1,7292n.2 .55.1<90+d5.5ALBS+4t3 +38.0 30,8 +35.1 3s1 Eglllllte 34.NO +N. SAS -T1.2 +MA N6 +NO 45.0 N9.9 <B.9 N50 N1.] A1,] +30.1 d0.1 0%' CMIem Sixe $3. 131-341 +B0.0 111 69.] ITS 5).8 -12.1 4I1 N).fi 31.0 HJS -03.5 +40.1 -0Ot +]6.BSIMIMIN.IF, S,.1 Fee0 40B -01) +551 -55.1 +496 -090 +4S -0SS 141.3 413 ISS 4B0 d5.] nETS 3].B +U.1 -I+4l6 -026 +415 43.5 N0.1 4.1 +36.8 46B+90,0 41S 84.0 +SO4 -WA +510 41.0 +W,6 -096 .423 -02.3 +lzA -391 +39.0 iO0SPORM 35.049•-39.13 +800 M6 41.} +55.11 +498 -09B +45.5 d55 +413 -41.3 +398 366Tbi N41 +80.0 40.6 41.7 +55.1 55.1 N90 d0.8 N55 d55 +41.1 -01? +30.8 3B5 +351 95.1 minimum SASH HEIGHT FOR ISeV VVER V WJ IJ I IF I I IF HEIGHT- 37.535 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 35.536 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-3].951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-36.951 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH 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 Pi NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 11- MOM GLASS TYPE 1 ANNEALED LU U ? m Y N > Q ❑9 ry 5 O alo6 N U�, (7 G¢ i Z Z LL W O S W R= UUo Z �eD Da r Z V Fi < J u JMO n > 2 F bZ ps u Z Z $ N LL IS m W ❑ Z 1aay5 � W Q 0 J b U 7 = J D- UI Q ❑ altN wD s ia5 pISY LYNN4''.,- J OENSE''.(( Ni A� 8 'rl llllll" A LYNN MILLER. P.E. P EP 58705 Sea. Saari Doudon WG. Rage 91e9m asb am (0ToIO Design Plessum Obsmx) for Glass Types 2 & 3 Pg YON0 10' 25 JS Jr' 41" a5- 49' 631/e" 2V Ecu ita 1246d •Ba.0 -IWO No -I300 +80.0 1 -130.0 •W.0 -130.0 •WO -130.0 •800 -1300 -80.0 An. 7800 71248 Egm410e 15964 +BOD -Imo +WD W.0 +800 I Awo •W.0 I .1mo +W.D -1300 +800 -121.8 180.0 -109.6 +NO -99S 31- Ranted . 12994-15663 +800 line •sea -ima •W.0 4W.0 -BaO 1 -1300 +W.O OEI 4800 -1W.3 +W.e -1026 +W.e -No Sweet 12464. 12993 +00.0 -1300 •80.0 IWO •80.0 IW.0 NO IdWO +N.0 -1138 +NO -1030 +NO 94.3 *NO 4SA EW94da 19652 -NO -TbA +800 -lXO +WD -I30a •BOO I -IWO NO -1119 •80O -10ZB •80.0 422 +W.O E3.3 Sto ad m 15 M-19.NI '80.0 'IWO +W.O -IWO 'NO -IWO +800 1 -125.0 +WA -IW4 +W.O NO NO 44.2 •r3.8 -7}8 383eW Cailezi 15131. 159M 'WO 'IWO Wig -IWO 'NO -IWO +N.0 1 -114.0 -NO -1010 +NO .906 NO 41.8 •MO -220 Cuelan size 14131-11130 .Boo -1W.o .NO -Imo +No rime .N0 -n0o .W.D 97.7 •NO ant aae -78.8 a1.8 .71.8 Si lZiIN - MAW +MO -1310 +NO 4XI) +800 -1240 •80.0 .10TO +W.D 94.8 +806 8410 +768 NUB .MR 6e.9 E"Hle 219N +NO -130.0 +NO 4WO +N.0 -IW.0 NO .1211 We 40414 +N.O 91.7 +NO S1A +n6 416 6mlan Sixe m131-MM +NO -IW.D a800 4300 NO -0290 -NO -1100 -NO .9].] +N.O VA q&3 d&3 a703 -70.3 SlatlaO Paef✓ 18594-m130 *NO -1m0 IWO -IW.0 +WD -124.0 +WD -1DTD +WA 4AS +N.O NO +195.8 -7110 +GS i69 4V Damm size 16.131-I&SM 4830 1 -IW.0 I +N.O -IW.o +No -1120 +BOB a9.1 I +Wo I N.5 +19.2 -712 ago -)2D +625 c25 aaae Sae 15131-I6IN +No 1.130.01 +N.O -IWO .No -RgO •Boo .96.7 1 +No 1 65.4 4T5,0 Ma +Me -]D.B "15 e1.5 Gazoo Sze 14131-15.130 +ROO -130.0 +BO.O -130A +W,O 4050 +WD -US +100 d3.S +R.O 46.8 a691 {9.] +W, -Bee SMlnl 12454-I4 IN +80.0 Am0 I +80a -121.0 +WO -99A +NO -W] -NO 812 +74.8 d4.8 +6/.7 E).] +WB -53.6 EINUIilo 20964 +WO -1300 +80,0 4300 +N.O -IWO +Wo -1110 +60.0 Bal +NO 88] +TTO -77.0 +NSI Sal G Eai S1a0 22,131-NM *NO 'INN 1 +00.0 -IWO +N.D AM +BOB -1040 +80.0 d132 1800 A2.1 ad2 -T42 +65,3 EG.3 BlantlaN PrWex ",IN-22.IN +W.O .130.0 +80.0 -IWO +60.0 AIZO +800 -99.1 •0.0 B7S a9.2 -1 a7B0 -720 +62.5 E2.5 4T Cal. Size 18.131-20.IN +80.0 -130.0 +800 'IW.0 +50.0 AMS +80a 4oia +000 -ne +76.3 -768 +W] 497 +06 TOO Cohn Size IS, 131-IT In +80.0 -130.0 J +80.0 -10.0 No -H9.8 +SOO -W] +000 d12 a4S -04.B +677 8].] +59S 596 Custm Sao 14,131-1&1N aN.O -1N.0 1 a80.0 -1m0 +800 -p, +NO dTJ +79.0 -79.0 +M9 -729 +63.8 8&8 •59] dB) p Sweat 124U-MAW +N,O -1300 +N.O -112.0 +WO 89.1 +000 �N.3 N69 -769 4705 A0.5 IN 842 +5].B -57.6 Egua+ila mm .No -INa .No -Imo +80.0 -1290 +W.e -1100 +N0 .HT2 +Wo Ne .r54 464 wTs Ns Geaten Sao M131-25n8 +NO -1mD +N.O 4WD a800 -1m0 +800 -104A +WO 92.2 +010 821 +MA -lQ8 +660 6a 8 SlatlaN PoNee mw-NAN +WO dm0 age 4m0 'B00 'IN0 +800 -45.7 1800 45.4 N&0 ISO +Me -70.8 +61.5 815 F WRg Custom Size m131-m013 .me -IW.O .NA 4300 +WD AW.0 a8D.0 -940 +WA 40.5 -1 -MR am] 497 +No ED$ Cat=Slze 1&1J1-201m aWA -lWO aW0 -0n.0 +N.D -Me a800 M.] -NO 41.2 -MS -74.B +677 br.) +596 .59.6 Delon Sae 1&131-IS In aN0 -1m0 +mo -1m.0 +800 -IRS +W.O 87.3 +19.0 TSO 4M9 -Mg •OSS RSa +54] -5&] Caam Sae 14,131-161N •NO IWO 100 -1120 +NO 89.1 +NO ffi3 bfi.9 -M9 +MS A05 +N2 N2 •57,6 h7.6 Sweet 12454-141m •ND -130,0 IWO IWO +B00 -BB.d +W.D nS a58 45.0 •N3 S93 +63.5 E35 +STD 5].0 E,m . 31.f60 •N.0 AWA +N.O -lm➢ +60.0 -1050 •80.0 -94.5 +NO 8 S a5A -T54 +16.1 N.1 +586 _SS, Dnlom Size12SAW-MIM 31. 31.9N +800 IN.0 +Wa .1m.0 +.Be -M.5 +BOA 8].3 •I90 19.O +1 -Mg +64.1 Sod •N) Slatlak ProAaxW-2&tm +80.0 -0m0 +N.O -1W.0 No ffi4 +N.O 50.8 N50 -]58 +N3 b93 •C3.5 53.5 +5)0 Dnlwn Sae31-25>N +80.0 -0m.0 +000 g05.0 +00.0 -0.5 N9.0 q9,0 a4.8 -74.8 +W.R 58.2 aE23 E23 IN N. Cu51an 91xa31 .2d.1m +NO -130.0 +W.O BOB� +00.0 -fi02 N5H -05.9 N1.d 41.4 +659 55.9 +NB 50.6 +55.4 pelwn Slxe1 .22.Im +N.O .130.0 +N.O Wd NB.B d6.B N29 d2.8 +8&2 S93 +W.B LJ6 +55.9 N9 'Na Cost. Size1-m, IN +800 IWO +N.G -058 +)3.4 -]3.4 +69.5 GS +65.1 NI •611 51.1 +5].3 -51 +521 D¢Iwn Bize1-181m +B00 -1E.1 aWO 81] +69.] d9.] +658 858 •52.3 53.3 +NH E8H SS) -SS) +N8SMteel 1�7 4'-IS. IN +NO -125s a5B -T&B +61T 81T +81.1 41.1 HERR SB.9 +NB+523 523 N8.8 EgeM4[Be64 +NO Am0 .0 -1WO -800 4!,&4 +NO &18 +r5.8 -)SB +W3 S9.] +W.) 4a7 aN2 Dolan sae31-m4N +NO -1mD +800 -IMO •60.0 81.8 +T].4 -nA a3.1 431 +GFO S]A aN0 N0 +525 CeIonSaeN-m1m -NO -1W0 +NA -%] afl5 4fl5 744 -]44 -69.8 498 +648 bNA a59.r 39.] •S2] T6 Slatla6PaNc4-341m +zaO -1m0 +m0 558 +)14 -MA +68s S95 +65.1 851 +61.1 ALL +5T.3 S]J +521 Dstan Sae1-m5W +NO -tm0 -N0 2&2 +718 -71.6 +67.7 Sr.] nS ( 6 +W.O 800 +55.5 45.5 +51.4 51A Dozen Sea1-m tm +NO -12T.B 1810 41.0 a8T0 SIX +64.0 f640 a61.4 41.4 +5]9 679 4515 N.s +W.1 S01 Si -mtm NO -125.5 a5.8 -76.8 +617 631 a61.1 41,11 +511 59.9 +55.9 b5.9 +523 S23 +1&R d&6 E"4m 424W +NO .f aN.O -W) a&5 4.R N4A JU +698 4G8 INS 84.8 4M9 S&H +51.1 d1.1 B4' I. baa m131-4240 •80.0 -1m.0 +NO -W.3 a16 7 +6].] dT,] +53.6 W.8 +WA Sao +5&5 $.S +SO.d SA.4 3UiP . BRI94•-3&130 +80.0 d255 a50 d5.8 +63.T S3.r +611 81.1 +58.9 :6.8 +55.9 6&9 +52I -523 +1&6 486 'MINIMUM SASH HEIGHT FOR FLANGED IMNDDWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 46.391 MINIMUM SASH HEIGHT FOR FIANGEO, RADIUS TOP WINDOWS IS' TIP TO TIP HEIGHT -49,606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP W NDOWS IS: BUCK HEIGHT -48.006 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I' FROM THETIPTO TIP DIMENSION IN THE TABLETO DETERMINE TH 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 AE01A: WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT Ni 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MAXIMUM POS1iWE DESIGN PRESSURE 11a55 PSF. NEGATWE DESIGN PRESSURES ARE UNAFFECTED. GLASS TYPE 2 GLASS TYPE 3 1Mt6"NOM. GLASSMACK GLASS °p Y�ni3 > m 0 5 +=a K - aw0 0 Om - W O LL i Z Z W m BE U ag a Z -a 4a uaozll n F Z as J `JMB p^ oZV o Z Z Z N J S 0 M ® cmO1i W u (7 Z 1aa45 � W 6 U Q W Q allN "asap zsn5 -MINIMUM 1)TIPTO 2) 3) 4) TABLE 4: J I� GLASS STA. - GLASS STACK AIRSPACE 3)18"ANNEALED GLASS 31 ]4 ®OR 5R 1R'NOM. GLASSBITE EXTERIOR a 0-T3 5®OR 5 GLASS TYPE 4 WINDOW SIZE. Bolan Sasn safO HeSeI Design Pressure ( MINIMUM MINIMUM MINIMUM TIP FOR SIZES FOR RADIUS WINDOWS SASH HEIGHT FOR SASH HEIGHT FOR SASH HEIGHT FOR SASH HEIGHT FOR DIMENSIONS SHOWN. NOT SHOWN, TOP WINDOWS. WITH TIE LOW FLANGED WINDOWS INTEGRAL FIN FLANGED, RADIUS INTEGRAL FIN FOR INTEGRAL ROUND UP TO THE FIND THE SMALLEST SILL OPTION ARE AND AND NEKTAVAILARLE LIMITED IS+ TIP EQUAL TOP WINDOWS EQUAL FIN AND WINDOW TO TOTIP LEG WINDOWS LEG, RADIUS EQUAL SIZE. SIZE A MAKIMUM HEIGHT-49.391 IS: TIPTO TOP -LEG IN THE POSITIVE IS: BUCK TIP HEIGHT. WINDOWS WINDOWS, TABLE HEIGHT-48.391 IS: SUBTRACT ABOVE DESIGN 49.BO6 BUCK WHICH PRESSURE HEIGHT-48.808 V FROMTHE THE RADIUS OF TIP TOP IDS Pi TO TIP WINDOW NEGATNE DIMENSION WILL DESIGN INTHE COMPLETELY TABLETO PRESSURESARE FIT WITIHW, DETERMINE UNAFFECTED. THE Oeaviptvl MGhen RarOe Rape fW baRta)fpr Glass Type4 TPtPTP Wigs 1B' 15' 3J' 31' 4' 45' 43 53110' 4P EaNllle 1215A •W.0 -1300 +000 -130.0 ,00.0 -IYJ.O •000 430.0 •W.0 -130.0 ,BD.O -030.0 •00 g300 •00.0 -130.0 ERIIaLlite 15.900 •00.0 -txi0 +BOA -130D +00.0 43¢0 •00.0 -130.0 +000 430.0 •BDD 1xio •BPO -130.0 +80.0 AMC Jt' $tNMAB Pmtiex 12994-18063 •000 -130.0 •Ba0 -1m0 +B0.0 -1m0 •Ba0 -I]0.0 +WO -0m0 +00.0 DIIO •Bap d300 •WO -t30.p SM451 12.481-12993 •89.0 dm0 •80.0 AmD +m0 -1m0 +80.p d300 •Ba0 -030.0 +00.0 -1m0 •80.0 d30.0 ,800 -tb.p EmuNila 19652 •m.0 dxi0 •B0.0 -130 +m0 -Im0 +BO.p dm0 •¢aO -1m0 •m0 130.0 +00.0 d30p ,800 -1m0 61an3atl Pmrcx 13944-19.651 +PA.p d30.0 •B0.0 -0m0 •000 -1300 ,B].0 d300 w0.0 4m0 •W.0 -txi0 •80.0 4220 ,B00 -1120 ]B31B' Culan Sue 15.131-ti94T •m.p dWA •80.0 -tm0 •m0 -1mO •m0 -1300 •m0 AND •80.0 fb.p •80.0 -1xi0 +m0 -130.O Cvitvn Sze 14.131-1S130 •m.0 -0300 •B0.0 -0]00 •E0.0 -130.0 •mp -13'10 •00.0 -IAIO •W.0 d30.D •BOA AND No g2A8 SMWst 12Wa-10.13p .m.0 AND NO -0m0 •80.0 AND No -1xiD +B0.0 -030.0 +80.0 -1m0 +80.0 -1m0 180.0 -124.0 EpnL6b YL96 •WO n30.0 1000 -tm.0 •00.0 -1]00 •600 -1]DO +80.0 AND •BOA d300 •¢00 -1300 +00 -11 i.] ttelnn sire 2L131-TLI183 .w.o nmo .eo.D nma .w.D -IxiD •ep.p -Imp .w.D n3o.o .w.a -Imo •mo nzsa .Boo -nzs slaaa4 vme.' 1es94-zm3o .m.o n3o.p .Bop nmo •mo -Ixio •m.o .Ixio .ano nJo.o .Bo.o -Imo .ep.p -t2a1 .Bno -nsp 4s Cutlup size 16131-18.593 .BO.o .1]Oo .00.0 -fl0.o .90p -13aa .BO.p -130.p .Bp.O n30.0 .W.D -130.0 .Bp.O -1M.p .BO.p nlzs euemn sae I5.31-16130 .mp -np.o .BO.p nm.o •eo.p -Imo .mp AND .m.p -Imo .mo AND .eo.p 42n4 .Bao -no] cp4tan size 14.131-I51]o •60o a30.0 .eo.D -tx.D .eo.p -Ixio .mo -tmo .mo -Iw.o .w.o -fmp •eoo -ass .mo noel slowl 12464-14.I3 .m.p -uoo .eo.p nmo .Bp.p nmp .mp -t3po •Bp.o -uo.p .Bo.p .tmp .Bo.D -12.9 .mo nma EpuaHl[e 2d.9Ed +80.0 -030.0 •80.0 d]0.0 ,BD.O -f300 •W.p d]0.0 +BO.p -00.0 +W.O -1300 +BOp -133.3 •B0.0 -0106 Caton 9lze ]2131-2z.96] •90.0 -130.0 +00.p d300 •80.0 dlap •60.0 .1300 •a3A A30.0 •00.0 -090.0 •811.0 -0117 •800 -tC6.3 SW4a4 Proiex ZL194.22.t3O ,80.0 -130.0 •000 -0m0 +80.0 -1xi0 •m0 d30.0 w0.0 -Ib.0 •00.0 1m0 ,xi0 d21.3 •00,0 -1006 19' Cmlwn s¢e 1fl131-M193 •00.0 -1YJ.0 •B0.0 -1y1.0 +80.0 -030.p •80.0 -130.0 •80.0 -13p.D •W.0 -I30.0 -no INS •B00 -t08.1 Cmlvn Blxe 16.131-18130 •00.0 -130.0 •80.0 -0300 •00.0 -130.0 +W.O -t30.0 •B0.0 -030.0 •Bp0 930.0 •WO -021.8 •W.0 -1W9 Caftan 6lxe 14.131-16.130 •B00 -a90.0 +000 -im0 •B00 -130.0 •PAD -1m0 •W.0 -130.0 •60.0 -0300 •Wp -1184 +e00 -1051 3tMest 12461-f0.1Y1 +E00 -1]0.0 •m0 d30.0 •800 -130.0 •BUO -0m0 •W.0 -t3p.0 •80.0 -1z0.9 +BOO -115.8 •B00 -003.] E@oHae 25.]]I +¢p.0 .t]SO +m.0 -1]IIA •BOA -1]0.0 •00.0 -1J0.0 •810 -im0 •80.0 -030.0 •W.0 -tX.B •IA.O d00.1 _ Getan Sixe 20.131-35.]!6 +W.O -130.0 •m0 .130.0 •B00 430 •m.0 -130.0 •p30 -1m0 •W.0 -1300 •re.0 .118.1 •80.0 -1057 SImBVU Plo+ax A.BM-24 13p •M.0 -03R0 •WO -1m0 •80.0 -1]0.0 •m.0 -1Lt0 +910 -130.0 •WA -Im0 •m.0 -116] •BOp 4Of.3 Cblan Size 21L Pp 81 •000 -I30.0 •WO -1m0 •80.0 -1b.0 •00.0 -0Yu0 •B].0 .1m0 •W.0 -130.0 •W.0 -12D.t •PAD 407.4 Cw[an 5lze 18131-Z1.13O •W.0 -1311.p +000 -13A0 •SIIA -130.0 +BQO -130.0 •N.D -0m0 •Bp0 Am0 +WO -119.8 •PA.O -10>0 CKtOn Erse tfi131-18.13p •BOO -030.0 •B00 4300 •B00 -1300 •BO.D -130.0 .800 -1m0 •&10 -0m0 •&l.0 -1184 •000 -105.7 Luaian S@e 14.131-1fi133 •80.0 -1300 +000 -0]0.0 •000 dJ0.0 •80.0 -t30D •W.0 dYJ.O +W.O d169 +00.0 -fl 5.6 •B0.0 -10.3.7 Sbtmi 1248C-14.13p •80.0 -q00 •B0.0 -1m0 •BD.O -0m0 •00.0 g30.0 •BO.D -1311.0 •m.0 -02L] •00.0 -Hd.3 •000 -1026 EWaHi10 3194 •0p0 .130.0 •0p.0 -1m0 +80.0Ixi0 •00.0 d30.p •80.0 4b.0 •80.0 -120.6 •W.0 -t05] •78.3 -93.8 Caton 6iEe i0131-31.96] +pp.0 -1]0.0 •m.0 -0300 •80,0 4m0 •00.0 -130.p •gJ,O -030.0 •W.0 -1175 •PO.D -0026 H]] -90.0 8lartlaE PVJee 15 ]94-]0.130 •80.0 -130.0 •B00 -1300 •Bp.p -130.p •80.0 -t30.p +m.0 -130D •00,0 4190 +W,O -104.6 +75.2 -928 Gaston s¢e 14.131.15.793 •800 -130.0 •80.0 -130.0 •80.0 -130.p ,80.0 -1300 +600 -130.p •BOO -0210 +600 -1G6.J H8.4 -94.0 63' Cualan 0ixe P213144.130 +00.0 -0J00 +B0.D -0]l.0 •B0.0 -1300 +00.0 -1]0.0 •B0.0 418.5 +8p.0 -110.6 •80.0 -10],9 NL0 .94.0 Cmtwn Erse 20 iJ1-Y213O •B0.0 130.0 +WO d30.0 •000 -03p.0 .Op.p -tmo +BO.p -0220 •m.0 -114.8 •000 -10.0 •]0.3 i6.3 Cualan size 1B.131-M.1J0 •W.0 -0]00 +00.0 -03p.0 +000 d300 •000 .1PS1 •03.0 -01]3 •W.0 -1t0.0 •0.0 -10].1 +iOA -93.8 Caftan Size 16.131-t&1]0 •Ep.O -190.0 •B00 -130.0 •B0.0 d2S5 •W.0 -11fld •8].0 -fl21 •20.0 -iW0 •W.0 d00.] +80.0 -91d 6Mlest 1A19i'-18.130 •80.0 -130A +800 -130.0 •BOA -0167 +60.0 -11D0 •01.0 -0WO +W.O -1m6 •Bp.O 941 •B0.0 b].B EareL4le 99.45f •¢p.0 -130.p •0?0 -1300 •80.0 -1m0 +800 -030.0 •m.0 -1mO •W.0 -tR5 N0.9 9]1 •69.I d5.1 aamm sae m131 -3fl4s3 .Boo -na.p .Bap -lw.p .Bp.p -13o.p .Bo.o nmo .mo n3o.0 •m.o .1n.] .]B.I 4s1 .ssz a4.p Qulan sue 34a3t-m13p .Boo -1JaD .Boo .1]D.o .eo.o -1ma •m.o -lxio •eoo a1s.e .m.o -uzl .]sa -9es ses a4.a ]6' SlamaB Pmex 3994-x130 .eoo -1]o.D •BaO .Im.O •BO.p -Imo .w.o -Iz51 .80.0 dnz .60.0 -nO.O we.] A6.9 •fiB.i d0.5 aumn sae m3-30.993 .enp -tlo.p .ma -I3o.o .Bap -+zas .w.p .Irs .Bp.o -Has .Bo.p .logo .m.D .Bs.D .mz ass aetan sae zem-m.13p •Boo .13p.D •m.o -13p.o .BO.p -Lazo +Bop .nsz .mp ntns .m.D -1w.z •e0.o Aal .704 ae.6 slanesl 23.i&•-2.nD .mo -130.0 .Bap n3o.o .Bo.D -na] .xio -nap .a3.o -Imo ,m.D AND .mA a4a n+s aoB Eem4ilp az4s4 .¢p.o .taoa .eo.D -lxio .ep.p nmo .ep.o .Imo .mo Hass .mo -no.a wss a42 •6G5 81.8 B4• Olsten 6lze 39.131 -d2dF] •¢OD -130A •B0.0 -im0 •BO.O -1189 •W.0 -21.B •WO -014.5 •BOO -00.9.0 HS.B A33 •655 bah sta�wa4 vm4e� ]4as4•-3B.up .mo n3o.o woo -lmp .Bo,o nto .Boo -no.o .¢o.o .Iw.o •w.o -loos ws.e .91 wal ate m � Zi o +aa To `3tullulB]]z] GNY LYNryMi TABLES IN' TEMPERED GLASS 30 26 2• S SITE GLASS BRE Nh W EXTERIOR +PFr^w<'0 at ammN)�^8e' a R 00 ,BahgC _ Dm. Jq 40AN M ml ¢n GLASS TYPES 13H6•NOM. GLASS STACK AIRSPACE 1R• TEMPERED GLASS 31 74 it 5®OR 5B 12-NOM. EXTERIOR GLASS BITE W LYgn > 01 o_ 5 '.ap OM S N TOT > P s a1.,0 O It. S�OR 58 GLASS TYPE 6 O ,ya p % i Q J O W O ZLLtOD Z n y18'TEMPERED U U o O� •0.0 GLASS F W v u a Q ¢MO 30 0 > v > F 26 N o Z m s 2'NOM. U EXTERIOR GLASS SITE a ° = N 4 ® m W 34 D GLASS TYPE 7 5 z 1+es9 N Q O W O 13.ASSS A f z 0] CUSS STACK O J d N AIRSPACE - D GLASS 31 74 \\\t ft'zi S��N cEr(N��? ®OR 5 Iw NOM. J �' V SF Q.: -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTO TIP HEIGHT-49.391 IXTENOR GLASS OITE No. 58T05 .� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG MANDOWS IS: SUCK HEIGHT-48.391 a MINIMUM SASH HEIGHTFORFIINGED, RADIUSTOPWINDOWSIS:TIPTOTPHEIGF-49.B06 '•"l (��[p/�. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -40.006 //T/z 20.T3 LAO,�•. 6ATEi by 7 - / AJ Z S@OR SB GLASS TYPE %(CS':'(ORIOA,. G\?: 1) TIP TOTIP DIMENSIONS SHOWN. 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A.131.15.IN 2 2 1 3 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 si-ei 124W-14,130 2 2 1 3 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 El ib 229Je 2 2 1 3 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Luflom G@e 20.131.219W 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 BImWN Pmii 16594-MAN 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3] 2 3 3 44 Delan 6Ye W131-U)NO 2 2 1 2 2 1 2 2 2 2 2 2 3 2 212 2 2 3 2131212 J Dn1am See 15.131-16IN 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 2 2 3 2 3 3 2 3 Sze— 14,131. 15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 a $b.., 1?489-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 3 3 2 3 3 2] EeueNde 24964 T 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 O¢bn See 22.131-24.963 2 2 1 2 2 1 2 2 2 2 J 2 2 3 2 2 3 2 2 3 2 2 3 2 Sti Pereira M194-M430 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 4Y Oeam 5'vn 16.131-2U.t9J 3 2 1 2 2 t 2 2 2 3 2 2 3 2 2]] 2 J 1 J 2 3 J Custom BizO 1fi.131- Ia. f30 ] 3 1 3 2 1 3 2 2 3 2 2 3 2 2 J 2 3 3 2 3 3 2 J Otebn See 14A31. 16. 130 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3M1ezt 124&-b.1J0 3 2 1 3 2 1 3 2 2JF3_� 2 3 2 2 3 3 J 3 2 J 3 23 FquaHite 25.T!] 2 2 1 2 2 1 2 2 22 2 3 2 23 2 23 2 2 3 2 Culom See 24.131-25 T6 2 2 1 2 2 1 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 0 Needed Pei 20.844-NA30 2 2 1 2 2 1 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 FSS5IY Clrslam See 20.131. 20843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 Cullom bee 18.131-20130 3 2 1 3 2 1 3 2 2 2 3 2 2 3 2 3 3 J 3 3 2 J Seize, 51m 16.131-18130 3 2 1 3 2 1 3 2 22 3 2 2 3 2 3 3 2 3 3 2 3 Se. SW 14.131-MAN 3 2 1 3 2 1 3 2 22 3 2 2 312 3 3 2 3 3 2 J S 12464-14.1J0 3 2 1 3 2 1 J 2 3 2 2 3 2 3 3 2Ey1W l 31.964 2 3 1 2 3 1 2 3 3 3 2 2 3 2 2 J 2 3 2Ne Iz026.1JL 31963 3 3 1 3 3 1 3 33 3 2 3 3 2 J 3 2Stari PmdOx 2ST94"21130 3 2 1 J 2 I 3 3 2 2 3 3 2 3 3 2 J 3 2 3 3 3 Oxii See 24.131-25.193 3 2 1 3 2 1 3 2 2 2 3 3 2 3 3 3 3 3 3 3 3 3 6T Ozzen See M131-24.130 3 2 1 3 2 1 3 2 2 2 3 3 2 3 3 3 J 3 3 3 3 3 Oebm Sea M.131-M 130 3 2 1 3 2 1 3 2 2 2 J 2 2 4 3 3 3 3 3 3 2 3 C., Bee 11, 131-20.130 3 2 1 3 2 1 3 2 2 2 4 2 2 4 2 3 4 2 3 3 2 3 LLnlom Size 15.131. 18. 130 3 2 1 3 1 21 1 3 2 2 4 2 2 4 2 2 4 2 3 4 2 3 d 2 3 Sweet 13194'-18.13C 4 2 1 41 2 1 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 EQNwi 34464 J 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 s 2 3 3 2 O¢Ieen Sim 36.131-3B.46J J 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Oa1am Sea M.131-MAN 3 3 1 3 3 1 3 3 2 J 3 2 J 4 2 3 4 2 3 3 2 3 J 2 ?V Sts re, PmAnv 30.994-M130 J 3 1 3 3 1 3 3 2 3 3 2 4 4 2 3 3 2 3 J 2 3 3 2 Dubn Sea 3D.131 .30.993 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 2 3 3 2 3 3 3 Ozzie, Bue R131-b.130 ] 3 1 3 3 1 3 3 2 4 3 2 4 3 2 4 3 2] J J J 3 ] SlWeat 25t9 8,13D a 2 1 4 2 t 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 d 3] Epua'liro 42404 3 4 1 3 4 1 3 4 2 3 4 2 J 4 2 J 4 2 3 4 2 3 4 2 &' G91Pn SlzO 31131JT46J 3 4 1 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 3 4 2 3 4 2 SIa1MeE PmA0.v 34.194•-38", 4 3 1 4] 1 4 3 2 4 4 2 4 4 3 4 4 2 4 4 2 4 3 2 •MINIMUM BASIN HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT -49.391 MINIMUM SABH HEIGHTFOR INTEGRAL FINAND EQUAL LEG WINDOWS IS: BUCK HEIGHT-40.391 MINIMUM SASH HEIGHT FOR FLANGED, MOIUS TOP WINDOWS IS:TIPTOTIP HEIGHT -49.BD6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48SQ3 TABLE>h Glees TYP Drizzipi (L1ffid froze E4h40zbhhdc4 d MIT IG' 3`16' Axwe,leel C., 9P3x,NlF 5 "a 'i mpme] 1M19" IG: 1D' Temlam0 Caz Alm e, 11Y' Tem erre 1M16D: YtY Tanpaef G0, AII4Fnce, YfY Tempernd 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS. SUBTRACT I-mom THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE MICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MAXIMUM POSITIVE DESIGN PRESSURE OF •65 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. W m UY Yn �rc aa7 04 Z Z O Z Z J ze {' LL mF Z in UJI Is x ui •- $ UUd a, Z 45 Y D m r F y i¢ e 9Mn W o� > v < Z v Z Z W 03 N w O ® m W n Z Z Z IaauS W J 0 i a O Z Z IY O o n O x JZ Q Z Q N all iy aaaa +al`a$ 1l pia ',AC ENSN�/( C� * : N0.58705 A LYNN MILLER, P E. P.Ex56To5 INSTALLATION OPTION EDGE DISTANCE r FRAME INTO 2X W000 FRAWHE SEE NOTE 2, THIS SHEET I EENOTERBHISSNEE —E, 0 EMBE0. rMENT Tip TO TIP HEIGHT 30 18� HFAOTYPE TYP.ANCENTANHOR E. FIXED E NTANO VISIBLE EDIST EDGBS11R NCE PER UGHT SUBSTRATE, SEE HEIGHT TABLE 6. 32 EXTERIOR a 1-WEEP NOTCHAT EACH END NOANCHORS REQUIRED IN FLANGE OR EOUA 4 EG FRAME SILLS INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT JD MAX SHIM EDDGGE 4 DISTANCE ^ TYP.ANCHORTYPE. 45 EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE O. 46 I 13 JHT USE EITHER 1 SWEEP LATCH@ MIDSPAN OR 2 BOTTOM LOCKS 1 I tEl 1 OPTIONALHFRISE SILLSHOWN.SEE SHEET ILA FOR STANDARD SILL VERTICAL SECTION B-B FIXEDVISIBLE Ir LIGMWIOTH INSTALLATION OPTION 3 ANCHOREDTHROUGHFIVAI DIX 6UCKSTRIP INTO CONCREIE/CMU. SEE NOTE 2, THIS SHEET. I EMBEDMENT 1/4'MAX SHIM SASHVISIBLE 1] LIGHT WIDTH EDGE DISTANCE TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A v —�I — 1/4•MAX. SHIM DADE APPROVED MULLION. FBC HOR60NTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrata Min. Edge Min. Embedment Cis ante P.T. Southern Pine (SG0.55) 9116" 1-3/8" I112 Steal, #12 Alurninum 6063-T5 ran. 3/8" 0.063" ar410 SS A36 3!8" 0.063° Sfeel SNd, G, 3 'n. 3/8" 0.045" 18 Ga CDncrafe (min. 3. 1" 1-314" /4"4105 reteFk • (ASIM G90) 2-1/2' 1-1/4' P.T. Southern Pine SG0.55) 1" 1-3/8' Concrete (min. 2.851ei) 1° 1/4" S[eel Ukracon Ungroufed CMU, (ASTM C-90) 2-V2" P.T. Southern Pine SG0.55) 1 1' 1-318' P) MIIV. V' J IX.[II tltNNN.. tMtIAi..U.IHAn, B) USE ONLY FLATHEAD ANCHORS IN JAMB$. PANMEXIFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYR ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI RISE SILL: SEE SHEET 10FOR STANDARD S(LL) WIDTH ® SASH & FIXED LIM: TIP TO TIP WIDTH -5.1r HEIGHTIEQUAL-LITE) TIP TO TIP HEIGHT2-1]3" HEIGHTIPROVIEW) ®FIXED Lin: TIP TO TIP HEIGHT2+378' @SASH: TIP TO TIP HEIGH@-11.93- HEIGHT (CUSTOM SASH) ®FIXED LITE: TIP TO TIP HEIGHT -BASH HEIGHT -3.Ss' @SASH: BASH HEIGHT -4.B0' NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8, ALL WOOD BUCKS LESS THAN 142"THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS M ARE 1-12-THICK OR GREATER 1X AND a 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 DAYIJGHT OPENING) IS MEASURED FROM READING TO BEADING. m 2 Ul In ¢e O y N O ry Na+IPo O -� m O u. Z ZLL m -W. e o > ^ F- O oZm 0 2 LD Z N LL D O ® n O 2 Z_ Z/ 1�lzu `11N I� IIII� SYT`GN CENSV�C *; No. 50]OS /a AM OF CCS'(ORIOP..N S/ONAL G A LYNN MILLER, P.E. P.a050I05 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION EDGE DISTANCE ANCHORED THROUGH r -�---r--� FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. EMBED- L SEE NOTE 2, THIS SHEET. I FIXED VISIBLE LIGHT HEIGHT i BUCK HEIGHT 63 SASH VISIBLE LIGHT HEIGHT L EXTERIOR 15 1-WEEP 42 MEN EDGE DISTANCE i/4"MAXSHIM SEE TABLE 3 NOTE B, FOR HEAD TYPE l TYP. ANCHOR TYPE. EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 0. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 0. 1\ UGE EITHER 1 SWEEP LATCH® MIDSPAN OR 2 BOTTO/MLLOOCKS i NOANCHORS , REQUIRED IN FWNGEOR EOUAL4EG FRAME SILLS VERTICAL SECTION B-B OPTIONAL HLIUSE SILL SHOWN. SEE SHEET10FOR STANDARDSILL INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETECMU. EMBEDMENT Ue MAXSHIM 19 FDEDNSIBLE II` LIGHTWIOTM INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4'MAXSHIM —�-I SASH UG W IBLE DTH LIGHT W DTH 1 BUCKWIDTH EXTERIOR HORIZONTAL SECTION A -A v �-I I-- 114-MN(. SHIM ,I" OR STEEL STUD. MAY BE VERTICAL OR HORRONTAL SEE SUBSTRATE PROPERRES,TABLE8. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHOREDTHROUGH FRAME FRAMEINTOMETAL SHOWN Anchor Substrate MDisbnOe in. Edge Mn. Embedmenl P.T. Southern Pine(SG-0.55) 9/16" 1-3/8" #12 Steel, 18-8 410 Aluninum, 6063-T5 nin. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" 18 Cr ) Concrete (min. 3.35 ksi) 1" 1-3/4' 1/4" 410 SS CreteFlez Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG-0.55) 1" 1-318" Concrete(DIln. 2.85 ksi) 1" 1-318" 1/4"Steel Ultracon Ungrouted CMU, (ASTRAL C-90) 2-1/2" 1-1/4" P.T. Southern Pine SG-0.55) 1 1" 1-31W n) MIN. UI-J IHNGUS HLTDNO THE METAL SBBSTRATE,. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEX/FlAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. EDGE DISTANC TYP.ANCHORTYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR HLRISE SILL: SEE SHEET 10 FOR STANDARD SILL) WIDTH SASH 8 FIXED LIM: BUCK WIDTH-4.12' HEIGHT(EQUAL{nEl BUCKHEIGWa-3.23' HEIGHT(PROVIEWI ®FRIED LIM: BUCK HEIGHT2 •4.28" ®SASH: BUCK HOGWn-11.4T HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.58' @SASH: SASH HEIGHT-4 BY 1) USE ONLY SUBSTRATEAPPROPRMTE ANCHORS LISTED ON TABLE 0. 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 0. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIOERED 1X INSTALLATIONS. IX WOOD BUCKSARE 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 PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m Y i o NN ❑ o N N ON O p m i¢ w o LL p n S Uj� Su UUd ®ay Z • -on n FZO �2 J J 'oN 'JMO Q Z o _Z n 0 N 0 u F m ®g W J W s� I vs Z K O m O J z No. 58705 .P lj %OT •. SAT(O�� IVAL 1l lllllll\1 ` A LYNN MILLER, PC. INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �-�- EMBEDMENT —1 zs � FIXED VISIBLE LIGHT HEIGHT 14 43 BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR I -WEEP "TCHAT- EACH END TYP. ANCHOR TYPE, EMBEDMENTANDEDGE 'ANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE IN"MAX. EMBEDMENT SHIM 1 -TYRANCHORTYPE, EMBEDMENT AND EDGE 1M"MAX.SHIM -+I 3 USE EITHER 1 SWEEP MIDSPANOR OR2 48 55 BOTTOM LOCKS STANDARDSILL SHOWN. SEE 33 SHEETBFOR OPTIONAL HI RISE SILL EMBEDMENT[ -- VERTICAL SECTION D-D 114"MAX SHIM 114" SASHVISIBLE LIGHT WIDTH _ SIBLE LIGH VIADTH BUCK W DMI HORIZONTAL SECTION C-C DADEAPPROVEDMULLIDN, FBC COMPLIANT ALUMINUM EL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 9. SMS(G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate MA Edge Distance MR Enn,ecl nt 2-112" x.113" Box Nail P.T. Southern Pine (SGO55) 5 1w 2,438 2-1/2'x.131' Common Neil P.T. Southern Pim(SG-0.55) 3'8" 2AW 2-112'x.145"Roofing Nal P.T. Southern Fire(SC-D.55) 318" 2AM 2-Ur X.145'Roofing Nal P.T. Southern Fire SG=055 Nw 2438 P.T. Southem M. (SGD55) 1/2" 1.375 kt0SISeeel. 18- or 10 SS r k125ke1, 18-6w41055 Screw 0.125'AMann4m, 606SM min. 511E' QC90 ROST,A Skel 611U. Dow 0.045' 18 Ga Steel Stud. Gr. 33 rrin. 5176" 0.0450 A)MIN. OF 3 THREADS BEYOND ME METAL SUBSTRATE EDGE DISTANCE TYP. ANCHOR VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEET It OR 9 FOR HI -RISE SILL) WIDTH SASH & FIXED LITE: BUCK WIDTH -4.1Y' HEIGHTIEDUALIREI BUCK HEIGHT2 -32S HEIGHTIPROVIEWI @FIXED LITE: BUCK HEIGHT12 a 4 26' 9DSASH: BUCKHEIGHT2-11A3' HEIGHTICUSTO.MSASM @FOXED LITE BUCK HEIGHT -SASH HEIGHT.25F @SASH: SASH HEIGHT -4.60" 1)USE ONLY SUBSTRAT&APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DI STANCE UNIM. MY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W i y � O a o O N L9 N K aloe Q Z W o b 2 W v u z xp n UUo o� .o.o 9xa O Z Z Z O N_ LL m U O ®m w W w W Zx I.ays Z � N LL J Q p z < w O u° W n 2 U J Z N Q _ an9 ' sap a oa5 *.` No. 58705 T) : - .OT'. STATE OF (U "ONAL 0N`1`�� A LYNN MILLER, P.E. P.E.tl 59705 2567 3.18Y F.WO" B4, L �— 8622.W 1,125' 2112 EI 2A26' 1.689' 7 2.nd' 2nd' nP?eurolvavmFYlAi�10W .W2" I .W2- .WS .BBT 1.125- PQrk��hivg vexvdx 1SIara11 14wWH RM' Ot FIANGEFRAMEHEAD O N�EOGMLFIN FRAME Oj EOUAL LEG FRAME HEAD OFIANGE FRAMEJAMB OI"BRAE FIN FRAME OEOUAL LEG FRAME NMB (DFLANGE FRAME SILL less• OINTEGRAL FIN FRAMESILL 2.]90' O6T O EOUAL LEG FRAME SILL 2.2]T —� �-I L3W .12P [1I]n.. 2211' 3.15a' I I Wr W2' 1.3W u SASH TOP RAIL a FIXED MEETING RAIL G SASH B=OMRAILHE - 2.T98- —+ Wr FLANGE FRAME SILL o HI -RISE 2.2TS- =01 2.105' 062' 1.30a• F-- 1e SASH BOTTOM RAIL tur ij— .WT r I 62]' r1T —1—L1.235' MD• 2'N 813.WY +I 1.JW �— 18T0' �I .a]D" SASHnSIDERAIL COVER CHOR n OSASHSTOPCOVER ®IGBEAD me IGSNAPBEAO O1/0'6L1fi BEAD OEGUAL LEG FRAME ] SILLH4RISE OINTEGRAL FIN FRAME SILL -HI -RISE SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL 311fi'NOM. POLYI50BUTYLENE 1/d"NOM. WITH SILICONE DESIGCrWT FOAM WITH OESICCAM EXT. GLASS EXT: GLASS TNT. GLASS TNT. GLASS ]0 KODISPACEdSGTPS 8SUPERSPACER•NXT'N ALUMINUM DESICCANT FILL REINFORCEMENT POLYISOBUTYLENE SEAL S16'NOM ROLL -FORMED SILICONESEAL BUTYLB STAINLESSSTEEL DESICCANT FOAM EXT. GLASS EXT. GLASS IM.GU155 TNT. GLASS ]2 DURASEkO SPACER A XL EDGE' SPACER � � y z O o _ ' o xLd Rp z ,F n o o fw �Sa Q Oma n � v � f- � Z v Z ev ZLL O W s z 11-wi Z aml a U \1\1\11 III,II' L...... t1;' L\GENSp'+C� No. SB]OS p cr STA G f'p "',,' N oNAL1E11•• A LYNN MILLER, P E P. P 5B]OS TABLE It pm TO II 51 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). 51 bD HEAD INTERIOR 41 JAMB q 6 INTERIOR JAMB FIXED MEETING RAIL SASH BOTTOM RAIL 4 SASH SIDE 16 JAMB RAIL ]7 INTERIOR 39 SILL TABLE 10: MATERIAL PROPERTIES USED 51 FOR ANCHORAGE CALCULATIONS- 51 NOTES: 1)ALL CORNERS TO USE GASKETANDIOR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOYM ON DRAWING FOR CLARITY. PGT Partp Description Material 64 1 Wad, Flange Alum. 6064 2 89201] Head, integral Fin Alum. 6063-TB 3 824028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-TB Materiel Min Fr Min F� Steel Scare,92 ksi 120 Mai 1841 Screw 60 kci 95 kei 4105cmw 90 ks1 110 ksI EIco UIlmCatrID 4ID SS FJce CmteFlea® 155 kei 12].d ksi 177 ks1 189.] kd 6063T5 plunimvn 16 ksi 22 ksi Kill Steel 36 ksi 59 Ike,Gr. 335teel Stud 33 ksi 45 ksi o � -•+a Om ¢ o so0N g � slop � O O� o c� Z W o 6 U m � up trip W t ~ W J 'uN r > � i I— oZm u i ZJ LL � O ®m w � lases Z w w Z p � � o w � � 0 so u low Q on °�pY LYlyty"'. ��Q�t�•'•�IGENSF No. 58)OS 110,G`�� A. LYNN MILLER P.E. P.Etl59]OS MIAMI- ADE MIAM[-DADECOUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade."Weconomv 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 s end the use of such product or material within their jurisdiction. RER reserves the right to r e ' ccep rf it is determined by Miami —Dade County Product Control c) � Section that this p uct r material fa mee the requirements of the applicable building code. W o This product is pproved as described her in, and has been designed to comply with the Florida Building z } m Code, including the High Velocity Hurrican Zone. U m '6 DESCRIPTIO : Series "PGT" Clippe xtruded Aluminum Tube Mullion — L.M.I. Cl) —J APPROVAL DO UMENT: Dra No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", co sheets 1 through f 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 o£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 MIAMFDADE COUNTY . • • , , � � "r, Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled `=Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61h 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-5th Edition (2014) and FBC-6d, 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 duet 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 IMPACT41ESISTANT PRODUCTS' FIGURE 1: MULTIPLE j--OPENIXO wpiN FgLVERIIUl MJLL—�I MULLIONSsTPOETAIS AUplL SNEE1934 aFEUsrNLR / AIHPU G: SHEEBN 1 i ii L %/ MUST SE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHERS. ANCNESTDBE 2)THETYPEAND NUMBER OFANCHORS MCRITICALTOTHESTRUCTURALPERFORMMCEOFTHEMULLEO UNITS.MULLIQNS INscR3EDwsmE HAVEBEENTESTED AS'FREE-FLOATINTM0 DO NOT NEED TO BE DIRECT.YATTACHED TO THE MULLION CLIPS. BUTSHALL FECTMT.UAR NOTHAVEAGAPOFMORETHAN UVFROMTHECLIP. $HME 3) E MEHOS AVBEEN DESIGNED TO RISTHWNDOAVWROING TOHE RQUE DESIGN PRESSURE MUWONSARE CALM113STRESS WCREASEWASNOTGO INTHISANCORVALUATONTHE 1.6 LOAD DURATION (ACTORWAS USED FORMEEAUATIONOFW000SCPEWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEEOETAIls ANCHORAGE FOR THE COMAICN MULLION, SEE E%AMPLES ON THIS SHEET AND SHEET2A FOR MULTIPLE UNITS,CONSIDER ATM3U ^' ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / sHFT314 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SH4LLAPPLY. CPEwNG HEIGHT 6) MEN FINDING YOUR b12E IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEMSIZESHOVM ON THETABLE(SL FOR Ho. HTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MGM. WOOD BUCKS BY OTHERS, MUST SEEOEiuLE BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALLBE COATED ORCORROSION RESISTANT SNEET3 AS APPROPRIATE FOR SUBSTRATEMATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIREOTO PREVET4T REACTIONS. FH¢aTMnw B) REFERENCE TEST REPORTS: FTL-64 . ELM LATRACONIAGGRE-GATOR NOAS F OFANsMAv B)MUWONS AND CLIPS HAVE BEEN DESIGNE08 TESTED TO COMPLY WITH THE REONPFJ.�NTS OF THE FLORIDABUIIDWG MOFYM'm_. MUSUFA CODE, AND AREAPPROYED FOR IMPACT AND NOWMPACT APPLICATIONS. MULLIONSAREONLY TO REUSED WITH I_ I YP.T. f161E0 6YPGi. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. l �HOR2AYTu �sEE 6Eruls AA.GM 10) MILLIONS ARE IN COMPLIANCE FOR USE W THE FNH2 11) WRHMAMULTIPLE ASSEMBLY DED SPAN AND OPENING SNEElS to WITTHNTRVOF EACNITSH IONCOMDTHE REQUIREMENTS OF MIS NOA, WIOTRTffIGHTOF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OFTIBIS N00. TM NOR6fIRAL MILL SINGLEMUUUON UN TH INSTRUCTIONS: )OFMUU_MNFlGWATI S I)DETERMINETHEDES(GN PRESSURE REQUIREMENT(LBSIFT'I FOR THE OPENING USING THE ASCE-7 STANDARD. 1—HOfl¢MULLLENGTH— 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS •RECTANGULAR• OR TRIANGULAPITRAPF3010AL'. W y 4) FIND THE CHOSEN MUWCN'S MULLION CAPACITY(LBSIFPI FROM TABLES IA THROUGH IPA. ON SHEETS S THRC XF THE MU WON TYPE, LENGTH AND OPENING WIDTH OR HEI(RHT(DEPENDING IF THE MULLION IS SPANNING VERRCI y y IN. y y y MU4 MY)N CAPACITY ILBShM OBTAINED SHALL MEET OR 0( 81)THE DESIGN PRESSURE REOUIRENIF 11_8& ) MT '15FE CIX2RE8FVNOWG OETA68�� MULTIPLE MULLIONS `- FHOMFlDURE1MiOVE WOESISTANDARDSUSED: •2017 FLORIDA BUILDING CODE (FBOL 6TH EDITION •2014 FLORIDA BUILDING CODE (RC), SIH EDITION •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM OE91GN MANUAL AIXh2015 •AISI510042 •AISC 38D10 GE EPALNCTE5......_.._........ _. N S1 ITRUOT. ONS...............__.._ t ELEVATIONS....................... .._.1 MOLL T02C WOO4...__..._..._.2 MULL T01%6N ONRY.-._... INSTAILATION NOTFS...___2 MULLTO WSONRY .__.3 MULLTTOO__._.3 MIRroM"U_ L6LLL._.._....__3 A1ATEOLPS Ay wu.PM_w 1%2%.12MUM. MINI- ._....... %2%ATSWU.3.._.._-.6 MULLSP7A5 W t x 3.125X 5MWJU. 8PECS___9 t%4X.12 5IJU.8 SPEL4_...8 �1 I%4 XAmTLILLSPECS__.._IU w 1%4%.1TS TLBE SPE S__.I1 p 125X=.. oo U11SPS CS._12 ImX325x.t00L1ULLSPEL _m K 175%315 %.631 LLULL5PECi_u ; 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED ILBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. 6) FROM THE ANCHOR CMPAC R_BS) TABLE ONTHE SAME SHEETAND USING YOUR ACTUALSUBSTRATE CONDITION(MULTIPLE ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAYAPPLY) SBECF AN ANCHOR GJP PATTERN AND VERIFYTHAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION GPACIfY IUOM OBTAINED IN THE TABLE IS HIGHER THANTHE DESIGN PRESSURE REQUIREMENT RBSIFPI FORMS OPENING, YOU MAY USETHE -ANCHOR CAPACITYAQJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRE.. WADI THIS VALUE A LOWER ANCHOR CAPACITYOPTION MAYBE SELECTED FOR THE SAMESUBSTRATE 0) VERIFY THE DESIGN PRESSURE RATING (UBSM FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYILBS)OBTAINEDFORTHEMLIWONSYSTEM.THELOWEROFTHETWOSHALLAPPLYFORTHEENRREhIULLEDFENESTRATION PROOUCTASSHMBLY. e) HIGHLIGHT OPTION LISEDAND TABLE VA UE5 USED W A SPECIFlCAPPUC MON WHEN USWGTHIS NOATO APPLY FORAPERMIT. PRODUCT REVISED room as y ds NO wIM Na FleHtle .. o 17•D630.01 Ex,f.UOR Data 05/2612021 *: No. 58705 A. LYI FL DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) E=�E lnCT EWE wpwySe II F1 1NST.m 4 4 EXTERIOR 4 4 DETAIL B: MULLION ATTACHED TO IX WOOD BUCKANDM ASONR (STANDARD CLIPS wcm ' AND L N a w SEEVEETS .m po..OLE 4. tOGTCNSESE SEETABLES E SISTMCE NJSONw ILI r2W RS F$ �FDR 4 ' SIDE VIEW Z ALL WYIa'G c EXTERIOR ELM= L L N' < P_EloE z SIEETA EWEJ ME8 A. AE. BYE El SIDE VIEW, FRONT VIEW INSTALLATION NOTES: I)MCHOREMBEDMEWTOBASE MATERIAL SHALL SEBEYOND WALL DRESSING ORMCCO. 2)QVMTTTYOFANCHORS AND MULLION SIWSHOWN PBOVEAMFORPEOTORIAL REFRESEWA7[ON ONLY. BECAUSE THE ANCHOR QAPACRY IS BASED PARTL(ON THEANCHORTO ANCHOR DISTANCE, THE MRRECTOUAN MOLOCATIONOFANWOnMUSTBEFOLLOWM.UFERTOTHETMONTHE FOLLOWING SHEETS. FOR DETAILS AD, EXTHERTHE STANDARD OR OFFSET MP MAYBE USED. 3) ANCHOR HEADTYPE MAY BE PANHFAD, HEYHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET & 5) FOR MASONRY APPLICATIONS IN MIANI-DADE COUNTY. ME ONLY MMI-A E COUNTYAPPROVED aCO MTRAMN OR UOO lir S.S, AGGREGATOR MASON RY ANCHORS. LINVOIC0tiPEIE0RCW FRONTVIEW PRODUCT REVISED 17-0630.131 D.WGB 612021 No. 68705 1 s A LYNN MILLER, P.E. FL PEA M705 DETAIL E: DETAIL C: y ,125.p�. MULLION TO MULLION$ g MULLION DIRECTLY ATT HEDTO INTERSECTION NOTES: �22 3E MASONRYSTRUC RE MCI T— (U-CLIP) 1) MAY BE INSTALLED IN'TEE' OR 'CROSS' 3 (STANDARD CLIPS OWN) Y-� INTERSECTIONS. E¢ a rrAAii 2) MAY BE INSTALLED HORQONTALLY `Y I (SHOWN) ORVERTIGI LY. d I IYV.ANSNUH L N ERXERIHE I EASIIaSrtL-TE. 3)SBE ULLIP DPAWINGS. SHEEf321-23 k^ O LL j EIiT TOP VIEW FOR CORRESPONDING MULLION. Z kNm W INSTA EDGY II I i.p EraWR uasnav� uwon O S iH19 METNW. I' ANCHORS VA0.1E9-)--1 SS j N laI • �. X` 41Ul1IXJN0 U5ES6t9 W O � m 0] o N J m m FY RN)R _ 8 __ �� / \ rYIR1FYi 4 ~ Z i FM p •�. p SEEN 1� - �i NH2T N&C0.4CJiETEORCAN 6g1pSx51CGiCRElE6i C1A1 FRONT VIEW SIDE MEW EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH 002E .SE HIES 161]9 SIDE VIEW PRODUCT REVISED as ia p in Hh e "GA" Iin6 HOA-No. 77-0630.01I INSTALL ION O / STRUcnRx P.Npllnuon Data DSY16/2021 FENSU N Br 1)ANCH0RE EDMENTTOBASEMATERW.SHALLB EYOUDWALLDRESSINGCRSTUCCO, A RERSUB510.Are, ® MIRm-D o roauee anlrol �Eat.uia1B-1Sa 2)QUANTRY0FANC AND MUJ.IONS OWN ABOYEARE FOR PICTORIAL REPRESENTATION ° .� SEESHEETS ONLY. BECAUSETHEANC 15 BASED PARTLY ON THEANCHOR T0ANCHOR DISTANCE THE r-9 Fat CORRECT OUANTRYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFEtTO THE TABLES ON THE xaE FOLLOWINGSHEETS.FORDUNA A-D,EITHERTHESTANDARDOROFFSETCLIPMAYBEUSED. LaJ`RIXS 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. .�`Muwox 4) WOOD BUCKS ARE OPTIONAL., SEE DETAIL C, THIS SHEET. E)FOR MASONRY APPLICATIONS IN MWAI-DAOE COUNTY USE ONLYMIAMFDADE COIRRYAPPROVED XST� ELC0 ULTRACON 0R ELCO lle S.S. AGGREGATOR MASONRY ANCHORS. FORSIEELSTJOSTHANERTWI SFETABIM FRONTVIEW lewwm caxlwrRmmlTNEnaunnw +%15a ea1;.'UICEMSF!%f�(�� i CCOE,A2X.0SU V.Y.EV.VuSED- ATTACM.£V18YcTHEkL EXTERIOR USEWCbJAVfHaisRECb SLOE NEW. _ *: NO.OF05 NOTES: 1) FOR 2X W006BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 520, FOR QUANTITY OF SCREWS DETAIL F: DETAILG: DETAIL H: ®n$ FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �¢je (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) sEBBErNISAa, ac•BB a'6y S sM�sTsaN+oawaulsruu,Ma+ qvy Muu d TDmEcwcsussmATEa N evwav s U 0 o Z a w o w O O O O O O O O J N O O TOP VIEW m SIDE VIEW 7"" m U o W sft a TKI X.1as•. TOP VIEW Z wr z,W.MICwrt � 0 M Q EXTERIOR I i rwsuosmniE U =1 SEETABIES f56oR 180 Z g p Ci Tro.nNCMos FY H 6m folsowuvo Muulauuw vsrtsaeslPATE EXTERIOR �jj 32 MOORED TO FITFEI➢ j 9EETABL615-110 � �] J CCNDIII . m �. All - EDGE NOTES FOR INSTALLATION OPTION G & H wS FOP P. rm ... 1) DETAIL IS NOT APPLICABLE FORTRE BAYOR 1.2TX2.11' X.1267MUWON. 2) SEE TABLES 1&ISB FORANOHOR QUANTITIES MI) SHEETS 21-23 FORHOIE LOCATIONS, 3) THEW CLIP IS NOT SUITABLE FCRTHIS APPLICATION. PRODUCT REVISED as wmplTing with 0. Redda BMBONg GYd xoA-Na. 17-0630.01 E1rylmUan Data 05 26/2021 2)DETAIL G: SEE TABLES 10-149 FORANCHOR QUANTRIESAND SHEETS 21-M FOR HOLE _ *(- N.. 5U 5 ...� LOCATIONS. _ *- 3)DETAIL H: SEE TABLES ISB ORIW FORANCHORQUANTMESANDSHEETU FOR LOCATIONS ®ATE' C ATE T �_ A. 01 FL 31¢I9on C Tllble ]RL DPBnX10 PAtlm (bl6ANmB)5parirpmWillln) SORanInO XtlOM(falblm3aNspdm'vOO9Aio1s) Wln OOF lON WF IS 901n 1WN tAN 1bF 160k yeWylu n9. O F'SluJv 1n u. TYNNIM IaeNp INuuwwl IbdnO TnOTOey Im1$p'IneMRB Revlerp+kr INTMIq. I^e'hyB RmW{Jer TrsyT4n9 LaeJngB§Ar RecNnpJet TapTA3y, RecurOULv tor'.y. IWee , Tnplinm,9. RmpnWW TnNl v Yumn �g d ag � $� a_ dg t� $$ gLmdn9 S 5� $p$fi ppp111 ggNH I11.9 400 II 932 bl 116.5 325 N' b6 I01e III 63.8 40 I l US Q.1 N] IMA 319 IM 409 1WA ]10 44A 4M IV.0 319 3A0 1m 113 0 3N 310 IW IWL 319 0. 14➢ ]I] Y WA ]I] R4 ]59 NB ]N 610 NB bl .12 Q2 243 41.0 312 61.3 2N ]]A ]9 HA N4 1%2 ]t1 61.0 2M ffiI 312 0 0 20 . ]12 WA91.W5F W.B ]01 I If.2170 612 ]H 61.9 TD 410 161 51} 221 M9 ml 5].1 2Zt 3S5 :BI W.1 ]]0 St.9 261 44] HB ffi0 2H N3 319 'RI IDf 48] 319 200 261 19] 219 U. N1 01 4SB N1 49.8 2W 31.0 N1 H.1 Im II9 ]p 4L5 IW293St, 1& 20S 2O 161 113Nl N} y,1 IW 16A 30 ]6.1 19] i0A ]41 ]41 1H WF SM14 AO }0 ]LS M] S5.4 I® TA IW 3f.e 163 1l0 300 20.1 IW 21] - " 1S9 1B3 2W 918 16T 100 2W 210 1® WF Al 1H tb VA Nf MS IN 21} lei ffi9 NB 9.) IH 3A0 IN t1A tH YO 1M f68 1H 31.1 iq 2 mN US 10 IQ 210 WS MI 131 =6 IW III IN 10.0 165 214 1N F 9.2 1b o Ifl6 1E 198 flI 16m IY 11.6 )p 158 135 W 117 125 MA Itt NF 11A 11Sm AnMorG ae TIBb 6 6WpeV. 2h Wi19a 13[Cau HoluntlAY F1pc1 Q.N I'T I Mebl MGIIor GIIO PdMrlle 'k[^Type YIH EkoUMcm W'EIco WMcm S'1B'Ek0 MTbm Lt6'FJce NPmon 1H'EmoUMcm 11Y96Ebo ApOrWe61 SJIWBo W:men IM 65 Eko AWreWa H0611N Ovrca 16516[v 412 S. IC51 H2... Svcw NS) [ryp Nel 2 E.hdr�A MrJ.A AYP wY t-LYLva Ltu• 5N Sr4b 11 1WA llfb it:Fl-.1791L,QISMOuFCJ2):Aua 4z6a X04Frchn®Lt4MIM1OGISnrtNE(n061epCIp 6b. 2A TWbWA WA SW 6. WA WA WPIArc1ulGTmn00./0.)NSNgb0.lpald=r9 ly 7.0w ISOA IVA 15WIm V..A NA SOlrya143M MW 1A B901e1 1WIWR WA WA WA WA WA WA WAQWSy 1651m Mbma mda 0 vobm Nr Na 1L'm mA RC/FUC1fU.dC 3bOa 3louwm ]flbWA WA I90 me WA WP WA NI Pa Nl na SW Oa NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR YAI IS5eL4 : a.w ANCHORCAPACIfYTABLE FIGURE I: FIGURE TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLEB AND SHEET 25 FOR INFORMATION ON LAADWG. SEE SHEETS 2-4 FOR GENERAL INSTA TION METHODS. FIGURES: • 0 111 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES. FIGURE&. • • o 2) UNEAR INTERPOLATION BETWEEN! MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MUWON CLIPS SHOWN ARE NOT TO SCALE FOR EM(7T DIMENSIONS. SEESHEETS 21-23. HOI RR TO BE DRI11U0IN THE FIELD FOLLOWING DDAFNSIONAL RESTWCRONS SHOWN CN SHEETS 21-21 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAH. CONFORM TO ASTM DSO. WOOD SHAH BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 055. ALUMINUM SHALL BE 606T-TSAND BEAMINIMUM OF.125• THICKSTEELSTUDSTOSEAMINIMUMGRADEMAND.O TMCK(1SGAUGE).STRUCRIRALSTEELTOSEAT LEAST.I2STHICKANDA 6.ALLANCHORSINTOMETALSHALLaT DATLEASTSSCF T609EADSBEYOND THEMATERIAL 010 6012 ANCHORS INTO WOOD MAYBE STEEL l"S.S.OR 410 S.S. PRODUCTREVISED BOSIAnB` 3rHm"I Flerma NO 1T-0670.01 GpinOon Doi. 05/26/2021 BY Minn rmtlumt ntro Na 5871 Mullion Ca ec TeGk Openln0 WIBIh (forwNmlyspSrNlM rMITIWIs) DrOpenNB NcIBh10W IBhm'W IYapBMrg mMTnb) WM WM Nin WN Poin 1WF 1'.tlF 141E 1WM 1.2 0.aluquhl IVIBe R+plibV. Ivl'eD Re<Wpulel 1m3N Tla[/Mvg. laa9re R<elmp+:m TyYmap. Iw6yY RedagJv Lm@ry 1MyfNlp LmNgp' RevtanpuYt Iw]Iro T�RIIYm. Lvalro 0..!® 1mG$v inW&IX mWW RaNnWlef WaJry mmPrywwf TmNrIImWV... 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FIGURES ANGLE CUP MUST BE USED INPAIRS FIGURED: FIGURE 5: FIGURE 6: • To -1 • 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANOIOR OPENING WIDTHS 0 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 REBTRICDONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROLR-RLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASW C90. WOW SHALL DE PRESSURE -TREATED YELLOW SOUTHERN PINE WRHAN SG OF 0.%.ALUMINUM SHALL BE6061T5AND BE AMWIMU31 OF J1 THICK STEEL STUDS TO BE AMINIMUM GRADE33AND.04S THICK(18 GAUGE). STRUCTURAL STEEL. TO BEAT LEAST.1261THICKAND A36. ALL ANCHORS INTO META. SHALL EXTEND AT LEAST 3 SCREW THREAD9 BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, N,8 S.S. OR 410 SS. 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FIGURES: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHSANOIOROPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR EUCTOIMENSIONS, SEE SHEETS21-23 2.7fiD' 0 e'- •:•Y HOLESTOBEDRIILE NWPFIEIDFOLIDWINGDIMENSIONALRESTRICTIONSSHO'WNONSHEET321-Y JAY.N45B7O5 USED W PAIRS. FIGURES SHOWSUGGESTED. APPROXIMATE HOLE LOCATIONS. 9)BUBSTRATELL S:CONCRETESHACQYFORMTO AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED - _ -0 'p "t ANGLE CUP MUST BE CONCRETEBLOCK UNIT(CMU) SHALL SHALL. CONFORM TO ASTM C-90. WOOD SHABE PRESSURE-TREATEDL 375• O. ��' ��:•.�4Yi' FIGUR54: 4p FIGURES: FIGURE(. YELLOW SOUTHERN PINE WITH MSG OF O55. ALUMINUM SHALL BEB TSAND BEAMINIMUM OF.lW THICK STEELSTUDS TO BEAMINIMUM GRADESSAND.045-THICK(18 GAUGE). STRUCTURAL STEELTO BEAT p%323'X.3]S MULIXIN"O�' INTO METAL SHALL E%TENDATIFAST3 SCREW THREAO582YOND R V!� i S/ LEAST.I2STHICKANDA05.ALLANCHORS WOOD BESTEEL, IB&SS. OR410 S.S. 'NAN THE MATERd k10&Al2 ANCHORS IWO MAY A. LV14NE.05870 P.E AYR. 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MCI M.1 141. 11TR5 ])DIET tall. 32110. WA WA WA WA 1001. MlA N/A WA WA WA M161 NRW mIM ryV I C IY/tt InC V eron wr, u>c InC owxc rv]w�n rnl Irr,v wvu rvo.nvn nrv.uu ro FIGUREI: FIGURE2 RGURET ANGLE CLIP MUST BE USED IN PAIRS, - FIGURE4: FIGURES: FIGURE6: e • • TABLE NOTES Q__�)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. I (MULLION CAP.,,s,a,� -ANCHOR CAP._ THIS FORMULA TO OBTAIN THE 'ANCHOR SCITY REQUIRED• CORRESPONDING TORN JALPRESSURE REQUIREMENT FORTHE 4ING, WHEN IT IS LOWERTHAN THE MULLION iOITY (FROM THE TABLE) OPWE SELECTED -ION. IT WILLYMM A MINWSUM ANCHOR \CITY WHICH MAY BE USED TO QUALIFY TIONAL ANCHOR OPTIONS FROM THE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INBTAl1ATION ME HICOS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMR OPENING WIDTHS IS ALLOWABLE. 3) MUW ON 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-m FIGURES SHOW BUGG ESTES, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATESCONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE W63T5 AND BE AMWIMUM CF.126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE). STRUCTUPAL STEEL TO DE AT LEAST.125-THICKMI) A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THHEINDS BEYOND THE MATERIAL 4108 #12ANCHORS INTO WOOD MAY BESTEEL. I0-3 SS. 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ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLM '510, CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO AM O10. WOOD SHALL BE PRESSUR TREATEO FIGURE4; FIGURED: FIGURE& YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE BOMFTS AND BEA MINIMUM OF.136" • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A38, ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND pX3.125•%.5`MULUCN (1"4FMULLION) • � . THE MATERIAL. #108 p12 ANCHORS INTO WOOD MAYBE STEEL, IBB SS.ORA109.9. PRODUCT REVISED BuilEinglGang wM m. Gletlaa NOA-Ne. CC UUuu 17-0630.01 Expintlon Oat. 05126/2021 �.: No. 58705 F RA MMIBon CapaVy Tehle Shun]) Opening MID (1oranIon-perirg meals)Or Opening HolgN Mr 1D03nnl9mf-epannig"ON) Wu 60h min ee In Bain Me IIDh 120N I.a 1141.f30 flub,µ'la 1<Wnp Tleplin.[N. I<mnp Fecmry2Y Lwdnp R[ eaa 1-male, RaoapW! Imanp Tm neea. 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R4 lIT 3US ]31 Sol W IlO 317 Me 37 19A M14A 9R 17.1 ON IIIM A.1 ]M T1.S II3 M957 11d IS 2fi.9 ]57 NO 111 1i3 737 24.4 INNA AT 111) IN116 ]51 A.1 ]01 10.1 151 1iA 74 fIDh 'AJ IN 81 ITS 34a We .1 1N V.. lb 1L] 'll0 tl] NO 192 Mr Ik9 ]6 1]d r6] 144, M. 012 112 IB6 TABLE 60 Mc .'Cm itl Tah10 Subdsc 23Y. lleemej HWw WII Fned mw IVtaV Ny M<M1OBCIIp POC95NB 'WYr1� y1B Ebe UB.xw IN'Een URem Le.-Ga. Il@mw Yta'Ekolbnm IN•Eb[11}aew 1M'66 Eko Api00eM yISE[a Vln:[n IM89 Fba Appre6nv YNCtetl .-K51 f46Na Smnv82M /46be 9oen(W) Fmn wslm[4 mi +' alA• r alrr ana r x-ta r afrr r 1AIT r B.u• Ba4• avB Embanml(M} 13'4' Lyi• tAa' 1-LP Y 1.114' IdN' 1-1N• f-110• 1-114' I-fl<• T 1.19' 132' uh[ 2N[Im®[.1S Mh QC.I6bWWw0®[ILOp IFlB 1A2! 3Wn[ 963W 459 la SID In IM410[ 2700a M01M ]XW )IOWa 374M flA09 .1 . .1P[ bllb SBOIw 4Amra.®2b' MIn, O.C. 16... ([/OM[O UP", 2p nOM 7WW No SO HWM Sea R[ WA .1. WA Sb Rn WA BWIO[ NIA 602M 00511n 1130M I AmIim 0 Me' W O.C. 11..(11.0.).1 pY� 4k M NB 1400W[ WA WA NIA WA ]Wlw WA WA WA WA WA I]aloe 11mM 3NOM 4..IS Y MIn Q. I in be AnSe CJWI Seer a Tea. nOSe wt.tSWp 9SON SO GOIN .1. WA no., 7"IN Same o... M]in BMIM I120 Ce 9Ancbn OYMRaS./RilIMpNDNIIib. 65 in. 117eas wenN *Nu 22M•. .101. SVoa WA 1140M It]11b aael. RMM 1n1M t]Z710f 1600M 4 Axrom D 0.4T MR 0.11 WO. MW.125-Aan nft.rx WA WA WA WA N/A Nd WA WA WA WA NU WA WA N/A 1430R[ 2Mctn62WMh.0.CTFLNRb.Ox NOne I.. Mfie Min 476b WA mIS WA 3151, WA 4bEa WA W0[ biM IAOM 4 An. W 1.1•' MM o.Cr (Rm. Se 0a. 7Wb WA WA WA WA NO III WA WA WA WA WA WOn 665M 1W0[ IOTTAINTHE•ANCHOR CORRESPONDWGTOAN TABLE TABIENOTES: FIGUREI: FIGURE FIGURES IIGURE4: FIGURER: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEEr25 FOR INFORMATION ON LOADING. SEE SHES 24 FOR GENERAL INSTALLATION m • ml 2)) LINEAR BETWEEN BETWEENMLLILENGHS AND/OR OPENING WIDTHS IS ALLOWABLE • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW FIGURES: FIGURES: FIGURE I: SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: N ETE HALL SPECIFICATIONS. HOLLOW Ep • • • CONMETE BLOCK IT (CMU L. CONF RM TOA301 CONFORMT SHALL MINIMUM URETREHIC YELLOW SSURET tZATE HASTMC9S,WOOLI PINEWITH AN SO SOUTHERN PINE WITH AN SG OF D.ES, ALUMINUM SMALL BE S TEA MINIMUM OBEAT THICK STEEL STD TOLE AMINIMUM GRADE RU ). STRWTUREADS ELTOBEAT GE). PNGLE CLIP (FIGURES 585) MUST BE USED IN PAIRS. AND P38. ALLANCHORSWO INTO METAL MATERIAL -THICK A SNAIL. ETHICKA LEAST EXTEND AT LEAST 3 SCREW THREADS BEYOND ME MATERIAL- kt08 p12 ANCHORS INTO W000 MAY BE STEEL,1&B S.S.OR 410 B.B. 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NO Pe 9W Na WA I60 ke 1491p AMI4 dlb IRONe 014 2. 1 ptOp NOEi WA Imgm I.. maou IIR] INow AWp WA WA WA WA WA MNA 1CD0[2. p3 O.w"ND q,M SSfp ]90P 9p INb WA SM®1 WA StSp WA NpbSIM No. Fop 0', 05 /W![ m]BuA WA NA Z. WA WA WA WA514 11NM TABLE NOTES W H.)X �MIILl1ON CAP.p„„% -ANCHOR CAP, USE THIS FORAIULATO OBTAIN THSN NCHOR CAPACITY REQUIRED' CORRESPONOING TOM ACTUAL PRESSURE REQUIREMENTFOR THE OPENING, WHEN IT IS LOWER THAN THE MU D)N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE MCKNiC ACITYTABLE. -1 Tyr r- FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURES: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USINGTHE TABLESAND SHEET 25 FOR INFORMATION np • • • • • • • • • IL INSTALLATION METHODS. ON UM AND MULLIONNCLUS SHOWN AR NOT O&GALE MR ENACT DIMENSIONS SEE SHEET&21.23. HOLES TO BE DRIIAED IN THE MD FOLLOWING DIMENSIONAL ItFSTWCTIONS 4.AOP SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, FIGURE@ FIGURES FIGURE]: 4)SUBSTRATES: CONCRETE SHALL CON FORM TO ACI 301 SPECIFICATIMS. HOLLOW AND � � • • • A MINIMUM GRADE MAND. THICK (1GAU E) STMMMRALSTEEL TOO EAUM OF.1M'THIC. T LEASTS125 THL STLUG TO EMANDA35, AN HORSUs L 3TS ANGLE Q P (FIGURES 5&6) MUST E USED IN PAIRS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 &912 I•X O XAIS-T ANCHOR& INTO WOOD MAY BE STEEL, 16 S.S.OR 410 S.S. T-MUumm -1 1ADD' )-- U xIZl�ol2 _I��IB io PRODUCT REVISED s omplYlne MIN No FINIda Building Coodd NOA-N0. 17-0630.01 Eap1m110n Date O512612021 FL No. 507M , TABLE BA. M.W.. CP,,ityT.bk IMAft? Open rig Wlatb (Tw]9NNEµspewlllg NOOM) Or Opening Height (forhNINCOOPYIp1I mAAam) CA In min min mNI mIn HOOF fin In ik.b 1601n 136'i ulifi^i AmonXaz 1®aiq TImmmo lo.are Peolmply. Waane Trep'rnCa; Imalp R[cureule, Itldm re,0nd B. 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SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOOR OPENING WIDTHS ISALIOWABLE 3) MULLION AND MULLTA ION 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, APPRO)OMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM P90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6053d5AND BEA MINIMUM OF.125• THICK STEEL STUDS TO 85AMNIMUM GRADEW AND .045- THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.I2FTHICKANDA39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL 1410 B Al2 ANCHORS INTO WOOD MAY 9ESTEEL, 166 SS, DR41D B.S. IHIP111]'F1xlIII., PRODUCT REVISED pt longg , with the Florida Can tlo NOA-No. 17-0630.01 Eipiration Date 05126/2021 1\\III I11111//s -aaiH, Ll Iv/i2 A-•.�� - T I} ,' No. SS705 t or C�j ff SS. A'AA'ONAL ENIIYY] A LYNN MILLER P.E. FL P.E.D 50705 TABLE 9A MWIb. CapaD 46b IbWPe Opan6f0 W BM (lOrwNcelyepBnNnD mUODn.I Or OpepinB HaIOM(IDrha4mnmN+pamelB nNIlA7A1 LaiAInOA WEnD NBIn Tn �B�b PvewElMhr IWN TryW� Pbdip( ODN PLoeAInB Pl.eGhyYr IDOIn iRWIBrxBp. MtNInGNNn IRBN WIeMFB mN �La10N0 yLwJ14R ]pN 10N ]mp'fmaq. �1 BON �! TI#IiMW6 119]9.T0 A00 l�Bne NIOOnpWm bna1)OA6A11D.01'JB .5R pyye g5 r5 yg .Dy qg yype pppp 11A0 !IB 170E 1110 Tro. LH 1BA0 1)DA •.TI IYI.i 1118 o .1 109A III. 1}0.0 'DI BAB 111E I10.0 MIamIM 4006Y1 $W,., k.�U. IM "1 1-1 OlB RDA 0]] 11U IN1U0X INA BW BID 078 INN WD ®.A 078 IID.OB001in0 Sm 110.0 801 1)PO mt 130.1 ez1 I.BS )O. 1119 BY7 15&1 ABB W. IYABi80)I 16A9 BBB 0!2 i0.1 AO.P B11 B691'UH im9 A9! F62 e39 610 BE] A6B 1Ad]m6BOb 13BB.1YfOF 1]0.0 10I R0.0 ml 16A3 BB. 1)PD fBl 1R.A 0^3 IIAB A0B 1NA 059 1]I,0 B.D W.1 1]eB A% fl] m9 ]IB 1YB.A 018 A.J 51.4 To 4]J fB] U.. 118 0]9 m] 1A1A lIB 1NA AH I141 710 1J3] B10 10R.91Io fO1.B 6.0 iBB ]16 1.1.0 OOR 11.B 900 01.0 587 f39 68.1 61A ATl 1I.09YB N.! 811 7A.} 620 NI ]A1 BRMIT 03F 1217 0V IDYO 610 1611 .Il 11.a 60SW..71 B65B 18> BF 00.4 "' !JB IBI eI.B N.I BA.I IW d1.0 811 BL1 1W 9.1 BI1 61.1 104 =4] D30 017 0]] IB3 10'. .17 114.1 BM DID m) .7.0 !I. no 6R BOT SOB 7A] NO 19.B 01T 510 HS N. d1.1 .1. #1 I11 J9d %B 16B IOB ]AB !iS ILO 105 510 ISO em S )ifi A3.0 610 Bi.l 1!0 6A1 BIB HAY UO 60.T 010 BS.Y 4]P f1.B %B SBA IBA 148 III Ia,l ]9J 109 dD. 9IB 969 ID! .IY] ll1 YBA 915 ]A9 9B1 PA3 1.5 ]&0 ].d Y20 IBS 983 ]J9 RF 7BF 11lJ oBl 1m 111 n1 .&0 10. 001 IIJ 81.3 m 111 mH Ol1, ]} Jfl m9 d0.0 1B9 111 SA9 500 ]90 TP 1A1 100 18I 111 bA 8m 301 1U 11.8 %B v.e 111 J0.7 Jm 3R 4]9 11.7 NI Etl S3B T1.] NB MB 1].] iS.Y Nt 994 ]l.l 1A0 i1e MY M9 139 N1 R1 a21 117 H6 AO roF I31 >TI dl. R93 ]BI ]D3 A.I DID 90] 9m ffi] Y01 305 3!R 38.0 PBO 2lA SS 1B.1 T6 H.II UA 3]R 301 H.1 LB SU 10.0 D91 1i.i P90 tTd Y.1 1S6 ]33 BBN ]f.0 2.1 9AB 300 P01 P➢1 WP DSB Y0.0 4m 4fl1 P!P 118 'AI Y3S DIB WJ D.1 R1? Ld 1151 &A 2. R6.1 NB -5 990 11.1 Pb 1].B DN 10.. 'A1 491 on '" I% 111N 9]A D10 T31 19I I00 Y1. 1BA 1N 10.4 P1B 1BB 181 10.1 Dla tl. 1.9 t Y01n 1fA In 17 V. TAB IBl 18.] 18I PllanD(YaPacoD ..- wa Holov mu FIBeB CMO DT WroO MBNI 9WBheb: SiM WnoNle ].3FCmo. 111".. EIW YI@Ro 1/4'81 pta DID DDIDD 0IT 9kel DiS 3M@ MMITTIa: 9716'E¢BNlncon 1/PEkn Utrmm y1 E. �� L10'Fkp Ulnmm Ud"Elw Lllnoon AOOIpOYtl U.. ADD..... Scrcn(f. I--(6) 8om ml pnchpr COp PaBema Yur s2. 1' D-ar 1' M? D• lne' r os3" Em.B4t...ON: r P-1/r r T W. 1-0/d' tdliD Nfd' 1-0fl' T fYB' IH 15B' nha EmGSnuNAni BYd' S3'1' 1S1' tdlP TOlbe 'd➢Na 401 9%IM TIOIBf SII Id &A F] WBIm J110I Id31m SfU ba TAmMn®1.16•MIAOGIeIN.NtlOSeel Clly Fq. IA ].31u ]W ID1 IBlea iM lb1 d%b D.D. WA WA 15N 0d N/A WA ]W IM WA N/A MOIN WA T481b0 WA 9M.a WA 1BRIB1 6l:IhF WD®e 1A51he %Sibs HTnbo 1138b 9 MOMn®1.15'MIn V.G 19W91A lorORN)OCRIy Ty d MaMn®T MIM1O.C./RIDSNgIBCMDr1610.3I TMlho 1BIbe DMk! iS801W 1MBb NDo1 9BIOe WA D300B WA WA NA WA F1o.1W Abm. ffl0.d{ %A D7A NIA W0. WA mDR! SMchm®0,30'Mh O.C.lU6p. 103Be 1%IE1 TDSQe U3W 9'121m tY 6o iW IOe t)I lb 3101b1 1B]0a 3R.c dT3 &1 R003 D211b I AmM1aIFCIIp 6W.6] 2Mo5vr 01.1P IFrt OGIFQIp IFlO. eF 210N1 3B Ib WA NM WA WA 1MIb WA NIA WA WA WA HiN NDIM %UIM FIGURE I: = FIGURE2: r o FIGURES [07 0BE -I F�: ANG E CLIPMUST IN PAIRS. FIGURE4: FIGURE FIGURED: OBTANTHE'ANCHOR CAPACITYTABLE. TABLE NOTES: - -1,2W' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR NFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.26W SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION5. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (MU) SHALLCONFOPM TOASTM OSU, WOOD SHALL J- BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SGOFO.W.ALUMNUM SHALL BE WB&T15ANDBEAMINIMUM OF.1W"THICK.STEELSNDSTODEAMIMvIDMGRADEWAND .04V THICK(18 GAUGE). STRUCSURAL STEEL TO BE AT LEAST.PL5' THICKAND ALB ALL ,100" ANCHORS INTO METALSHALL EXTEND AT LEAST3SCREW THREADS BEYOND THE MATERIAL. 1]5"X MW X.10T # 0 & p12 ANCHORS WO WOOD MAY SE STEE.1&B S.S, OR 410 S.S. MULLION FOR FIELDNUUMUNITS PRODUCT REVISED Dus pl1eyI ge wlUl the PIoAB. Buddl.11 CAtl. .m.. 1TLOS30.01 BxplrRuon DalagS/2612021 I II I IN7 B26U OCENSF N0, SBfiS I1MIILUOTx.lDw �"ASIONAAL61 FACTORY-MULLEDUNITS q, Lym MIL FL P.E.# 68705 TABLE 10A Mullion capacity Tabla QbeAP) OpONny'MEM(NrvBllically-]pam+IpmLLlorm)OrOpenin8 6pon EOI. ]OH Nh NeI8h3 (61MIROM911y6p.Bru win 1001n p mWrans) 1 INh 1401a Hill 118M3S6 NdvnANvr LaWnO bapTrhnO. LOvtlnp ReCinpOm lwArg impll&np, ln= flvelanAVYr LpaAp TIOPIT A. WVPuq Ratlnguln bnlnp TnprtAanl. U.6. PapmgWI, Lm3nn I.,. Wv6n9 RVN sa. LmE4B TnN1Nnp. Loe4Fp P4avAylar loc0n] TmIBManA� loetlin0 RvolspuFr lnidlrq inpTmng LwRnA ILehnpNar Lnvin9 Tnb nbp. LIMO ].B,u AINm. YuhaTiN '� & ^-- �SSa %3e e� � a :a :s 'o-'g sa a 3 cY � as a 05 ga S.-. Re fiA as F e.0 € 2.. ire � sa S x� =' i@ L a.. i$9a as $ J�ji : �a s"a 'E 6 2� 'tn g€ % sa f S' 3s" ez �g�g �2 as 'f �.0 S Is !� �i a sa 6 & le ma �C S �,. if 9e as E F [� a J_- a E3 L - �n f., &9' �e s 5- k '�� 11 '9�s'€ as ! :a '9..n '11 i3 42. INA 63A Ilo.o I X0 714 1m0 ne tNXIS n60 ms fop eu +m.9 Gn npp m6 170.0 621 npD INA INA MI INN Nv $NO MI INA Pa nao 01 INA 19A3 INA 6P1 401n 17LO iPo 1NA NO mb A50 ti0.0 6N iNa000INAIIM170.06G11]BOV50.0 677 f]OA Nn nP0 N1 INO 17M III as 1697 079 ONO6A0 N8.6 19i9 1ID.0 6B0 6N6]SN Ir00 141 IIOI 6W 1700 0 ONO 631 1 INA 44 1WA 1190 1i0.0 11l n0.0 1]Ifi 11A0 14] fi0.0 14N nN0 Ili] 110.0 11W V0.0 )W 45Y6 IBil 1]00 M6 19].6 10i1 110.0 765 Ylo 1700 Al IW.O 61] l"A 956 ONO 691 0 INA 764 170.0 1271 INA Ell $10.0 1414 INA 931 fIDD M4 170.0 Mi 1664 1769 INA flit 134.1 MO 110.0 001 113.9 1r59 110.0 Alit ip In INA e65 Im.p 701 1 A 10W woo p luB na.a Blo INA t417 INA AN lot, 1511 UNp AM N5.9 ssN ON.o tm3 list; 1511 ITOI M 1.1 %it 1N. 10G1 9N6 1sN Np.o Im] Win 11N0 490 f]0.0 rd5 1]0.0 1116 IRO.0 1]@ 110.0 N0 1566 1])0 I10.0 1016 I]B] 1]10 110.0 t076 fib] 1310 I610 f0l] 1N.4 1]10 16Av 10Ti E9.3 P10 f353 loi0 1c) 1P0 165.] 1010 o As 1. LINO 9A IlOD tt9 INA 1f09 00.0.G INB I. te0i 1]6] IN0 Iliad 101] 01.1 1YB IN.1 '1000 IOBB 1NO 1]90 9W 9N0 OdA J30.1 976 O.A ISI] 139.0 M6� 68.1 1'110 1140 076 Rln 16LB 1N9 IlOA OO 1]9.9 IN9 1512.9 IN9 1]Y1 b0 100.9 IYv 119.1 A00 9]] IN9 1041 Bdn E9.9 INA 1031 WO 19.A 111E Na tl0 39.9 109 913 NO 6L 1049 N,1 020 Nln 14L1 NI N9.1 ]fal NI ti6.60 YI 1113 ]91 E9] aN INA III 19.) YI III 'no ]1.4 N1 1is l6i Y.6 N1 RA 71 11I LID Yf 1J] no a11In IWD BY t9ID i6] 110D 0Y HLA3 T WI iVA 793 02.6 ON 91.0 740 )]A 6N Y1 no MI N6 IBI III SA AW RI 79 a, 413 IN G6.1 699 9p InA5B611EE]5901t6 611 A9 1 fll 06.1 96 41 $71 6a2 660 O.1 611 6Y0 SSB 410 911 NA YI NO 6I1 43.1 W9 MI PG.9 fill 3i3N0 660 ]] 521 64O 6a0 BIA .1 690 6J4 60A IA] 6W 111 6W' 993 MI 410 IN ass his 39b 4A '®d fin 3LT O1 13V 4E9 ]3.1 6901M In 497 461 60.0 421 4U 466 IYA6 461 IM 400 31.1 4A Its 4M 216466 2A7 3n NA In 27.1 all a.r AN a, 39R 96 165 466 19IIIN 4aO NI 461 409 Olio Nf J917 AI 311 337 Ali 441 MI 3W 26A 441 271 No at No Na MI 19.1 411 its MI IN IA] t41. 17.. ]51 1MIn 11] 910 )EA 944 302 41 11.0 ]N is ]M NA IN .1 3R 21.7 30 20.1 376 213 Its 13.1 No "A ]L I6.1 IN IV 314 IAIn ]1.0 36] ]11 M2 Us Olio 1I.E 239 160 26E 16.) 9a TABLE WH McM1OKapadlY Table pbaj SU4IIM 2M OYeMe ]9k C011t. NgOw WU FIIIeOWU P1 Wma I MNA VIB'Elro W'345[. 6'1P 0[0 1% 1" N.8Z W]91n1 m2Blsl Mchpr COp Pelbm3 MNplypn Y16'FI[o Ulrsal YP'LkpUIVetOn UBra<an mvmlONV m wsa,OWlntpn AabI ueo[m gWlaitlm 9uew Nft24t[d (OS) Scml (GS) EB dalmee - 1' 2-ll]' 1' 2N'I NIB' 1' 2NS 1' AVY 2 Yll9' P 0.48' N9P 0.W1' FnttLI+N p 134" ty1• t011' 1^JP Y 14N' t-Vt' Ft/1' 4VP Lt/4' LVP P 1-YB' 15'Y vNn 2M[mn®IiA NIn OC.19daW VWr.I CJp 61A t[ p]ha LO1! 491m BAOW t6M Na 90®a Mi. .1. 71UIm Halm 6W OD &BW N11W 9N Im YOtl .1pmFV10g tt6'NIn O.0 I91abm Rl MOep L1NIM. 4M 6a 7W Yb WA NIA NIA NIA 9B31m N.'A WA Ild WA WA M21m BW ha 11fl IY 1Alemn®3'MN.O.GIpJdSglple Wpallfq Sf 7Mpa I.. -R9 1-1- "IN No. 3LIm WA Talm 741m BMOm 1BOt iffi FB21m 099b t1W lm IU-0g10.n.1�Num FIp B9 NG WA NG WA NlA WA WA WA WA WA WA WA Nta WA MBm 9gmfcn®0.51"Ma.O.0 tAttMl/FGTp (Fl0.0.' I.A. 195m 'b. e'- 13B0a 14pe 1]71m 910Ne 1Brlm 9ERa 41BIm t701m 2211pc mOrm 2MtMa®1A6'MIn O.C/PAID Fl061'.]Mba I.. NIA WA n'. NIA N/A 100Be WA WA WA WA WA Y169 4R Ib L60Po FIGUREI: F•• FIGURE 3: o' o FIGURE4: FIGURES: D FIGUREZ TABLENOTES: 1)SEE SHEETIR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEEFOSHEETS 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTIMIONS CUIP MUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXMATE HOLELOCATIONS. ED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWANO GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-N. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE6: fit) ST5 AND BEA MINIMUM CF.100" THICK STEEL STUDS TO SEA MINIMUM GRADE W MD .04'THICK (18 GAUGE. STRUCTURAL STEELTO BEAT LEAST.125"THICKANDA06. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL rr 01 C10 & 912 ANCHORS INTO WOOD MAY BE STEEL, IM B.S.OR 410 B.S. CAP,,. ANCHOR MAY BE PRODUCT REVISED B-raft, Ip Ne Poland.Poland.NOA-No.otl 217-0630.01 PxpltaBOn Nmte_UfM2021 hL s\1 U I I I II it 3.M0' 3.250' j } i Nm. 687M 71 .s 4edw Ap.ATe 1 .Bz4° od' i 1 A' 44AAslO'yJ MULLION FOR MULLION FOR LE FIELIYMaLEDUNIT3 FACTORY-MULUEDUNITS n lvn P.E. TABLE 11A .Mullion LepeBHTaMe (WaM17 Opening LA9dC+ibrlicAAy9Daming 111 0 dTOPen1n9HO%Iht OOrikdz'.wpennW roub.) St.IBON 14 in 60N 60in min Wh 140o 160o W[lenular TnpTtmp. Pmleryulm TnAlydary. WGnngJvr Tray3Amq. R¢unputr TmpTAOm Rv[enxJ.1 ToprtfimP RvnvnpWm TrtpT 11. Rkterdaln inpTury. bo1Ny PvwnAMu UVAN9 TnyrAwa IeadLq SO. SOI LwEinO TnpTMO loel'o9 1339E94 Loadnp LaWNA bo0'uq UkinA Uk%0 Uvtl%p be0p Lmd�y badivp bmind LovdMO bvOiy bWM LA16 Al1an.TUbe '6 '�w1ii! 3� 5 N � @$E�u`u•2.�S`5s §� O ^'e fa 8 c �' Via e @ 3 as ig E$ sa ae y�5S is a as 2 sa =@ as @ €a 3g fa" §a as 3�as :Ii h@ $a to s� 1140 am +1a.9 6sA u4a s0s IroA 991 1Td.0 sl9 1]4o[12 Imv 541 170.0 i$V7S.. 6fl Into Nae n0.0 1135 n4a 5]1 Im.O uB] ImA ul uln no.a DO Iro.o 436 1iv.o ila Sri TICS s92 nOJ 630 1701 I'D IroA 651 170.0 1m0 m 1700 al, DO, +Mo Vas wa 1)40 1143 InS ISO IDO DEC fmA 600 um ndB ]0e Im.B .1 1140 05AlIl 6]1 1)d0 Ivafi 1r40 W4 11aO 1145 1mA 123 1m➢ 1m.0 Idi t10.0 TP 1]40 1793 1RL0 D4 170.0 2209E IM r66 1m.0 xAI INA r5A 50.6W % 1m0 ]li 110.0 503 110.0 B96 1m.0 1H6 1]40 1M 110.0 1Do 1m.0 MD 1IOA 1m0 B3] 1m.a 1 I. IfiA 199 1N.0 A69 11a0 2111 170.0 A01 160.2 2103 tM.O 661 Lln P40 19i Imo 6V 1m IMA TTT 456 1063 691 "1 170➢ 1910 tm1 671 fma Hot 110.0 Ld 119A 1)40 B90 Im.O 1T1 1540 1033 1m.a 21X 1m0 106] tll3 x169 1T10 1.1 1mA m61 1MA 1063 00In t]40 AA3 M7 IW3 PM Na 1mA II00 TOO tail "Ca D50 10m 1MA f.a 1]0.0 1II1 1W.9 L60 1M.0 11W 1345 ]WO tmd IVI Iq] f000 1]OA 11mWln 1Mo 911 1rOD I]01 11A M9 110.0 1DO 1116 11. In fin 90➢ 7S 195[ TIOO IOr ;, 1S6 1>a.1 1066 1]A.a Im0 I1W +I0.0 191E 1>aA tits tU.O 1969 1m.0 1T6 1226 IS6 1R0 1f A6 1WS 1966 11A.A Lal to 71mA Arl 1140 1f]5 tvn 1r0.0 HW t]0.0 1R6 1M.1 115 1140 +2ID I5t1 Imo 1316 130] P99 169.1 1.a Ila, 11N 155.9 19H N.1 WI 160A IH2 A6.11m.a @In Im.O .1 1]0.0 +]19 1I. ate3 19W 1]a0 +MA 14IA1666 1[5) m95 13L1 I546 ISW "'.a 15W N1.31E1 Hai I6A I)i.]t219111] 1x16 1151 Imo 961 IRlO D01O 1116 165A 1 77 1693 1315 13M 14P IS1A 1M 1113 1391 1203 In.t 10P V95 1191 A+.a14V tics 1169 D9 1171 It"A 1160 651 14R 1W5tits Smin IMO 1. IRIS tits tn.9 951 UB tits 953 SIS NO n.b 99 i1.0 TIME' 910 599 IlM 11.9 W1 W.l If10 65d. n0 MA 1fl0 fif.l AB n.a 9m 88] 141 R2 nb .1 am 6D SIS I12 SI1 6l3 n9 66A 60] 18.8 9]5 6L 1t3 N9 9]3 6xJ D6 36.6 916 10.3 Ki B91n 11].0 BK D0.3 OY! 81.3 A]5 056 490 [S U.1 i11 M9 6P 31.3 PI ]59 6v ]M T1 99➢ 621 25.i ]ll 3fA 6n tnln 032 711 WA 6" 016 P1 066 9.1 Tr1 61] 6R SIA ilt N.9 6a d5] nl 6W R.0 130 91A N9 911 m0 ]9.5 501 Itlin ml A.3 961 i21 ID0 0n I.1 ]41 Su RO 41.1 720 TAB nl 411 m0 d50 BL 31.9 I30 41.1 51{ 315 ]30 .E6 120in 599 LC IN 61.0 SW 499 Sit '66d 41➢ a. 64.1 662 11.6 02d ]9S 511 ]J.3 629 2 6T, ISO 6L 110 511 no 6N L,1 519 21A UI 11.6 509 IB.] fiN 11.5 651 133 "a 3B5 21.5 4y 25A 910 ]TT OV W YM 19] 433 0 >n 11.1 433 91 3m Wln ]dr ly )SJ 400 219 TABLE I1B pnchdr Thble(lba) 2]Y IbRKe 95NCMC Cg r Xtlba OdU F1NAC41Y P]Y1031 MWA AnchdrCOp palWme EmlednWi xnn:Mm ®aie HrtonlSmmad uLSvtl C-0p Wn IF IA2M[LT1.15'NIM1 O.G/SIIIXON Dili 2i' 9Arrbn ®SMIrtOCI 93A1gIBtlpYl p'g 9L 4Artnn00.54'MIn PA./YS]p,bro.iW'Nu1N 694i 5AR1t8/FilpiXp St xPnrXvs®1.1@Mn OGIFLSp ITT&6t 1srr :1D N9 {W ¢9 rfA 69 NM 1M 5n -d00a 1sr 9mtl rW PI iWlb WA 1WDe ]mom larr d»in WA f�Na NIA 1]6 rro W4 +ar PYOIfG WA 1'vtllW WA Y51m WA 2• 16H 6» NIA 1606 %9 N/A 6'Qd NIP 1-ve LONa NIA 3101a9 NIA t36109 Nta 1mr xWU WU 3mb WA lbm 191 ae +-va YM1S os NIA NIA NU 1n®s IUA +-v4 r10im WA NIA NIA YOlte WA ++Id 9dL NM i4S 0v NM 10/D9 WA +Yr 65105 WA 081 Ps WA 9910e WA z GSPB !3'A Dm Re NN {]9b WA 91IW ®21M WA NA Ii000 9[ibt s{91m W'Im WA WA IIlln SM In 11ID Ib 11211b lxh]Ve 2501b dRtl SA Ih suWmW SY 6'EI[0 Vd'$$EYO Y1S EYo 1/1. 59 f1[0 YfJ 91M Wx51� Y1251R1 ArcMTyPe: Y16f40Mm'm Vr fkeUM:an U59xm 3'16D[e U1R V4'F9aoUWa[M A9dGdW Uttxal AW,Gak 9[TY(W)9[ru (GS) 9[Iw 1Cb) 41m' 3NZ 1' 2-11Y Y YIA` Z 0.69' 45T 0.]21' E Wslirte An 2VS i" LVY 1ae' IdA• FIGURE FIGURE2 = r E FIGURES: ANGLE F4P ® F® e BEUBEDST IMPAIRS FIGURE4: FIGURES', FIGURE 6: H9606 • • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA6LESMD SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL NSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS L ALLOWABLE 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, BEE SHEETS 21-23. HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE W63-TSANDBEAMINIMUM OF.IOWTHICK.STEEL STUDSTOBEAMINIMUMGR/DEMAND .045' THICK (18 GAUGE). STRUCTURAL STETS TO BE AT LEAST.125• THICRAND AM. PLL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL #10 8 D12 ANCHORS INTO WOOD MAYBE STEEL, 1&8S S. OR410 S.S. ANCHORCAP.,e HE•ANCHOR FROM THE i. X39C%A2r MULLION PRODUCT REVISED pl In9 With the Florida IIIIadamB �dde NUA-Nd. 17-0630.01 BAplm6dn Date 052612021 * i No.58705 TABLE12A ' MuiE9n Ca ae Tabb Dsllh Opening Wkih m,ustuaM-apaMlV ieso- R) orOpenso HeigMnath3dzorm9YdpeM]R rish.) eoq we TOIn mF BSF ImM LION lob INF RncurWlar ThpTMy Ra[WgNx TapmnnA, P[o1nOVa TgIManO. .n Iinpaar inpTlmO. Pwlun9ols TxJMmp. malaR�Pa TN/fNnt. 1meh9 Rxln9ula ImTh9 Teniem9. Ln05N RePan Im6i9 TnMNnB L<eAnA Ree'an9Nx Lamp ]rePRna[y. InaMO 214T15 babry IAe®00 lm4M Iv]n0 L°aAN LmJiy Im5a9 Used lva9N 1<a•nB Luna Alum. Tuba Ms..I F a IIII S .P 3 $$ S S S E a a a S Ar s5$3 53 5b� fr qy gg gqp 5g y� 5@ 5a 5 bg3 5 ib .g$ a s8 'a E �4 $ i@mod 5y y i$ t� �� t s& a ka" S d$ E�` afrffi Yrc in ImD pe Imo )a 1R.0 4N IR.o as RS0 an n00 �z 170.0 s19 7NO is R00 WI 1T0.0 INS IRo 3N in.e B4ae Rd0 sn Imo Ins von 521 IT0.0 1W3 tm.S 521 11 1m.0 m IR.O ego 1R,0 sW n0o em tmD Wo tm0 nv Iroa BM noo ms 170,0 WT Roo un 1R0 BBS +R.D ITD IIOD W0 lTaa 19EJ va.S Wa 1rae nm 1ro.D Be. WF RD.O i0e 1re.0 IR.O sW IRD 6se van WI nos lop tro0 sea +mA N9! tR.o m nto tA5 nao N1 +-mo 1a94 +mo ]se +RA nv non ]se IRA zSa2 180.0 Re In. 2 1 tma T58 SamlM 84 in 70.0 noo TR ]ei fIOA Mx 1R0 9X Iroa 601 40.0 ttlfi IR.O TJI tR.O 7- +RO Bm naa 1 4 Ah0 0]] t)0.0 Is91 1R0 e99 Rao un Z 091 in.O ml Ima aW Ine 9390 Me .1 MN IX B% 11_ RI I- larl 1R.0 ]Bl ROA R10 1]OA e]e 1R.0 14R 1ra0 eH M-D 1594 n0.0 990 1R,0 IDI IRO +6V 1NA 21N 1]0.0 1W1 t-.O 4111 1I0.0 1011 160.8 ]fle0 IR.O 10W T45 IRA 1110 IR.e 060 R0.0 13a] ROA Ga 1RY taus 110.0 toff RBD an 1Me 1. In.0 lm IRa IV] 1)a,a n]t ROA 11f➢ ICS.1 x39] tiD.O I'll RA9 9553 IR.a 1111 WM im0 0]a 1m0 1109 Ima BM IRa Mai Man IOm 1700 last 17. INS Mae 110 Ima I'M 1m0 o 1R.a iNa Ima NS RD.a 1N6 t31n N]] R0.0 19bi 1328 'Hu 1m0 tx t i W F T2n Imo B11 110D RB R0,0 1IDA Ina ima IDD9 1)a.B 1408 n0.o 1118 1R,0 1R0 1i00 IZm Imo 1913 1m0 1e19 IR.O 31]] 1N.o 13B] 1N.s ]IH n0.0 19s0 1N.B NBI 1R.0 15m 1081 ]IU 1R.0 feR nN g mF t)00 1)0.0 IOW IfE 1IO.a 1)a.e Ile E-, IRA INS n1O 13as I. +am 1me ins IRA 1RI t]0.e IW IBS1 t0A IRD 1631 1Nd 1W0 1]0.0 1309 9NA T. 1e+.B 1!M 1�.1 1Bfi0 1%.0 ISl! H2B INa 16x.1 1WI 2 IIW R770 95] IR.O 1311 710.0 111e 170A 1011 Imo I]W ITOA 1N2 1me 1Sao 1W.T lost R0.0 A]4 137A 1W1 IW.1 13W IIIA 1801 Ni.> 14n 902 SCSI INN 1459 058 Is" 1WA P51 ]eM BOIn 1m0 iRA ISlB f]00 N4 149.1 Y89B nad late 1n.8 1080 fa60 11BE ina Men 121A IIR 89A 1]BB 11C2 I+9! eB.S 1]90 iN.9 1147 R! RW 09.o Ins eas ISao e9] ". 0.1A In, NB 1W0 faN fO} In9 ISLs 109fl 1@9 1=9 1P.8 tOM 1W] +]]B 1113 1W1 B1. t9]B 80.0 1. e1.B 1x9 83b IVA T8) 109 RA 1010 6'A Rm n2 Y9] 62] 1r19 6SB t]/ 1&1 1YA W.1 89) WI Ile ea mis 11 Inc an a.] 9]I 09A on 140 B)1 n2 M9 U.r Be.l Wi 6>.5 B]1 m.0 029 91.0 9l1 b,0 t16 t]1 W1 49.0 ]W 91,0 8]+ 4A0 ]W 924 811 40.0 Tfl n We ]W 70 919 W.T 1a1 4].l B19 9IS 774 39.7 Its 44.5 ]W SIA me 40.2 Its 4&0 91B SM LV III on BA4 BIB 8r.3 m2 R.5 be w.- E19 BBI 919 RB W9 HB BLS m9 Me ]CS 'A.B an Fl3 1W 19A 0m 41.0 RB M.4 en 3).l 108 W3 "a i13 )W 349 an 3'a ]W ]t.0 BN ii,a ]W NA WI t'ROi m3 TO Me TIe @t )W 4R N.9 NO as 474 Ie3 6M 1 S IH ISO W 172 no 13.1 Na 13A 418 1M In 13.T WO 11] 001 ffi1 Sb 9.0 4ge S12 619. 91B 4B1 7 9M 902 4B9 .3 MB 39] A31MorC9p Patterns Y1a Hf° 111omues lA ate SLY M331wi Mxe4e1 C.It"II Mcaa ryPr. t1C EIro Nan1[m 1/P EItnUGa[m vyxR LI6'EI[oNam llf F[o URrazan AApeGa3r unpin uarum asumI AWR'ieo' strea(rs) s[rea 6>7 s<mv vQ 3119' r x-vr x.? o.p' asC D Be, LV-ts r z-vz 1• _.. z-vz _.._ _ ..... ..... .1'., .T. i./B T vre• +alz vob. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • e •J FIGURE 6: FIGUREE: FIGUI FIGURES: FIGURE4. FIGUREIB: ANGLE CUP BE USED u MUPAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 11. USE THIS FORMULA TO OBTAIN ME 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TORN ACI UALPRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD MINIMUM ANCHOR TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R 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 $HALL CONFORM TO AD[ 301 SPECIFICATIONS. HOLLOW AND GROUT RI CONCRETE BLOCK UNIT (CII SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUMSHALLBEBOE3T5ANDBEAMINIMUM OF.125-THICK. STEEL STUDSTO BEA MINIMUM GRADE 93AN0.046•THICH (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.I25' THICK AND AM. ALLANCHORS INTO METALSHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERIAL R10 61112ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 410 S.S. PRODUCT REVISED as complying whir the Florids Building Ones lso J.. 17-0630.01 IBxpimpon Dam 0512W2021 No. SB205 TABLE I3A Mulfi2n Cepa9 TAgb al111 Opening WldUl(WISALLalyBP®TdID sole 6DN NIS wF mU6Drb)Dr Opantrw HaipMlbrlrnlsrA6lMsPe]ril§mJllfire) Sol. Iwm 1.In ION IwF 1z61$6 I]wlmpOr In0 mmyramo- t^aM9 pr.Mlbbv Ie+6r_0 TnpReNp. Lm 2 Rer amne L-ft mymrp. IA., wNangaal Imdlp rrwnnro- baEDlp Reclvbiilr bedltp aRurfima. LwtlIW Rwlrw2r LmbnA 1Npmlm9, Lmlllg n.crllsdr m Rap'`at" LpM00 Aam . btdry TmpITNm. LmtlnA r✓<p4a26r UmdN *w/mmA AMIN AIMm. AA Mu6Pn �� ISE �i as g Bg $ a a � & 1i sa d a - aQ E Bg r � Na : g i $� as 4an 7QA Bb mD dM 1NA US Im6 4N IT" eN INA sw IIDA Aw t AA s19 IT" 1116 1. ssl INA t24D Imo sb n0A Una Imo M IN.e 1m5 +m.D M 1RD IAw Imo M NF tmD 1w nD.D u. Imo wa 1rao su nD.O ASS INA 630 n0A IIA INA Ib nno t2m tma en +m.D 1a1 no Am Ina nro Ina Bw Ina Im 1mo eeD Imo 2b/ INA fiw sD.usL Imo Nr 1ma m tmA ew nna wt +RD IGB nD.a WI Imo nw tNn tlu nm m 1RD INI +rae rw tma Ibl tm0 - IN.O'xII tm.D 1N vao x21 1mD re NF 110.0 m no Bu 1mP 2ss +mD w1 Irc.0 u.. ...o 1s4 Im.D 1IIs INA IN4 Imo m 1ND HM INA ew Rna I9h +NA wl INS m1 4A.0 eW 1mA xw HAD em eoF no.0 BLS nee Iw INA twl 17MO r01 INA 124D Ina am VDA Illy INA Im 150.0 San; +N.o INI 170.0 Ion INA xis INA INA INS UN Im.D 1w3 Inn 2ew Ina low 63N INA Sw mD Ls INA ms INA aw tro.D 13W nno IN Ina +40 tlliiimil- INA Inn naa IDB 1N.D leas n0.o ITV 11. .1 1r0.0 It® INA San INA nn IR0 20R INA nn a!N I700 f111 1700 m9 INA nag R0. Aw tm0 tIDI Iran Iw2 tm.0 t5N Iran I'M Ila.a 11s! nO.D IBfO Im.a 1210 1}MO ale INA Ill INA 2R1 tm.a fr30 Ina 3111 INA Rm _ Rb 1100 T. n0A Ae t]0.0 1V! 1 to INA I1na 1N8 INA "an +NA INA 11no 1913 1704 1315 1N.0 SI]5 1]0.0 new AN bw INA 146, INA xis I10.0 19➢ Imo 91w Imo I511 3 1BN 110P LI-1 11II 110.0 93i 1iD.0 1W0 1N�A 1080 11n0 100 Inn 1308 INO 1R1 IN.O 13E 1R0 3012 IrnO 1111 iNA IIN 1Tv.0 ISW 1'NA nA RDA '. INA 114. 1160 IS.e INA WN INA INS E mF 11N INA Ow 1rn0 twl 1N.0 1116 110.0 N11 frnp Rw IT0.0 f042 Ima 1wB RAn M I70.0 1474 INA =2 ❑a 1584 170,0 210 INA IRS INA SUB 170.0 1777 1N.0 WW INA INS BOp 1}0A flN .-. 11N 1700 THE 1m.0 1R6 110.0 taw 1R0 Lea INA V25 1m0 1R3 Rn0 23BI I10.0 11W 1704 NN INA 191a INA Lu R0.0 xx INS 3411 HIM MRH.a LO INA 2361 ®F 1}n0 Ltr INP 1]]x Tn.. 11w 1r00 14K 1R0 10® 1rn0 18II ROA MW Ina 1N1 INA lln Inn 102 1NA xl] tm0 i0G 1f0.0 91M 170.0 =1 19.l ]190 169A 21" IAA 318A 1561 21b IWF 1r0A 11A9 1NA INA Imo iota Ina 107 1R0 III 1rn0 161D IlOP xsw Im.a Nifi 1NI 3M1 ROA All 1N3 DN 151A = In 9a1 I40A 2d1 105.9 2mt 1SB ixl 02] Val USA 21w I1IF 1r0P t6m 1R0 14N t]0.0 10.6 Imo 1]00 IND xa 1R0 1w2 1m0 1III 1N.0 2110 Ifil.a SfiIE INA 2r45 1NA xL 144 Tile INS 2WS 129A 2L9 w8 201 115.1 x12H L!A x9 IRs 1Db IAN Imo 1b1 iR0 tW- 1m0 xlx ROA 16w I%t 2]53 15oA 1501 I311 T8i 141.1 19K Iffi1 II52 nr] 10W 1fA.1 2ri2 111.1 191a ill iI52 W.6 tOrt N2 IIf2 BL11 INA US x15] eli law 1NN 11e.1 15N L0.0 IN5 iw.S 1SH IPLt 145 64B 16G B1S iN1 i3 Ifbl 00,] 13:0 69a 15L M 1313 ... 1N MIT 1. YI 'm w.0 14Y M.] IN4 423 I INA I N.1 15N N4 12w TABLE 13B 0.nc0ar4 TeOb IOs BJnOmc R.h (bv2c ].L Lmo. HYbn CtlV FMSCMJ ✓]v.Vm Wlr Pxlgt Type Y1B'Elvol3tram W'F3w Vhxan L�m°O N16Ew Llemm 1N•Eao,VA:m V4-sSEup Ay LITEIx W2m 14'89 ECa AwIM Nr /f06ktl 6mv (G518ava /lifi6d 1051 WR61Ltl 6wvIG]I MCh0r C6p Patlema EEP mmliallnl E rtEeamaM lb] t' 13'1` 2Y1 WN' I. 1J14- SAM 4Yd' 1110' T 1' 41/d' RAIY 1-1I4' 1' 41 N' blA' 1-IN' T S' 441' bll6' 41/C ' T T aN" IJ9' 0.H' 1-i2' 0.52d' u.Ne R ArKMn®i.lY M. O.G.18rn5W NGRa104 PA. 1.4 4Mcnm Da6Y LUn o.crBPIN01ar0AsmlcW ffp. sY BpxlueBl.]1'MIn G.C/9plgeG lerOneUClp ffh.4y 4AwMaDSMrtRImSMAIe Qpe/gb.5y BAncAne®T z GA. 1 P1&SMpbtlpe/[fy. BY 12Arc6on®13'Mb OA IIbnSHgitlpelffh rt a ArtM1m®1.X'.VYO.�p ff By BAmm®OB 5B]La NO -1 VWIm 10D6] 15w1m 1BHIM WA 390M 1931b9 ODD ILe iM91M R101tl RaOb ]Ylm T40 of 3741m MIN r Wn5 N1 AS NtlSv 5Wb m01m Lw lb 1&I. 15W be 3twlm WA Wllm 101Db fiwlbe IYA Pa IdWb WA tXDlm ER21m INDIM ]f201m Vo1b WA Y3RIW WA 1ODBIm ]i2R 11a WA WA &Db WA lID 1A 1M81br WA WA MASS DI016] IM flID lm I.Ibl N'A iw R9 NIA WA WA NA N'A 1-- I.- 160b 1.^AW Iw115c N'A 740b NIA 1NIm t9Wb WA WA 1.M WA 8®IGe IIwN WA WA IU21m W0. IU2Dn ]]]9b Wp WA BB2me 135OI6] An. 19B]lee 20450e WA MISS 1lNb 645b 1Ta an 2ELIm NM 11z01F 2NOb 11ro1m i2N IL ]3wlm Hwlm NVIC NR GP. - YIELD •APh D.C/UGii. Alla.lx •Nn DC./Vl5'p.lmo.125'Ahn. $In BY WA WA WA N'A WA WA WA WA WA WA WA WA WA WA 18%IM 1-200a'� 2AKIm®(6T Nh G.G/FAplN.10Y 6WM YOnF -:M- L1 wRlm 101E DG IION 35D9a aNb t10b ]]41m BNM Wa2F MISS Wlb WAAA BIMMn 4r1'Pb. O.G/Fop P411S 5w le 1w We SNds IYgW WA NA M.WA MLU WA Wi WA W21D4 ba161 IINb �. OFFSET CUP, USETHE SAME ANCHORPATTEAN ANDAHCHOR ESAS THESTANDARD CUP. TABLE NOTES FIGURE2 RGUREB FIGURE4 RGIIRE8: FIGUREP..IGUREW IIGME11: 1) SEE SHEET I FOR INSTRUCTK3NS ON USING THE TABLES AND SHEET 26FOR MMRMAT11 ON 24 FOR ION LL DK*a OPENING WIDTHS IS ALLOWABU1 '� '�' 2) LOADING. MD MULLIHOLM TO BE RNCUPS SHHIOWN MENOT IN THE FIELD TTO SCALENOR EMOT RESTRICTIONS IXJ S. FIGURE 9: FIGUREI: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CUP 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3DI SPECIFICATIONS. HOLLOW AND GROUT -FILLED USED (RGUHM CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURETREATED 5-� YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 6 TSAND BE ALUMINUM OF.125• MUST, THIMSTEELSTUDS TO SEA MINIMUM GRADE] AND.1185' TMCKUB GAUGE). STRUCTURALMM TO E00UH USED IN BEAT LEPSEWN TH EC TEA36. ALLANCHORS ODLL YB53TKTEND LEl"SS.REW PAS. THREADS BEYOND THE MATERIAL p108ri2ANCHORS INTO WOOD MAY BE STEEL, IBA SS.OR 4105S. T%SX2S MULLION PRODUCT REVISED plyln9 w11M1 (M1e Plorwa BeildiNg Cope NDA-Nr. 17.0830.01 Explra6rn D.W 05/26/2021 * ND. 58705 S FL TABLE 14A MJlgap Ca ar Table Pael OpenlRg WMtb (brteltllxle,1pmvllM %In mF ]a In WP eVAI-i9) Jr OP-M9 HeIgM PoN (fOTYprizamaTPbpeMlg mMlpm) tool, 1MIn 140E tmin 126'xS.11' Rec gwl9f bx'Iro TRP'M1lia. IcffiIp Re[1afaJef leaata TraPTJanp IMiry RSNamula bs1F9 Tfda'Tlam. InafW R✓,edIgn IaAlry TI-InB LmElip R9gIDg4 laLry TrzWIEmV. Iua1101 RadONulol tmdlry tYyiMmv. Ig6Ire 0.ealuquly ba1'n0 TrafY(Aip. IveN'ro Rttl]fyJV Imdnv Tel/f11vR Lmero RxWpu6v Ine1M TnpTneip badn9 xT.b. Mlem Tube Mull d d' s t�S ❑Cg 404 .� $y ypp 61d 'y55 �fi4 y3¢ g5 eJ �g N99 i14 ff py p5¢ fi 1 (yg 4X d1d MIS11 51. i s £ _ 8g $9 3 d1g � 5 fi£... dg� 3y � d � Q. 1"2 me 1 - - 1N 1 0a7 .1 6S 130.�1 f we 4.1 100000390 4. %9 Me W4 .3 31.4 31i 6Y] 4age 03 i0.1 S16 413 4W ]&6 314 40] 4m 10.0 314 34d M1 100 34 = 403 013et0 ID1 B&0 3ai M] 234 %. 303 Tt.O ]69 61a 3R 61Y 2% 4&] 363 610 . 41.2 9W &10 Reg 9A3 . sea 2ft1 23.4 %2 B&&29l 8] . 6CB ale 1.1 a, 6&6 910 BA2 2M 4&B 310 6i7 3% 44 316 bib 2% S]1 310 m0 TA338 311f 4&8 29B ffis ale ..1 2qa ]4.: 015 4fl1 Rq0 21.2 310 0.1 N9 4t2 3Y 4S] 214 d53 353 40.7 No Sao 1»A 3l3 Sm ZI.3 260 N.o SM 247 250 3J4 i+ MB 25a N.2 Rot tl.i 250 221 20f Ib3 2M j v AB IDO 35.0 ZN 3B1 1B5 30g 239 34.] 139 M] 294 T4 ZJ9 Mp 199 t>.e 939 20.6 103 15.3 TN Z05 19a 13.9 RX wry 813 21a d9.4 163 ]f.0 N3 3xT 1"ry MS 219 A9 9R 233 N1 2l1 1fi i30 2I3 237 tm 155 213 9.9 t31 t13 219 220 leg 11,6 R13 121n 28B 1ID 31t 156 MB P9 Me 102 M4 1fl :19 111 Va 170 *21.1-1 110 i0.1 t43 10N R33 9. AS 16 ND 1Sl T-, 161 1B0 1l3 1a218f RIn 226 1a 2Y0 133 I&0 I IW 100 131 1&1 1152 71.5 120 TABLE 14B Mobai CopbGN TebN 9lmlme 2>RCm[lefe 43 Cm[. Nobs tlAUI PTW� MOaI YiS EYu +Ir BS EI[o 6rY6'E&o 14'. - +i4'SS Fko XtO31tl mR91M n23K<I PeQem• AtCbu 1YPa 9'1SEKo wltxm +IP EkoM,am Imam Lt6'EI[oUIVMpI +id'Eto Ullmem ABe¢Cely w3sm A9Pe6far sr.m0 (GS)9[m N31 smr rya) [&LL Mcbo7C0P E4p DaiA4e 113 T ?vz +• avr sv0• t• aI2• t° 'Hm z sv6 z add P.6a• EmD31nee I.- we 1Jr t9la• r +Nv L+r4• 19 ry 1-v4^ Lv4' 4vr S t.sre• 15'b bv3 mn®SMin.O.CI(q'85Aryk OIp9lIFI.tY 3001h R811M 6301m fIDWs Ima'A 6q SOb3 WA >®0s >N lm B'Dlm 1W21m Em O9 BBSre 1A911p5 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METH003 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MUWON CLIPS SHOWN ARE NOT DIMENSIONAL SCALE. FOR EXACT DIMENSIONS, WN ON SH EETS 1-n. S ' � HOLES S SBE HOW SUGGESTED, THE D,APPROXIMATE XIMATE ING HOLE LOCATIONS. AL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE IOGAVONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROULFILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM O90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.65. ALUMINUM SHALL BE W SST5 AND BEA MINIMUM DF.12T THICK STEEL STUDSTO BE AMINIMUM GRADE M AND.044THICK (16 CAUSE). STRUCTURAL STEEL TO BEAT LEAST.I2S THICK ANDASIL ALL ANCHORS INTO METAL SHALL EXTENOAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #106 02 ANCHORS INTO WOOD MAY RESTER, 1" S:S.OR410 S.S. TOOBTAW THE•ANCHOR BE PRODUCT REVISED B3 pmpl Ip MCI fhb Field. e ..... �P. NOA-He. 17-0630.01 F PI.tl.. Date 0512612021 By Mlvm Pro ud Control lm No. 58705 TAHLE1bA MUIR➢n CD oily Table b6M CPONnBWitllb(Wrwrt u sParril9 Spp so It min 1 DOF mJOom)or OTMnNB HDiBht(11rMrimMe*oPotJwoMlaro) 00A IO1N LAN 1401n Now 335'JO PeElAiyl61 lAeew TIyAfaY. ImdnB 1+M6W0F lmdn0 tFov m; Lmd•o PlNdnpOv 1md+1e T,epTAap. Wft fmtlMyly 1Ae6M levpTbg. LmdlN PUETBIY LOWW TdP'TIdn1 t'»are 14eYnPly LaeBO 9epTMp. EmdnD Pe[ImgII, tmfre TIEp I`l loodnU RabNWr Lre6n9 TvilMm4 hero a-^-O.Ir 104dre Tq/51a0 1ma9nv AEruu §; a g $ d ayey s lt ag $ �� re� d� lie d Sg� I s� J d it 111 11 lm0 PA 90A 635 im➢ 70 Imo am MA No tia0 SO tm.0 Bea tm0 SID IT0.0 196 Imo R+ l"A @W in.O OEI 1".O 14m OOA eel DOD +N6 I71D No jutt, I IAo Itoo 41 bN im0 m3 1LOA FH 17•➢ MO IM.O w 1RA Dra 1]bD 0C 1MB 113] into PoI Im.O MS Imo BTL tm.0 417 IRO 850 IH I= DD.o 600 IWZ i5T! DLL0 IN lla3 1613 into m 30sl INN TO ROA YS IM.O IN INA PoI 1]0➢ NO IRO W I"A 1103 1m0 T1] 1100 LMS Imo TA 1G9 IN3 IM.O no tm8 IW lmo no 117.3 103 ImA TY 1028 tal] IR0 ]SS Nln tlo.0 T0I 1]D.0 012 fM.O BY t]Oo 691 1m8 111R into ]51 IM.O 19a IRO Bd I6M1a ISA Im.O BT 1N.3 LID 1ioA 053 YL9] 135) RO➢ fb1 10].1 IY] IRO NI 51La 135] IRO ®1 WF 1MA d3 1M.0 m1 1MA I. too M1 1VA 171R 960 at3 Lei I010 1Ra dl fE09 ON 1W.. O 1i88 IaP lei Od BBA 12f6 f4&1 013 R)] I210 1411 N3 Rt No lei DI] R]F 1MA N0 I700 70 1MA 1119 IM.D fiW 1s08 115a IMA M3 MIA 1150 1P.9 N4 LIRA 1150 111➢ WI 1L.1 1150 1M1 BM 17A 11W 12G.I BN 21 1160 1"2 1]0 05] 110 1. NO ( &1F DOA N1 1m0 l68 1Rl 1d0 186.0 R01 iMD 1dB 11fi.R flY 111.] 1d0 1A1 050 f%b IDM 1•hl 03H Bl.a Id0 IIflO B]B M] IdI mB{ Gtf N.3 Id0 10R3 010 v.1 1d0 IWE Dto H Tip INo RW Ur.B Ma 11TA 6M ..o ]N f0F6 6M 119.R 7i1 oR0 09 1W.B T!3 m2 no W➢ 719 toI . m1 i43 6D.7 Bat M] W3 W] No. MA Nd 44A No Md No not ItB,7 M0 1M.1 IPo 09.6 MO 100.4 070 slidM N.] 56] 74.0 m] N.0 m U.5 MO 70.9 d] NU` no71.] 035 4BB i30 .1.1 1 6a4 1 n.0, MO CA S10 27A TW N.1 6D 70m 110A ]5] Its.6 B31 Ill ]60 MI BN T0.1 iM M.B BM K2 IN M.1 M sto iW mA on M4 750 0.11 603 433 M SBA 691 US Too Y3 YB X. T31 63.6 SBD WN R1 h] 1.4 !OB .1 S00 tl8 a sty 5M HA 103 45.1 BA 4ss 4m 40.1 rAo NA 450 ea i62 N.0' 6B'3 = I52 as ® 33.3 a1s aA Not 31.9 40 aRN 14 4m H.f ul tab 195 61A 43s dJ4 es 4a6 u1 VA 49s Sas Ix1 N. 4u ]e.I ns ass sB9 at• aw aa.1 acD xv: In M.e sw +eA 4Bs 25a ]BD ._h N.] '9B1 410 ]vt MO It SB ]10 m.0 bll N.1 M ffi1 lot V. .7 ZU 391 MB ]t] 10)10).0Ill. 361 ]m ]a8 1V ]20 RO no 3Y1 21J' SM 20A ffi XO ]]0 xs] ]A 21A ]m EB TO $741 96B ]12 169 SM 10.1 m IMN Ra ]1] ate IN 2!] 317 = 1M 21.7 317 =5 2F 19.0 317 198 ]M 10.B Jl7 1)B T)3 iMN 1)A 2A 17A NO TABLE 10. Aoenoru rabl9 6Ybtrale 2A10•Vys yY fJIYJ. He, -mu PEW EMIT PT WYtl yU21EE]0d..Ial6ebmD• 0 •Ab 1M/d"]miBWrddSE4'amW O 5u1'lY]SmASvEeaWlIam-•e 1ANp0'16W1Bre9➢AP fEYe e1 rAnFlNrCIlpPamm. le7//vmMI0FrM.Lqry PIx3etiTYk Elww4zxm.n•a 16e eob4lmaWm162 Omw1HSz5m0OtTa1rImWn ED tm1T0z.C5Dm19 r ➢AN To 5t s0Ifi1HOreo0xAvIa6eWN(I•Mu' s5o11Mre31oRS.N.HIdlbWe°m•Al •b a g."k. l Ile- mEPOAHm¢1Iaaaaael m... n®OfO]...CCC./IIRRMIIhhh5SS4NANBppbbNE 970 INl0' 4IMNt 9oim 3v1Ww01•A•� 6E &Q1•d 9tNWNr M2nmAMAmeIenYOp2®] 130. E. 9121P .7SY1•MMWNNn... 61A Ivwlr6x 1m I m I No. a a FIGURE 1: FIGURE2: FIGURES'. ANGLE CLIP (FIGURES 1.3) MUST BE USED W PARS. TABLENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR W ORMATION ON LOADING. SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWASLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E]6ACTUMENSI0NS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIMMS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROYAMATE HOLE LOCATIONS. 6) SUBSTRATES: CONCRETE SHALL CONFORM TO AG MI SPECIFICATIONS. HOLLCW AND GROUT-FLLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G )0. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 60633TSAND BEAMINIMUM OF.12S THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125-THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND ATLEAST 3 SCREd THREADS BEYOND THE MATERIAL 010 S k12ANCH0RS I WO WOOD MAY BESTEEL 18S SS. OR410 S.S. 3w BAY MIOUON RUMP.=-) -ANCHOR CAP.,,, ARM U IA TO OBTAIN THE "ANCHOR FAUIRED• CORRESPONDINGTO AN :SSUREREQUIRFMENTFORTHE HEN IT IS LOWER THAN THF. MULCH ROM THE TABLE) OF THE SELECTED WILL YIELD A MINUUM ANCHOR RICH MAY BE USED TO QUALIFY ANCHOR OPTIONS FROM THE `j o w � o K W Y 5- ❑ 1➢ 0 U e 1 PRODUCT REVISED ae ccoip yI", with It. Flotlda BUIldInB CCeo. No". 17-0630.01 B1PIratlo➢ OWNGISM612O21 �. No. 58705 XCLC InN Mallon C9 a Tabla s#1a opening NAdtlI (IaleNcay SpervtlN mU iGm) 9r0p.1.2 11e19N mdidm) Spin an In roln WN Win I login lab 110In loom Rsamnylm TilIBw14 R "Imea Revmo LgbW TepMan9. In®SN Pecmnpem Lmdn9 Tho"I"O 6 L.I ReIteopea Laeoln9 nwInN. Loome nedmenlm LmGNO loll" . W. R onr U.4, TODTAmD. O.A. RevlmpAm Loednp ToNrAsv. Imdng RegenpeorLmin9 Lipubg wand, DEG.AL BAYNIULL z• F F mi'i �p J1 � Mfg as ,§ ap a p as E �,h a� �m .5�a"�s f� �� Ao a Izm nvA fill fmo Ass nv.v Ia INA aN n9.o eve 170.e sW 1N.g 9W INA sD 1mv U+e Ooo u1 fmo tao 1rae nl 1m0 uee no.v u+ Im.G Ins N. SH 1m] 1e71 Imo sl wm vo.v ma nog 6a vg.v ssv Imo sm nno am fmo mG 170.0 Hn nG.G WI ne.e I2N nav fin IN.v un 1mv fiW leis +6J1 1N.v 6W I413 1m7 nng u0 ta.e Iasi 1N.g eav W.Wsm +N.O n] Imo sn lmv eW Imo ea nag low +ra.0 h21 INA t+W nao m nG.o 1]w OnG n> 1N.G IWI nng IN +w.+ lssx Im.G 7sa 1Po.1 IWx nG.o ne nG.4 15sz J7oa 7W Ah 17" M7 170.0 612, Iran K6 an BW 1rn0 1110 INA m1 170.0 Iffi Tian BW 1]0.8 HN INA Wi JAGS u!5 lmn ON IM3 IM 170.0 Wl nn9 145 170.0 All erb u8 17aG WI Bob Iran B55 +ran NI IrO.o Im3 +Me rW Ling +x10 +N.O ern 1u.+ +W8 nao ea I]ai um M. We IN,7 IWO Jets BW NAe INA 157.+ Lea 05 1Jm IGOA am no nw hal on Wln IiOd HT 1N.0 NS IIaO 1116 1N.o BW 1829 13U i]0.o Bw 1@b 1247 IPA B83 IN.} 1247 laze Po6 111,0 1N1 1M.] 953 91,0 1Li fNP Wa BIA 1247 135.i W5 T+8 1247 7 BIG $ ewh 1NL0 WI f10.G N9 11n0 11aD INA BW 11a1 1190 1BJ] PoS 13A.9 111J 141.9 DIS 113A +1W Iffie DxB 101D H90 1re4 B14 08.0 11m 118.5 09p i11 HBO 1+0.1 WJ &.e +IW Hp,t f9J c r]In le+A mlo INA B77 IL] +010 1N.O aa. 1154 +Ow +21] 34x lMd 1MO 1117 OM Gno J0in wie tlr me JIM We Wi 02 IMO Wd rO 51A 1MO 01.6 NO a0.5 IOu 07.7 N9 In I37A pm $no N2 H4b Ban =0 TS 08.1 0% 101.1 N1 Me � 90.J 718 re] AN Get no W.7 GA MA '/}8 57A BW 74.7 716 0.1 nip ll3 710 42e HW NO N1 2 ttln I".1 861 1S1.6 r51 1058 M1 Htb TJp 90.E an No T23 RA poll NS 7. 70A 081 B$.a NJ W.e Sat N.1 894 no eel GOA WI 46.1 1111 .5 We ]9.r all 0.7 673 Wln 021 Ga e5.1 5r1 W.B &9 YL1 W 19.1 Bw 6YB 851 81.i ew 5S1 5U w,0 Am W➢ 537 MA Wfi 41.o SN 3A5 Bq6 41. 619 '6.5 W 3A9 511 an 816 GOA 501 p9N pa3 ON 10.1 W0 SBA Ses 50.1 49 40.r See 51A 19+ 420 Sep 4Se 4W ]1H Sm VIA lie &.1 5% 'A.i 4m 28.4 5e4 MA 139 ]1.] ON ]0.0 45x 21.] Spo 20T MI 1Wb 0.9 N9 488 405 39.0 149 412 Me 312 Iw $.1 ]H3 iB.O MB ]Li 301 3fi.fi IW 3p.6 102 33.H M9 'd.t BTr 30.0 H9 Y!.] 9ft1 R.1 Itp 3P4 ]el 15A 4W 189 JW 111m H.1 f]5 AID Je5 Na PX J. ]1B et.5 IE -8 ]n RA 95 29.1 W7 21,5 425 W] W2 221 125 21.A No IHA 435 in.1 S'A 15.0 @5 1A0 Ml JNm N9 ]BI 3b NJ A.1- bl 39.0 >m 14.9 3& x5.8 321 21.8 ]9V Y9 ]17 19A Ou N.S 313 1i.5 . to] aW 141m m2 lU Pa 3U 1a.0 iU 17.1 2]0 AnOM1or Ca ae Tahb Da 9ubeala Y.Tk Cw[mm 3.6X C0rc. N0Ymv CM3 fiXM CMa PT WOW E1r1L Ancllar LOp PaIXema AiNGTYDr ]f1SFJ0o Ymxm VP EkOIINetm ,,mom MBa:m 3'IP Eko WOxon 1N•Ekn NBacm tli'BS Eko AWWab. Lle'Eno UmENo 1/e•Se Eko ApyenapT .10anal G0Rw iG96crew 1128W Ni51 41251ee1 Sam l<5) Eeq Bamme Mz r al![ r ?vr 3-IR' I• x-1ff r a+rz• r avY r nw' a51• o.]2f En..Mz 131• bra• 1311• wr r Yt/r 1-tld' 1-vr t-0N• 61H' I41a• z 1SF 13'a- mlbd 1M0Nrs®YMN. O.L, /(1)LSAry!e LAq/IFC. 1} 3W 0a ]90ka IW IW BW WO INg1b Z/014 AA.. 3%ka 1W IM 9]4b RHIEf WBM .1 be HiINa WON 4 AIFMr®>S'Mirt B.C,I(g2a5Anply Ciglp'y. YS iW hS ]a010a i901d 1fl09a 341M b011a Mae WA 11M Ib rwlM 8&111f tmlllu 093 We BBSIM t1N na OATIM®27"1II O.G/(-0YaSMple CA%/ .]{ 1mOWa H2JNa YSBM ]NB ka Yh44 WA Me. WA ICS01M WA 1]M0e NIA 1a7]Ipa 1]Yi Oa IIRa Le FIGURE 1: F-Im FIGURE2: 17 FIGURES: r7 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLENOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERP01,4TION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS m 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 A01301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE W6S76AND BE A MIN4MUM OF Al THICK STEEL STUDS TO BE MINIMUM GRADE 93 AND A45-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICK AND AN. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. 9108 #12 ANCHORS INTO WOOD MAY BE STEEL, I S.S.OR 410 S.S. =ANCHORCAP.,q FORMULA TO OBTAIN THE 'ANCHOR WHEN IT IS PRODUCT REVISED as complying with the Florida Building Code NOA-NB. 17-0630.01 Na. 587O5 FL 1.000' f 000" xso" r C d [I -{ Low. F- -{ Logo' F'- � � � � .125- .125• g 2.750• 2,75T .126' &126' '1� SAW '^ .12E F .12E .125' 'u 2000' 2000,. 2.116, N 26S = iiU .12E 0rvd .I26' L 376' 375' ,1 .. m° T i O = 1'XTX.12SMULLION 'P Y 2' X.375' MULLION 1'X2.TYX.37CMULUON V X 2.7V X.S5P MULLION 1'X0. 12YX.SMUWON 1.26'%3.iSSX265'MULLpN 1.R6'%2.11'%.1R5'NIUWON y N S083T6 AWM, 809376ALUM. 6063-T6ALUM. 618}TB ALUM. vm6 T6ALUM. 606}TIIALUM. 8063TBAWM. 2 C8 X-SECTTDN XSECmpN %SECTION %SECTION %-SECTION %SECTION XSECTION In 2 1 STANDMDCLIP ].p06• BW}Te gL11M. XSECTbN 1R5` 2.12C "CUP I 606]-T.ATSALUM. %SECTION -"-1 .740' F- .375"--�-a.'[o1 CREATE FCLIP, SEE I MIN. ` MIN. DETAIL F.SHEET4 _J. 338°RAW. A A I LLCLIP ep.S PLUM. TOPVIEN .375' MIN. STANDARD CLIP 61 ALUM. TOFVIEw .S76- IN. IN. 1 I 1 6 II i OFFSETCLIP 0003TBALUM 70PVIEA Z NTEROF ANCHOR LEMUSTLIE THIN THEOASHED BOUNDARY. SEE 6HEETS617FORTHE ANCHORO.C. DISTANCE MANMUM ANCHORHOLE DAMETER: ANCHOR DIAMETER +1116°, TABLE R 'II��{�.125• MANGLECLIP 6063TSALUM. 2 ppp• %SECTION 12F .37S MIN. ♦` -- R%03-IAA CLN 806]-TO ALUM. OPVIEW CENTER BOF OUNDARY. HOLE MUST LIE WRHIN THE DASHED BOUNDARY. SEE SHEET561B FOR THE ANCHORD.C. DISTANCE. DIAMETER -HOR HONE DIAMETER ANCHOR OIFMETER+1f16°. ---- Mull Dimension(sheet TQ PGT Part# Mullion SW. Cep Offsen[lipl III An91e Clip r X2"X.125•(5) 66605 668113M MI118M 666243M 665511M 1" X2' X.375" (6) B660W M114M 6681119M MU44M M512M VX2.7WX.375"(7) 66607 13661ISM 6561120M 6IW45M 666513M VX2.79 X.650'(8) 66608 WHIM 6MI121M 666246M E66514M 1"X3.125" X.500'(9) SS637M 6661116M 6661114M 666242M 6 0515M 1.25"X3.18B'X.265'(72) 66641M 6661117M 6661113M 666241M 668516M 1.20'X2.11"X.12W(18) 69370 WA NIA WA 668517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET: 2) SEE SHEETS SS, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dlmenson value (In) For Mulllon: A 1.82E VXT X.125' Aluminum Tube Mullion B 2.861 C 0 0.69E 0.740 A 1.12E 1' X2' X.375' Aluminum- Tube Mulfion 8 2404 C CI D S49D A 1.875 f X275" X .375AIumI TUbe Morgue B .0 3.000 0757 D its A 1.312 VX2.75'X ,650' Aluminum Tube MMIIoR B 3.000 C 0.476 D 01 A 2.000 P X3.125' X .500' Alan Tlbe Mug B 2.637 C OEW D 1.137 A 2628 1.26-X3.188° X.265" Alum gybe Mull e 3.282 C 0.862 D 1.762 A 1.813 T2W X2.1V .121'Alum Tube Mull PRODUCT REVISED as pl wI1N the Florida S,I410B NCIa e 17-0630.01 E.0-tiaa Data 052612021 FL No.56705 —1 1.0ow I—' "I tow t— 1'%4•%.12V i 11 I MULLION MULLION BOBYTB ALUM. 6 m6T6 M UM. %SECTION XSECTION 12SX126"X.100' 12SXa2sXM4' MUWON MMUON 000.5-TSAWM. EODST5=14. X-SECTION XSECRON PX4'XAIV T'-MULUON a(M-MIALUM. XSECTION 1250' 39 0' uk: -•i R20' F- 1.25'X"VXM2 MMUON MM'" A1UM. X-SECTION B 740 In qF .125' STANDARDCLN I 2.000• 6N}T6MUM Z".LEE- 2.121�XSECTIM! L�LN B X-SECALDM. ECTION .725' I (M-TO ALUM L i,{ U T z �§ 25'J ZO W CEMER OFANCHOR FWIE MU3TLIEWRIIIN THE J N ILISHEG BOR QQ OI. SEE SHEET51O MANCHHE PNCHOR O.C. OIiANCE. AIA1(ONMANCHOR w m KY XOLEOWMETER:ANCHOR OMMETERe tne'. W m o0 6600' 6.000' �{ .W5" p at2s CIITHEREro .375' II— .3IN. �1 CREATEFCLIP,4 MIN. z ZZ MM. DETAd F.SXEET4 E 1R wIT z Z @ Q i _______ i a75' ANCHOR HOLE I i ��u• OS !0 I 1 I I I I I I I I} I 1 F 1 I I I I 1 F I I I I I I I I I I I I I I 1 I I I E STANDMI)CLIP VALiP . :ROFANCHORHOLEMUSTLIE BOB3.TB AWM. BOB1TIIALUM. V THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW ' IMIIMATRFMMORDL_ TAR] Fn .376" MIN. . a2IONM.i 3'BAYMLMON 6R)A %-SECT XCIONfi0-TEMUM 28J i-.SBt NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1% 11. 1315. 19320 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. .3TW ' - I I I I I I I I I 1 I I H j I I I I G OFFSET CLIP �TOALUM TOpVB W DISTANCE MAXIMUM ANCHOR HOLE DMMETER: ANCHOR D1MIETER • lnW. TARI F V. CnNT Dlmenolon Voluo On) Fm Muhl n:1 Olmenalon on) Far Mulllon: F G 1.000 1 TX .129' AlwnieMm F G 126'X3.25' II.82A' NanNumTube MullbnF H Z6W H 1181 ,"X4'% .3/s A1u16. TILBBT F125'X104•0.751 G%.624'H ANn6NmI 111 eM.IF 145-D. 2AW a600 H 1 2.250 1.25'X3F XAM' AMurum Th. MuIM F 3MBa Mul0 H 6..750 1.SOD F 45-De Mull 1 3.250 TARI F n 2XSANGLECLIP BOBbTBMUM TOPVIEW PRODUCT REVISED ae complYlnB wIN No FIRHMa moB Oendd NOA-No. 17.0630.01 E.phaDon Dale O5/26/2021 Mull DM1 endon (aheelp) POTPDHp Mu111on sw. WIP ofst011p 11:11' M01e oil, PXOX.IW00) 03M 868111M M112@M 60241M 569510M YXPX.BIY(10 WHO 008112M M1121M fi6I SSW19M P%T X.37r T 01) am WSHM 0801123M WRQM EmIGM 1.25'X3.26 XA0TR3) 1.25'X32S%.13M'(14) M180f20.H2 MV11 o315 N%HVM 6661120M 601124M 6601125M 6682410M ENZHIM 6E65115M 0661110M 1.26'X1B4'X.82C(16) 20162 M1117M 6MI128M 6SU41M 6005RM M I)NMOHO) am WA WA WA BBIM110M 450e.M) 600W WA WA WA 6651111M 41111111111// � 0%41.....N,y��! o � ..... ' ` N. 58705 w _.O .,n 9 �pQ •.• ST TE 0 / •, m AhS�ONAL E?t. a A LYNN MILLER, P.E. u° FL P.54 58705 TABLE HE MNII DtmenelAn PET Pen# f £ ®T a y (sgeaL� Mullion Std. Clip O.CIip 'An81a Clip 2000' .12 66602 662616BTIM612M USS04 6662M 666272M 6685113M STNARD CIP XSUC:C'LTIPION 7I y� r.125. 2"ANGIECUPYY XX64XXY586Di1T6ALUM e0iT6ALUN.601)MmUN. 2125 NOTES: X-SWmN I .2SEN $i N .12W 1 .12r N dM 8U F t)HOLESTO NAL RES OTIED INS GIVENOR ASS NO a `mwc W DIMENSIONAL RESTRICTIONS GIVEN ONTHIS SHEET. 2 2) SEE SHEETS 10-17 FOR SUGGEST ,APPROXNULTE G—teDD•--lT o = HOLELOCATIONS. 1.♦SP �' —1 0 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. s.Egm .... N )-20V0'-1 3TS MIN. .375 MR g HERETO I E _SEE DE]M ,,U4 _ MIN. I I I I 3.QW I I 1 I I I I I I I 1 STANOARD CLP CEMEROFANCHOR HOLE MUSTUE IWG1UALUN WITHIN THE DASHED BOUNDARY. SEE TOPNEYI SHEETS I0.17 FOR THE ANC 0110 C. DISTANCE MAi MUMANCHOR HOLE . DIAM1IETEP: ANCHOPOWAEIER°1I16', I rxE'xa i MUWON I 60B1T6AWM. I I I I STANDARDCUIP B0WRL TOPM TOPMEW .375 MR 4468- s.a q .375' UCIN 606ST6ALUM. USED F00. 2' x e' MGILIGN SHEEP 9 TGwl6w 2CSANGLECIP 606iT m. TOFVIEW N LIyUU Ow o g� vO sO PRMNI REVISED pI&T WHH INe Fond. Building DPEn NOA-Na. 77•D630.07 Expirs6on Bag In 26/2021 By. mi.. / P cl Conac A. LVNN MICC<R. P.E. FL P.E.#58705 pJO E%AMPIE t SINGLE VEBiiCAL MULLION IT NDµDIC_0.5_W XEID T2' MI I LENGTH �-SEE fMESIMTIM T. 9ETNLB, P0.000CI5 SHEES Awawu� 4 /241 L 6� DIA SHEETS �- za NO/NPIORSMMI.LCIY SILL WF^LMLLWIDIH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 13 2-11 ME OPENING REQUIRES A DESIGN PRESSURE OF 1W.W40.0 PSF. INITIALLY ASSUMING THAT V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS ]Y AND TIE OPENING WIDTH IS 32•+32N"•65'. REFERENCING SHEET 25. ME COLUMN USING 1) RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TPBIES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF MAI' AND WILL MEET OR EXCEED THE REQUIRED BAR DESIGN PRESSURE OF+80.0A&0.0 PST. IF WE TABLE DOES NOT SHOWEHE ENACT SRP, USETHE NEXT LARGER SDE AVAILABLE U S FROM TABLE 3A, SHEET 7, THE 1' X27S X B]5• MULLION (LENGTH =EY, OPENING WIDTH =TO -)MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+}58B PSF AND WOULD NOT SE SUITABLE FOR THIS APPLICATION aX °- FROM TABLE 4A, SHEET S.TE I-X 2.75•X XW MULLION (LENGTH • 72, OPENING WIDTH -701 HAS A DESIGN PRESSURE OF+1-7E.1 PSF WHICH EXCEEDS WE REWIREMENTS FOR WE H OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF MO USE. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR OUAWITY AND CLIP TYPE REQUIREDFORTHEWOODBUSSTRATE.BOTHTHE STANDAROCUPWTTH(4)IL12ANCHORSANDTHE2%S #5 hN� U ANGLE CLIPS WITH(4)F12 ANCHORS HAVEA CAPACITY OF 885 LOS. THOUGH EITHER ONE COULD BE USED, TIE STANDARDCUP IS EASIER TO INSTALL Z 3) VERIFYWE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATIONFROOUCTS, W1l1 APPLYTOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRESTHATTHE BOTH THE MUWONANDTW FENESTRATION PRODUCFBE INSTALLED INACCORDANCEWTH TIE j INSTALLATION SPECIFICATIONS INFO RESPECTIVE SUBSTRATES ANDFENEGTRATON PRODUCTSTO MULLION Rb INTHISEXAMPLE,TEDESIv Pn$SUREREQUIMOWAS+/{.OPSF.THEOVER WLUONSYSTEMWASOEIER MOTOBE22TPSFWRHPNA ORCPPACRYOFB38LBS.ALTERNATNIIY, W as THE ANCHOR CAPACITYADJUSTMENT FORMULACOULD HAVE BEEN USEDTOLAI.DULATE THEANCHOR CAPACITY REQUIRED FORTH.E% DESIGN PRESSURE OF W PSF: m K iW PSF)%/636 LSS )e524.BLBS (MAYBEUSEDTOOUALIFY#10STU SCREWSFROMTABLE4B) 1 ]2.1 PBF _ ` THE BUILDING SVBSWATEISKNOWNTOBE CM ONTHEJAMBSANDUSESACONCR_REHE MANOSILL EWINDOWFMM-DEPTH LS 23�B'.TIIE OPiIllNG REQNRESA � 7 � '^a UESIGNPRESSUREOF+SO.OISSOPSF. d G ^ n FOR THE VERTICAL MULLION: Q p1 pH 1)INRW.LY/ UMINGTHATAI'WIOEMULLIONISSUITABLE,THEMUI.UONLEHGT M3T+2Y41=IWA4OTIEOPEMNGWIDTHISW+S l',Y.REFERFNCINGSHEET25. 6 z m THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMULVONWATISAT IEASIMEWiNDOWFWJ.E DEPTH OF238-AND WILL MEETOR EXCEEDTM REQUIRED DESIGN PRESSURE OF+50V-55.0 POP. IF THE TABLE DOES NOT SHOWTHE EXACT SRE, USETHE NEXTLARGER SQEAVAILABLE. EXAMPLE2MULTIPLE MULLIONS w Q. sEECETNLA FROM TABLE M. ET7. THE 1'%2.75-X.37IT MUWON(IENOTH- 108'. OPENING WIDTH =SOU MEETS THE DEPTH REQUIRED, HOYRVERTHE DESIGN PRESSURE IS 5.1 PSF GO AMLLn90M 91EET52.1 'AND WOULD NOTE. 6URASLEFORTHISAPPUCATION. ¢ FROM TABLE I2A, SHEET ICI, THE 2• X V X.HT MULLION (LENGTH=10S", OPENINGWDTHn801 HAS A DESIGN PRESSURE OF+F54.T PSF WHICH EXCEEDS THE REQUIREMENTS O O LL Z N N FORME OPENING AND MAY BE USED IN THIS APPLICATION. N0TE THEANCHOR CAPACITY REQUIRED OF 971 LOS. iPE Of 3Y SFc DETAss. BECAUSE MIS NO'NKNOWN THATTFE MULLION WILL ADD Y TO TIE WIDTH OFTHE MULLED UNIT,THEADJUSTED OPENING WIDTH IS 36'+3&'.2 W, NOT i3"0.5PFSmCUSLY ,p -+,91 P.iFlESmATIG1 SHEETS HATTIE DESIGN PRESSURE IB STLLAPPLICABLEFORTEAOJUSIEDOPENING.ALTERNATNELY. THE WM190WWIOTH3 MAYBE RE0UCED iO MNNTAIN PRODUCT REVISED AFFFW19 THE 73-DIMNSION MPRW xa �- THE ]3'OIMENSION (3l1?+3S1R'IY=T3'). Plyyingg with the Flwitla BYIMinS Cotlu , 2)USE TABLE 120 TO FIND THEANCHOR TYPE, ANCHOR QUANTINAND GJPTYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED NOA-No. 17.0630.01 CONCRETE HEACERAND SILLARE WME. IF THE MULLION WP WERE TO BE CENTERED WITHIN THE V. CANE MUST BETAKENTO MAINTAINTHE FASTENERS EDGE DISTANCE WRI y' uuaN -` - USING THE STANDARD CLIP WITH (6)MV ULTRAWN ANCHORSATANFDGE DISTANCE0F 2-19'GIVES ANANCHOR CAPACITY OF I050 LOS WHICH E GREATER AND E*Pimllon Date O512612021 LENGTH `YE THEREFORE SUITABLE, FOR THE REQUIREOANCHOR CAPACITY OF IM LOS. GSEE ..LE DPENIND GEClS xX SM_Ef3 FOR THE HOR120NTALMOILIONS: MiOm o ro uO o NFX.MT BECAUSE TIE VERTICAL MULLWILL BE A2'X4'X.250•MULLION. IN THIS EXAMPLE M WILLMATCH THE HORIZONTALAND VERTIGLLMUWONS. W.TERNATIVELY,ANOTHER uu� HGR"¢MU110NTYPE000LO BECHOSEN. NLLq U)ED. IB3V ANDUT16, THE OPENING CING THE COLUMNUSINGTRAPEZOIDALRRIANGUI-AFt LOADING 0 12V)H5, FROM TALENGTI REOF+!-0TO.O PSF WHICH EXCEEOSTHE X4-X.HEIGHT ION(9 LENGTH WHICH USED. THE 2"X YX.25E = 4Y,OPENNOHEICHT=120'SHAEQUIRE p INWON(®LENGTH O 6M LO REQUIREAEJTSFOftTHEOPENING AMID MAY BE USED IN THIS PPPLICATDN. NOTE TNEANCHIXi GAPACRYREgUIRED OF 821 LOS. QUIRMIATSFOR HEOPENIN SE D EIURTO TYPE, ANCHOR ND FORMAITAINTH SUBSTRATE. ASINGTHE EQUIREDBETAKEN THERE ti X5ANGLMBBARE9• EDGE DISTANCE, CARE USTBETYPE HEETS, WDSE E.IFM H SHEETS WIDE. IF H BETAKENTOMAI CLIP TO BE WRS, TO CWONCLIPWERETOB CENTERED SANMMORT 3J LH MOOWITHIN-0 SMICEFASTENER'SEOGEDRUOEUSIN BLF-FOSANGLEQUIRM AT AN EDGE DISTANCE OFP GIVES AN ANLMOR LAPACRY OF 510 LBS WHICH IS OREgTER,ANOTIEflEFORE SUITABLE,FORTME REQUIREQ NIIIII ANCHORCAPACONANCHOLE ANCHOfl CAPACT'OF 521 U5S A.aQNy LYNJy�A SS•.xowz �y� 4)FORTHEMLJPINTEHORROWR MULLIONTOVERTICALMULLION,USETHESAMEANCDORCAPACITYOF521LB5.TABLEIMF0RTHEUCLIPWOWSTIEANCH0R �'% F L MUCENy'•.,(/- �SF.NQR¢ r.NLL IEAMTN MVLLIENOM CAPACITY IS 1074 LES WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE. FORMS REQUIRED ANCHOR CAPACITYREQUIREMENTOF 521 LW.THE DENING MOTH FORY91RfAL MULL ANCHORTYPEISA#12SWIS-SCREW, N. Sams az*: *_ FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: -aL� .1- 1.7 PSF FROM ME VERTICAL MUW`ON; ,^. 11470O PSF FROM THEW HORIZONTAL MULLION ATTACHINOTO CMU:F�,A�� PFROM THE 3V HORIZDNTAJ- MULUON ATTACHING TOY ( DESIGN PRESSURE 1.7 PEP AND WOULD APPLSF THE LOWESTIS 1. TO ALI- TH OF EMULLIONS,- i��s•;R4ORI0N," /'''`As�A�NAL EN�`�T` VERIFY THEOESION PRESSURE OF THE FENESTRATION PROOUCfS USED WITH THIS MULLION SYSTEM.TI'e LOWER DESIGN PRESSURE. OF MULLIONSORFENESTRATON PRODUCTS,WILLAPPLYTOWE OWRALLASSEMBLY.FINALDESIGN PRESSURE REOUIRESTHATTHEBOTITHEMULLIONANDTHEFENESIRATONPRODUCTSEINS?ALLED IN ("c i ALS'{'N114AL�ETR,PE. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INFO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 -pw + EXAMPLES OF RECTANGULAR LOADING: I I PIN F %� � gF,F 1- I II % LOADING OFVERTICAL MULLION LOADINOOFVERTICALMLIWON SILLOFWINOOWSNOTANCHOREO WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAVIRIANGUTAR LOADING: IN II 110 �WA0S- ol LOADING OFVERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 I PW PW 1 I LOADING OF (2)HOR6ONTAL MULLIONS I P Ox Imp, J C I I I PW PW I 1 1 I 1 I I I I I 1 I 1 I Wo -A I LOAOING DOOR IS NOT JU0N LOADING CTINGH RIZONULLION MU i PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHOftEO WITH INTEREECTING HOR¢ONTALMULLIONS j I I ir , Is Om CC I�Err L_ s Iv��v// V1 I � _J IIp� I I IIII,I �III'� _III i LOADING OFVERTICAL IAULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BI Mla Pmdu[L Cant NNLLIDN NOTES: 1) DRAWINGS ARE RERESENTATICNS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY SE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PIN05 DETERMINED, USE RECTANGULARLOAOING. :tea; L. 3F •••. (� `ytQQ�'' 3) SEE PRODUCTS' APPROVPL FOR No. SR]05� = ACTUALANCHORLOCATIONS. i Off'. TA: '�'LS/ONgqLENGP` LOADING OF HORIZONTAL A.LLhNIMILLLEk, P.E. N MULLION FL P.E.N 58]E5