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Home My WebLink AboutNOASCANNED BY St. Lucie County MIMI®��e MIAMI-DADE 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 product or material fails to meet the requirements of the applicable building code. This product is approve escn a in, d 1 s been design ly with the Florida Building Code, including gh Veloci urricane Zone. DESCRIPTIO :Series "SH7600A" Aluminum Single Hung Window — N. APPROVAL DO No. 7600NOA-1 mum Single Hung Install (AII)", sheets 1 through 12 of 12, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the ouna Product Control Approval stamp with the Notice of Acceptance number and proval date by the iami-Dade County Product Control Section. MISSILE IMPACT TING: None LABELING: Each unit all bear a anent 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-I 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 Expiration Date: August 23, 2023 ell I18 Approval Date: August 23, 2018 I Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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 61h 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 a zz, P.E. Product Cont 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 6" 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 Pee P.E. Product Control x iner 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 WINO -BORNE DEBRIS REGIONS.. 3) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY MNMI-GADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WTDI MIN. KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1.1 Q' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1 W THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 71 DESIGN PRESSURES: "I A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM Rr. mAX. E130D. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E130D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W NOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3150%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF WE 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) REFEREfNCES: TEST REPORTS FTL 104935.1 & 184835.2; EWO ULTRACON NON ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. I wF AuPF A�F�45H CONFIGURATIONS AND BHAPES WIDTH WIDTH f'^ r{ WIDTH �— � i 0 S2 T %/ I, x � IN x x �/ T 1 RECTANGULAR WITH EOWL SASH 1 i RAO S-TOP W PROVIEW SASH 1 �� RECTANGULAR WITH CUSTOM BASH ALL SHAPES WITH ALL SASH CONFIGURATIONSARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES ANDANCHORAGE FORTHAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWINGSHEETS. MAX V-314" BUCK) MAX. EE__ O.0 r 531E"MAX_TIPTOTIP WIDTH Mm. CK) .,SEE T SHEET 10 C. SEE SHEET 10 17-3116- MAX. DO MAX TIP 134/18"MA%. O.C. TOO TIP SIGH 13 5116' MAX. - f 5" Ax r-� O.C. O.L. DESIGN PRESSURE RATING I IMPACTRATING VARIES PER GLASS TYPE, NOT RATED FOR SEE SHEETS 2.5 IMPACT RESISTANCE +{I 52-116' MAX. BUCK WIDTH I --I 1- - 5"MAX.O.C, r 411/16'MAX. 0 X IIIHIJI MAX. BUCK HEIGIG HT ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION Glass Description (Listed from Exterior to Interior) DIP e 7l Table 1 1I8"Annealetl 2 3li6" IG: 1/8" Annealetl Cap, Airspace, 1/8" Annealed 3 3 16" Annealed 3 13116" IG: 3116'Annealed Cap, Airspace, 3116" Annealed 4 5 1/8" Tempered 5 6 13/16' IG: 1/8" Tempered Cap, Airspace, 118" Tempered 5 7 3/16" Tempered 5 B 13/16' IG: 3116" Tempered Cap, Airspace, 3/16" Tempered 5 GENERAL NOTES................. ............................ .... 1 ELEVATIONS ............ ......... t DESIGN PRESSURES I GLAZING DETAILG.:._.. 2-5 ANCHOR QUANTITIES ........................................ 6-7 INSTALLATION, FLANGE ...................................... B INSTALLATION, EQUAL LEG.................................9 INSTALLATION, INTEGRAL FIN .............. - 10 EXTRUSION PROFILES 11 ASSEMBLY & PARTS LIST ... ........... .................... .. 12 CODES I STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBCL STH EDITION �ASTM E1300-D9 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADMR015 .AISI S100.12 •AISC 33MO 1) DETERMINE THE SITE SPECIFIC, W NOOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCE 7.. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOURWNDOWS DESIGN PRESSURE FROMTABLES 2.5, R MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED INSTEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & T. 5) INSTALL AS PER SHEET B FOR FLANGE INSTALLATION, SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES ( FLANGE, INTEGRAL FIN OR EQUAL LEGMOX) m W S > o N as ❑m $ O m @ o W atop K ¢' ITN z m JO Q J O i y ' Z O ZLL10 m� .. U 0 e ? IN op Im. ILI a wu ¢ .ON p > < N O Z Z O H Cl Z i Q W J LL O ® v, J � O W l 4S Z N O 6 LLO 0 z Z J Q Q Cc z K z O W m BoU m SmB RenDPBm b GDOn Raga SmO Rx9m Rm Design Pressure (IbsR14) TOT Glass Type 1 UP 2B" 33" 1• 41' 43' 4Y' 53.1/e" 21" EQWY{Da 12.d3C +80.0 -I..0 +WO ASOO 1 +80.0 -1300 ISOU -IWO +BID .127.1 +BOA -113.8 1 IUD -103.1 +60.0 -93.8 E,W ib 15,W +80.0 -s.0 +80.0 -1000 1 4800 INO +300 A5.5 +WO -89,1 +60.0 AC2 +80.0 dl1 N4.1 -74.1 31' SIaWaBP.M 1299a-15m3 +80.0 -IWO +83.0 -127.0 +600 e0B +TSO -.. +m.] ..1 +00] �.] +5i.3 5].2 +555 43.5 S..I 12r''I2D23 +e0.0 -IWO +No -1240 +UUO d4A +Y10 -73.8 +W2 m.2 +57.2 9.2 +524 -524 NB.1 49.1 E"A. 1B.fi52 +NO .1W.0 +WO dN0 +N.O E4.D r718 -718 +N2 -N.2 +93 STS +53.4 d14 r49t 19.1 S1 wPl m 15.N4-19,651 +NO -IWO +860 .110.0 +ND 808 +T0.3 -703 +602 E'12 4522 522 +46.0 i9.8 w1.0 d1.0 3}YY CmIvn STfi 15.191 -15813 +60.0 -1D0 +NO IWO q82 -]B.2 +64] e T +N,9 -59.3 +51.7 S1.T +452 +.0.2 +Gp.p dO.D Outom SLID 14.131 .15130 +N.p -1340 +N0 ASS rTi.t -Ti.1 +WA 8]A +56.8 AULD +51.5 $1.5 N6.1 e61 +399 J98 SM t 124G- 41M rND 4180 IWO A53 N54 d5A IBLI N.1 +SUS S +51.3 11+3 wO1 -0B1 w00 NIO E00W4a 22W 'ASO -1W0 IWO -110.0 IWO $06 +]0.3 -]03 +W2 Z.2 +522 42.2 w66 d66 NI.O if.0 Omtan S'ue A131-22983 +ND 424.0 +NO AI5 +T2.1 -Ti.1 +6T.4 VA +WS 5 k +51.5 d1.5 Ne.l J&t +389 J9.9 41asaN Fm_ TO MN IW +800 -116.0 IWO 552 +714 -TS4 +66.1 �.1 4565 -N.5 +51$ df3 N61 dB.I 1110 -000 64' CUD. She 16.131-16.SM IWO -102.0 IWO ADZ +880 ASS IRA ADA +65.7 -SST +N.4 $0.4 N53 159 N00 AS Nolan Sl2e 15.131-18,1N +N.O AO0 +NO $1.9 +6A1 d61 +me Aa.0 +64.6 -54.6 r497 d9] INS 44B 439E J98 NSbn Sna 14a91.15.1W +80.0 95.5 +794 aa4 +664 A64 4592 59.2 r616 53.6 +48.7 1$8.] W3 .3 +397 J9T 3W.1 +2da-l4vp IWO A9.4 +140 -]40 N2e $2I - 513 +51+1 d11 446.7 J6.] Nv 1127 +39e d8.6 E"4ft '34.W +WO -090.0 +00.0 -1.0 +102 -06.2 +N.T E8] +593 .N.3 +51.7 -51.] +02 115,2 N00 -40.0 Cueion 912a 221N-M.B89 w00 -112A rB60 92.0 +T96 43.5 +848 414.E 5T.9 .570 151.0 b10 NBp 40,0 N00 A0.0 StTa Pm M1J"' IW +WO LUDO +60.0 d5.0 +BB.B J9.8 45ZI 824 +557 {5] +NA A04 +45.3 d53 +40.0 -00.0 LY Nolan Ste 18.131-20.iW +WO 45.5 +)9,4 de.4 +684 .4 +592 59.2 +53.8 53.0 +40.7 -IB7 +M.3 IN r39i J6] F NSmm SID. 18131.111N +N.O d94 N46 -74.6 A2.1 52.1 +`A.3 Y.3. +51.1 411 +45.7 -007 N2T 42.7 +38A ASS E Cus. 6120 14,131.1OASO 4N.0 24S +fi95 $95 +542 593 +511 5],) +4B.a IOS +N.0 -04.B 1.1 4CS ISIS AD.0 F SwUUt 11.-14A30 +N.O eLB +W.O J4.D .%A � 4 +51A $1.0 + O dfl5 N23 -0'!.3 +WA 49A IWO $1O EptlUie 25.TIT IWO -124.0 +N.O -995 +Pd -TTI .61. 87.1 IN 4513 525 +48.1 ISLA ISO JBB Nyla0 S120 24131.2KnO +N0 -1120 +SDO �M N15 -755 M40 44.0 +FS STD ;51.a dI. Nfi0 -480 +390 J98 51Otla6PNMeAW-N 1W +NO A0.0 IWO Bl.e IDU" S9.t 4fLL0 80.8 .%A -A.0 +49T d9T N4.8 MS q9H 89.8 506i CIOIan Ske 19131-N.543 4N.0 928 +T2A -P.0 K4.1 84.1 +A-T 1 -51.7 +523 1 523 +47.7 AT.i W8 -0J8 +38.2 4).2 CUD. Ske ISID, - IS 1, +WO A4.0 +695 d9.5 1 +592 -592 +51T I 517 IM8 1 L 8 Wa IUIS N09 d O IWO J76 $MARL 11069'-1B.130 +WO 8D.8 +B1) 41.7 +35.1 AS.1 +d96 N9.B +455 -IS5 w1] 41.3 4300 1. +351 JS.t Eg Ule WON +Np ASS +T94 48A +NA AS +59.2 492 +53.6 516 448.7 i6T 444.3 d4A +39.7 4397 CuyW11 StB 26.13I.31,863 IWO 248 +696 $B.5 +S.S -5B.2 +UST AS +'D8 <a6 +M.B IN ND9 IS' +A.6 4]6 e10Mam P.25.TN-R.IN IWO -0 +61.T 41.T +Sit SS.I 4498 A9.6 +a55 +SS +41.9 -01.3 431E JUS +151 -35.1 SMnnl 25MB'-25.T83 +N.O ASS +61.7 51.i +55.1 :5.1 ND8 490 +a5.5 <5.8 +Or It 3 +388 J68 -35+1 J5.1 EDDU4. 34.W IWO .5 N2.2 -T22 +900 AS r55,0 d5A I. i9B +45.8 4SB NV 417 +341 eSt N' Cuelpm S128 33.131. M.W +800 $Dl +N.T iDD7 ISIS ST.B +52,1 ..1 N7.6 <],B w3.3 d15 .4 f0.1 +m.8 3B8 M StRI 31.04B'-53.1 N +O UOB 4B1.T 41.] +USI 55,1 N98 4"S +d5.6 45.5 + 41.3 11.3 4]6.6 -38.0 +35.1 d51 E1u014110 US. IWO E3,I +DS7 d6.7 +171. . U 452.1 ALI +4I.8 47.6 +43.5 43.5 +40.1 40.1 +38B 30.0 A" CUM. Ske NADI-WB83 INO 451.9 +94.0 ANO .4 S34 4510 A'' +W.B -- +423 -023 +39A -3B4 +36.0 400 SM t Wo4l'-W13 +N.O AUS +61.7 41.7 +%1 d5.1 INS 498 445.5 -05.5 +41,3 d1.9 +386 4S6' +M.1 551 >e• ]a'6y1 38454• +N.O 20.8 +81.i 81.T 4551 351 wB.B <B.B 4455 -0SS +41.3 <1? +388 J8B +]S1 -35.1 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: 13P TO TIP HEIGHT -3].536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -X535 MINIMUM SASH HEIGHT FOR FLANGED. RADIUS TOP W WOOW$ IS: TP TO TIP HEGHT-3T.951 MINIMUM GASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-36.951 k 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS,SUBTRACT V FROMTHETIPTOTIP DIMENSION INTHETABIETO DETERMINETHEWINDOINWE. 2) FORSRES NOTSHOWN, ROUND UP TO THE NEXTAVAIIABLE 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 165 PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED. GLASS TYPE 1 W y Ko ❑ O Zi Do "aa ale0 OJ o¢ O LL O Do Z S Z NUS S R W 0 e' _ Z ' g +0 DID Lul a� J J0y J BN-0 1`>O Sa 0 Z m � 4/1 Z W Z v O N ® m J o O Z W S Q O W Q Z m � O j d N Q ❑ aq9 'cyan s>n5 II131 11// 'I;.c...... * , No. 58T05 ' 9 1) GLASS'7I IN16"N M. AIRSPACE 110'ANNEALEDGLASS 31 T4 5®OR B t2'NOM. EXTERIOR GLASS SITE a O-T3 ®5 OR 5B GLASS TYPE 2 6"ANNEALED G S 30 26 2"NOM. GLASS BITE EXTERIOR T4 34 GLASS TYPE 3 THE WINDOW SIZE. •MINIMUM MINIMUM MINIMUM MINIMUM TIP TO TIP 2) FOR SIZES 3) FOR RADIUS 4) WINDOWS SASH HEIGHT SASH HEIGHT SASH HEIGHT SASH HEIGHT DIMENSIONS NOT SHOWN, TOP WINDOWS. WITH THE LOW FOR FLANGED FOR INTEGRAL FOR FLANGED FOR INTEGRAL SHOWN. FOR INTEGRAL ROUND UP TO FINE THE SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NE%T SMALLEST ARE LIMITED IS: TIP EQUAL TOP WINDOWS EQUAL FIN AND AVAILABLE WINDOW TO TIP LEG WINDOWS LEG, EQUAL SIZE TO A MAXIMUM HEIGHT IS: TIP RADIUS -LEG SM. IN THE .49 391 IS: BUCK TO TIP TOP WINDOWS WINDOWS, TABLE POSITIVE HEIGHT HEIGHT SUBTRACT ABOVE DESIGN -46 -49.ON IS: BUCK WHICH PRESSURE 391 HEIGHT 1' FROM THE -4B THE RADIUS OF+85 806 TIP TO TOP PSF. NEGATIVE TIP DIMENSION WINDGW WILL COMPLETELY DESIGN IN THE PRESSURES TABLE FIT TO DETERMINE WITHIN. ARE UNAFFECTED. TABLE J: Bottom Si scan w9n1 Deei R Pressure (IbsRtx) (D) Glass mYn w o ^aN ❑ 0 n N aluO 0 � Q Z Om � CEN *.; N0. 55TO5 Try N TIp HdpM � �5� 33 y�Q3Q3y33 33F 4 g3g�C P[3�, gz�n y@g5 y. 3 p g� 5 g5� Y fi4 Ss �. 3��3qq�y3i��3Y��'3�]��333r]NA"3CW33O+��3FQtl�3�3NN�&3NN m 2 'F'R'�. 6i u� '- n F G F F� m 6 '- � F� F � w555 G F F £.m '- F Tmi F F 6� F 3NN F g E• � z, � O a i CT g�P Iy'i�� N'n �P Aii p�i a'nm'N � 1� pN ,'a mg N ^NNmi ?V � N p E-• j.� 8� N aE `000$��eoeoeomowo�eaNSoSB$aoa0000�esaoo6�e$66a$000 w e w o o e e o 0 o v o o e o o e o� o Y 5 5 5 0 o x e °o °o o o N °o ' o e o P. o e� o e' e o o 'o °e ' o�$ o 0 0& BO o °o e o' o� o o G So o a Sw a' e o o e v e e o 0 0 o a o e e o e O O O N 0 o O o o O e a �o N v o �o �O �a �o a e �O a �o �a 0 0' o o o o' o 0 0' e e O c' O o o o o O w p v o o o O o U�rp=��..M�000000��ii�5o'e000��000o#�5oe�oo#£�oPSy O _ eoo�s°oeaovo�00000�=ooeoo��oo$�0000eoao�os�oo�e�oo m . e e o' a e. e`90 oo'�p'b8i9o'mN000so#oo��K��i;0000ed��e#se00000e� a cg .�' a' e o a" e o� o w� e e m o o a+� m w o o v o o a o 0 0� o 0 0 0 �o 0 o e o 0 o N v o o� u u u� u' - u- in o' o a00 ob o0 o y 0$ o N v p o �e v u O 0 .6. e e 0 e c 0 0 0 0 0 0� O O o e b b b o 0 0 o c D O b c o o a o b c c c e O N$ $o w 0 0 0$� o�$ o � o o$ e e' m e o o� o ��$u:��p m3m eoog0000ssseooessasooseeOaeeso .bbAm �$$� e6m6Y0e N. �009 ;i33 ypyA 2222 O yNo CCCC C OM-� didyy��vi ySy -u N20 N�a dl -�aZf2l1 no 0 TMt. TT enon O DYN �-=144 NN�$O AA99 020? ym 2m y cmNo O SyAOO 2 mo_ m goyo o>� cac o OdCe �Ima a EGm Soo Nm�fa FNa i NOm s Nam G s O 99Culb m o zm�e S m jd N'2 as S �mm i y x8u m ' mAm a n O$ �'m m T9 9 m 2* O yO 9 C� O_ OS ; Zn o 2; z_ z H m ymyK F m O �2 m 0 0 f O a p 9 n L) m 5 y N m m+ m A O tsire O� m ND? z �n O �l n3 O J1 ``T�p gnu qrT� 1070 TECHNOLOGY DRIVE t yy�pNd �F N. VENICE. FL 34275 �..'.."T,yo (941)480-1600 COPTRIGHO GHTS RESERY WES,ING g 0 ; _ CERTAFAUTH. i39298 qLL W OHTS RESEPYEO m'.;os ALUMINUM SINGLE HUNG INSTALL. (NI) $ 04/01/18 DP TABLE em' JENS ROSOWSKI ..>� SH7600A 40F 12 az 7600NOA-1 qrr LJ TABLES Bohan Sash Darno6wi be Giu Rage of Heil Sam H®aM Design Pmssum Qbslltz) TDr Glass Types SA RDfO Tip WWID 1B' 2S 3T 3T' 41' 45' 45 5}98" 2P Eo ita 12.481 +W.O -IN.0 +WO -0RO +W.0 IWO -No -1300 +EDO .13D.0 .&OD -IWO AND +80.0 -1301 EquaUite MEN •WO 43GD INS 130.0 +W.0 -130.0 +W.O .130.0 +WO Anon +W.O IWO .130.0 +000 -130.0 31' SI®WaN Pmlew 12994-15.963 -NO -130.0 +8D.0 130.0 -NO -130.0 +80.0 -IWO +0D0 AWO +W.O AMD -1300 +800 MOO sweet 12464-120a3 +WO IWO +800 -IWO •WO -1310 +80.0 AWS +BD.O -IWO -NO d]0.0 -13aD +800 .1300 Ez ile 19.6U +W.O -IN0 +800 n30.O +SOO -IWO +80.0 AND +000 -13DO -NO -130.0 Ai +BOO -130.0 SteMaN Pmiex 159H-19.&51 +W.O -030D +BDD -130.0 +W.O -130.0 +00.0 -130.0 +800 -INS +W.O -0]0.0 -iZ1.0 +000 .112.0 38yB" Cusom Size 15.131-15.91E +W.0 -IWO +WO -IWO +W.O .130.0 +800 INO +BOO -INO +W.O -130.0 1+8DO 4300 +00.0 -IN0 Custom Size 14A31-15.130 +N.O -iWO +60.0 -IN 0 +800 4300 +800 AND +SDO 130.0 +N.o -1m.0 -1No +00.0 .1300 Sweet Iii-14130 •SD0 -13DO +NO -IW..D +0.0 AND +600 -130.0 +800 ADDS +WO .1300 -IWO +80.0 .13D.0 Epozile 22.ON +NO -130.0 +NO IWO +NO -IWO +000 -IW.0 +800 -130.0 +N.0 -1W.0 -IWO +800 41T.T Ceei Size 20.731-MM +80.0 -130D •800 .1300 +WO -1300 +EDD .130.0 +000 430.0 +80.0 -1300 -125.3 +800 .112.5 Sail Pmee ISON-20.130 +BDO -1300 4NO -130.0 +WO -IN0 +BDD -IWO +BOO IWO +80.0 -1300 -1291 +800 4160 45' Cumlcm See 16431-18.59E +80.0 -1300 +80.0 -130.0 +W.0 -130.0 +BDD -IWO +0a0 UOD +BDD AND IWO -IWO NO -1137 Dai. So. 15. 131-In, ll0 IWO -1300 +800 -INN +W.O -IN0 IWO -INS +80.0 -130.0 +0.0 -130.0 +000 -INS +WO IISS CI¢tam See 14.131-1513D +BD.O -IWO +500 .130,0 +W,0 -IN.0 •OD.0 .130.0 +80.0 .130.0 +00.0 1 -1300 1 +BD.O IWO *WO .119.5 S., 12. 6 -14.IN +SOS .130.0 +800 AMD +W.O -IN0 +8DO -1300 +80.0 -IWO •000 .130.0 +WO -0]00 +600 -1197 Egzo ile 24.E4 +80.0 -130.0 +fSO -IN0 +WC .130.0 •EDO .1300 +SOD .130.0 +80➢ -130.0 -NO -Ins +WO -110.6 C1gCm Sao E,131-NEED +WD A30D +30D -1WO +NO -130.0 +60.0 -IN0 +00.0 -1.. +800 -IWO 4NO AU3.7 'NO One StaNatl PmAm 20.IN-MIN +80.0 .130.0 +OO IWO +W.O -130.D +8D0 4O,0 +EOA d300 +BDD -IN +60.0 -121.3 +W.O -100.5 47 Cown Size 18, 131-2 19; +80.0 .130.0 +80.0 AW0 +W.O -13DO +50.0 -130.0 +800 -0300 +80.0 -1]IO +0.O .121 +WO -000.1 Gzisiz0 10+131-IS, IN +60.0 AWO +60.0 IWO +NO -130.0 +80.0 -13D.0 •WD AWO +SOD -IWO +80.0 .123.5 +WO AIDS Du01OT Size 14.131-1&130 +SDO -1300 +00.0 -IWO +NO -130A +So0 -0300 +WO 13DO +BO.D -IWO +N.O 125.8 +NO -112.1 Stmleal 12464. 14. 130 +80.0 ADDS HMO IWO +BD,O .1300 +800 -90.0, +W.D -1300 +N.O AND N. AND +WO .114.9 y EMaILIe 25.77 +810 .1300 +80.0 -IWO +80.0 -1300 +6(1 AWO +WO .130D +0.0 -IWO +NO -1206 +800 .100.1 Oatn Size 24.131-232]8 +NO -130.0 +500 -1N0 +00D -1N0 +NO 4300 +OD.0 -130.D +80.0 -IWO +NO -116.1 +WE In i BIaMaN Pai 20.BM-M130 +800 .130.0 +00 AN +80.0 -13DO +800 130.0 -NQ -1N0 +N.O ADOO +80.0 -11&7 +BID 409.3 Cualwn Sao M131-2PB43 .80.0 -IWO +SDO -IN0 +80.0 d3D.0 +510 4N0 +80.0 AMD 180.0 -IWO +N.O -120.1 +000 -10I4 Wes- Clmlan Size 10.131-20IN +800 AWO +BDD IWO INO 130.0 +80.0 -1300 +800 A]00 +ND IWO +800 AIDS +000 4020 Clnlem Sue 16.131-16,130 +800 -IWO +00 -130.0 +80.0 .130.0 +50.0 .130D +ODO A300 +WO -1300 +800 421.7 +BD.O 408.5 Cui Size 14.131 - 18,100 +600 ADDS +SDO AND +80.0 .1300 +0.0 -IWO +0DO -1300 +NO -INS •ED.0 -0N2 +80.0 410.5 StMeat 12464-10.130 +800 -1300 +800 -1N0 +EOO -13OA +800 -IWO +WD AND 10.0 AND +WO -IDzS +000 -1134 EpIN4Ile 31W1 +800 -1WO +SDO AND +00.0 -1 DO +80.0 -130.D +W.O 43DD +NO -lXD +000 -10S7 N6.2 -91 Oni Size 2E.131-31.96E +80.0 -13DO +0.0 AND +BOO IWO +SDO -130.0 +00D .130.0 +N.O -117.5 +W.D -11 +737 -90.8 BIeMaE PW. 25194-2&130 +000 -IN0 +NO AMO IWO .130.0 +80.0 -0]0.0 +000 -1300 .0.0 .1198 +NO -IO G N5.2 .92.6 Gusiwn Size 24.131-26 N3 +80.0 .130.0 +800 -IN0 +80.0 1300 +80.0 -IWO +BDO -1300 +WO ADS +NO -1083 N9.1 -94,0 63' Gntan Size 22.131-24.130 160.0 -130.0 +80.0 -IWO +80.0 -13DO +000 -1300 +SDO MOD +EO AIDS +NO -10Z4 tllD -NS GusloiI Size A.131-22.130 +80D -130.0 .800 AWO +80.0 .15O,0 +800 430.0 +60D -13D.0 +WO -1260 +WO .1094 N8A -96.3 Ciazi Size 18.131-2D.13D +ND a30.0 +80.0 -1E0 +NS -1E0 +E00 MOO +WD AND +000 An +NO -1120 N9.9 -9B21 Clown Size 16.131 - 18,130 +SOD .130.0 +80.0 -IN0 +80.0 .13DO +BDD ADDS +W.0 -IWO +WO -IWO •WD -11&1 +800 dO] Sl¢Reml 13.191 +WO .1300 +800 -IWO +00.0 IWO +801 -130.0 +N.O -1N.0 +NO -129.2 +W.D -110.3 +So0 -103.5 E@iaFllle 38464 -SOD .1300 +00 IWO 180.0 -130.0 +800 -130.0 -NO -130.0 NO .1125 +70.9 -97.1 +69.1 d5d Cei Size 33.131-38463 +SOS -IWO IWO -1300 +800 -INO +8(1 -IWO +NO -1ND +WD 1 -111.7 N0.1 -951 -562 A4D Ci Size 34131-W130 +NO -130.0 +WO -1Wp 1 +80.0 430.0 +800 430.0 +BOG AND +N.0P-112A +i&4 -N5 +685 4%A i6' SUMaItl PrWex 31991-31.1]0 +WO .130.0 +800 -IWO +800 �1310 .Sao -1W0 +NO 430D +WO NBi -999 +6B3 dS Gown Sue N.131-30993 +ND -130.0 +800 -130.0 +80.0 -13DO -NO .130.0 +NO -INS +NO +NO -NO +i02 A6.4 WADI-30.130 +WU -IN.0 +Ba0 -IWO +810 43DD +NO .1300 +NO IW0 +NO +WD -995 +TD4 _866Shatesl N1Po'-M130 N.D -IN0 +6DO -1300 +8001301+ND.1ED0+80.0 .130.0 IWO +WO 40I3 N1SE00 42A04 80.0 -13D.0 +800' -IWO +80D 4E0 +800 IND +ND -1300 +NO N65 -94,2 +Us d1,0 Bd' Gelan Size 38131.1246E +NO .130.0 +000 -IWO +BDD -1300 +80D -1300 +000 -1WO +NO +i58 -N3 +BSE BIeNaal 11 34.19P-XIN +W.O AND +8D0 4= +80D 13MO -NO -IWO +800 AND +E.O +i&a -915 +603 'l, • MINIMUM BASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK HEIGHT -4B.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: SUCK HEIGHT -48.006 EXTERIOR a EXTERIOR a 10 NOM, GLASS BIiE GLASS STACK GLASS TEMPEREDGIASS Iviv NOM. GLASS STACK ONY LYNAy4f/.,�' 5AOR 5 iR"NOM. ` �1/ LICENSE '�(�. EXTERIOR GWSS BITE �Ir NO.58705 P ATEi OF (0�� I5 R 5 GLASS NPE B ...... IDP,-_.Ca�� 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I" FROM THE TIP TO TIP DIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE, "';, Al tc ttts 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER. P E: 4) WINS DOWWITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 Pi NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 1158705 11 in Anohor CNantkk& Re9utredfor "ThmuBh-F1amo"InsbBatlon Gla.sT 2s I3 TPIe Tipwmll tr 2sM3r at• 4r 4tzaln Jamb p E Lb JMIb .Lmmb i i i gpCee m 3YGIwnRarya Janbam Y Bottom S.h6mbIl.9M Rtn Mp lin) S � Ni' E a M EpdJile II 1 2 1 t 2 I 1 2 1 1 2 2 f 2 2 1 2 2 1 2 2 1 2 2 N• Epa3{ilo StandtlPPIA., 15,NA tz SI1 5.9&t 1 2 2 2 1 1 1 2 2 1 2 1 1 2 2 2 1 1 1 2 0 2 2 2 1 2 3 2 3 1 3 2 2 2 2 2 1 T 2 2 R 1 3 2 2 2 2 2 6lwteel 124U-IZ993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 Ele .Io TIM 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6tanGSO Rnivo 1&9W -19651 2 2 1 2 x 1 2 2 2 2 2 2 2 z z 2 z 1 2 2 2 2 2 2 b3'S Gntan S 15.131 -153t3 2 3 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 C.m Sue 14.131 -15IW 2 2 1 T x 1 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 SlMeet t2464. 14.+30 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Soot -me 2z964 2 2 112121112 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 Ciatun Sizes StaNae Pm4ew A.IJ1-2296T 1&594-Mt]0 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 2 4r Untvn Size 1&1J1 .1fl541 2 2 1 2 2 1 2 3 t 2 2 2 2 2 x R 2 2 z 2 2 2 2 3 baton Sue 15.131-1&1]0 2 2 1 2 2 1 2 2 1 2 3 2 2 1 1 2 2 2 2 2 2 2 2 R C.—Sizo 14.131. 131]0 2 2 1 2 2 1 2 R 1 2 2 2 2 2 2 2 2 2 2 212 R 2 2 SINAD31 124W-14.130 3 2 1 ] 2 1 3 2 1 3 2 2 3 2 21312 213 2 R 3 2 R FgWlite 24ICA z z 1 2 2 112 2 2121212 z 2 21212 1212 2 21212 x Stan S. S1atlaER . 22131-24963 21 AM-22130 2 z 2 2 1 x 1 2 2 1 2 1 z 2 3 2 z 2 1 2 z z 2 2 z z 2 2 z x 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4r Netan Ste 16, 131. MIM 2 2 1 3121112 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cmtom SIP, 16.131.15,, 1W 3 2 1 3 2 113 2 1 3 2 2 3 2 2 3 2 2 3 2 2 9 2 2 Olalcm Size 14.131-1&130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Iz4 -I'Llm 3 2 1 9 2 2 2 3 2 2 3 2 2 9 2 2 3 2 2 r 25m 2 2 t z 1 z 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i 24.1J1-XT)6 3 2 1 2 1 2 2 T 2 2 2 2 2 2 2 3 2 2 2 2 2 e SIeNa P.. A6W-24.130 3 x 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ig B• Cm¢m Su. Ctetbnslze 20. 131-MW 1111]140.1b 2 2 J 2 1 2 1 ] 2 1 2 1 3 2 3 2 1 2 1 3 2 2 2 2 2 T 3 212 2 3 3 2 3 2 2 2 2 3 2 2 R 2 2 2 3 2 z Out. Sue L&131-11LIM 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 J it it] 2 2 3 R 2 ,,PW Sue 14.131-MIN 3 x 1 3 2 113 2 113 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SlMeet 1246e-1a130 J 2 1 3 2 113 2 1 3 2 2 3 2 2 J 2 2 J 2 2 3 2 2 EpyLte 31.RIM 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2] 2 2 3 2 2 3 2 Gptpn Sue SW Plwew 2D.131.I'.. 25.T94-MIX 3 3 3 2 1 3 1 3 3 1 2 1 3 3 3 2 1 3 1 3 3 2 2 2 3 3 3 2 2 3 2 3 3 2] 2 2 3 J 2 2 2 3 3 2 9 2 2 Go. hue 24.1J1 .25]IX1 3 2 1 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2] 2 2 J 2 2 6J betwn Sue 221J1 .24130 3 2 1 3 2 t 3 3 113 1 2 3 z 2 3 2 33 2 3 ] 2 2 Cafwn Sue A.131 .22130 3 2 1 3 2 1 ] 2 1 3 2 2 3 2 2 J 2 2 l 2 2 3 2 2 OPtton Sue 1&131.MAW 312 1 3 2 1 3 2 1 3 2 2 J x 2 3 3 2 3 2 2 3 2 2 Oeton Site 16. 131. le.130 1 J 2 1 3 2 1 ] 2 3 3 2 2 3 2 2 3 2 2 3 2 2 EtPooPt 13.194•-t6.tb 1 4 2 1 4 2 1 4. 2 2 a 2 2 4 2 2 4 2 2 4 2 2 Epatide 3SA61 1 J] 1 J 3 113 3 2 3 3 3 3] T]] 2 3 ] 2 Con=SUP X131 .M tSt 1 ] 3 1 3 3 1 3 3 2 3 ] 3 9 3 1217131 2 3 3 3 Tinton Sim U.131-3SIM 1 J 3 1 3 I 1 3 3 2 3 3 2 3 3 2 J 3 2 3 3 2 ?e Sfa bNPgi 30. YN-INAM 1 3 3 1 3 3 1 3 3 2] 3 3 3 3 R 3 3 2 3 3 2 Coow Sze M131.33993 1 3 3 1 3 3 1 3 3 2] 3 2 3 3 2 3 3 2] 9 2 boon Sze M131-WIM 1 3 3 1 3 3 1 3 3 2 J 3 2 3 3 2] 3 2 3 3 2 sMM1mt MIU -MIX 1 a x 1 4 2 t 4 2 2 4 x z 4 z 2 4 2 2 a 2 2 E,,oHm 12W4 1 3 4 1 3 4111314 2 3 4 2 3 4 2] 4 2 3 4 2 w CoHm 3P. 36.f31 .4z4W 1 3 4 113 4 1113 4 2 3 4 213 4 2 3 4 z 3 4 2 SoPPion Pmew 34.1M`-38Tw 1 4 3 1 4 3 1 4 3 2 4 3 214 3 2 4 3 2 4 3 2 TABLE 6h: Glees O..d,Um LUmd Sam Fiterler to lnatlDH TYP ArvwfM 2 1LHF 1ID .1.11..1.Airspace. lir Annatw "TIP TO TIP SIZE FOR WIN0OW USING GLASS TYPE 1 IS LIMITED TO53-IIB°1L 25'. •GLASS TYPE I: MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -3T.536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 36536 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-3T.951 MINI SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -36.01 •GLASSTYPE283: MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49AM MINIMUM BASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -4B 606 1) TIP TO TP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQWL4EG WINDOWS, SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SM. 2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEKTAVAIIABLE SIZE. 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLEABO AE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY MWRHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO MAXIMUM POSRNE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m Y i O > N 'a U m a o O K O a` 0 J p i W z ZtLm m Sa .,,• Z r S W U U d o n -j °N O O O j` r < F �Z° N Z J W 0 � N LL O m ® �S W � r Z Z Q j fD � ¢ � Q Q O z Z K O c w U I G J Z W Q Q °nq .o°L eaua5 `,.l"a... jAY LYNN�' LLCENSE':��(F G No. 58705 .P ; iO�is'm.:e�ORID •'.Y'ne�� TAP, FT AriehorCuanfities Required for -Thmu9hFmone"Iretellation .oln GI89eT e644 BP m TPwwo, te• w 3T I 3T I at- as• 4T 51110' Jamb y .mnb K spp li I i I b b : i I q b Jbnb £ i m Jamb f 1 H Jamb ! . f 9 2 E m =1 m Nnb ¢ rc 2 P 11 Botlmn Serb _ br Gf4:neRa 6asl1 Hel6tt Ra�a<nl f S i J 21 El"l tW 12.46a 1 211 1 z 1 1 2 1 1 2 2 1 2 2 1 2 2 1 z T 1 z z ElaAW 15.fti 1 2 1 1121 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 3P Si Pminw 129M-1&9N 2 2 1 2121 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 SM1 t 12461-12ffi 2 2 1 2121 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E,m4w ism 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Sladod P,Wav 15944-19651 11 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N T Unto. Sao 15.131-15.BU 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Canton Slob 14,131 . 15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Staled 124M-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Eaua4ile mw 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 T 2 3 2 2 J 2 Galom Size NAM wMI 2 2 1 2 2 1 2 2 2 2 2 212 3 2 2 3 2 2 3 2 2 3 2 S.Watl Pm 18,594-23AW 2 2 1 2 2 1 2 2 2 2 22 2 2 2 2 2 2 2 3 3 23 3 lS Q¢lon Size 16.131-18.NG 2 2 1 2 2 1 2 2 212 2 212 2 2 2 2 2 2 2 3 2 2 3 (Hamm Sae 15]J1. 16. 13D 2 2 1 2 3 1 R R 3 2 T 2 2 2 2 2 2 2 3 3 3 J 3 J CHIC. Sao 146131. 15,130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 J 3 2 3 BMnest 12.484-14.13e J 2 1 J 2 1 1 2 213 2 2 3 2 2 3 2 3 3 2 J 3 2 3 F9awile 24.9A 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 J 2 Gntwn Sao 22.131-21%t 2 2 1 2 2 1 2 2 212 3 2 2 3 2 2 3 2 2 J 2 2 J 2 SlyYad Pioie 2a194-2ZIM 2 2 1 2 2 1 2 2 212 2 z z 2 2 2 3 2 23 3 2 3 3 49• Cos. Sim 18.131-A.193 2 2 1 2 3 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 MSm Sao 16.131-18IN 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 J S 2 3 3 2 3 Cnton Sze 14.131-18.1N ] 2 1 3 2 1 3 2 2 3 212 3 2 2.3. 2 3 3 2 3 3 2 3 p srodWt 12NM-14, 130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Coad4do 25.P2 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Cnlbm Sze 24.131.25.ITS 2 2 1 2 2 I 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 e SWHIN PI o, 20.6H-Td.13D 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 F � C¢bm Sde 2B131-2DEU 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 Q61 Sce 18.131-2D1N 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 Coon Sze 16.131-18.1N 3 2 1 3 2 1 3 2 2 J 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Cahn Sire 14.131-18.1N 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 SM1Gl 12464-14.13D ] 2 1 3 2 1 3 2 2 3 2 2 3 2 2] 2 3 3 R J 3 2 l Eeuelil@ 31.964 2] 1 2 3 1 2 J 2 2 3 2 2 J 2 3 3 2 2 J 2 3 3 2 CaNm Sao 28.131 -31963 ] J 1 J J 1 3] 2] J 2 3 3 2 3 3 3 J J 2 J 3 3 SmMatl PmUea 25]9a.2flt3D 3 2 1 3 2 1 3 3 23 3 2 3 3 2 3 9 2 J 3 2 3 3 9 Gnpm 9lze 2A131 -2iT9] 3 2 1 3 2 1 3 2 2 3] 2 J 3 2 3 3 3 3 3 3 33 3 fiY QnWn 6zn 22t]L 24.1N ] 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3] 33 3 33 Cohn Sao M.At-MIN 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3 J 3 3 2 3 Clan Sze 18.131-N"1N 3 2 1 3 3 1 3 2 2 3 2 2 A 2 2 4 2 3 a 2 J 3 2 3 C.slan Sae 1S.131-18.1N 3 2 1 3 2 113 2 2 4 2 2141 2 2 a 2 3 4 2 3 4 2 3 SWWt 11194•-16.13C 4 2 1 d 21 1 14 2 2 4 1 2 a 2 2< 2 3 4 2 3 4 2 J EgIa4ile 38.464 3 3 1 3 J 1 1 13 3 2 3 4 2 3 4 2 3 4 2 3 4 3 3 3 2 Cusan Size 36,131-MAN 3 3 1 J 3 2 3 4 2 J 4 2 J a 3] 4 2 3 3 2 Cnhm Szo 34.t]IN.1]D 3] 1] 3 2 3 J 2 J d 2 3 a 23323]3TV SlatlaipWiw 309% 34.13D ]] 1 3 3 2 3 J 2 4 4 2 3 3 2 3 3 2 3 3 2 Cs. Sze W.131-Noll 3] 1 3 3 2 3 3 2 a 3 R d 9 3 3 3 2 3 3]Cs. Sze al31-WIN 3 3 1 3] [13 2 4 3 2 4 3 2 4 J 2 3 3 3 3 3 3 Sbinl MI94•-28.13D 4 2 1 d 2 2 4 3 2 6 3 2 a 3 2 d 3 3 a 3ECuaILl4 a2464 3 4 1 3 4 2 3 4 2 3 4 2 3 a 2 3 4 2 3 4 2 81'Cnrom Sae ]0.131-42.46] ] 4 1 3 4 2 3 4 2 4 4 2 3 4 2 3 4 2 3SlaMad Pm. 3d. 194•-NA 4 3 1 4 3 2 d 4 2 4 4 2 4 6 2 4 4 3 93 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49,391 MINIMUM BASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT. 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP W NDOM IS. TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 TABLETb' Glees Tyw pylP6on(Listed fmm Eimdbr m lnbalbn :Yl Co,. Alomm. 3'1C 5 1IF Tempeed 6 1.1113, Iff rempoWl Caq AIII s116•TaI 6 13•16- IG: VIS TvnyM Ca,, AINNo,, Y16 Te 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 AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN_ W =_ m LY�niJ J v O NN o �� 1O O a s N O a 0 o w S W O Z m Z N 5 W 0 N O ® Ul J 3 N � ¢ l VS 5 N a O 4 O 0 Oo C J U Z w Q Q •II'1 "�s+e c uas ♦♦'��;ONI GENgF �.: No.59205 ST F CCS1 ' ,401910P. ,111, .S',OTIINAL E?♦ I IIIIIL♦ II d) WINDOWS WITH THE LOWSILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN PRESSURE OF I I ALYNN MRe.LER.PE II -65 PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED. ve..LK INSTALLATION OPTION 1 ANCHORED THROUGH FRAMEINT02XWOOD FRAME OR BUCKSTRIP. SEE NOTE 2• THIS SHEET, TIP TO TIP HEIGHT FIXED VISIBLE LIGHT HEIGHT I SASH VISIBLE LIGHT HEIGHT r T—, EMBE0. I,IENT ED `L__1•_ DIS CE MAX SHIM C____l ABLE BEE TABLE • ' NOTE B. FOR HFADTYPE •• TYP.ANCHORTYPE. •• EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE e TABLE 8. DISTANCE PER SUBSTRATE, SEE TABLE 6. 48 3 UEELHER 1 SWEEP LATCHNOR 2 BOTTOM OR LOCKS OPRONAL HHRISE \ SILL SHOWN. SEE SHEETIOFOR STANDARDSIU- NOANCHORS REQUIRED IN FLANGEOR EQUAL -LEG - FRAMESILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTOOONCROMMU. - EMBEDMENT I— 1/4-MAX SHIM FIXEDNSIBLE 1- IIGHTNDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIIS.SNEET-- TIP TO TIP WIDTH EXTTEIRIOR HORIZONTAL SECTION A -A v IW MAX. SHM OAOEAPPROVEDMULU FBC HORIZONTAL. SEE SUBSEA PROPERMES,TABLEB. INSTALLATION OPTION 4 ANCHDRED THROUGH FRAME INTO METAL Anchor Substrate Mn. Edge Min. Embedrnent Distance ' G0.55) 9/16" 1-318' #1251ee1, Ayumnum 6063 Tin. 3/8" 0.063" &B SS Sow Am -steel 318" 0.063" Steel Stud, Gr. 31 ran. 318" 0.04Cm Concrete (nin. 3.35 Is) 1' 1- 1-3/4' 4' 1/4" 410 SS grouted CMU, (ASTM Q9O) 2-1/2" 1-114" CrebeFleX T. Southern Pine SG=0.55) 1" 1-3/8" Concrete (min. 2.851ai) 1" 1-3/8" 1/4' Steel Ungrouted CMU, (ASTM C-90) 2-1/2' 1-114" Ultrecon P T Southern Pine (SG-0.55) 1" 1-3/8" A) MIN.OF 3 THREADS BEYOND THE METAL sues ll(A Is B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNG..OUTED CMU-VALUES MAY BE USED FOR GROUTED CM1NAPPLICATIONS. NOTES Ill EMBEDMENT TYR. ANCHOR TYPE. EMB90MEWAND EDGE DISTANCE PER SUBSTRATE SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI RISE SRL: SEE SHEET 10 FOR STANDARD SILL) WIDTH SASH & FIXED LM, TIP TO MR WIDTH-5.1T HEIGHT(EQUAL-LITE) TIP TO TIP HEIGHT2-3T3" HEIGHT(PROMENI @FIXED LIM: TIP TO TIP HEIGHT2 ♦ 3 78" QSASH: TIP TO TIP HEIGHT2 -11.M' HEIGHT (CUSTOM SASH) OFIXED LIM: TIP TO TIP HEIGHT - SASH HEIGHT- 3.W' @SASH: SASH HEIGHT-4.6V 1) USE ONLY SUSSTRATEAPPROPRIATEANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENTAND EWE DISTANCE UMRS.ANY INSTALLATION OPTION SHOWN MAY BE USEDON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTOWOODAS PERTABLE B. ALL WOOD BUCKS LESS THAN 412'THICKARE TO BE CONSIDERED 1X INSTALLATIONS, IX WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE I-12' THICK OR GREATER 1X MD 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. g ❑ m H CON z wD O Q OP� Z Z ZW m W o n ep U U d O Z W �WO i N m 2i Z z = N O m ® Z O (7 H ¢ g X ti Q z W o rc � (O Z m = O J 5 N a >NN -zz� zs•n �♦Ilv„nlll ON Y LYNN P , No. 58T05 zz 2rF.'4u 701VAL TUG.. A LYNN MILLER. PE REA 58705 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETMMU. BUCKSTRIP INTO CONCRETEICMU. OPTION SEE NOTE 2, THIS SHEET. EMBEDMENT' ANCHOREDTHROUGH f' —T EMBEDMENT FRAME RSUCTO 2X W000 . . I� 1IL"MA%6HIM 116"MA%BHIM +I FRAMEORBUCKSHEE I 6ASH VISIBLE 1ST +pproralmanvrlph<+rYh It EDGE SEE NOTE 2,THI5 SHEET. O EMBNT I EDGE flnhh .d01n, Cu,y 1 MEN CH MAD H DISTANCE peH 1 I DI STANCE Tw�r1 X� BUCK HEIGHT 1) VISIBLE LIGHT HEIGHT 1— GASH VISIBLE LIGHT HEIGHT — I—`�7 I — I FIXED VISIBLE LIGHTWIDTH SEETABLE NOTE B. FOR r HEAD TYPE TYP. ANCHOR TYPE. EMSEDMENTAND u ffi TORO EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. I TYP.ANCHORTYPE, EMBEOMENTANDEDGE DISTANCE PER SUBSTRATE BEE TABLES. 46 13 USEP LATCH 1 SWEEPLATCH@ MIDSPAN OR 2 SOTTOMLOOKS EXTERIOR 33 12 15 OPTIONALHI-RISE 42 5U L SHOWN. SEE 1' WEEP SHEET ID FOR NOTCHAT STANDARD SILL EACH END IA -MAX —SHIM NO ANCHORS REQUIRED IN , FLANGEOR EOUALLEG FRAMESILLS VERTICAL SECTION B-B BUCK WIDTH EXTE RIOR HORIZONTAL SECTION A -A v 1/4'MA)(. SHIM WED OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 0. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Min Embedment Distance P.T. Southern Pine (SC-0.55) 9116" 1 1-318" #12 Steel, AU inum675 rNIB. ° 0.063° 18.8 or 410 SS Screw, A36 Steel 31W 0.063" Steel Stud, Gr. 33 Ron. 318" 0.045" 18 Ga Concrete (min. 3.35 Fsi) 1° 1-3/4" 1/4' 410 SS Un9routed CMU, (ASTM C-90) 2-1/2" 1-114" CreteFle.T P.T. Southern Pine SG-0.55) V. 1-318' Concrete (min. 2.85 ksi) 1" 1-318" 114' Steel Un9routed CMU, (WAS C-901) 2-V2" 1-114" Uttracon P T. Southern Pine (SC_ 1" 1-318" A) MIN, OF 3 THREADS uExonu IHt me I Au aue5lry I- S) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEX/FIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES SUBSTRATE, SEE TABLE 0. VISIBLE LIGHT FORMULAS: (SHOWN FOR HIRISE SILL; SEE SHEET 10 FOR STANDARD SILL) WIDTR @ SASH a FIXED LITE: BUCK WIDTH- LIT HEIGHT (EQUAL4-M) BUCK HEIGHTQ-3.23• HEIGHT(PROVIEW) @FIXED LITE: BUCK HMGHT/P+628" @SASH: BUCK HEIGHTI2-11.43' HEIGHT (CUSTOM SASH) @FIXED LITE: SUCK HEIGHT -SASH HEIGHT -2.55" @SASH: SASH HEIGHT -ABC° 1) USE ONLY SUBSTRATEAPPROPRWTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. My INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WNDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 0. ALL WOOD BUCKS LESS THAN I-1Q' THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOW BUCKS DEPICTED AS 2X ARE 1-In'THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR ,VIESP NOTCHAT- EACH END F-- EMBEDMENT FRAMES EDGE DISTANCE EDGE DISTANCE N) MAX_ EMBEDMENT SHIM I �TYRANCHORTLE, EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. IA" MAX SHIM 13 OSE EITHER 1 SWEEPNOR2 TOR 2 46 55 BOTTOM LOCKS STANDARD SILL SHOWNSEE 33 SHEET 9 FOR 8 OPTIONALHI-RISE SILL IMEW AND EDGE / EDGE PER SUBSTRATE, SEETABLE 9. ----1 EMBEDMENT (SCREW SHOWN) VERTICAL SECTION D-D 11V MAX SHIM H SIBLE LIGJ LIGHT IVIDTI FIXED VISIBLE I LIGHTVADTH BUCKWIOTH HORIZONTAL SECTION C-C DADEAPPROVED MULLION, FBC — COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR MORRONTAL- SEE SUBSTRATE PROPERTIES,TABLEB 010 OR 012 STEEL INSTALLATION OPTION 7 ANCHOREDTHROUGN INTEGRAL FIN INTO METAL Annher Subsuak MR Edge DItInce Mi. E,ntxxl nt 2-1IYx.113-Box Nail P.T. SouNem Pine(SG=GW) 5116- 2.409 2-V2' x.131" Collvnoe Nall P.T. So rl Pi. (SG=0.55) 31" 2AM 2-1/Y' x.145' Raofilg NWI P.T. SaMern Pine(SG-O.W M., 2.43E 2-12"x.14VRcofi Nall P.T. So110ern Pine SG=0.55 3'8" 2.4 P.L. Soa.rn Pi.(SC-0.55) 1/2" 1.375 010 51eel Trunhead Scre or 912 Steel, 1&8 w 410 SS S reM 0.125" Alud.., 606iM m, 5H6" Dow 0.050"A06 Skl 6116" OCSO 0.045' 18 Ga Skel Stud Gr. 33 rNn. 5176' 0.0450 A) MIN_ OF 3 EDGE DISTANCE 1 TYP. ANCHOR TYPE, :MBEDMENT AND EDGE E PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEET B OR 9 FOR HI -RISE SILL) WIDTH SASH B FIXED LITE: BUCK WIDTH-4.1Z' HEIGHT(EOUALiITE) BUCK HEIGHTR-3.23- HEIGHT(PROVIEW) ®FIXED LITE: BUCK HEIGHM a 428- QSASH: BUCK HEIGHTR.11AW HEIGHT(CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT-2.55' @SASH: SABH HEIGHT -4.6T 7-yW. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE UWM. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W 7 ❑ y'E � o y (J O N a]op O 0�i m Z Jo �_ ' ON ZLLm ou Z n 00. 4 W Z O tj� J u.wn ory a.v OZJ z N_ LL O S O X Z_ Z I v5 � N LL J Q O ❑ a N Z R- o U J Z N Q _ aNq .xa0 rava5 `L1111 //I� �1��•'UCENSF ��j �: No. 58705 $TA� TE OF : (O�� LSSAO ��Ga \\ 2/// NAL. 1L1L` A LYNN MILLER. PE. PEOSB OS 34 tliS SOLES -ON *; series Oexa, life D O D O y m c G) z m x � Q C N Z S Z 8 � OwG z u 12O AO acre K o y N > 0 O rerr 5 0 _ m a30Wds ORO03 ixe 83OWd5 ylV3StlNnaa 0tl30.9NE g.B/4O Otl39 dtlNS OIQ Otl3901® tl311O9dO19HStl5 el HOHON"O O n 1l 3Olsmsys u SSW1O'1NI SSWIO "1NI Sp .y1OLO" .ALO' .mC'l SSW1O'1X3 SStl10 "1X3 1 OGE'4 T MOA •E46' 1 L 31530 .S[Z I zo9' 1331S SS31NIVIS 9lA1nS GE9 Sm' W3S3NOO1115 03WN0}llOa .E[L'>Q t �-1- T1'- SE9't -� WON.9N5 W35 1N3W3OtlOEN13a 59r 11�' 1 111d1NWOOI530 3N3U OSIAIOd WONIWnW 11tla W=08 HOVE c1 91 -11tlH WO11O6HSW5 11Wtl ONI133W03XIAO IN dOl HSWS a IL wy lXN aa3OtldS a3dn5 Sd1OS>33WdSI0ON 0! +I .00C lAN'S1l3W-WOM0O0WIl1W5ISO3J0'11L3 3NOOI 1N➢YJSOSAIWS03IaO01"S1X3 ^ �F'^ ZOO SSW1O'1SVO.00E'L AEL SSWOZ ' .OLI'ASL'Z OWON9WON.11L 3N3 ,tl11n$I1d 15 1 -9E4 .[LZ'E .WEI 3sla l"-lll 1 3lNYHd Nld 1WaO31NlO 351NdH 1115 ei 3WWai Oil W0O3O szrL ECL'9 .I .900'E �I I L-� .96LZ 1 96L'z {IILow 3WWad Oil WnO3 Oe 3LMJ NIJ ltlaOaNl� .OZLZ .9ZLZ .Zm' 1 .090'Z .5611 — 3SIHIH D MIS3] J3'JNW[J V ' 11153WtltlJ Nil WtlO3WlO IT .SZL'1 Sm' 2m' .W z .m>C .Lb6Z L J L i 96Lz .ELZ'Z llISMW JO31W0O3O BWWE3Wtlai 3ONWIJO OW3H3WtlaJOil lW0O3O 311WA NIA 031hl OWJH 3WWtli 30NW1iO fig, 6, Sm' 290 290 550'l .KLZ I I .ELCZ 7 T .5Z44 .Z9O' 809'L .Esgz .095 Z TABLE 11: 51 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). 4 51 4D HEAD INTERIOR ti 41 JAMB q 4 INTERIOR JAMB ti FIXED MEETING RAIL SASH BOTTOM RAIL 4 SASH SIDE 6 JAMB RAIL 3] INTERIOR 39 SILL TABLE 10: MATERIAL PROPERTIES USED _ 51 FORANCHORAGECALCULATIONS: INTERIOR ii 57 NOTES: 1) ALL CORNERS TO USE GASKET ANWOR SEAIANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY, I1eNm PGT Part p L%ariptlon Malarial 84 OD1 Head, Flange AIum.60&3- 2 84201J Head, Integrel Fin Alum. 6063-T6 3 8241ytfi Head, EgwlJeg Alum. 608.4T8 4 624004 Jamb, Flange Alum. 8083-TB 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 54 Jamb, Integral Fin (Used For Allemale Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg Alum. 6p63-TB 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 60fi1T52 ] 824002 Sill, Flange Alum. fi063-T6 8 82407& Sill, Integral Fin AIum.8W3-TB B 824028 Sill, Equakleg Alum.6W3.7B 70 824003 Sill, HiRise, Flange Alum. 60fi3-T6 17 824019 Sill, H4RIse, IMegrel Fin Alum. 6063-T6 12 624030 SIII, HFRise, Equal4eg Alum. &0fi3-TB 13 624006 Sash Top Rail Al... BOOSA-T81 74 8241X)5 Fixed Meeting Rail Alum. fiIkTSA-T67 15 824012 6esM1 Bottom Roll -Hi-Ries Alum. 6p63-Tfi 16 62g0fie Sash Bottom Rail Alum. fi063-T6 1] 62400] Sash Sitle Rail Alum. 6083-T8 1S 824051 Head Anchor Cover AIum.6W3-T8 1& 624075 Sash Slop At... 6068-16 25A 624009 IS Bead Alum. 6083T5 25B 624011 IG Snap Beatl Alum. fi063-TS 26 fi24013 1/S" 8 3r16' Beatl Alum. 6063T6 30 6TP24] Glazing Bead, Bulb Vinyl for pG24023 Vilryl 31 &1P248 Glazing Beatl, Bulb Vinyl for N6240098ff624011 Vinyl 32 7240a6 Sweep latch (Top Rail) Cast Zinc 33 824099 Bottom latch (a Sill) Alum.fiW3-T6 39 Setting Block (tl&' X 1/2" X4') Neoprene 35A IS Setting Block (1/6 %3l4' X4") Neoprene 358 ]24014 IG Snap Batting Black Vinyl 3fi ]24094 Bolfom Rail Weatherstrip Extension 3] T24053 SIII Gasket Polyethylene 3& T24054 Sash Top Rail Gasket Polyethylene 39 ]24055 Sash Bogom Rail Gasket Polyethylene 40 724057 Heed Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 8122GG Sash Bottom Rail Bulb Vilryl Polye hylere 43 Weatherstrip, .270` %.1ST, Fin Seal (Ig MR) 44 6]S16G Weatherstrip. Fin Seal Sash Side Rail) 45 Weathestdp, .1]0" %.18T, Fin Best (Q Top Sash Rail) 48 wades Galante with Crner&Trim Rigid Vinyl 51 J8I PSOX p&%1' PH EMS (Assembly) Stainless Steel 55 JS39AA geX3/4' Ph. PN EMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Vedas ]0 Kommedirg Kodislmc045G TPB See Sheet J1 Guanex Super spa�ernM 11 for ]2 Guanex Oureseal Bparx Materials J3 CeMinal Al. Edge Spacer ]4 Box I91, 899 or GE J]00 Backbetltling Silicone Material Min. Fit Min F. Steel Screw 92 ksi 1A1 kai 1fiA Screw 6D ksi 95 ksi 4105crew 90 ksi 110 ksi EIao UltraCa� 4105S EIco GeteFlex® 155 kai 12T.4 ksi 1T2 kit 109.]ksi fi0q-TS Aluminum 16 ksi Z2 ksi A36 Steal 36 ksi 58 kin Gr. 33 sled Stud 33 kai C5 kai m 4 0 a1W ON hit, � ¢ O D� Z LL � m .. w 'm U U H_ Z J 'JMO v �zm o Z r.9 N N LL = FFQ O N ® � J W ❑ k C9 I» Vs Z N W z a 0 o p � � i S J Q O w m No. 58]05 '. 'STgRE�OF�'�•�� o ;ONAL 1�C`G•• A. LYNN MILLER. P.E. PE CSBT05 SCANNED BY St. Lucie County M IAM I-E)ADE MIAMI-DADE COUNTY M - 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.miamidnde_¢ovleconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product o eet the requirements of the applicable building code. This product is app ed as described herein, d has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zon .- Series "PW7620A" Alumin4in Fixed Window - N.I. APPROVAL DO NT: Drawin-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 1 r, 13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Accep u r and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT TING: None. LABELING: Each units permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.10 and consists of this page 1 and a pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. �\ The submitted documentation was reviewed by Manuel Perez, NOA No.18-0430.04 MIAMI-DADE COUNTY Expiration Date: February 19, 2024 Approval Date: August 23, 2018 8J13 /is Page I PGT Industries, Inc. 1. A. f:?A NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL Edgerm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.13) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 114114.17J 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Pe P.E. Product Control finer NOA No. 18-0430.04 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 09/14/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 BRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No.16-0629.13) 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1114.17) 6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel F0430.04 , P.E. Product Controminer NOA No. Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series "PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring on 02/19/19 Manu I Pe P.E. Product Control x. iner NOA No. 1 - 430.04 Expiration Date: February 19, 2024 Approval Date: August23,2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 2. NEW EVIDENCE SU13NUTTED A. DRAWINGS 1. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6u, Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. NIATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc, for their Series "PW-701/620" Aluminum Fixed Window—N.I., approved on 10/12/17 ai d expiring on 02/19/19. Manuel Pe P.E. Product Control xa finer NOA No. 1 430.04 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 GENERAL NOTES: SERIES PVV7620A NON -IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ME REQUIRED WHEN USED IN WINO -BORNE O�'I REGIONS. / MIN.KSIPERANCHORTYPE. WOOD BUCKS LESS THAN 1-12' n �� (WHEN USED) SHALL BE DESIGNED TO PROPERLYT 4SFER L LOADS TO THE STRUCTURE. MOD BUCK DESIGN A D 12 MAX INSTALLATION IS THE RESPONSIBILITY OF THE ENGI EER,(EOR) OR ARCHITECT OF RECORD. (AOR). O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEYOND T— WALL DRESSING OR STUCCO. USEANCHORS OF SUF ICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS S CULOSE SEALED. OVERALL SFNUKGTLASHING STRATEGY FOR ATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTH RS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX.114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCH ION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. E 610 SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD II BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WHOM 7) DESIGN PRESSURED: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASW E1300, I C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS r DESIGN.ASC 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO WE REQUIRED DESIGN PRESSURE. THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3834, 3847, 3850, 72128 18-7763; ELCO ULTRACON NOA ELCO CRETEFLEX NON ANSYMPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL 10) THE 7620A SERIES WAS FORMERLY CALLED THE 620 SERIES CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (Foe" BTH EDITION •ASTM E1300-09 •ANSIIAFBPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100,12 •AISC 360-1D 61' TIP -TO -TIP WIDTH 60' BUCK WIDTH %" BUUCVISIBLE 57-1/4"VISIBLE LIGHTWIDrH III. UGHT WIDTH B, SHEET 5� 6 1 MAX. D, SHEETS 6 MAX. I � A 1 0" �.. cry C / VISIBLE 12- / LIGHT OC. / / HEIGHT21" / GENERAL NOTES ........................ I ELEVATIONS................ ........ ....... 1 GLAZING DETAILS_ ..................... 2-6 DESIGN PRESSURES ................. 2-6 INSTALLATION, FLANGE. .......... 7 INSTALLATION, EQUAL-LEG.......8 INSTALLATION, INT. FIN A...........9 INSTALLATION, INT. FIN B........... 10 CORNER ASSEMBLY........._....... 11 EXTRUSION PROFILES..._...........11 C FIGURE 1: / \ 12 "OZ. \ / MPX. 12. O.C.j�/ MAX. / MAX. r Type Oescrip5on Stet 1 3116" Annealetl 2 3 3 1/4° TeiTO!ered�j 4 016 nealetl-7/16"Air -3/16"Annealetl 5- 5 13116-IG 3116-Te emd-7/16"Alr-311VTe eretl 6 6 1-1/16"IG 1/4"Te retl-9/16"Alr-1/4'Temeretl 7 DESIGN PRESSURE RATING IMPACTRATING VARIES, NOT RATED FOR IMPACT SEE SHEETS 2-6 RESISTANCE 60'BUCK WIDTH H57-114'VISIBLE2"` E, SHEE PH 127 j BUCK L HEIGHT 11I.. L VISIBLE LIGHT HEIGHT 6. MaX. O.C. 117-114" VISIBLE LIGHT HEIGHT 129' BUCK HEIGHT LI D—�{—12'MAX O.C. T 2'MAX. - F,H 5" MAX, O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2E. ANCHOR SPACING TO BE T MAX. FROM CORNERS AND 12.O.C. M. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 1W�IDTHi lW�DTHi 1I^W�DTH+I Z I— WIDTH H Ti 0—,71 �i �{ 1 WloTll--I I^ MAom —I F-- WIDTH —I I-- WIDTH --I TO LO 1 1 1 1l J WIDTH---�I II"— WITH �I I— WIDTH �—{ I— WIDTH --II 1�1F-- S" rRooucrRRVLCFn m <aryayimt v11h IM FMtiv � {0�A[ Br5W6180u4• W- A�m)Imm No i Dalc Ry Mim RadBet JR-03/16118- ADDEDGLASS .. TYPES I, 4S 6. `o SERIES NAME CHANGED TO y 7620A FROM 620. th Y ❑ > a 3 nva O E v N No ala0 ❑ Q y U QCJt O d N Z N- i z J Rg u•we r V U d G � ❑ 0.0 h Z V �E a 5 ow .-. a n>p (7 z Z �Zm o O O 5 J J > o F W laays ® m Z N F ❑ O z Q ❑ z aloes 0 z J ¢¢ Q o w ❑ X W W m LL iD d +IIR ��+o sauas \DENS,,. . Mid * : No.58705 411 STA OF In 111In A. LYNN MILLER, P.E. REP59705 Window Design Pressure (+/-, psf) for Glass Type 7 Long Side, TIp to Ti In 54-11/16 57 61 65 69 1 73 1 77 81 85 89 93 97 31 +/-58.4 +/-55.5 +/-51 -1-47.6 +/.44.4 +/.41.7 +1-40.1 +1-38.8 +/-37.6 +/-36.4 +/-35.5 +/-34.6 33 +/-56.9 +/-53.8 +/-49.6 +/-05.9 +/.42.1 +/-39.8 +/-37.8 +1-35 +/-34.4 +1-32.9 35 +/-56 +/-527 +/-48.9 +1-44.9 +/-41.2 +/-38.8 +/-36.4 +/-34.2 +/-32 37 +/.55.2 +/-522 +/-4B.3 +1-44.5 +/.10,9 +/-38.3 +!- 35.6 +/-33.1 F-- 39 +/-54.1 +/-51.6 +/-47.9 +/-44.1 +1-40,7 +/-38.1 n 41 +/-53 +1-50.8 +/-47.4 +143.6 +/-40.5 +/-38 F= 43 +/-52 +/d9.9 +I46.7 */-43.3 +1-402 or 45 +I-51 +/-49.1 +/.45.7 +/-02.6 z 47 +/49.5 +1-47.9 +1-44.7 y 49 +/-48.1 +/-46.5 +143.7 51 +1-46.8 53 +/-45.5 54-11/16 +/44.3 1) TIP-T0.TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT I-FROMTHE TP-TO-TP DIMENSION IN THETABLE TO DETERMINETHE WINDOW SR Z) FOR SIZES NOT SHOWN, ROUNDUP TO TIE NEXTAVAI ABLE SHORT OR LONG DIMENSION. 3) FOR ARLHRECTIIRAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN TIE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WnHIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE LONG SIDE �✓ 1 SHORT 1 SIDE SHORT L SIDE [+- LONG SIDE SHORT SIDE L I LONG SIDE SHORT �l GIOE F� EXTERIOR a GLASS TYPE i 51W GLASS BITE GLASS JR-03116118-ADDED GIASS .. TYPE &TABLE W n Y ❑ > o a�oD O Q (7 N N Y N C) i p LL y MU /9 uneip Z VU d op W ❑ H Z v 7 oN a _ O r> y O oZw u to g m O J 6 r N ® a Z K 3 N O CO IN Z Q Z K aiw5 o c$ n z o W ❑ W L7 SNe V xw > IL ❑ D. aul o:ao • yas J I1ln ulrrrp �`ONy LYNN,1ri'�•, * ; No. 58705 ,k (g' O_ �A()�•, SATE OF :'.�` 'WRION,g NAL0 1� � A LYNN MILLER. PE. P.ER5B705 Window Design Pressure (+l-, psf) for Glass Type 2 Long Side, Tip To Ti In 85-7/8 89 93 97 101 105 109 113 117 121 1 125 129 133 137 141 145 31 +1001-145.8 +100/-144.7 +1001-141.9 +1001-138.4 +100/-135,4 +1001-132.8 +100A130.5 +100%128.6 +100/-126.8 +100/-125.4 +100/-124 +1001-122.6 +100/-121.5 +100/-120.5 +1001-119.6 +1001416.8 33 +1001-136.3 +100%131.7 +11)D/-1271 +10U/-123.4 +1001-120.3 +1001-117,9 +1001-115.8 +1G0IAMB +100/-012 +1001-110.4 +100/-108.9 +1001-107,6 +1001-106.5 +100/-105.6 +106/-104,5 +100/-1037 35 +10OM26,7 +100/-122.3 +1001-117.7 N1)D/-113.9 +10OM10.1 +1001-106.8 +1001-0D4.3 +100/-1D2,2 +100/-100.4 +/-99 +/.97.4 +/-96.2 +/.95 +/-93.9 +/_93 +1-92.1 37 +100/-122 +100/-117.3 NDN-111.8 N001-106.4 +1001-102+6 a/-99.7 a/-96.9 +/-94.4 +/-92.2 +/-90.1 +/-88 +/-86.6 +/-85,2 +/-64 +/-83 +1-82 39 +1021-120,2 +100/-015.1 N001-107.8 +1001-102.5 +/-98.4 +1-94.5 +/-91.2 +/-87.9 +/-85.2 +/-83 +1-81.4 +/-79.8 H-78,4 +l-T72 +/-76.2 a/q5,1 41 NDD/-117.8 +1001-113.9 +100/-106.8 +100/-1DO.8 +/.%-1 +1-91.6 +/-86,9 +/-83.4 +A81.1 41.78.9 +/-76.9 +/-75 +/-73.4 +/-71.8 H-70.3 +1-68.8 43 +1001-113.9 +100/-112.6 +1001-105.2 +100/-100.6 +/-95.3 +1-89,9 +/-B5 +/-81.4 +1-78.7 a/-76.1 +1-73.5 +/-71,2 +1.69 a1-67 +1-65.2 a/-63.5 45 +1001-11D.5 +100/-109.1 NDW-106,8 +10D/-1DG7 +/-95.4 +/-M9 +1-84.1 N-80.8 +1-77.6 +/-74.4 +/_71.6 +1-58.5 +1.65.9 +f-MA +/-61.0 H-60.8 47 +1001-107.4 +10W-106 +1D0/-104.3 N00/.101.1 +/-95.7 +/.90,3 +/.M.6 +/-80.6 +/-77,4 +/-74 +/40.3 H-67,2 +/-53.9 H-61.7 +1-60.4 +/-59 49 N001-104.6 +10D/-103.1 +1001-101.5 +/-100 +/-96.3 +/-90.8 a/-85.2 N-81.1 +147,5 +/-74 +/-70.6 +/-66.6 +/-63 +/-61.4 +/-59S +1-58 51 +100%102.1 +1001-100.6 +1-98.9 +/47.4 +/-96 +1-91.4 +/-85.8 +/-81.6 N-78.2 +I-74.6 N-70.9 +/ti7.3 +/.63.2 +/-Di +/-59.4 +/-57.0 53 +/.99.8 +/-98.3 +/-96.5 +/.94.9 +/-93.6 +/-92 a/-86.6 +/-82 a1-78,6 +I-75.3 +/-71,6 +/-67.8 +/-64 +/-61.4 S 55 +/-97.8 +/-96.2 +1-94.4 +/-92.8 +/.91.3 +/-90 H-87.2 +1-U.4 H48S +/JS8 +/-72.2 +/4H.6 +/.84,8 m u 57 +/-95.9 +1-94,3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/- 86.0 +/-82.7 a1-79.2 +/-76 +/-72.8 +/-69.4 y 59 +bK3 +/-92.6 +/-906 +/-88.8 +/-87.4 +/46.1 +/-84.9 +1-BZ3 +1-79.3 +/-76 +/.72.8 0 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 a/-83.1 +/-81.4 +/.78.7 +/-76 rn 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-MZ +/-82.7 +/-81,4 +/-80.3 +/-n.5 65 +/-90.3 +/-88.4 +/-86.3 +1.84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 67 +/-89.3 +/-87.3 +/-85.1 +/-83,1 +/-81.4 +/-79.9 +/-78.5 69 ♦/-88.3 +1.86.3 1 +/-84 1 +1-82 +/-80.2 +/-78.7 71 +/-87.5 +/-85.4 N-83 +1-80,9 +/-794 73 +/-86.8 +/-84.6 a/-82.1 +/-80 +/-78.1 75 +/-86,3 +/-83.9 +1-81.4 +1-79.2 ]] +/.85.6 +/-83.4 +/-80.7 79 +/-85 +/-62.4 +/-]9.6 81 IAN +1-80.8 83 81.3 85-7/8 1 +/49.4 1) 71P-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS COMKETELY FITWITHIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIOE T-�- LONGSIDE �IIII I SHORT I 1 SIDE t SHORT SIDE NO CHANGES THIIS SHEET. W m Y ❑ > A^'a v O In �loo p ❑p � JJO � b N LU Z �n r ZD J 2a� UUd CIS W O -oN ON0 FW- Z v 4'< ❑ UU C n> 9-� z o z a p m 5 o J 6 m LU m ® $ N W w•vs ^ 3 N ymy-- O W Z z o ams 0 Si D Qo rc U ❑ W Z L0 ro X W LL ❑ 0 •ns 'wo .:.�s ;.T.HIOR LYNIV TIEi`LONG �No.58705 SIDE �J,��,., - LONGSIOE -� 20 13 -9��/O'/ll 0=- %AO SYATE¢)F 46-1 SHORT GLASS TYPE0j i�(.`s ••.!TORIOP ` SIDE SHORT 7171S '0NAL` ,,111 L SIDE Window Design Pressure (+l-, psf) for Glass Type 3 Long Side, TIp To Tip in 85-7/8 89 93 97 101 105 109 113 117 121 125 129 133 137 145 31 +1 -145.8 +100/444.7 +1001-143.4 +100/442.2 +1001-141.2 +IDW-140.2 +100/g39.4 +100/-138.13 +100/-137.8 +1001-137.1 +100A1365 +100/-135.9 +100/.135.4 +1001A34.9 4A +100/-134 33 +100/d38+6 +100/-137.5 +1001-136.2 +1001-135 +100/-133.9 +1001-133 +1001-132.1 +1001-131.3 +100/-130.5 +1001429.8 NON-129.2 +IDO!-128.6 +100/-128 +100/-127.5 27 +10N-126.6 35 +1001-132.4 +100/-131.2 +100/-129.9 +1001-128.7 +100/-127.6 +10DIA26.6 +10N-125.7 +10N-124.8 +1001-124.1 +10d-123.4 +1001-122.7 +1001-122.1 +1001-121.5 +iON-121 0.5 +1D0/-120.1 37 +10N-126S +10Y-125.7 +1001-124.3 +1001-123.1 +100/.122 NOd-120.9 +10N-120 +10N-119A +1OW-118.4 +19N-117.6 +10N-117 +IM-116.4 +100/-115.B +1001-115.3 14.8 +100/-114.3 39 +1001-122.1 +10N-120.8 +1001-119.4 +10N-118.1 +100/-117 +10N-115.9 +1061-115 +100MI4.1 +100/-113.3 +100411U NON-111.9 +100/-111.3 +100/-110.7 +10D/410.1 SS +100/-10TS ffi+t-84.6+1-83.2 41 +1001.117.8 +1001-116.5 +1001-115 +100/-113.7 +1001-112.5 +10N-111.4 +100/-110.5 +1D0%109.6 +10W-108.8 +100'-007.7 +1001-105.5 +1001-103.4 +1001-102 +1001-1DD.64 +1-98.2 43 +10N-113.9 +10DIAIZ6 +1001-111.1 +1001-109.7 +1001-108.5 +1001-1D7.4 +100/.106A +1001-105.5 +10N-103.5 +10N-100.9 +/-98.7 +/-96.6 +/-94.9 +/-93.2 .6 H-90.1 45 +10N-110.5 +1001-109.1 +10N-107.5 NON.106.1 +100/-104.9 +100/-103.8 +1001-102.7 +1001-101.8 +/.99.2 +/-96.1 +/-93.6 +/.919 +/-80.7 +/.86.5 .6 +/-83.247 +1001-107.4 +100/-106 +10N-104.3 +1DN-102S +10N-101.6 +101YACO.5 +1.99.4 +1.98.5 +/-95 +/-915 +/-89.1 +/-88.3 +/-83.7 +f-81.8 2 +/-78.8 1W/ 04.8 ON-703.1 +1001-101.5 +/.100 +/-98.7 +/-97.5 +/-95.4 +/-95.5 +/-94 +/.89S +/-862 +/-83 +/-80.8 +/-79 +/-77.1 +/-75.3 5 #1DN-102.1 + 001.100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +1-91.8 +/-88.7 +/-84 +/-81.6 +179.1 +1-76.7 +/-741 +/-72.5 +/-99.8 +/-98.3 +1-95.5 +/-94.9 +1-93.6 H-92.3 +/.91,2 +/.90.2 +/-89.2 +/.88.4 +1.83.8 +/-80.6 +/-78.2 +/-75.6 +/-94A +/.92.8 +/-91.3 +/.9D +/.88.9 ♦/-87.8 +1-86.9 +1-86 +/-84.1 +/.80.8 +/.77.6 m 57 +/-95.9 +1-04.3 +/-82.4 +/-90.8 +/-89.3 +/-88 +1-86.8 +/.85.7 +/.94.7 +/-83.9 +/.83 +/-81.2 N 59 +1.94.3 +/-92.6 +1-90.6 +/-88.9 +/-87.4 +/-86.1 +/.84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 61 +/-92.8 +/-91 +/-89 +/-87.3 N-85.7 0.84.3 +/-83.1 +/-82 +/.80.9 +/-80 in 63 +/-91.5 +/-89.6 +/.87.6 H-85.8 +/-84.2 N-817 +1-81.4 +/-80.3 +/_782 65 +/-90.3 +/-88.4 +/.86.3 +/-84.4 +/-82.7 +/-81.3 +/-79S +/-78.8 67 +/-89.3 +/-87.3 +/.85.1 1 +/-83.1 +/-81A +/.79.8 +/-78.5 69 +/-88.3 +/-86.3 +/-84 +/-82 +1-80.2 +08.7 71 +/-87.5 +/-85.4 +/-83 +/.80.9 +1-79.1 73 +/.86.8 +/.84.6 +/-82.1 +/-80 +1-78.1 75 +/.88.3 +/-83.9 ♦/-81.4 +/-79.2 77 +1.85.8 +/-83.4 +1.80.7 79 +/-85,4 +1-82.9 +1.80.1 81 +/-85.1 +/-82.5 83 +/-64.9 85-7/e N-84.9 I) MP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOW, I -FROM THETIPJO-TIP DIMENSION IN THETABLE TO BETE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Imo- LONG SIDE SHORT SIDE L LONG SIDE �1 SHORT SIDE �-� LONG SIDE SHORT SIDE L -f- /-c) c7 /_ / 0 ZT E j LONG SIDE '" 4SHORT SIDE EXi GLASS TYPE 3 NO CHANGES THIS SHEET. W m 2 a > pLo a o�' O 0 0 'lop L2 N z� N y y O t+j LU l ID ZU- np5 W in V U d 0 w 0 w o- :2 w w 01..0 O Z pp o 0Z N g J J Q O y ® Q Z W laaas HN- O N 0 Z SSS Q Z a,ua5 o Sc D- Z o O K w LL O LL =nfl o�an s TABLE 5,. Window Design Pressure (+/-, II for Glass Type 4 Lmq Side, 'Inp WD in 68-7/8 73 77 81 85 89 93 97 98-1/2 31 +/-78.9 +/-75.1 +/-72.2 +/-69.8 +/-67.6 +/-65.6 +/-63.9 +/-62.3 +/-61.8 33 +1-75.4 +/-71.6 +/-68 +/-64.8 +/-61.9 +1-59.3 +/-57.2 +/-55.5 +/-55 35 +/-72.3 +/-69.9 +1-65.5 +/-61.5 +/-57.6 +/-55 +/-53 +/.51.3 +/.50.6 37 +1-69.7 +/.68.3 +/-64A +1.59.5 +/-55.5 +/-52.8 +/-50.3 +/-47.9 +/-47.2 39 +/-67.4 +/-65.9 +/-63.8 +/-58.9 +/-54.8 +/-51.8 +1.48.5 +/-46.1 +145.5 41 +/-65.3 +/-63.8 +/-62.5 +/-58.7 +/-54.6 +/-51.3 +/48.1 +/-45.4 +/-44.6 c 43 +/-63.5 +/-62 +/-60.6 +/-58.6 +/-54.6 +/-51.3 +1-47.8 +/.45.3 +/-44.5 45 +/-62 +/-60.3 +/-59 +/-57.8 +/.546 +/-51.4 +/-48.1 +1 45.3 +/-44.5 D 47 +/-60.6 +/-58.9 +/-57.5 +1-56.2 +1-54.6 +/-51.5 +/-48.2 +145.5 +/-44.6 49 +1-59.4 +/-57.6 +/-56.1 +/-54.9 +/-53.8 +/-51.4 +1-48.2 v 51 +/-58.4 +/-56.5 +/-54.9 +/-53.6 +/-52.5 +/-51.4 +/48.2 w 53 +/-57.5 +1-55.5 +/.53.9 +/-52.5 +1-51.3 +/-50.3 0 55 +/-56.7 +/-54.6 +/-52.9 +/-51.5 +/-50.3 G' 57 +/-56 +/-53.9 +/-52.1 +/-50.6 59 +/-55.5 +/.53.2 +/-51.4 61 +/-55 +/.52.7 +1-50.8 63 +1-54.7 +/-52.2 65 +/-54.5 67 +/-54.3 684/8 +/-53.2 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V 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 SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS,, RNO THE SMALLEST WINDOW SIZE IN THE TABLE ABGVE WHICH THE OVERALL DIMENSIONS COMPLETELYFITMHIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE {III d SHORT SIDE 1 SHOE J_ s1GE -- LONGSIDE --�{ SHORT I - SIDE L F=7 7 LONG 110E SHORT _ SIDE I� 1W16-NOM. GLASSSTACK VIVANNEALED GLASS 711VAIRSPAT GLASS TYPE SIB. GNss BITE JR - ON10/18 - ADDED GLASS ., TYPE8.TA8LE. W � Y ❑ > n e IS c amo LD v i w Om ry a w m ZLLtr u�BB e oU W w axv H z a < O w l G (7 o' Z z �m a 3 J o Qh SN Z W K 7.7s 3 0 W Z '¢ Z aIo s ° a Z o O W x w � 0 a pan �•ov :a,.as ,lunngq ..Y LYNNMi 1,\LENS,'. F ' No. 58705 K; 5 ATE':-(0�� FLORIDP.."G\?J ONAL EC`s`s ITNN MILLER MMILLER PE. TABLE 6' Window Design Pressure (+/., psf) for Glass Type 5 & 6 Long Side, Tip to Tip in 85-7/6 89 93 97 101 105 109 113 117 121 125 129 133 137 141 145 31 +1001.145.8 +1001-144.7 +1001-143.4 +1001-142.2 +1004141.2 +1001-140.2 +10W-139.4 +100t-138.8 +1001-137.8 +1001-137.1 +1001-135.5 a1001-135.9 +100/-135.4 +1001-134.9 +100/-134.4 +1001-134 33 +1001-138.6 +1001-137.5 +10W-136.2 +1001-135 +1001-133.9 HON-133 ND0/-132.1 +100M31.3 +1001-130.5 +100%129.8 +1001-129.2 +1001-128.6 +1001-128 +1001-127.5 +100/-127 +1001-126.6 1'RODecrw'V18w m44pR9ci0moFlmib 35 r1001-132.4 +tOW-131.2 +100/-729.9 +100/-128.7 +100/-127.6 +100/-126.6 +100/-125.7 +100/-124.8 +1001-124.1 a100/-123.4 a1IXU-122.7 +100%722.1 +100%721.5 a1001-121 a1001-120.5 a1001-120.1 umlc OovM O4. 37 +100/-128.9 +tOW-125.7 +10W-124.3 +10W-123.1 NDO/-122 +70N-120.9 +100/-120 +10W-118.1 a1001-118.4 a1001-117.8 N001-117 +1001-116.4 a100%115.8 +1W/-115.3 +100%116.8 +100/-114.3 A0`�-%1&O43G 39 +1001-122.1 +1001-120,8 +100/-119.4 +1001-118.1 +1001-117 +100/-115.9 +1001-115 +1001-114.1 +1001-113.3 +1001-112.6 +100/-111.9 +1001-111.3 +1001-110.7 +1001-110.1 +100/-109.6 +100/-109.1 41 +10W-117.8 +1001-116.5 +10W-115 +1001-1131 +100/-112.5 +100/-111.4 +T01-110.5 +100/-109.6 +100/-108.8 +100/-108 +1001-107.3 +1001-106.7 +100/-106.1 +100/-105.5 +100/.105 +1001-104.5 % M my 43 +1001-113.9 +1001-112.6 +1001-111.1 +1001-109.7 +1001-108.5 +1001-107.4 +100/-106.4 +1001-105.5 +100/-1D4.7 +100/-103.9 +1001-103.2 +1001-102.5 +1001-101.9 +1001-101.4 +1001-100.8 +100/-100.3 45 +1001-110.5 +100/-109.1 +100/-107.5 +100/-106.1 +100/-104.9 +1D0/-103.8 +1D0l-102.7 +100/-101.8 +1001-101 +1001-100.2 +/-99.5 +/-98.8 +/-98.2 +/-97.8 +/-97.1 +/-98.6 JR-03/16118-ADDED GLASS 47 +1001-107.4 +100/-106 +100/-104.3 +100/-1029 +1001-101.6 +1W/-100.5 +1-99.4 +/.98.5 +/-97.6 +/-96.8 a/-96.1 +/-95.4 +/-94.8 +/-94.2 +/-93.6 +/-93.1 .. TYPE e. 49 +100/-104.6 +10W-103.1 +1001-10L5 +/.100 +/-98.7 +/-97.5 +/-96.4 +/.95.5 +/-94.6 +/-93.8 +/.93 +/-92.3 +/-91.7 +/-91.1 +/-90.5 +/-90 -_ c 51 +1001-102.1 +10W-1G0.6 +/-88.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +1.91.8 +/.90.9 +1-90.2 +/-89.5 +l-88.8 +/-88.2 +/-87.7 +1.87.1 F 53 +/-99.8 +/.98.3 +/-96.5 +/-94,9 +1-93.6 +/-92.3 +1-91.2 +/.90.2 +/-89.2 +/-88.4 +/-87.8 +/-88.9 +/-86.2 +/-85.6 55 +/-97.6 -1-96.2 +1.94.4 +/-92.8 +/-91.3 a1.90 +/-86.9 +/.87.8 +/-86.9 +146 +1-85.2 +/.845 +/.83.8 F 57 +/-95.9 +/-94.3 +/.92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-64.7 +/-83.9 +1-83 +/.82.3 n -y ❑ 59 +/-94.3 +/-92.6 +/-90.6 +1-88.9 +/-87.4 +/-86.1 +/.84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 W > h 61 +1.92.8 +/-91 +/-89 +/-87.3 +/_85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/40 0 Q 0 0 63 +1.91.5 +/-89.6 +/-87.6 +1-65.8 +/-84.2 +/-82.7 +/-81.4 +!-80.3 +1-79.2 Y n o aIPo O y= 65 +/-9D.3 +/.88.4 +1-86.3 +/_84.4 +1_82.7 +/-81.3 +/-79.9 +1.78.8 0 0 to y 67 +1-89.3 +/-87.3 +/-851 +/-83.1 +1-81.4 +1-79.9 +/-78.5 JO . 0 8 w Z 76 IF 69 +/-88.3 +/.66.3 +/-54 +/-82 +/-80.2 +/-78.7 2: 71 +/-87.5 +/-85.4 1 +/.83 1 +/-80.9 +1_79.1 U U_ 0 1i a 73 +/-86.8 +/-84.6 +/-82.1 +!-BD +/.78.1 F z p Z'a ED ED on °No 75 +1-86.3 a/.83.9 al-81.4 +/-79.2 > v ¢ 2 1y 77 +1-8.5.8 +/-83A +/-80.7 Z PS $ 0 m 79 +/-85.4 +/-82.9 +/d0.1 g m p 81 +/_85.1 +/-82.5 S 0 83 +/-84.9 FQ- W Iaa"s BT 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THEWINDOWSIZE. n y Z 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORTOR LONG DIMENSION. TF O ID L WI 3) FOR ARCHITECTURANDOWS. FIND THE SMALLESTWINDOWSIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLL'IELV PRWTMN. a C1 I,029 ai=a6 USED AT CURVED o Qo FRAME MEMBERS ONLY Z ®11-71V O.C. MAX. 1311V NOM. ��I 1-111WNOM. �J w ❑ W ( 0 GLASS STACK GLASS STACK I D X W u O 6 M IFTEMPERED GLASS 3116. 114-TEMPERED GLASS 1f4• -1,, asap zain5 \\\III 111 / 11 /1 ]/16'AIR SPADE TEMPERED 9116"AIRSPACE TEMPERED Gass G1A55 �7}' �o` NY LYNN �'i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 11 I 11 7 5 �`��'�" CENS !11Y ell:= V ,',, i HORIZONTALLYAS SHOWN. SIB" 51B' No. 58705 •, LONG SIDE LONG SIDE GLASS BRE GLASS BITE * _ _ * ; _ LONG SIDE LONG SIDE SR;RT SHORT s1oE SIDE 1J 1.3 EXTERIOR EXTERIOR ]S78 21 13 a ]8-]8 27 13 -�•• /f�(�pQ�% �� O�'., 5 ATE %�s':ONALP.. G�: /�NALIEN`` sxo6r I --t SHORT GLASS TYPES GLASS TYPE SIDE SIOE A LYNN MILLER, P.E P Ei 56)65 2X WOOD SUCKSTRIP EDGE OR FRAMING, BEE STANCE NOTE 2, THIS SHEET DI INSTALLATION TYPE A —N WINDOW EXTERIOR EIGH BUCK I -TIP Ow HT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2JI u�® DISTANCE PER SUBSTRATE, INSTALLATION INSTALLATION SEE TABLE], THIS SHEET TYPE TYPES EMBEDMENT 1X WOOD SUCKSTRIP, I� 114.1 SEE NOTE 2, THIS SHEET ] EMBEDMENT I SHIM TYR ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, EDGE B SEE TABLE 7, THIS SHEET DISTANC ��114'MAX I SHIM 1 v EXTERIOR CONCRETFJCMU 4 V PER ANCHOR VISIBLE LIGHT WIDTH= REQUIREMENT WINDOW BUCK WIDTH-2- W IA NDOWBUCKWIDTH — TIP-TO-TIPWINDOWWIDTH — RTION HORIZONTAL SECTION A -A PROPERTIES. TABLE 7,THIS SHEET EMBEDMENT EDGE DISTANCE PER ANCHOR REQUIREMENT Archor Substrate Min. Edge Oislan e Mn EmboMXvlt Mat O.C. $ 1112 Dr #14410 SS Scam Sou0lem Pirle SG0.5 fl116 1�8' AleRnMe. 6083-M M. wr O.OGT" IT A36 Steel 3/r O."- Steel SNtl .33 mn. Tr 00 Y 18 Gel IT #12cr#l4SMd S..(G5) Sty Fire SG=D 9/16" 1-W 12° AIunllnum 61 nin. A36 Steel wr 3'8" 0.067• 0.063' 12" 1T Steel Stutl Or. 33 rNn 318" 0045° 18 Ga ' 1/4° 410 SS CreteF roll CMU ASTM G 2-12" 1-1/4" 11 5 kai Concr0(m. 1" 1-3/4" 12" 1/4•Steel Utrawn Concr0 ksi 1" 1-314" 12" Conc5 ksi 2-1/2' 1.318' 1T Un rDllteTM 2-1/2° 1.1/4' 12° 5�16'Sleel olkawn Conc5 ksi 1-1/4' 1-3/4' 1 12- r t CMU A P90 2-12 1-3/4' I IF -- MIN. Of 3 THREADS BEYOND THE METAL SUBST TNGROUTEO CMIP VALUES MAY BE USED FOR L _ ALL HEAD TYPES APPLICABLE - INSTALLATION NOTES' 1XWOODSUCKSIRIP, SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND CONCRETEPER EDGE DISTANCE UNITS. - ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir.ME BUCKS WHOSE TOTAL - REQUIREMENT THICKNESSISLESS7HAN I-12. 1X WOOD BUCKSAREOPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDAS '2X^ARE1-10^THICKORGR MRINSTALLATONTOTHESUBSTRATEOF . WOOD BUCKS TO BE ENGINEERED SY OTHERS OR AS APPROVED BY EDGE TYP.ANCHORTYPE, EMBEDMENT INSTALLATION AUTHORITY HAVING JURISDICTION, DISTANCE AND EDGE DISTANCE PER TYPEB STRUCTURALFRAMERSHALL BE OFA S.FORATROVIDENLL SUBSTRATE, SEE TABLE 7, THIS SHEET SUPPORTHE SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTIONS-B _ 4IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NDAAPPLIES TO WHOLE SYSTEM. /2 i/i (!�, Materiel Min. F, Min. F„ Steel Screw 92W 120 ksi 410 Suety 90 ksi 110 ksi Elco UNeCONID 155ksi 177 ksi 410 SS Eko CreteFlaPJ 127.4 kei 189.7 ksi 6063.T5AHInnum 16W 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steal SNtl 33 ksi 45 ksi NO CHANGES THI$ SHEET. ILI y ❑ v O n OLu Qa pa Lu 0 ^ ¢: z 'a r z � ^ b I ep w d or w ❑ FLui6 N W 'r> z oZm 5 0 Q O r ® $ N H I» S 3 a � Q O ❑ F N Z 2 aloa5 0 Z ss > W o � W x ❑ 5 � � LL' asan sax `\\1111I111//I/' #.; No. 56]05 ' o ST F S1ONAL O�```;� A LYNN MILLER, P.E. PE450705 2X WOOD BUCKSTRIP EDGE EMBEDMENTANDEDGE OR FRAMING. SEE r DISTANCE DISTANCEPERSU9STRATE. NOTE M. THIB SHEET SEE TABLE B, THIS SHEET INSTALLATION EMBEDMENT TYPE E �1 EDGE INSTALLATION TYPE G ----�I— EMBEDMENT v{ 1/4'MAX SHIM 12 URCHITE ALL SIDESOF 8 ARCHITECTURAL EXTERIOROH4911-0/B- 29 O.O. C.MV MAX. GONORETE/CMV PERANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H VISIBLE �- LOW J 1EIGHT= 9 WINDOW BUCK EXTERIOR HEIGHT- 2IGH STEEL SEL SMS(G5" 0. THIS SH MMI-DADE APPROVED MULLION (SEE SEPERATE FICA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S,THIS SHEET — 21 A 11/4-MAXSHIM R 1X WOOD SUCKSTRIP, I SEE NOTE 2,7HIS SHEET CONCRETE PER ANCHOR - REQUIREMENT INSTALLATION EDGE TYPE F � DISTANCE VERTICAL SECTION D-D i/4" MAX. SHIM Eird IX WOOD SEE NOTE 2, TYP. ANCHORTYPE, EMBEDMENTAND EDGEDISTANCEPERSUB ATE, SEE TABLE B, THIS SHEET EXTERIOR % 11 VISIBLEUGHTWIDTH= I� WINWWBUCKWIOTH-2314' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION TYPE F EMBEDMENT EWE DISTANCE CONCREMCMU PER ANCHOR REQUIREMENT Anchor Slbstrate plea Min. ErMcrinXvp M1SM1vTG^' #12or#1441OSSScrew SaWem Pire S�O. wily - 13l8' 1T A imnum 6063T5 min. 3I8' 0.083" 1T AM Steel 3/8' 0.063" 12, Steel min. 3/B' 0.045" 18 Ga ' IT #12 w#14 Steel Sc.(G5) SO mPine SG�M WHIM 1-3'B' 1T Phan 605�15mn. 319' 0.0sr iT A38 Steel 3/8' O.OB3" 1T Steel SNd 'n wr 0.045" 1B Ga IT 1/4' 410 SS CreleFlex T011btl CMU ASTM C- 2-12 1-114- 12" Concree Inn. 3.351a1 1' 1.3M' 12' 174' Steel UlIr.. Concrete Inn. 2.BS ISi 1' 1-3/4' 12' Concrete min 285 kai 2-1/T' 1.316' 12" lln uted My. fA51MC-9012-1/T 1 1-1/P I IT FJ16'SleellWacan C .Pfe rein. 3.5 kti 1-1/4' 1-3/4' 1T GmNed CMU A C- 2-UT 1 I.w/ IT 'UNGROUTEDCMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPUCABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS-1 X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOW BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD SUCKS DEPICTED AS'2X'ME 1-12 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Material Mn. FI, Nin. F„ Steel Screw 92 ksl 120 Psi 41D Screw BID Ike! 110 Psi Elco UltraCon& 155 k5i 177 kel 410 SS Elco CmteFlexO 127A ksl 189.7 ksl 6063-T5 Aluminum 16 W 22 kei A35 Steel 36 ksi 58 k4 Dr. 33 Steel Stud 33 ksi 45 ksi NO CHANGES THIS SHEET. > „ w O < o E Yn < O p oloa m = OQ JQ N m Z LL !r 'o V Z W 49 u�o,n U U_ Z v u L=7 emu 0 W ^ a oz� 0 8 5 Z O a O J H 0 ® m Z F � .pN ? H Z Q Z W aroa5 O J 0 w V O W K < c re LL Q W Q. NLYN ICENSFXC��ii C• '.P , * No. 58705 - S 1/O 4. WAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR A LYNN MILLER P.E MULLION NOAAPPLIES TO WHOLE SYSTEM. A P.E. 58705 EMBEDMENTANDEDGE -- EMBEDMENT DISTANCE PER SUBSTMTE I SEE TABLE 9. THIS SHEET _ INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHr- 23M- INSTALLATION TYPE M WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EWE EDGE r DISTANCE DISTANCE JIN - [_SHI MAX IMIM lYl �/J I EMBED USEOFORAU. SIDES OF ARCHITECTURAL SHAPES 11-TB- O.C. MAX. INSTALLATION TYPE L EXTERIOR a INSTALLATION TYPEJ 114"MAX I SHIM 2X WOOD BUCKSTR OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE ----I 2X WOOD BUCKSTRIP 10 OR FRAMING, SEE NOTE 2. THIS SHEET EMBEDMENT EXTERIOR � J V LIGHT WIDTH WI NDOW BUCK WIOTH-2.314' 114- INDOW WINDOW BULK WIDTH MAX. SHIM HORIZONTAL SECTION E-E " �SMS (GS), SEE TABLE 9, THIS SHEET TABLET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE %THIS SHEET 21 B 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET Anchor Substrate Min. Edge istance Max. O.C. S aci 2-1/7 x.113"Box Nail Southern Pine SG=0.55 5/16" 6' 2-1/2' x.131" Cormon Nail Southern Pine SG=0.55 3/8" 5" 2-1/2'x.145" Roofing Nall Southern Pine SG=0.55 318" S. 010X1"Steel Strew' - Southern Pine SG=0.55 1/2" 5" 0.093"Nurnnurg 6063-T5 Mr. 5116" 5" 1/16'A36Sttael 5/16" 5' 0.045' 18 Ca Steel Stud Gr 33 5/16' 5' ' MIN. OF 3 THREADS BUONO THIS MUM SUBSTRATE AX SHIM W�BEDM�TIND INSTALLATION NOTESE ANCHORS HIS UNISHEET.FOLLOW EMBEDMEM AND EDGE DISTANCE LWITS. BEDMENY DISTAISTED CE TYPE, EMBEDMENT 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER STANCE PER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE SUBSTRATE, SEE TABLE 9, THIS SHEET WINDOWMAME, :ER 3.IF APPLICABLE, LOWER DESIGN PRESSURE MOM VERTICAL SECTION F-F WINDOW OR MULLION NOAAPPUES TO MOLE SYSTEM. al Min. Fr Min. F. rew 92 ksi 120 ksi Mnum tGriSteelSbud 16 ksi 22 ksi eel 36 ksi 58 ksi 33 ksi 45 ksi NO CHANGES THIS SHEET. m Y ❑ �¢ aro O C9N N 6 W oo J O Z ep Z J R a U LLf nnp 1- Z v v� C) us _ L7 r>p Z o Z v ❑ LL 0 O 6 m ® z z z 0 In z c ❑ Z S +ma o r Qo O Z w O X Z LL LL d any 'asap s uas =� No. 53]OS =A O�TA F w18 ,41j ?. , �rliu uno` A LYNN MILLER, P E. REN 5870 EDGE DISTANCE TYP.ANCHORTYPE, EMSEDMENTANDEDGE D BUCKSTRIP DISTANCEPERSUBSTRATE, INSTALLATION TYPE M INSTALLATION EMBEDMENT :RAMING, SEE SEETABLET,THISSHEET TYPE N i, THIS SHEET EMBEDMENT INSTALLATION O 1/4'MAN ENT I~ SHIM TYPEM lx WOOOBUCNsmP,SEE 2% W000 BUCKSTRIP NOTE 2, THIS SHEET O OR FRAMING, BEE NOTE 2, THIS SHEET MAX iY TYPE EMBEDMENT AND SHIM 3 SHIM EOGEDISTANCE EDGEE. I CTABLE 1PERSUBSTRATE, f\ SEE TABLE 10, THIS SHEET n ) 12 USED FORAM SIDES OF EDGE 3 •• ' B ARCHITECTURAL DISTANCE EXTERIOR SHAPE$ ®114/8- EDGE 29 O.C. MAX. O DISTANCE . If W.NDOW INSTALLATION 4 11 CONCRETE/CMU BUCK TYPED PER ANCHOR T REQUIREMENT MOWBU HEIGHT 1/<' WINDOW BUCK WIDTH-2-J14' KWOTH-2- MAKIXTERIOR WINDOW BUCK WIDTH EXTERIOR a SHIM SECTION G-G VISIBLEHORIZONTAL LIGHTTT,HEIGHT= BTEEL SELF-DRIL NO BUCK iD. THIS SHEI EIGHT - z-vb• MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 1DWIS SHEET 21 TYP. ANCHOR TYPE, R EMBEDMENT AND EDGE DISTANSEETACEPER SUBSTRATE, SEE TABLE 10. THIS SHEET T r1/4• MAX SHIM INSTALLATION TYPE N AncM SubstrateM. DSGreee Mrt EnlpMmenl SxxOIc- N12 or#14410 SS Screw So*N,nPire SGO, w1w 1-3tr 4,T AUMnu BU[.ld5 Mn. We" 0.053•` 4.9• A38 Steel 3'B' 0.063• • 4.T Steel SWa Or. 33 Tin, 31w 0.045' 18 Ga ' 4.9' 612ark14Steel Screw(G5) Sm .Pire SG-0. w1w 1-3'a' 4.T AUmU 606}T5 Mn. Ago Steel 3/B• 31w GDa3•' 0.063•` 4.B' 4.B' Steel SWa C 33Mn. TB' GIMs, 18 Ge 4.9' 1/4. 410 SS CPASFlex Uh uWd CNM1' ASTM C-90 2-10 1-1/4' 9 Concrete Mn. 3.35 W) 1' 1-3M" 9 1W Steel Ut=n Concrete Mn. 2.85 fat 1. 1-34" 9 C cwle Mn. 2.851a1 2-1T 1- r 9 muteJC ASTMC-90 2-11 1-1/4' 9 5/16' Steel Utrewn Concrete rrin. 3.5 kN 1-1/4' 1-3/4" B Gro C- 24A" 1-34" 1 B �1%WOODBUCKSTRIP, 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0 SEE NOTE 2, THIS SHEET 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED MU APPLICATIONS. ALL HEAD TYPES APPLICPI3LE. INSTALLATION NOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMEMMLD EDGE DISTANCE LIMITS. • 2. MOD BUCKS DEPICTED ON THIS SHEETAS-1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN I-12', 1X CONCRETEMMU - WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIREOTLYTO SOLID CONCRETE. WOODBUCKSDEPICTED PERMICHOR EDGE AS"2X"ARE 1d2' THICK OR GREATER INSTALLATION TO THE SUBSTATE OF WOOD BUCKS TO BE ENGINEERED BY REQUIREMENT —�'I DISTANCE OTHERSORASAPPROVEDBYAUTHORRYHAVINGJURISDICTION. 3, FOR ATTACHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OFA SIZETO PROVIDE FULL SUPPORTTOTHE VERTICAL SECTION H-H WINDOW FRAME N4knal Me.F, Mn. F. steel Screw B21 12D YN 4105arew 80 LLi Ilow Elao UWCa� 155w In 410 SS El. CreleFlea 127..4 W 189.7 lei hoe}15 ALminam 16W 221ai A36 Glee1 36 W Saw Dr. 33 Steal SWE 33 Mi 45 hi O.C. � Y � C a c O O Iwo 0 W N N N ZLL. op Z FB u�e.0 n W E �Z� o O F LL Q z _o �y O n x O H Z z c$ 0 < o W p X Z LL LL LL I�4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM ETHER WNDOWOR MULLION NOA APPLIES TO WHOLE SYSTEM. APPLICABLE, LOWER DESIGN PRESSURE FROM ETHER WINDOWOR MULLION NOA APPLIES TO WHOLE SYSTEM ALYNN MILLER. PE JI Item a PGT Part I Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal4eg Fmme Alum. 6063-75 3 4255 Integral Fin Frame Alum. 6053-TS 4 4258 3116' 8 114' Glass Bantling Alum. 6063-TS 5 4254 1-16'I.G. Glass Bantling Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-TS 6b 4224 Installation Fastener Cover W Cures Rigid PVC 7 4253 13116" I.G. Glass Beading Alum. 6063-T5 8 4280 3/16' 8 i/4' Glass Beadling for Cures Alum. 6063-T5 9 4269 I.G. Beading for Curies Alum. 6OWP5 10 70589C Gasket(at 90' comerjoints) Polyethylene 11 TP24718 jVfnyl Bulb Weatherstrip Flex PVC, Dum, 65.1-1 12 61308K IFoam Beading Tape 13 Dow 791, 899. 955 or GE 7700 Backbedding Sificone 20 71652K ISetting Block, Mono. W16' x 7/16' x 4' Neoprene, Dum. 85+/-1 21 71704AK ISetting Block, I.G. 3116" x 13/3T' x 4" Neoprene, Dum. 85.1-1 29 76XI14FP #6 x 1-1/4- FH SMS (Cured Beading) Stainless Steel 30 781PDX #8 x 1' Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace AEG TIPS See this Sheet for Materials 76 Duawx Super Spacer NQ 77 Duanex Duraseal Spacer 78 Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FIANCE & EQUAL -LEG FRAMES 094 0• — i �4 I—� I .wr 10043a OFLANGEFRAME z>e4 4 1.3]5' 1 Y 500' .43e^ 11 r�� .a5a.•^� @EQUAL -LEG FRAME L� 1.236' F 1 346• 1 .62Y1�— II��yp J �III�Ly -1 1.037" I+— J� 17S.S S. "TU .e50' ,050.r 1 —1 .05U' OGILASSSEADING OBEADING GAS OFASTENERCOVER @BEADING GLASS INSTALLATION IW16- I.G. SILICONEHOT-MELT BUM STRUCTURAL POLYISO- 174'NOM. LIB' BUTYLENE%MTH STRUCTURAL DESICCANT SILICONE FOAM WiUI E%T. GLASS DESICCANT W. GLASS INT, GLASS INT. GIA ISKODISPACE 76SUPER SPACER' )5 ASO TEE ]8 N nA j ANGLEOICURVED I FRAMEASSEMBLY Y 90-CORNER I I FRAMEASSEMBLYI ) j(ALL CORNERS ( ALLCORNERSTO USE GASKET) / USE GASKET AND/OR SFAIAj / AND/OR SEALANT / O�EQU��EGFRAME // EOUATERIORFLANGEFRPME HINTERI. EXTERIOR ERED F'0. PRA EKTERIORFRAMEWELUS b n S 11 o7r LU @FIN FRAME �1.206' 975' y� 875. 7I 5.- n �- .050' ir( .._.05V OO6.5114- I.G. GLASS GLASS BEADING BEADING CURVS .346" FOR CURVES ALUMINUM OESICCANTFn1 REINFORCEMENT PoLYISOBUTYSEAL SEAL SILICONE NOM. NOM. SILICONE BUTYL& 511 ROLL-F SEAL DESICCANT ROLLSS STEEL F� STAINLESS STEEL EKT. GLASS EXT. GLASS INT.GNSS INT. GLASS SS ODURAn SEAL' OXLEOGEs' SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90-CORNER FRAMEASSEMBLY ANGLEU7CURVED FRAMEASSEMBLY EXTERIOR 'ZI EXTERIOR b MITEREDFRAMEWITHINIERIOR a SCREWBOSSES. SEALANIAT ALL CORNERS 30 [1 NO CHANGES THIS SHEET ]I W J o5 Y ❑ K v O o � m O K o aroo 0m rp W n ZJ 4, Lu0 $ n d U U o f J L2 oN .0 O W ^ W 2 o O K 5 J ❑ ❑ LL 0 so Z ¢ I» ® zu Z 3 O N N z a Z K +ro+s O $� K ¢ 0 w U X 0 m ❑ LL m a anq ' sa0 s ua5 ..``ANY LYivIV * i No. 58705 %AO�•.. STATE tr S�OAIALIENG.. A LYNN MILLER. P.E. K" W705 SCANNED BY St. Lucie County MIAMI•DADE - MIAMI-DADECOUNTY a 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) v w.miamidade.eov/economv 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. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is appro escn erer , d has been designed to comply with the Florida Building Code, includin a High Velocity Hurri a Zone. DESCR]P ON: Series "PGT" Clippe Extruded Aluminum Tube Mullion —L.M.I. APPROV DOCUMENT: Dra No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 thro prepared by manufacturer, dated 08/29/11, with revision C dated 06119/17, 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 TJOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-I 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 rtwdwAnE couNTr Expiration Date: May 26, 2021 Ii7 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 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t° Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 UITABLE FOR ALL LOCATIONS REOUIRING-----'-- NON41APACT OR LARGE AND SMALL 1)MFT SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION, TYPICAL OPPLIONTIONSARE SHOWN, EACH SITUATION IS UNIQUEANDSHOUM BE _. .....m-1...—A' .TRF RPATIusTAI I ATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, FIGURE 1: MULLK)NIO�olsulro xroTx FORVERncu wLL—y MULLIONS / sEx oETATa A-0G,N: �� BI¢ETS1H sBE.m. I / AMRUa; SIDETB2A 1 iii /11 _ /SEE �DEFNIS/ NOR¢OMI1 u^� wu sxEErs 1FTGT1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND AREM BE DES UREU BTU I Hens. ELEVATION 2)THETYPEMDNUMBEROFMCHOR GCMnN TOTHESMUCWU PERFORMANCEOFTHEMULLMUNITS.MULLIONS MUM" muLLrov HAVE BEEN TESTED AS'FREEr'LAATWG' MOM NOT NEED TO BE DIRECTLYATFACHED TO WEMULLION GIPS. BIJT SHALL IFsTN.uTI GAP OF MORE THAN 1M• FROM THE CUP. MULLTO M NOTHAWA NULLTOS 3) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINDLOADS CORRESPONDING TO THE REQUIRED LETAi ALTMUut DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THANO160. WE 113 STREW INCREASE WAS NOTWED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS, 1 X2X.125 1X2xds AI PROPER SEALING OF ENTIRE ASSEMBLY 6 THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THERE INSTRUCTIONS. 5) WE THE COMBINED MOTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 15EE0ETNLS ANCHORAGE FOR THE COMMON MULLION, SEE O MP1.0 ON THIS SHEET AND SHEET 2A FOR MULTIPLE UNITS.CONSIDER ATH+UG: ONLY TWO ADJACENT UNITS AT A TIME WHEN MING THE DESIGN PRESSURE AND ANCMPAGETPBLES. THE LOWEST DESIGN / SH.n aA ary SSPREURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. nEJHT GM 6) MEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND 11PT0 THE NEXT SIZESHOWN ON THETABLE(5} q HORRLNIN SEEDETARE, w0. TI ANCHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR SO.WOOD SUCKS BY OTHERS. -sF�T2 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALLSE COATED OR CORROSION RESISTANT AS APPROPMTE FOR SUBSTRATE MATERIAL. DISSITARAR MATERIALS SHALL BEPMTELTEDAS REQUIREDTO PREY REACTIONS. F TRATIDN 8) REFERENCE: TEST REPORTS: FTL-6*13; ELCO ULTPACOWAGGR GATORNOAS PRDDVC .wl BBB OFHLITME. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OFWE FLORIDABUILDING UU BE CODE. AMAREMPROVEDFMIMPA MDNOWIMPACTAPPLICATIONS.MULLIONSAREONLYTOBEUSEDWITH MANUFALTI:¢D PGT PROVEDFENESTRATONPROWMMVNGCURRFM MVALS. BYPGT. 10) MUWONSARE IN COMPLIANCE FORWE IN THEHV 1 U OUANTFTY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 15 UNUMITED FRONDED THAT WE SPAN AND OPENING WIDTHRE1.-OF EACH IMIVIDUAL MULLION COMPILES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: emco�nivc THc naemu PRFRBIIRE REOUIRFMENT ILBSIFPI FOR THE OPENING USING THE ASCE-0 STANDARD. Lr LiLam,,,INUSINGLEMl1LL0N lFa cR¢ SINGLEMU FCRVEMIFALIML '15ETCORREBI'ORAPJG ISTPLB MULTPLE MULLIONS `, FRDMFlOUIE IAB(rvF. WDESJSTANDAMS USED: r-AISC360-la FLORA BUI�S), STH N FLORD IMNG WOE FBC). STH EDITIONVAFBPA ND32015 FOR WOOD WNSTR ICTIONINUM DESIGNMANWI SIW12 EA MUWON TYPETHAT WILL FIT THE DEPTH OF THE FENEGTRATION PRODUCTS FRAME DEPTH. TO SHEET 25 TO DETERMINE IF THE NAND LOADING IS •RECTANGUTAR' OR TMANGULAPRP/+PFZUIDAL'. ISMET. LOADNG 1R\ ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING N IS SPANNING VERTICALLY OR HORIZONTALLY). THE TFOUIREMENT ILBSffPI FOR THE OPENING OBTAINED IN W THE NEXT COLUMN ANCHOR CAPACITY REWIRED 10i THIS VALUE (THE ANCHORS AND MUST BE MOTTO ATTAIN THE MILL MUWON CAPAGTY. ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE MAYAPPLY) SELEC-rMM HORWPPATTE MDVERIFYTMTTHER QUIR ANCHOR B) VERIFY THE DESIGN PRESSURE RATING (LBS'FP) FOR THE FENESTRATION PRODUCT TO DOUSED ANO WMPARE WITH THE FINAL MULLION CA➢ACITY(1-08 PI OBTAINED FOR THE MUWON SYSTEM. THE LOWER OF THE TWO SHALLAIPY FORTHEENRREMULI£O FENESTRATION PRODUCTASSEIBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SpECIFICAPPLIGITION MEN USING THIS NOATOAPFLY MR A PERMIT. PRODUCT REVISED BalEnplO'TIN Ne FIDHEa camp NBA-Na 17.0630.01 ExII.6 A D.I. 05/26/2021 No. 58T05 DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) Muulw SEE6HEET5 LO SIWnilWS F LOw9 EDGE a o W^IINf F(Ft NVfU swEws ass•Nwtrw Ausuwora NY (INFRA 1 ' SEENOTE I, SXEEI I. ' SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMEM TO BASE MATERIAL SNAIL BE BEYOND WALL DRESSING ORSTUCCO. 2) OUANTRY OFANCHORSAND MULLION SIM SHOWN ABOVEARE FORPjcToRJALRFPRESENtATION ONLY. BECAUSETHE ANCHORCAPACITY IS BASED PARTLYON THEANCHOR TO ANCHOR DISTANCE, THE CORREC(QUANTf1YAN0 LOCATION OF ANCHORS MUST BEFOLLANED. REFER TO THETABI.ES ON THE FOLLOWING SHEETS. FOR DETNUTA-D, EITHERTHE STANDARD OR OFFSET CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR THEAO, 4) WOOD BUM ARE OPTIONAL. SEE DETAIL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIPMFDADE COUMY, USE ONLY MM4 DME COUNTY APPROVED ELCO ULTRACON OR ELOO 1W S.S. AGGREGATOR MASONRYANCHORS WOOD BUCK ASONRY (STANDARD IP SHOWN) C �I{ as a J EXTERIOR .e •.MM ��'1��.•I ].1161�• �. ECGE CONfi0.ETE wCMJ'�p Ti 6T, ECGE p6fM'CE 10-imM 613B Fpi MISWNY HOPS SIDE VIEW Em&xrtiE sar>oMm e..• OFfSET M�IIL EIIPM1HY BE � srutEper rwsuEnlaP. sEEnELES Is.tm """--"'- PRODUCT REVISED o15TAM10E S 6ullding Mtl�MM Go IIw1Ea SEETr ATrAw Noa-Bo. 17-0630.01 tptsa T •' cram s, 9.f9ELME, NI SEEH011. BZPImBon Beb 0$/$6%1D21 _ L� H ElI By • Mlam ntnfl MNS.1 N61LOKJlEiEwCW FRONT VIEW I BUTT DETAILC. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ERIaR1HE 51PNWI✓DM OFi9R WLL CIJPNAY�'- p6iNLEDSY THIS I£iHW �'-• ..'.tl % .. MIN2799LONf ECRC FRONT VIEW IN . T fillT0. NN1]KLI LCNLREIEQiCW 1&19a SIDE VIEW 'IN6TALLATIO TOTES: 1)ANCHOR EMS M TO MSE MATERIALS BEBEYOND WALLDRESSINGORSTUCCO. 2)OUMWYOFANCH0 L1YkIB QE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATON ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT OUANTITYMD LOCATION OF ANCHORS MUST BE FOLLOWED, REFMTO WE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D. EWIER WE STANDARD OR CFFSETCUP MAYBE WED. 3) ANCHOR HEAD TYPE MAY BE PMHFAD, HEXHEAD OR FLATHEAD. C) WOOD BUCKS ARE OPTIONAL -SEE DETALC, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MWAI-DADE COUNTY. USE ONLYMIAMIOADE COLNTYAPPROVED ELCO ULTMOON OR ELCO T/A' S.S. AGGREGATOR MASONRYANCHORS. FRONT VIEW EXTERIOR DETAIL E: —1 rzsNN MULLION TO MULLION INTERSECTION NOTES: t i I �(U-CLIP) 1) MAY BE INSTALLED IN TEE' OR' CROSS' INTERSECTIONS. (i Y 2) MAY BE INSTALLED HORIZONTALLYY 1 L (SHOWN) OR VERNCALLY. N 3OR CORRIIP DRAWINGS. SHEEU-10N. 21-23 i; � f U TOP VIEW FOR CORRESPONDING MUWON. z O U J 3 2 V FI13RF1SLTEWS. � 4 S6FSIUWNS ORPRE-0Rll � � � ] ``� \�YWANi MO I13E Lb9 a m Gl O FD FRONT VIEW NOTES ./> �r \ EXTERIOR y\ SES SYEEiS11 T1490. HIXELOLM1NkIB E46E E TMIEE $EElAH1E5 16y9 SIDE NEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH i) FOR 2X WOOD-B.ACREO STEEL STUDS. WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5.20. FOR QUANTITY OFSCREWS SIDE VIEW. PRODUCT REVISED BWILIRBL111.1" NNa FleHda d. NDA-No. 17-0630.01 Yt No. W705 r DETAIL F: DETAIL G: DETAIL H: d Y FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION C Y (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ilk o WSEFAl,spq sD•oPIB• 8� !D]PNDSiN]ATP'1 BAYMULLECR10E0 o z 0 0_OTOPVIEWSIDEVIEWBNommTHI-xeX.12V. TOP VIEW , , wNDulwOmz i SEEETAPiSISELRIOB zVAWARERSUERAFff— LB' I PEETABLESI E 6 I j EXTERIOR Q 52Z FRFEN 9EET0.9L®1b1<B II '- . L1T .1 2'x6-Ni.'.ILCLIP. Z Q A2PERMRNWEND.NUSiPEQ O z LGVl l i o wLR.2PER.L UNO. Q z a 00kJ TBEINST LLIpPRODUCT REVISED LMCR...,IYing wM [Be FloAdo U05TRATE Bu0tlIn9 Co tlo ,T-663G.6t PBtE81B-tA HOMNo. NP WIND. srEEL AwN ExPlmtI.;D2t� SY2612021 INiDNVpo, eFEg Wi ARD CLFTDOE EXTERIOR OR WSONR'' Ek*evOR XVµ.CR NAB MOOFIFD,N . ey I�y MiDml-D v nn[m OEOG�E �1qP n9 �I� 4� f ®® I ®® INIDW90a OIEEL _{ r:p NOTES FOR INSTALLATION OPTION GB H: E �'pN;��YNNP[RµClax VOENS NOTES FOR INSTALLATION OPTIONS F: 1)USE ]ANGLE CLIPS PERMULLION ENO. CLIPS MUST BE INSERTED INSIDE OFMUWON.'• F'• ,V. t ND. 58)05 1)pETAIL IS NOTAPPLICPSLE FORTHE BAYOR i.26'XY.11'%.123'MULLIDN. 2)DETAIL G: SEE TABLES I8-148 FORANCHOR QUANTRIESANO SHEETS FOR HOLE f *- LOCATIONS. 2)3EE TABLES 1&139 FOR ANCHOR QUANTITIES AND BHEEfS]1-23 FOR HOLE LOCATIONS. 3)DETAIL H: SEETABLES ISO OR INS FORANCHOROUANTITIESANDSHEETU FOR HOLE ® ATE �• A•�Tl ( LOCATIONS. 3)THE2 CLIP IS NOT SUITABLE FOR THISAPPLICATION. l`y' 1.....ION,+GN SZONAL 6NG�`. o A. L{' AIM LLL .'RE. u Fi P.E3t 58705 MMIOOnC U Table lAt . 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Y 1Vr T LLM' 05r 0. ]2r EIIILNIwni bI N/e" t.Y<' fiY<' 13V" 2 1Alt' 1-iN" 11N' to/P 1-1/4' 1-0IP T i3'a' 1bY mqm agll°Mf ffPN I qWmWWOAm1M O m¢ m m ]WNA aiWlAm WWAlpa NWBAIW MWaamm ®1n3N 1MwMM..w6G/$e 111m NlAm WHm1NW I. 1s1mROmm IA®14rMInopc/MaNfi(POCNCGepp nomf iWm "oft I..tPbea %Om 9Wm wA iW lm rNr1 aW Ra IWzm ®am Wsm 1+zOm ]Am1na 0BASYlL 64lVNp am.t]SAIm(rp. II WA WA WA WA Wp WA H4 WA WA WA WA WA WA MU Ttam I Mrl /FUpin3. fY tWm t93m inea M9m win Itlfm NOm I tRm ]iom iBlm ]IIlb Inm tmm II+N 'JID1m aAKMs 01.14 Yn QL/PdblN.li 3Wm 1"Cm WA WA WA WA iWm WA WA WA WA WA Nlm IIIm %-0ra NOTE FORTHE OFFSET O-1P, USETHE SAME ANCHOR PAl J] FIGURE I: FIGURE2 TABLE NOTES: 1) SEE SHEET I FOR NSTRUCVONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADNG. SEESHEET52-4FORGENERALINSTAL MONMETHOM. FIGURE3: ANGLE CLIP MUST BE USED W PAIRS. FGURE4: FIGURES FIGURE(: O 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANO.OR 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 OLMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CM.U) SHALL CONFORM TO ASTM 0 . WOOD SHALL BE PRESSURE-TPEATFD YELLOW SOUTHERN PINE WRHAN SG OF D.O. ALUMINUM SHALL BE 6063TE AND SEA MINIMUM OP Al THICK STEELSTUDSTO SEA MINIMUM GRADE M AND.O THICK(1BGAUGE). STRUCTURAL. STEELTO BE LFAS7.I2STHICKANDMO.ALLANCHORSN METALSHALLEXTENDATLEAST3SCREWhRE BEYOND THEMATERIAL. #10 B #12ANCHORS IWO WOOD MAY BE STEEL. I"S.S.OR410 S.S. WHEN IT IS �� =ANCHOR CAP.m OBTAINTHE'ANCHOR FROM THE PRODUCT REVISED 6 e11Nng IYw1M Um Hea FIB NOA-NM. 17-0630.01 Ea,jl,Du epem 05/2612021 BY M1Bmw nmuq ntro No. 5870 }A .t v . STATE F' �(V F LE [A Mueion CHInny TeBID 3112 Openln8 W9dN (Im WsdilHrysp3RLIG 11eMMa) ofOpenNg HeIBM(ax BDm MmNalyape11111"p IWD IMd1om) sBm AWETOm mh Imh fi0h 1aBF 13xzAf6 Re[WVulu V°°^9 inpTM1ap. 1]m9'el ReelvOuly Tnl/ffiarp. 1D P^g9 Tmp'Ma9. mclv9Wv Tis`T n' pt.wut T'sM... Ra w- ]re U. PeNVWIv ,I TmN]Wv# T Pv6aryW1 Tvptdap. 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A.o IW 118 1pl '81 t59 ]0.3 1W ]Lo S3 R.} 16] 1W tat 157 112 IW 1B8 155 11.0 IW 159 1R f0.1 143 141 19 0.9 112 I4T 1W WF 1a6 1N 19.0 199 116 1N 141 no 98N 191 VT 10.8 1n I HtlLC LO Anc11DrG a Tab6 b 6Wmti 1.]S Gvee 1YfM. mme QWV FBm OM Pi Wm1 WeH LITEty VI'69Em 91SEkY VCE9 Em FWBICI 9130td 1I26M AnC11¢(CpPPaCDAa MMTYF V1Ptko10NY1 V4'E4a 1➢Dnm �mR Y10'Em V7tetDn 1M Nm N6mm A9DK+av Wmm ADTBey Epee no)'E.In 6-M) EQIe ViWCe On 1' S1/! .t• Y1}! YIT 1• TVl 1• 1-IR 'l YU' Y ¢N' ¢N 4]N' FshOnml(m 1JIC 1-Y6' 13'C IYP > 1-1 (<' 1-VC 1.1IP LiN' NIP f-W' S I�YT 11'6' MYe 3MNtl304]]'MN.QGISniLLv3v DRetPIDff41f ]W o3 ]Wm Wm ®b 1W R1 ZW,De 1lDm SN6e ]IOb RAI1 WIm BNm XI1.1 wlfa Yob a Anvmn 6l-ta'YIRPC/8mm�6IV OYeIIDID6TW 6W 6M ]Wm WA WA WA WA 9A lae WA Nf1 WA WA WA amm 6Yb 11Wm AArtllDn®TNn OC/(31LSNs1Y Wglffq. ]S ]W 0e ]Wm BWm IYDm 1aWb YOm KD ka NrA iWm ]N lm pNm fmtm AIM B951m t1IDNe 2Aftm W0.16'MF. o.CIUUq, Flo.l'SILm. IFq. Af WA WA WA WA 4i. WA WA WA NIA NA WA WA WA WA WA ]15m t At[Mf/FQIo1M 6F 1Y IOe IWxe ]29m 6EIIY 136m tl0m FR Im ]]Dm 191W 9#IW 41]m1 imW Tilim SAIp ]Mv0ve 01.1SMIn o.fJ F4IpIM.ak DNIDe 5191m WA WA WA WA iW OY WA NA WA WA w A1M N31W on. NOTE:FOR THE OFFSETCLIP, USE THESAMEANRUK KAI ItXNANVwUc Mvnwco ro ncavum�w..a.. FIGURE I: FIGURE2 TABLE NOTES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOPDING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS FIGURES: • 0 • 111, ANGLE CI MUST BE USED IN PAR& FIGURE4: FIGURES: FIGURE& 12 2) LINEAR INTEiFOLATION BETWEEN MULL LENGTHS ANDK)R OPFNNG WIDTHS 0 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSK)NS, SEE SHEETS 21-M. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRDX6MATE HOLE LDGTIONS. 4) 668STMTES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE-1 4AIWO YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6X6 T5 AND BE A MINIMUM OF.125 THICK STEM STUDS TO BE A MINIMUM GRADE W AND.04V THICK (1B GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 BMW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 1&B S,S. OR 410 S,S. PRODUCTREVISED BWIEInB Code" 0' mo Do]Ida xoA-Nv. 171, 0.01 ENpi]nUon Date 0526M021 NN.. 68705 '; * A LYNNh11LLER4 P.E. FL P.E.# 587115 Mu6on Capacity T9Ma slit' OPSe nG WMth Por+¢ry�q-epelrttg mWcly) orOpenNg HeIgM (lor ro�rlBaMaparclnB IfllIDoml %N m61 mN WN Wln 1WF 120a 1401. 100E 112)Ba R43fenwm to 9, TnP1XN 1.-et IktlwJv Luang Tlgmnn6 IUelmwtr In1dn0 TepTlw. L>+apgB RJW,PO+e LeWnB TeOGmina. IuaON axewwiv Imo® 11ryRAmp, Fev UPeftee TegRMno- 'et', Rttlenwle amaiq TnWMw. btliggq WaNIpWr TmynleN. Load, RNmn4Mu llayll'M d16 Mum t man If 5g9 aL 1dggg5g i1 YS y yea d @ qp'@$� t@ ISTLwenO S55g 7 � i +g�5�1 SC � d �. dgp $a� 2fl 5p �@ yp �' T 3 Yx �. ypg Yy� kd gg1®4ry 6 gH @ L�� sg U_ i q8y 3 a dg�3'Sff 1@ �gqp55y aff . dzB paLauir iFdn" �pa 6$$ � d _ mo exa Imo 4m Ima ru nao m tmA em nno em IrMO mT Imo sl9 Ima M14 +mo mI Imo 12w +m.a OB s+ rnA nm +ma m uu I +mo sxl .D roe Ire- aN Imoeeo tmd sN 17" m Ima Me Imo IIMImo e e aeo »a um Imo eme14 Imo emtha . t 0 TU I; 0 eA Im.O a nn0 eL IVA T tmo aM I16a +BYl Ino m INA I= ImJ m I1La loss ]Me n a Me VA 1. +mD US 114 Imo MO Me +10A au m1.a ear ]ma e% nse00r tel.r r]0in, M ]Sza Me 'we 001 NSD ]u we B+1 I41.1 r 10. T0O Ill U] 10.0 Me DID HAS Ip xip+u.1 m5 ISI.s Me lux me Ime sit ]00s US nao me aa: ry +ae] DID m4 )Y US Sm Me ne MI Ve s9s m .1.6 »I mA ry sln n4 w.l BIA N4 a00 +xi0 na 1Ma M Ine Ofr VA fl9 We wr re3 aU -1 w 07 ew na "1 09 Me US BA ane SM Me U% " US m.0 RI ]e.I MA sl NN 1a0A fi01 1124 SU 09.e mr �1 ati nr e» Sea SDI M2 001 Tr.1 40 $as W 71S lee Me 40 0.4 Kt N3 W MA 410 31.0 M R.r 4m 33.1 e01 ez.T 471 nN mA 51. "A U] ees aso n0 AY saa ID 01.] 4fa a+A sm era n0 4eA 510 e].3 Nr One e10 Sea aS MA em u.9 403 'A3 em NA ]59 'lS.e e10 U) aa. mm ax4 4se Tla wo aLe ca eLr Dea 4xe 4se N.+ a9s 4J.4 w0 46a m 'Ys 4ep u.6 9n 34.7 IJe .1.. Ye as 4. »a Se] 3A.a Ne Se.a aa9 s.r Ne va Me 010 Ml A.e as me en MO 4as as SID at O1 44.1 39 SS] 13s 401 Sea U.1 ae ]61 Ul axe Ue NA M4 Me 4m ne N1 mt as Sea No 4],1 Me Xe w m4 ]m m. a2T SLs rm ffiI 9] ma ITS 2a2 a31 m.] 3r1 m9 ar] mr 3a9 IDA 3T 21.9 2i 14.8 W IBA SHSU 15r ID.1 3» 349 39 LA 3e1 Aa Ne Rl.e 281 311 ]N 141 3er me NB lit :ar 14a YV lU tel 1609: m V.r AM m1 Sn mA ml na >a Tea iBa u.l 3rr ma tas ilr I" Isemn.IIN+e9 ms lee1]P I" A.II u Tat@ 1. S. ale Cvuel. SN.. I Haew Iu I EapGW I PTM. rO MW Ane OPPal[Oms Arcnr hM b1C Eleo fem'N 1/i•E6o 111aav, blC Dee Npsm 91S U:o Ua.Y0n IN•Em IM:M 1/f 994o P9Pe('a'v }MCFko UNNe1 111. 69 F1w ApyFYb .1054d 9mvm3] 0133M SeTv 1Ti51 e123M 94TI C3) Face a. (.x 1• svC I• N1l 1' 3.Vz Y a-iI0' S 0.U' a- a]N' EmbNmaa llN Wle' ' fY<' Y 4111• ]-VI' 1-MP I-IHSmve xT Pn eY zrBOJ as41m 1101m ]111m W11m wa M4 N1IW .1. Ms. Ga•Mn. a.e lRl Na Alap piN rlla9k oWA n0W in. Nl tem lm a10 e5 Sm im wA m01m 140N e391m f021m B9mY e..,s4Nefule P8r1m nmlm AYun.DF.WA WA WA WA WA WA WA NIA WA NIA A WA I'D.J M,!,Z laSt, 4WA. amd In" Irma, 11r1maMOPPSIL13'MIAO,UP00FEF SWMe WA WA WA IW ae WA WA WA WA WA 3t1 ¢e ddam WBPa FIGURE I:le I nw1¢ • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FII'G'''jUj�RES: FIGURE 6: • (( RR6 • ( • • VALUESASTHESTANDAROCUP. /(-->CIRCLED VALUEBAMUUSSED PI THE EX1AVMTPL(E'ON SHEE724. TABLENOTES: . I�S I. / d / e 1) SBE SHEET I FOR INSTRUCTIONS ON US THE TABLES AN OS HE ET 25FORW RMATICN ON LOADING SEESHEETS2AFORGENERALINSTALLA METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE 3) MU WON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEESHEET521-M HOLES TO BE DRILLED IN THE FIELD PDLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN FINE WITH AN SG OF OM. ALUMINUM SHALL BE 6 T3 AND BE A MINIMUM OF.12S THICK STEEL STUDS TO BE A MINIMUM GRADE 93 AND.046' THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.12S' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATEF AL. Al & N12 ANCHORS IW O WOOD MAY BE STEEL, I"&S. OR4ID S.S. •'-w- ,Y�=ANCHORCAP.m MUmON FORMIILATO TOOBOBTAIN iHE'ANCHOR ANCHOR OPTIONS 8 PRODUCT REVISED x ..11 nB with t0e Florlda BullEla, CCaadd "E. 17.0630.01 Exp1milon Date 0S12612021 By lA uCt Cantre A. Bfl TABLE 4A ' 6NWanW o TaMe 5 OpI.TNMM(Iw5eNtl0T-SIeMID mF IMInIs) DrOpOnlllp XaIBht(brhvFmWIrwmlDrOlAllplal BON IWN ISIN mm wh TON Idln flow 112102 Pv b bMA9 T�SWD' losing Rcw�ply WSIB 1kNfealO 4a6nD Rtl&gie 4eenD v e'e} bGIT RCM1nYOv fw39 Tvghlvy5 Im&N Ra Bader Lw4'p TR✓<tlmB. W300 RCImgYa IwMD tl¢TH} Imfa9 Rr:m, IoeNq Tnynlere lnann0 Ra,baoele Lm4n0 Tla". lm0^Y PwIVIWI& 4tid�Y n��. .6b0en Ibon8� pa v Tel E IVig5�� a a S gg p _ u$ih a �gge � s'°e e V�. ¢gF �iS p3� 10T �gp a@ p a AF Ima No Ina 4" 1m.0 TN Ime To no me R00 sm Imo w2 1m0 6m ITBO 111e na0 m Imo um 1m0 521 nn0 uN 1ma SN been Inn ImD SN Nea +am +raa ss1 NN Imo me 1mn SN 700 IW o sa 111 D92 n0A 00 Imo It" 1mo St Im fors Imo m t-A MIT Imo eW 1N.i uR Iron NG 1Na 1412 Rao ON 10n3 1In ImB Wo WImN 1m.0 iR Re.a s0 Im.o NS tmA 01 non +ae 1mB mI Im.o nd tm.0 m ton Jim Imo iN 1N.3 INS Imo iN 121A +ae Iron ma ta.5 uN 1ma Tm ou IA9 nm rs Nw 1m.0 roi va0 a2 1ra0 ab 12a.n 01 non lob 1m0 Rl 10.2 11n nob e0 1300 n3o I2B.a e02 1m.6 Mau iron am 10A5 uN vn0 N1 me u50 1ra0 eel TSB nN nn0 m+ wF Imo eN n0a rot tNs Hs +¢3 TN Ex B15 May 7" 10o m! 1m YN W.a all Ina m mo 11s He.! in T]2 at$ Ua1 n5 Ae W5 IMA Nn Me 015 HaI Ns AF tsva am IeIA mB 1n.s A0 1m0 eN 1ma a0 +A2 01 w.e en ++zz 00 aA 00 tue 6v ixa em SI ea 03 eN a3 Ne a3 ra Mt aB RA aid w] aw q 5 mF 73ZI la 140D Me n0.0 IN +tM &t5 w3 i+7 f0u eN e23 I51 PL1 NI Tu iSG m.1 eM d.0 m1 a3 Ow 65.0 Tn m.B 523 R3 mT m2 SW 11.3 IN m] Bob Ylln tm.i 0m 109,6 xV N.a Bm VIA Ma TLl 659 w.t W 5]a B'A T13 5i1 IGS ®9 ®A 6f1 SB.B eE N3 SN 121 aS ST3 sM ES 6m. SS] Ni ite M N3 Ql inN 655 oil 10.4 IDS T21 R1 Ra IS e. ➢ WA N9 a.l 91 80A Ii1 too 521 SSS Ia N3 511 a.0 4m ]60 9T1 1).0" I51 ]a.B 6i1 Na IR ]T.a ei1 06 MB mN Wo SQ 6U NI N.2 N] Tna -am W.1 Sn w.1 IX W.0 eG SS.T N9 Ili 50 51D ai 10.0 N2 43 NT Ai SN U.e IA Ae Na 10.6 4m n.o !O at m WF 62f 10i ei] bl 131 eW ASI I- Im °3A Ha 525 M I Na 3N AD IY] 41 Na AO IOI1!A IW M.1 ffi 1 3 dl AA 3f0 HF NA ]m M.1 ]i0 R.e SM ST3 Hl mT Nn WA MD A.0 81 mn 9]I MO 2!! 1x1 300 N.5 ]Se MO 83 1Tn Sa N.0 2a0 153 34 lB3 NI Koh 3nI n] S.e 255 MI H3 n0 251 213 2M 95 Mi 10.1 A] iB,B 2N I52 28] 1e.0 NO 161 "I'a M.1 n! A.] N2 nl 'Ar Ae i5e 1D.6 W NA M5 17.3 8i IB] 3]1 15.8 20] S] 98 1mb 22A a9 93 As to 2n lu AS +ei 2n 112 TW TABLE 4B AncM1or Table obal suuvaa B.Te Qtrc.2L eAk DA.B IMwCNU FYkC CMI GIVIooE ue1N 110'Eke 1Aaaaea o 51rfea YN'S9 Eko 11061N MYebel P129:atl A"cNiSR LIP Fko Nbeaon 1N'Gun Umum UOn:w vle GJm Unram 1N'EeoNwom AOevaaw UO¢w A9pie6smr &mr NA Sane P31 ee¢+fn61 Aneh.eCUPPallemP F Da . w r I ?Im 1• I alll I6.vC r aV! r z-I? r I s11C r BN• oa• 0.]N• EnCtlsem fn5 WI' INf MLI` 1Jf 411f l.11l' 41N• LIM 1-11f 1-IM 1' 134 1ST Wes IAIv:MA ®a10'Mn O.G /6Cm1eNNGGId dpIFb 1Y ]bIN SVO4 196 P.Ob 1NIp 210W ➢mlw mIW ilOb ]Il pe mute BbDs Hf 1p N3Iw ea IAMMe9D nOSd6V 2S IBOba 1 MV WA WA WA eWlw WA WA WA WA WP 6a We WS IfAOa J'MNO.GINI2CBMDk GIwIIRI ]I 5. im Pu MOet BBO Bn ISmW 1Bmlb NO Wa mOWe WA i600n 1186 Me IM Im21M fee 119M ]MEae®OA,. Ma a.n1U{ee.Imo.9YILn.(fp.l} WA WA WA WA WA WA WA WA WA WA WA WA 110be f AW.MIGL1p (GYJ. Sk INb 1996 ]23Me Wb' P!!ms INb MOIw n/Cs ]]DING 101 e. ]ARs IP- "'a" 2a10a nOM RMNms I.ISY OCIF[S 0"C.W 2Wb YAb WA WA WA WA 1BOIq NA WA WP WA WA H1 n1 N]Iw S101m NOTE FOR THE DFhStI WY. uJt lnc arcatrvrw�nrni�c+e.eu.uer.w.n��••.••.••.�. •••�•••-----��CIRCIED VALUES N1it lAtuw lot tAXnlYLean anrs�fw FIGURE]: FIGUREI TABLF.NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETnfL AND SHBET25 FOR INFORMATION ON LOADING, SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUGT SEUSED W PAIRS. FIGURE4: FIGURES: FIGURE6: •ff-70 • 2) LWEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE 3) MU1.UON 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 SHEETS21-n FIGURES BROW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIRMTIONS. HOLLOW AND GROUT+ D CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRMURETREATEO YELLOWSOUTHERN PINE WITHAN BD OF0.S5.ALUMINUM Sl1ALLBE6 TS ANDBEAMINIMUM OF.126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK(IS GAUGE). STRUCTURAL STEEL TO BEAT LElST.12T THICKAND A35 ALLANCHORS INTO METALSHALL EXTEND AT LEA4T 3scREfv THREADS BEYOND THE MATERIAL.010 S IM2 ANCHORS INTO WOOD MAY BETTEEL, IBB SS.OR 410 SS. OPTIONS FROM THE I'X2.TSXJ0V MULLION PRODUCT REVISED B1E pIIF e Flodd u1ln0 i nnYggDIM XDA-Ne. 17-0630.01 EPPtrmbn Data 05,262021 3u[ * : No.5ST05 d_ P.E. maaaOm Clopially Table ba161 OpgnNplA9tlIM1 0arm,T6nF)Ap6rrlUg nllGgn)9r OP5nFp NapW (Hbr�TyspmTlrg mll5da) ' SON WF "be WIA BOB IWes 1mN NOW 101, WNnWI+ inp•Itlmp. a IvadNSNI PealMllY[17.. Prden'ty 1mNC TeplMmyInd Im®ry Imdq 9mdnB ]m®p U'sgi�uo �ik� s #f 1a�� giEL§oif �� a� �RH TIUA eE Imn W 1ia )4 !m +rm eW vn0 WB +m.0 BOS in. s10 INA NIO IRA 521 IMA IHo tm➢ 58 RO.a L00 VOB sl NLLO IM Ir¢0 We 1 1IW2 Ma bi NW IrAA }0 +mA 41 Ime W SN 1r0.A om R0.0 BN INA JIM INA W 17AD IAN ImO W INA 1@} INA AN Isti 15R USA 6N NO.o m 1+82 ISR Imo WA WAI 170A Tn Ime N] INA N8 WI Imo IINS INA ¢! INA JIBS INA Ve Rao 130 Imo }4} Imo I4N INA TY 141.r lags 1r0D r]0 f 1rA0 T58 1W] Ne5 INA r56 Nln fNe m tmA eu 1m.0 BSA 001 tm.0 1110 R40 >N +mA 12)5 +m,0 eW IN.1 N01 Im.O en tiva Ibl +m0 BN 1N.e +@I INA N1 +m.0 B01 998 HDI +mA W+ We, 170A b3 IR.O r01 1mD tOJf INA mr 1545 11N Il¢0 0}0 1M.r 1185 10.0 BX IM.O 11W SSBs BR 1110 N50 d0.1 010 0.8 110 1N.a 10 +..5 80 BBI 1tse 1443 0f Wh lm0 BM IR.O TAS IS9d 1d9 1r0.0 6W IRA INS me BW IIB.e 1dB 141,) N9 1N.5 1d9 1T20 8E 058 1d0 tIl5 8E RB +p{9 11Y] 8r0 9 11¢B NB 58➢ 1NB 1140 NO .G S9 mF Im8 M 17.0 )W %1. -055 I51.] b4 RA1 NS 1]Sr No 1N2 PF I21.1 ITS VA %9 N20 m5 0u tW.1 TN 0.6 M BS8 NB Be 0.7 a.. rm Me ISIS 03 rw III Jae Ma INA BT 1A1d N] 114. Ab GJA ® I01.1 Bm W.] WJ 912 659 TIA Na Ve W u] 8N )a0 Ni 5f3 BT R] W1 WA 'A0 411 9W 0] Br mF logo ml 111.1 BN BL0 1]I Or.O 810 TOA RI 85.1 WS 0.] T[I )0.5 09 BO.T T11 rat MO 'k.0 MI BSI Sm SON 45d }H WA SBB 1 N.0 aN 91.1 T31 0.1 Rp r811 101.0 6N td.l Wl No 01 NA N} m2 BN IL 5]0 b.1 BN )08 WT S4I 0l dA a58 503 01 421 W 541 N1 ! Sld SE 31A 01 Me eig Ns1 BSA SN 8r.0 4Y d.0 8N R,9 4b N➢ 6N 0➢ Be N4 I4A IM M8 St1 +OS Ia ]25 S.. ]]J 421 2)A 811 810 412 m4 4® ad91 9➢ 4WSees N] 4Y 'dT bl 4'+2 44 4T.0 SY aB.) 451 l4 W M4 10.1 l5r ]20 AB 9.1 40 ]¢] ]m 12B 'ffi0 305 242 EB 1B.B 452 a8 J# IWh Al 95r M.B Y12 ]1.1 951 0.I Jlr 2!] J51 240 11ne 9Jr 252 )ae 21.1 951 3.T W9 IRO MT 140 ib 1SB Se} 140 A]110E]28111A111 e1 Me 9E M.5 3W 28.2 9N ]al 301 ]J.0 MS A,I MB l].1 'b3 10.5 1Y 28B 2911 ti.9 EB IB.O i84 14A 9M IA5 2m 12S SIB 11.8 ])3 11.a 'J]0120h M.T 2B '02 R9 241 2W aT M0 198 Y59 ]OS 20 14l EE 15A 20 1BJ 219 13S i0 I41 216 11A No 12.8 2N pB SP➢ ifA 2L 0.r 20 101 2G AAcImrCaWdWTab1eIBNI 91mo'ID 1. 1 SSGGTG. ..4N V FBIMRIU PTWm1 NSa M[M1mLtlp P4tkma A1MP)rL0 MWEIe0la[dal VP EkoUM[en SY6.0eo Uan[w 91YEI[e UARm n L/I'F%eUNdten "A EYo AgKdm S"a[o UpIV "'Na" A®mG9v 0109M Sun/m)9t[ea N251s1 {GS) ANSAI 9[mv {CW EOF Rf1mr al 1' 2-1IY 1• 2-K 1F_ 1' 1YY 1' 2 S J'JS 2 0®' 06< A., GANomSe 13'6• I.Y< Nn' 1S< Yt-VP NN' 4U< tVf LnN' T 13^Y 1dC Wn 2M vors naC./N 'a Vo0e1 Q1BI YOm BNm aL 01r BMm 1FNRB a0n �b SHm Waft VA. W. mJb N1n 44m YAm Art ve@1.15.6Ih O.Gl9t/rbapgalCgp 2r IWb Ram NIA WA WA WA YYm NG WA YG RA WA 6¢IES BW Ba 11Wm AARbA @SMIAQC./(LI'b3AgkgC9l 93j TW ar TWm HOMr 19W6 IBBBId NBW9 aF01N NN T601b 70Ib Bmm IBMm N2 Na aWM lt8m aArcroe@o.4rRla a.o /udP.IMi.+xs Alna O%iQ N!A WA N/A WA tIG WA WA N/A WA NIA WA IW WA WA tOM es: IArtMTFCpQi05k 1ffi DS 1[tlm ffin 4i5n 823m Gnu INb A. 901N 1Cr Ar i^]m MCA 1rON1 2211M 'rW lle 57 @1.1YNROCI FG[p 6j $tl DS SWb NA WA IW H41 IWm 1!G WA NG WA IW N1M {a lY 9Wm FIGURE I: FIGURE2: FIGURES: ANGLE CLIP MUST BE USED W PAIRS. FIGURE4: FIGURE& FIGURES. • THIS FORMULATO OBTAIN THE'MCHOR ICffV REQUIRED-CORRESPONDINGTO AN IAI ANCHOROPTIONSFRBMTHE CAPACRYTABL TABLE NOTES 1) SEESHEET 1 FOR INSTRUCTIONS ON USING THETABS ES AND SHEET 25 FOR WFOPMATION ON LOADING. SEE SHEETS 2A FOR GENERAL RVALIATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MWOR OPENING WIDTHS 0 ALLOWABLE 3.127 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE ORI 1 Fn IN THE FIELD FOLLOW WG OINIMSIONAL RESTRICTIONS SHONN ON SHE'S". FIGURES SNOW SUGGESTm. APPROXIMATE HC E LOCATIONS. 4)SUSS}RATES:CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOWAND GROUT-FiLLEO 'gyp CONCRETE BLOCK UNIT(OMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BEPREGSUR TREATED YELLOW SOUTHERN PINEWITH MSG OF 0.55. ALNAINUM SHALL BE 644!BT5 AND BE AMINIMUM OF.125' THICK. STEELSTUDS TO BEA MINIMUM GRADE MAN'0.045'THICK (IS GAUGEI. SRiUCTURALSTEELTO BEAT 'X3.125'X.5-MIRUON - )pyp eOUWON) IEAST.125•TFpCKAND q38. ALL ANCHORS IWO METAL SHALL EMEND AT LEAST3SCREW THREADS BEYOND THE MATER01L,1N0 S#12 ANCHORS INTO WOOD MAY 6EGTEEL ISd SS OR410 B.S. PRODUCT REVISED MiId%0'9'2 BU` Ma Florida NDA-Nn. 17-0630.011 B P"Uon Mt. 0512612021 * ; NA.58705 FL .E GA Milan Capacity Table (mel0al Opage.9 WItlM Vor3ANmyapBR11M IMA1ons) orapaNpO Height ((WhOlmrvaylpBMlg IMOam) In 60F 70N eB In Sol. loch 1Nh INN ish 11{2.129 xWvgla I a T".. 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OC.,...(a'.oaa Elp pt6 lk 1W AM )Wb SOW 980 Ea 141016a 0MM WO WA WOba WA WOilIN WIN WA 6W P3 0051b 11MR ..IIM a 1.ISNOLQE.I6ynR(.rNs CO3 4] MIN taa, WA WA WA WA WA WA WA WA IM1Ra IROIN 3NON, 4AMRm Ma'IIIM1O.C/QI ii6Anab PbaflW. R MOb TOM MS., ISO. 1696d Nods M..A 1W a5 ]WIN SwW WIW1 N3IN BOIIN 11M0a O A..a a.C.I0 IAag. Qb110`4" Na'. ItryW agol IN.. 1041 na Wom 1µ01b ITEM IFOIN am. 10IIb ant P1 am Ea 4MM9GOASah QL.rl1Q F'a.115•A1p "IS WA WA WA WA WA WA WA W WA WA WA WA NOW 2 .@2D..QC/FapgL OR Mlb SOON M. Tm1a 4mW WA M. msM WA 4W B. WA N11N I. LWb {AmAx ll l.iS Nn 0.E/Fw }.6R ab0a ImG W'A XIA WA WA.A WA WA WA WA W W Nt4 Itl'OIW NOTE FOR THE OFFSET CUP. USE THE SANE ANCHOR PATTERN ANDANCHOR VALUES AS THESTANDARD W P. FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURE e: FIGURESM. m M-0 Im U. [r] FIGURES: FIGURE B: FIGURE]: ANGLE MP (FIGURES 58W) MUST BE USED IN PAIRS. USE THIS FORMULA TO OBTAIN THE-ANWOR MENIT TABIENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADNG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LNEfJt INTFRPOIATION BETWEEN MULL LENGTHS PNDAR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION GUPS SHOWN ARE NOT TO SCALE FOR O(ACT DMEN SIONS. SEE SHEETS 211 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 ACI001 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SMALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF O. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OFA1 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048` THICK (18 GAUGE) STRUCTURAL STETS TO BEAT IEAST.I2S THICK ANOA43. ALLANCHORSINTOMETALSH EX)EI9DATLEAST3SCREWTHRFAOSBEYONDTHEMATERIALMO8 i192 ANCHORS INTO WOOD MAY BE STEET., IM S.S.OR410 S.S. FROM THE PRODUCT99REVISED Oym-101etl• IM 1ho F101da x0A-No. 17-0630.01 EapImUan Pate 051262021 :.aQNY LYNry 4.1300' Q', * f/; No. 58705 UJV iLS. 125' 6/�' 1 _ %AONN, 8 ATE F . I`X4`X.12z 1'1&/0t4AL i' MULLION A�510NMILLt'd TABLE TA NOIEon Ce 9andolob OPenbrg WNN 6a vaMCNrya6amJlp nIW01U)or OpmIng Holgh9(IcrIm=rAIya m1MP1UNm) 601n WN )O(n Mb Sob IO3Y lab 1Wb 160E 1 x6 x.376 R1lIrcWIY Lee1ry ➢ 11 I.., Pe.o. LNA'S RgYMap. InAIo IkobiµYrc Lae6n0 RWHVO. Lml. HtmiJv Lea6np TmATbA. bs4p MMnpWe( W., TnpRIVN. LSN, fleeLnQ+lar Iminp TmY)Jag Wry geabnpla L.ft 4ayNenp. WJn9 IhtluOulx ISNNO PANS.. tmdne RO N. 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IRO ml IRO iW3 Imo ]9l 1]0.0 111C INd 0TS 1"A Ull MA 9N 158 194 MA49! 15S! 1619 gOD IW] 1288 1619 1]¢0 1063 111A IBta 1ND 1W3 9l3 latl qOD tO53 min 1MA pW 170.0 )m 1NA 1110 IM.O No 9¢0 12W INS IW MAI INS 1MA iN6 IW.] 1N2 M NIA IN3 MS 1@ 117..1 INS Nas tfm MI Im ImB "er No I512 1618 1tR p min I70.0 W4 M. no M. 11W 170.0 M 1R0 ION INS NN INS IM INS INS IQA NTa 140 12U 14N INS Ila N7.I IIM 16! INS K. NA 1MA INS 60.) 1. LS.O 1104 iH Rn I)¢0 1W IMe 1I0 IN.O AN, INS IOW. I50.0 INS 'LASE I'M 1. 1. IIAA 100E 117..3 ILO $E413 O INS 1. IAA INe mo MM 11)A ION R,4 ItA 111A all NO tam II25 101E i Mln INS HIE IM.O m) IIaA 11N 1lRI 101] 198.E 1104 1LA 9N 1131 11N 1M.1 BR 99.1 1101 W 0,9 11" 101.! 94 ry.0 IY4 oI.B PoS 6A1 I1N W.1 BT OB.I 1104 p23 0$5 4 )BN Iml IIL IIOA W) 1mA Hn LOA NO TINS IU4 INS 947 1018 1W 110.E W1 P13 1124 ma 0.0 1124 M! 9W N2 1721 0.0 BW SpA HIM 61.E at 61.9 1124 632 SM 9O0 101.I W IIIA NO W.1 NO W] )M N] W 021 M ITS W at 712 W.1 ON 2 N.0 6N 61A No 0.0 W N.2 On ... N4 M.0 OW NN ON 4)] SM .b NI IQ 9U 03 A2 74 "1 GQ 636 742 672 Nt AS? A2 80 mt 0.3 i13 E 41S )42 41.1 64 11.1 )42 N,1 6W 31.1 ]42 19.5 693 us TQ R.6 6H 109b CIA ON R9 bW 621 6m Sl0 6)I 4 7 AN N6 513 .19.1 50 41A SW. n.0 Om O 21.3 5N n2 N2 MI 58 MS 161 22.3 fSa •A6 4R 105 6N 2A) 463 ttlb 618 3L' 6x6 6W No so 490 Im 412 NO VL9 4A N.0 ON x10 IC 12) 6 R n1 ON 31.3 sal NA C4 9.1 IA m8 YS 2U M1 16.0 YA 9.4 N2 1MN 0.6 M -4 4P m,0 4M MO M LS QS 317 4m N.5 475 •66 414 25.3 IM N.8 No RO 4n N5 IN 110 4M N.1 AS IB] 475 187 30T 14.3 IM 172 381 14b 54 330 A.1 30 9A no TEA m1 11.0 no to] 201 165 m0 I1.0 93 TARLF_ TH AncllotG ac TabN M 9u4pals*.. 22k Welds la.D 1MFIee1®mm AIV)T){¢OU6sm bIf EY°SM1C'Ek11SoNeNStNOSbIAlIC11orCIpPa -Y1 ALQe¢aev waM PWi161N SunIG¶SAN Na..MI2mr I- ]-1¢ NN' 1- a.f? I- ?1rs r ¢IS oAP1-LI• w4• wr rWV s.1 Ol/4• I-W- MI 1ST I-W INN w...NP(11. 1.1BWlea BW IN 10N0e IAIW ffiW a51¢a im Be .1n e X1 b5 U2M SWW4pxkva N RRS 0040.0 I.UM W.SOU CAP ffh.1jiWOa SWba N1010a RSRba WA WIN WA EMS WA m21M WIN Ilam Bluc0ua 01.IS M.b C.G lebn49e(OlOBe0CM 6U.4j14o0 We WA WA WA WA Iw01 WA WA WA Mo. IMSI iNo. IW Oa OW ke fY01b ISNU NO. No. WA MO®0 lam N=IN M...A 00514 IM61 BArchn®TBOM1 O.G /CjLSlabv dqf l(Fb.Ot INO Ov 1W71N 9OIY ]BHL1 mO6v NOh WA IHOIb ItEh 1NRY Iffi Pf 1mdW WA WA WA WA Wq WA WA WA WA WA WA I.. o%b1 9Ob 7O30v IRON WA 2NA1 WA 315 k1 Wq mi. "IRS bWIN 4 AKMB D I.I4 LM DC/F4Sq h.13. . NA IWA WA N'A 3Nn WA WA WA BQBa Bm IN 11Md NOTE FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CLIP. FIGURES: FIGURE2: FIGURE 9: FIGURE4: FlGUREB: FIGURES. M M FIGURE G: FlGUREB: FIGURET: • • • • • • ANGLE CLIP (FIGURES SBB) MUSTMUSED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 14 FOR GENERAL WSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MDIOR OPENING WIDTHS ISPLLOWABLE 3) MULLION AND MUWON CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET521.n.HOLESTOBEDR IED INTHERELDFOLLOWINGDIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO MTM COO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083T5ANDBEAMINIMUM OF.Z4 ICK.STEELSTWSTOBEAMINWWGR 9W.A.D.O4Y THICK(18 GAUGE). STRUCTURALSTEEL TO BEAT IFJST.i2S1HICKMO AGE ALLMCHORS INTO METALSHALL EMEND ATLEAST3 SCREW THREADS BEYOND THE MATERIAL.#103 #12 Md ORS WTO WOOD NAY SE SMEL, I"SS.OR 410 SS. =ANCHORCA13- IT 0 LOWER THAN THE MULLION PRODUCT REVISED mPiffln9 NIn HIS FINIft 6YI1#IAB G¢Oe NOA-Ne. 17-0630.01 ExP1Y9M1D Bate 05/2612021 FL NO. 5BT05 +� MUGon Ca ac Table W6)RI Open,Wmth(W,WmaRY-oWVWgm itiare) orOPenii HelBh1(Wl haaft000p iInficm) Wh WF min WF WF NOF ih11n Mac one 136•i Pecunpev .4. ➢p1Aey N[1p Pr.Ia1PN[. IUWnB TWT6u0. Im]M 14'RmPllar lmWp Tn]YMryI. IwJN ftwnnpiev amtlr'.9 TyJiMn6 ISJ^0 mv4nP{^r 4aFB ][[pMmO. 1®GN Petlnply LwNB inp'Men0. i Psl[nBav L-No LngrMlq. uaft m6WPir bad, lleyfMry. i P[bryly taetc Tnp'MmB. ] W, 11H0': Iasi nbe mee � iI yg i a oil I � I I I[s.41 10 11 1 1� a all II I I� I II 1 1g i al 11 �� 111l I II II a f 3 a Nh n&O 6W ImJ am IN. 7" IN. sR Ima m no.0 9m tm6 W] ID no 1mA Hte +roa out 1710 m0 n0o szi n¢a M 170.0 al Imo I'm Ima no It'.. I)M Ima W1 Nh n4o rm Imo m Ima vo +ma sN Ima V9z 1m0 9W Im0 11N Imo st Iron Imb +ron eR 1m.o un 1m.6 W! 16a6 I. lmo ®0 I. n0a eW Itea 1sN +mo aN W.M" no.o 7{7 no.o ® noo no R9n WI nm was In. WA 17.0 um 170.0 rE Into not Imo 747 IOTA 119e Int ]m 13U M60 Imo NO Hap me NI.1 1. 1. TN GN 1700 797 INN B12 Iloo On Imo SM INO 1110 170.0 1W L1no IE9 Ina an IUA IiO Imo BP uM H]e INN IN 1120 I]m INO ml 8 Imo mt 91.7 I3M tm.o a, WF Imd em 1I0a m1 110a lmi Imd ]BI 1NJ i710 ILA BA I.. Ilm t.A No %B.0 IIW 180 919 1112 115a 1W.0 912 .7 11m NIJ We IN.a N! 09.3 IIN IVIO no 6]N IN. Bit M. 7N IMI lot tma aW I= 1R1 tA3B 0II lml lost 1no BN 1m] Iml 1. 8lr RI lVW n11 WO so, Nh ILLS en , Ha.1 BH 6to IRI 118.1 e21 L mF t6T.1 iv`) 1140 ]W IIBJ m] 111.8 CB iNA p9] nt0 mll LOLL mi ImH J]I W.B 95r 1126 ml O38 BS] Im0 I. 69.0 BSl 1C¢0 i50 l W.B TN 43 BSr LBB IN TEn EF 1'Al ON 1313 6B1 IN'. 001 1152 SO4 91.0 MI 101.1 e!1 WA BA1 VIA ON 71. 90{ VIA an "A ON 7m no 0,0 ON no W9 l Ne ON IDS eN 01 em e mM 1W.I Ill ILIA WB BI] lE W] NB 103 m2 BSd Bm 66.I TII m7 6W 60.! E3 10.] NB N.1 R3 too 6W N.b TE 68.3 610 ! lb.T 6N N.3 1E 613 eN� Mh M-2 m1 Ime MO MA mb mb Sn E3ne!R 6]] m! me Ee3 N! N] 580 50.6 6m m1 CM N3 NS &.i 813 9 BIA b]7 N.6 6m 80.7 BS hmV 513 Wd Nl •J.B 313 W.! 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N23Ic1 eei Oc SIC ![ru [GN EAp 45mmQnl T bVT 1' LVS SLff T 2-VZ 1' 2-V2 S 51 ' 3 0.N' n6f O.So, E.nbt]nee I.,. 110 lY1' 1.Yf S 4V{' 1-Vl 1-Vl 1-Yf 4[/1' 1'/l 2 1S'Y 1IYe Mu 2M[f[[3®A]P kIrt 4G/519mYBOOkeI OQi pip 1Y �m 9Wm GW Ya Wlirn I..M m ilOm 91W Ylm BWm Sit Ws N2m 'ABm {AttNae®1.1Ye610.0 /SIttAIN D'6[hmeQi11 T3 Lam NOW N/A Nq IIN WA N1A WA WA L921y Bqm HAm IAfLfM®ThY1.41.1 (SI MSANkf1W /QI82k M. ]Wm 1M a[ 15Mm IW]m ]mim 7AW aWm IAmm .Ve 0mm ItAm [ArtM®O.aSNIAO C./Vl]q. Nn.cWB pG9 NA NIA WA WA WA wA WA WA WA WA NLm IArc1V7ao7Qio st 1$m +mm 2am N9Va gamW 9)Olb IV)m s91m QSm nam 2alm zmm 2A[NCO g 111'.. D fJFUI o4 NO to W. a, wA WA xA NIA xA NA N'A SIT. Ntm �m NOTE: FOR THE OFF6ETCLIP, USETHE SAME ANCHOR PATTERN ANDPNCHOR VALUES ASTHESTANDARD O . FIGURE 1: FIGURE 3: FIGURED: FIGURES: I IF RGURE2: ANGLE CLIP MUST BE USED IN PAINS. FIGURER: • TABLE NOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 21 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR FXALT DIMENSIONS. SEE SHEETS 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMENSIONAI. RESTRICTIONS SHOWN ON SHEETS 21-2 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. AI SUBSTRATES: CONCRETE SHALL CONFORM TO ACI "I SPECIFICATIONS. HOLLONAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 609ZT6 ANDBEAMINIMUM OF.125•THICKSTEELSTUDSTOBEAMNIMIHAGRADE33AND .OLS THICK (18 GAUGE). SR3lICTI1RALSTEELTO BE AT IEAST.I2STHICKPND/ilR. ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST 3 SCREW THREADS BEYOND THE MATERML 00 S a12 ANCHORS INTO W000 MAY BESTEEL 1886.S.OR410 6.& WHEN R IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED IT WILLYIELDAMININIUMANCHOR WHICH MAY BE USED TO QUALIFY PRODUCT REVISED VVellal glyinH with the Florida HOA-0to, 17-0630.01 EI[PH➢Dtm Date 0526/2021 11111111 I.,, � `'1,10ENSF O ATE °o TONAL IEt A LYNN MILLER FL P.E.# 511M TABLE 9A NYlIbn CAplt T.hN eflh 0,.M.5M41h Rtr wrtUR"MrMq Sr Ee.).,Opening Hebht(NT heA1eN46/1P.INAg NNIIOn) Sale Bal NF IS So 1 1.0IT 1x0N 401. Imh 11535.R0 Wtl.�b Thq]AenO I°ef"P W[hgJv LwJgq TNMm0. Lmtingp W[1m0Y.m TvNNSip. WS&. Pmlm r T,,R 0. LnEeyt Puivnp. S&I PrOUYUYr o T".a. uwfl" fn[Ieild. TnpNm0. Loodho Rae.I. TI9WIAmI WW$m WImSU TIP"MT .A(K A6faTube §m.gLP $Ioetl40 $IaOp glmMp §InS3M gWu $Wdom gL-'lS gLaft gL.ft a 11. US 90.0 US .I ]I ITS. US PSO em 1.. NO 11.11 on va0 I IS 17a me ..I I,, 1 %13 In. nn0 I BT 19aI tIN nag e31 IGA51 111E Imo m1 9%. 1110 Rao Ill OF Ir00 1DB tNA exl IIaD W0 flaD eN IN.e vle ti0.a 03D @41I og 001 t]61 nB 11o.D eR 11]] Ole USA BBO Bi.a t1e IroB U0 ffie B1e "10 Rao eq ]3] RB naB qD •A.eilF Ifi.O ](] 1mA eq 1mD WI 1]a0 ql 1b.} 9n Im,O B01 feteB35 ]OB 1111 eL 15P.1 mB 1018 PR ISN LN Bla 9x] 1Ea] WB }0.1 Bn li] BS,B 01 I3a] 003 R0.0 lB, Im0 m9 INS bB 1}t0 ePl 1RB e6 IqJ Bq 116e11.9 m0 Iq.. B59 1JL0 mD B2i BmI]9d U` R] &9 1N.8 mR q1 069 IxB.B m3 q,A mP IYB flfl®F fU] 1N IeL e]1 I141 ]<e 1J]] W 10P] RB 11]d PY MJ O1J 60 ]98 itl 101A ]Ox R.0 ]U all On m} )q BIS 1N B1] LB] UB 116 q] Sq OF 1x5] m IYLo 8R lall eR Ilix NB I61 Bll IW.1 m5 n1 IA 610 efl) OR 01P 319 eIJ BR tla ,® 51A 01/ n0 S1D NS m la1 0U ]Bl ]S ®F IN.e e9 111.1 0A Ri BI} SA 01B ]6B 6R Box 6'ID 0I3 0] RB 59d BII R6 IBL610BIl PLi UA Ni _4 BLI III ffiI e11 e41 Iq sse an elf qI US RF qd 31B VA LSD .1 eR 1Ax NO N,3 BU ISO UP SIA d an le.l 510 MS UB 114 65A Oai 414 ]IA 51. U.1 4a. I... US 'ISO 4. US n0 I50 Im MA )Od 165 ]11 661 Ke ePA 19B me el.e 141 9J >M LS 16B' I3J TB 931 105 U9 L]1 P0.1 <05 ]U N1 x6.1 Iq 90.I S, LLO 105]eFmS N1 See b1 61.1 NI S] n9 I6.e In I.. Dix 1a0 6A Re 03] 411 .1.4 m0 0tB 1,1 ]B.] 05] ZI1 NI Me 99p B1,] UI ».1 J,0 MI IH ]!S N0 bF UI 15 ITS US 111 1. Ure 909 SM S3 A]I He o xW 13.8 ]9 2L1 ne ]11 x]] P1.1 ]R 1T.1 ON 21.3 R99 lax Wi IP.P iq IS] W I" a. Hh ]Sa1 Sle &0 Bal x91 S] $N i0A .I tfl1 S] VA S xIB IBA 2n xl.] 9N Rd fAl 19A ].I I1A 91 U.ime. 91A x]B xll b0 'Ae xb n.l '1T ILA To to SI ISI BS 1n 0III IBP lU 1. 1N VS 21. 1Be IT ILL S. 1q ISN U. lW 162 1. 11, Im 1TO No TABLE eB MehaaCa Tehle OS aiGeYOb. zn WgWY IT NCae..I x0Mo1u F6M p1U PTWONT NUA pncholCpp9]6eme MMiyq wal'EMONt%m V,°¢al®m M 8'¢e ISMa1 YIC Bee 1ppn.l VI•EI Inicon -AS nm A®va.a Yflr ¢o IM:mI v1•w EkOSWI Alp[3v1a(ee (Cd) nznlM . 9aew (G1)1• 'Sl, 1' 2-1" b1SP 1• ]-V!' 1• bVY Y bIT S OAI• 0.6M•N.L 13P 1S'r ISP 1Nr r 4v1• 1-I/r 1.11, 11.- I.fm I... Y IS9• VRe]q IA.JWW 1%. .BONS INI., .... 'Heft 354. M. 1.m. 0510. wI.112m. bS.gblm ]W IE. WA NM N/A WA 1➢° IM WA N]A WA WA WA pSeM M tU w1Po.1M 6bOn 1b06. 106W NOTE. SANe WA I.Se ]46Ib 0q 09 ISU;USOU 1120 FeFmAbNmILp9� IS W0. WAWA WA WA WA NA WA NIA Wh WA WANIA BSO EvI/FChg1p.Ne1151. 335b may on. ib0t INOe In. U.IW IUISS I. . IRA21 Ae mOb]Molm 1.14 BM u.CJFU p4. e{ NO2, aU bS WA WA WA WA 1WW WA WA W/ N'A WA 2M NObe FIGURE I: FIGURE2: FIGURES • • FIGURE4: FIGURE 6: FIGURES • • FIGURE4: FIGURE 6: ANGLE CLIP MUST • • BE USED INPAIRS. FIGURE B: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTM- ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WDTHS D ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACTOIMENSCNS, SEE SHEET. 21-2.1. HOLESTO BE DRU2D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEP321-23. FIGURES SHOWSUGGESTED. APPROXRMTE FBOLEIAGTK]NS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AM M SPECIFDATKINS. HOLLOW AND GROUT-FII I M CONCRETE BLOCK MR (CMU) SHALL CONFORM TO ASTM G90. WO00 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF D.W. ALUMINUM SHALL BE W0 TSMD BEA MINIMUM OFAWTHICK. STEELSTUDSTO BEAMINOAIAM GRADE 33 AND .04WTHICK(1SGAUGE).STRUCTURALBTEELTGBEATLEAST.12WTH KMDA'9.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERNL NI05012 ANCHORS INTO WOOD MAY BE STEEL I"SS.0R 410 S.S. d L 1.2w F1.250°--1 3.260' UP .10M 1.16•X03SK.10R 125'K12SX.100• MUUKW FOR MULLION FOR Fff1DMULLfDUNRS FACTCRYWULLED STS PRODUCT REVISED BYIIIiMng Mbe th. FItHEa Nou-xe.Cotle 1T-0630.01 Nu SST(LS TABLE 10A MuOlgn apetlb9me pbem') LpetROq W ON parwrtae9Yap01uing WX 101n lob mtl mLLsom)orOpeninp Helpbt mb (bharlmMeltyspennb0 too in nNTmm) tall ",bb 'to b 128f926 flK1°AAWu lvWnO TgTrM1n0. luatvp PmLnelf Lwbq imp/rnW. IntliO PVMOUIv lee6aq rRSlriG�O. InJN Rulugulu led�p hnpRlme� lOvdN PVWipWve Lev6q TnpTAvnP InetlA9 RON'6tive LOWpD Tminnm9' bvJFO .^uWWu LvePna rnpT�lan0. lovEnq RvetmWhv lm9q TnyrfanA� lwEn9 Welryulu LoaMO TmTNry laNbp i.BR4 ANm. ibb,T A9u¢an 'E - as i as S E se I.. Ed 3 as s �� d E 3d gg as E B 9�'E i g�a ass E a S.. $d as C g se E� Ed as a a a€ sG R g� gg€ as 5 d P E� fa '� E sp �.. gd i as 'F E fi �,. Ede k '6 'J� ds3 n§ is Ao �E a is E ?a Ei as a 6lei i sd as E seesg as e Izm 110.0 630 fm.0 4ss rtn0 744 na0 Ne nn0 e% neA s0¢ na0 ea] 110.0 6n nn0 w6 IrD.O 671 na.0 wa no.0 6m Ima JIM INS 621 90.a m1 na0 Sol +m.0 I9W 1m.0 m 41. as W9 I E 5W 1r0.0 eW Ine 6L no Av nW 00 Ine n9] 'E.A 66t Ine I276 1MA en Ia.0 Htl line We Im.a Ir00 I10.0 6W 169.r t9ra n0.0 68a Ne.6 I919 n0.a 6aa 6nsxh +m0 #r pa.0 fie] 1)00 W6 tlm 691 ImA t51e naa IT Ima I15f ME m] nna 1A6 1710 rn 1r0A uW I'E- rW 110.0 Ir% 111 rse 014 .7 traa us m.6 %n Ine r50 SAN tyke r9r tno a Iled ae tm0 W+ n0a a1i ueo l% Ino 1. 1701 W) n o I'll nno 9u IN 1S1 n0.0 IW 1w n1A tyke Eel IN., no It" eH W.9 IT. veo Wt Job tym N6 Im.1 7.1 in.. vW 1100 797 MA ISO NLA no qaL 1nt in.0 vu U.1 un Ima WE HBn u+t van wn +]0.fi uIt Hal 1A6J mve u+l vna vol, me tsN vo.o +%9 nm Imo me no.a n5 fm.b Hn mo SEE Ho.o P.m na.A Wa 9s56 +nA Iro.D lals nu Igo Ima +on Ulu . 919 WS INA ME 1m n5 US I553 SAIo n] 19a IMS +010 IS Iom va0 9A n o rN tm.o oN lmo 9m 155.1 1.9 Hon .2 1ME 1.0 INF Jet TM INS m,1 1" "'0 Sao 'In R! W.I 9m Hb de 12I.0 On 1nl +NL I6AA W6 »In 161.1 tom IrnO L99 T. Ie19 LWE 09L 1199 1W0 I10.1 W6 101.9 IdI 119.1 On 9t] IW9 Im) 316 e19 IW9 10'll W 699 fA 69.9 iWE ett I10 6G 1aa9 N.1 Na Fib IO.r N1 USA N] 11n0 WI H'In Ia6 m+.9 W1 III] 111 091 811 1WA »t 19.3 %1 961 10. r1.4 H1 US ry 9.6 rN 11.A W1 r1.0 ttr Ile 4f 2.1 »0 9 Nln 1».0 oW IITF ie3 +10.0 d 1tn0 rR H.] »I IN r5] e26 0H 91.1 11A ]St NI MA 'to 60.o Na nJ at so tW ILt 1% OA NO 413 ml .1.1 IN 901n 16.1 6I+ IO 99s lt6 W1 119 US 61A nt ILA RS WI Ap 611 66s Itl v1 609 5f0 LID Ht IeJ 651 RO [197 6]9 M] All f41 531 219 RI N.9 129 91In m.l 6W nA LR I Na MA AIL 93 N0 MA W9 A1.I 6W m.s 6N ]n] 59A I3A IH 81 6W 9J IO as In 26J Me 11. <If UEN 19.I J61 SOJ RI IU I66 UJ I11 II9 11. ]1.1 OI 31.1 A% tL lot 9r.6 If6 i9) ]% mA IW 2L1 ]EI Snl :@ I18 I% 0+4 96 ILS 166 +fl ]tA 111N O.1 MI 16l IW IIA Nt 1. 39! L] NI N.1 ]!i ]n6 lm W.1 9] S6A ml 21J P6 .1 111 M.L IH 19.1 9W NA Nt IA' 351 to NI H.e Yi 1»le %] HI ]6A 311 3nP Re St. W9 _ vI »F Yll 4r 3n 2].1 3» 'la.l ]11 »J ]N 111 tm 195 ]H 11.1 314 JAIN 2to NI SIJ ME 17.5 US III 2A no NS 11.2 On TABLE LOB MCXor CepeAlly Teble115f) BubViK 2lIl O1El00 XtlGIW t M93 ME It. YE6•em va•SB BE01'I6'EIGe 'l len1U . n291a1 n29M M PemmF MATH¢ vle prn Wv[m of l3agvnem YHe[M L199[a Wfdm ur Fse MO[00 A'A uSHm, A'EI PmI _.oU 5E.An. 9non W9 SLIw ICu7 011erC6p FA -R 1' 3-LS 1' 2-VP 11/S 1• S-VS 1' E-VZ Z S12 e' Dp' OSf n.4r FntGTIeY n Idr 1Sl wr IS! 2 Lvr 1-vr Lw• t-v< Lvl• wr z 13:• IS'C Mn aAWIPI®AM Mno 6E,JbOR(MAI Me ft WEbf ... M' xx mote 16a19 »Ue9 PmW 9%IW IaoW 91IM 6MM WBIM 3511M Amy EEo ve AMom®1dYNIn AG l9bImN y/O'9eUmplMi Men, .em WA NIA N!A N/A 0ml% NIA WA IEIA WA WA &Rae Go. "I I wo.. MN.OF/(-0 daNpeGDArligm MEA no 6Nm 15n Ra IfEDI MaEI BbllSf NIA iEUlm rNIOi Bmb IBmae %EM 06M1Ae fiAIM HR HC IU IA -- A' - WA NN WA WA N/A WA N'A WA WA tYA WA NA WA »aft 3M14+®pN +MAIFiA3l19a4 to- i 1%b Sam Al M m21A 1]BiA tOOn 1P Pr 901m 10rlpA 94M U9oe 111 221b Zen 2. ®1.E9rA190.WF 3 lnbf ]WR NN WA WA WA lm'A N'A WA WA WA IW M16D Atl NI MA) SEA OFTHESELECTED THE PRODUCT REVISED comp N wlib Me Fl0liga B NoAJIq. . 77-063D.01 FIGUREI: FIGUREZ TABLENOTES: 125T 125q' • 1) SEE SHEET I FOR INSTRUCTbNS ON USING THE TABLES AND SHEET M FOR INFORMATION . • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION MET6W05. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLEFRI . O15L I11 ❑ 11A In r0 .......N bi FIGURE& 3) MULLION AND MIILUON CLIPS SHOWN ARE NOTTDSCALE FOREXACTOWENSIONS,SEE 3aa0• ate, 'S aCENyF••.� MOLE SHEETS21- HOLESTOBEDWLLED INTHE MELD FOLLOWINGDIMMSIONPLRE6TRICTIONS �`�:• CLw MUST 6HOM ON SHEETS 211 FIGURES SHOW SUGGESTED, APPROXIMATEHOIELOCATIONS No, 5BT0.5 • SEWED - *: •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPIMPICATIONS. HOLLOW AND W PAIRS, GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-N.. WOOD SHALL -�••W 77 FIGURE 4: FIGURES FIGURER: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.O. ALUMINUM WHALE BE 62B' .R 4' �A�•,• WA E �r'N 806&IMAMDBEAMINIMUM OF•100•THIMSTEELSNMTOBEAMINIMUMGRADEMMD ' R` •., .045•iHICK(IS GAlIGE).6TRUCTVRAL STEELTO BEAT LEAST.125'THICKAB1DA38. A11 +�OPo�A... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERWL Izs•xazsx.ml• I26-x3zsx uE4• %i S/ONAI. $�l`2`a • • • M10&ffi12ANCHORS INTO WOOD MAY BE STEEL.1&R BS.OR 410 B.S. MULLK111)U LIULUOULED LN`NN 11I�I f-L+" FlELPMLIONFONIT5 FACT uUUJ ULLFO UNRW ALYNN II P.E. • FL REA SB705 IHDLC I IIt tly0bn LapaMHhhlA (manta) ALa1MB SEEM ryr'IelNwy6DAIABIO NUTiOm) bQpanf Halam(bmlbOmBHSpvMry mwvle) WN EON Toe we we 1101, In IS +I6b SEAL 1$Sai9{ �10e6Jv LmdN I, 'Dap LUSUE Rcm16Mv Ued, TIEKIO . LOW., RUnIa3n bJ69 T.pT`a A. U.&A Ry1wN'ar bafl^A TnP76LD Leery Re.bVy WON TNFTI LatllnA NavryJu LeAhA TnpTnvq. Wdl^] PMerµb Lewin, inp'lNra LOWA RvumpAvl YNL9 T,eylnn& UNaS RxbnAJu L®AnA Tnp'hWA Ina16V a.E3 ANm.TtOa unmet a a y re 8a y 3 $G ? fig Fa d 6 3 J�'E 'ss @a 's 3e �.-. g� H Ea 9 a� $� Ta.- 6€ @a te _ $ f is a� 3s 'saeg ie @a S s' :� �� as n t€ $I§ f_ fi 5a r a$ s� P g� RR`s $a a 3 dg 'S �€. 8[ 8a § a4 2€ 3a LV ge $a &a L g se §_'d ? 8a i :_ �! 8s sa 9 z'e ��' Fa E F ^ fie�€ %e 9 � ¢,. � Ya' i �; ar, F8 yN INA uo INO US Ilna 714 net 1 IR IN. 6w 11700. US 176A A. +m.G I'D nb 1111 INA 131 nA.0 MA 110a IT Imn I UTS I I" w1 "Be IN 1700 wl "A 1)6] Imd RI ab noA xA imA vl naA Am Im.O 5u IMa 9E noa m0 INA Hv "..A 6w INA 1]rs Iro.o err nod Mt] no0 xA INA 17Co Imo 03 1100 IOU INA wA ITEA s2w UD RA w.9]5L tme m noa an non US +md wt 1mn HUE ?AA w1 Seta >Iw M. M Ia0 IN, in. rrt nbn N. TICA mA INA IN3 M. xE nO.A 1w3 I. ]fie INN DNA ImD rw wN nv.A m7 Seta 6v +m.A w6 Ima wl +m.v m6 naA let Imo +m Im.A em naA wl Imo w7 w.A +w1 +rzA ew +roa +an INA w+ no.A Sal naA Em Iwn slw +m.0 All fiAln nv.A ew nA➢ >w ImA Saw in r61 +ma INO net ne +m.A Ia3 IS w JN0 Ism 17QO ON 170.0 SITS na0 1033 Imn 91. USA faw uaI 310 INA 1Aw mA ]163 70.0 IBM wb Seta eA INA I's NSA mb non Aw' n04 SUN +>AA Us nA.A mb nO.0 IOU n0o NIT INS tvm INA Iw9 naa m3 INS aw INA INA W.E AND INA tnl +n.7 Amv INA SIM o wet ,me All ma m9 1m0 H69 1. IW tAa 1. net 1.2 1. im INA 1d1 17. INS IN. 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Te MA IIN Rr 610 we WA 9N TA] an .IS AN 1wd ASE w.6 an 6. in 1]l 97E m5 HIE 66D I]9 HIS IT 1is E1 wA .0r Ma In 61A ]w I" EL I" P6 w.6 n6 . nl Iwlm wS P1 N.a wI II.1 Pf lal 6e6 w.i nt fill 6N 61A PI P] 6w I1I Rl 140 6S 41.1 no &A W 103 P1 AS 633 214 7n ]Sn US DEY P1 EA 6p 1111n 16] T3A n] tll ill w0 610 66A w.l 130 16] NA 17.3 160 O1A wl 111 1)0 I50 6]> ]7,9 )30 bl.t fill 31.E :U ]SI wD aA mA It. w9 II1 JY1 ]9.1 Ew Imin 199 Aw Ifn 669 199 w1 )1] 660 UA .4 al] IU 37.E 6w 39.l W 933 wl 353. 1. 1... AN 32A Ill IIO 6N N.7 619 NA MI ]I.9 w3 IS.' 631 13.5 601 Wb %I W N.f 100 SB9 lll 'BA 316 'N.A IE z5A n0 1 91,1 la 1Sad m6 193 O> Za.A in 1),i In LI let AnclwrGapaclH Table Ob) SUmnTE ISs6IXne. Ntlmv WU F,NNwU FT . Inna A wma �w N6 Bc0mam 11 M.ULwm SIBe0 UNsm Lt6-EI<e VLam vP 6toUinca VPFat- ayps VP SS Flea Alalrtaan YM9Isl Sere Wl S+NH191e1pnNorCpDPatbma B[Iv1C� EnvICdJ Ealpvar669Aes +• z.Vl I•' zl/S s+B r SNr r znlS z T aB G3C ADS, Fmintetla n 1-W 13f wl' A]'e r ovP " S 139• ws16w61 :701M xwb POIm 91 A69b NICAIAMUU6 VSNN OC./S1dWN(O CI6e"U'D 441a iwb _ W0. WA WA NIA b7M NIA WA NI NA ®201 U,IArtbn®S NIn nII Sal r eClpfllPp 9j iwW 7wlm �ILa fAw N1 1w51b wAlm 60b NN ]Yllm 1/8 16@Im 03N6 Afl51m 1r2llm ILA NN WA W WA NN WA swaa1bA AN MIS, nbn >31h =IN 2AmMSG1.15'mn0,c.--IF1a 6T >alb 110b N4 IaA wA WA Iwb lUA NM W WA Nl bs 4¢En 'd11R FIGURE I: FIGURE2 FIGURES: Fe 0 FIGURE4'. FIGURE& me* ff 701 ANGLE CLIPMUST • ® SEEMED IN PAIRS FIGURE 6: TABLE NOTES: 1)SEESHEETIFORWSTRUCRONSONUSWGTHETABLESANDSHE OFORINFORM MN ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOAR OPENING WIDTHS ISALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMFIJSIONS, SEE SHEETS 2143L HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REBTRIOT.ONS SHOWN ON SHEETS 21-=. FIGURES SHOW SUGGESTED, APPROXIMATE HOME LOrATONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM 6 0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.W. ALUMINUM SHALL BE 606-T5ANDBEAMINIMUM OF.100•7HICK.STER STLASTOBEAMWIMUMGRADE33AND .045•THICK(1BGAU0E).STRUCTURALSTERTOSEATL T.125•THMMANDA ALL ANCHORS WTO METAL SHALL IDUMD AT LEAST 3 SCREW71'AFA0.S BEYOND THE MATERIAL 010 S M2 ANCHORS IWO WOOD MAYBE WER,1B43SS.OR410 S.S, RIB LOWERTHPN I2TX3.9CXbl0- MULUM PRODUCT REVISED IOU, Blying wiN FAA Florida NOA-Nn.COU 17-0630.01 EAPlmtlpn Data 05262021 * : A. 587M FL TABLE12A MDIeDRa Ta6m 6sir AEIIa Tubo NIn NIn SD.®Slo yp BOF qp L 6F mF Rp Smin nln 98F 1WN 111E 1mN INN OpeNP➢1MaN OorwR@gsDa1NPJ IIBGm]e) or OPenNB TM%m0. ImanO nn0 Va0 tlo0- 1R0 1R0 1Ro ImA i]0.0 IR➢ tm.o 11a2 11.6 6fA NA A] Na19M(m[Iv1IDrNIM-lPmaf]U sxt 6}T ]n ni IS; 10m Iln 1]If 1I31 1N4 "B" I= @3 BP N9 R[NrGuly LaaSM 1ma 1RD 1ro.0 1]0➢ 1R0 1Rd 1]DD 1R0 IIBB fiiA OB.9 P] 6f.3 11.] 21d 1WF +BID un P94 f%4 1)!1 1n9 140 M! 1960 iW1 1390 IM 9]1 Bn RB 510 lrMfW. WaaD m3 1RD 1TlD 1R0 IRO 1R0 1R0 1m.0 Imd 1n.1 1%.0 W %! 11.0 ID.S 9.B sn sW iY en 1® 103 1210 139] 150f 15W 11N 1010 B15 ]li 060 +N mlti^Is) PmrnBulr Ias1F9 ImA +mD IIOY IS0.0 Ira➢ IRO 1)0.0 IN.e 19A 114A N.3 61A 4]t 13i dt! ia2 fAlfi tNe ITP trW 1B1J 2R5 ID1 SW Elel 1Bn iN1 1]W 1L9 Blt BI9 ]W 94]%en. IUNN n3.o RDd I)O.D 11a0 1)0.0 TRO ilOd 1Ro 13fA 14).J 09.0 R2 40.0 B %I MD ]Se nl 1W1 ll0e 190 Nn 13N 14A 11'R B9] 196 RvadnPlr 1®6iq Im.9 nna +m.D 1R0 ROA Il6] 1lIA 1M.3 1%1 BO➢ t10N ms Ivn 11, 'tlJl i+rB 'JSn aN] 21U 1+6D 1M1 inPT�an9 LwWiA vD.O nO.B Im.O Ina 1Ro tH 1R.0 1mA 1%.D 1W.3 sN m0 m6 n1 1� 11" 12W 15A 13H H59 11M RxWypf Icam@ 1RD 1rao 17" 1]0.0 100.0 IM'9 1]38 1W3 @9 Bf6 160N 19N aer BSfO NIB 10ID Td] 2Nl 21. 1M0 ion TmprteuB baai9 n1a 110d IRO IRa 12 In 1R0 1@] M1 ee0 all !AI 1In 1111 13n InD In1 RrlanPiln b+QP s non nao 1Ro IRO im➢ IRp IRO 1711) 1R.0 1in0 170➢ II]A 1W3 BS4 75Z l93 pM nD las )R lW 8.9f WO WI 1ftl t1II 1131 1R0 1Y19 %1 all ]n NB TeWRlrq. lyy]nB nad R0.0 IR.D 1mA 1R0 1R0 1]0.0 170.0 1]0.9 1)0.0 1]0.0 131.0 wo In.3 M& ra3 4ss 44 5n n2 RI TI9 ]Iv n0 W] Rl 11N 1W9 an BR TB 6W Faale�NJr lmere IRd nD.D Im.D lR0 Im.O lmd 1Rd Im.O Im.o 150.0 1z IN, 6J R.9 @9 X+ nN ]u nD 098 lID 1110 1109 IBl6 M. 1WI 1593 III9 9I1 919 ]W W TeMO^nB 1®F�9 +mD Ira➢ 1mA 1R0 1mA 1R.0 1R0 tR0 1Sa0 9aD 1%0 19A 310 BIL 61.! Na m 6N Wl 6% R] BW ®J IOm IOW 1110 me tom AQ 09 ]n 403 RetlnAlr 1^sSn➢ Rn0 RD.D nvD f]0➢ fR➢ 1R0 17a. IT00 1)W D0.0 12td tn] ]l3 n.l n9 ]l2 TOM ae W3 tde 1118 1N0 1]W 130 1N0 1419 1611 1]90 R]9 WI BI9 ]n 610 IINSO+^0. i°°a�V naD tm➢ IIaD IS¢D 1ia0 fR0 1R0 tiD.O 1]0.0 Rao 1]fl0 1112 ]]1 RB 111A 31P HIS %e nB BM ]!4 Bra NB 10@ 11ffi 13W 1350 1198 iWl G9 %6 Wf +D1 R�emryar I�fnB nne 1RD Im.O 1R.0 1R.0 1mA 1R0 IRD 1)0.0 1m.D 1119 @ G.) wh m nW I1m 193 111T IIn Ine tm) 1194 1NB IIDB 140 TnMemO. L^rl^: tmD 1m.a .... 110.0 1R0 i]0.0 1]OD 1m.0 fr0.0 1R0 Rla 049 n.4 @B NA i2 M3 am 19 !A B41 1015 tON iZd IT 1]69 IIA 1WI @I ]W 6M NS Fe6Wn0u:r 6pF vle mf i]I6 1tl4 15W i6]J 1T51 191] 1W] 1061 RB9 RID Bl1 n9N] m6 3N tmLR R0.0 RDD 1TOU I)aD Mo 1R0 IRO 1]a0 16f.1 1@] 04+ B1.a 0..9 40 -a 2A3 ti).. N5+ W.9 YI 1]n 199 @] 6SB a13 1J90 m9 T. BR 40.1 RA 621 nl WI 9.0 0]t HO )Bi )21 8i1 109 71 N.0 T% 31.1 nB W] ]N R3 m9 ]l.1 )II W. N3 9? BIO RB 9n 3+B of 21d ]n Bfd n1 T].e )W AA WI 640 1B.0 4N 19.6 5n fi2 1% ANCHORCAPACITYADJUS 1].) MB 159 4<0 y1C Eko V[®[m I Vf n[DVfRRm I61aw ]'I6'EIW IR]Sm I llf haUlrrbl ma.1OaPPOmOm• FIGURE F.GURE 2: • FIGURE 3: • .IG:RE4: • FIGURES: FIGURE6: • • F7 FIGURE]: FIGURES: FlGUREU FIGURE fO: ANGUECJp pA6'-II NF-I^ylI IR I�1-II IpITpI�GAyp'I (FIGURES MUSE BE USED N PAIRS. OPENING, WHEN N IS LOWERl]KAN IHCMUL CAPACRY(FROM THE TABLE) OF THE SELEC MULLION. a WILL MEW MINIMUM ANCHOR CAPACITY WHICH'MAY Be USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. R VALUESAS THESTANDARD CUP. OCIRCIED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 26W TABLE NOTES: 1) SEESHET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEESHEETS2 MR GENEPAL N,TAULATION METHODS. 2) LINEARINTERPOLATION BETWEEN MULL LENGTHS ANDIOROPEENING WIDTHS ISALLOWABLE. . 20 B)MUWONMO MULLION CLIPSSHOWN ARE NOT TO SCALE FOREXACT DIMENSIONSSEE SHEETS GESTHOLESTOBEDRILLEDN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN WI SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETESHALLCONFORMTOACINISPEC lI nONS.HOLLOWANDGROUT.FlLLEDCONCRETEBLOCKUNIT (CMU) SWILL CONFORM TO ASTM CSO. WCOD SWILL BE PRESSURE -TREATED YELLOW SOUTHERN PNE WITH AN SG OF 0.65. GAUGE). STRUCTUURALSTEEL OBM EATEA LSS 11IADA 2S THIG(AND/3fi.A1LANCHORS NTO METPI.SNALL EXIENDAT�LFAST35CREW TXe•%25'MULL0N THREADSBEYONDTHEMATMR A106M2ANCHORSINTOLY DMAYBESTEEL. 1&BSS.OR410S.S PRODUCT REVISED BOIIEInB COYOw9M lM1e FlWMa xoA-nr. 17-0630.01 EXpNR000 Pate 052612021 By P]raDDt Dr ]D A No. 58705 FL P.E.0 TABLE 13A Nulfon Ca o T4bb OpenlnGINIft(hrSeNWly]PBrai10 mWm)orOpenhq H/Ight(lorh70axAelha-4 NlmR 11.) soh Oh Rh e0h Wln tloh iWF IW In limn Ravlrglr i®jiAa,& pdrOnr Top/IY,rp, WI.WIll TePM" Pocmnpar ilgJUr RxinpEr T�wVTAnA. 6xImW1^ T°r/nlne ]klrVWa TrMAvq. Lea4Y Pechnp{r TngRY�a. INdN ImMO 51ccM1npAee TyJ]tlnp. IeaG4 lnadl9 2i6i36 Lmalo un L *o LaednO LnadR uA ImdW Ie+6nG Ipmr{q IadN lmdM Lw99 Lwdlq Num 4wm. Tuba a a °�� M n e e� ? b• s_ g .�' _ �gp . qg pp� 6g $�p4 Egv" �8 'a$ a 4S i2 55p sS it8 @d g s� ge 83 s sg as ��gr s2 5b i 9 x� b$ �s §e4 a 5 pC w4 e 5 a yp 5B y! �9g Imo W ilaD Om Im.O s09 +ma 6B] naa sm Ir40 n+e Imo ss1 tm0 Ixa tm➢ III +lOd +Ns Ina sxf in. im Im.O m Inn mm mo en win tm0 6m m- Ns fm.p rN i SN 11a.0 OR Imo con L7aA 11M coo m Ii6a im 1]a0 eq f70A 1417 Poo eW Ima Imo mo 1R.0 Im9 Ima 600 Ima m Imo NO mh 1Ro TW non 524 iron ® +m0 m0 col Iroo +W6 +ma 6W 1m0 1115 im0 TGI Ina 1w nno rN 1m0 +wF Ina ma +mA I10.1 44o TW im. 'm@ Im0 To n46 ]m+ Imo Ti0 Eo.6]SF +mA lO +ma R] ImA Om Ima 69I 1R0 I1m tip "A IRA Qn +m.a m] Im twl nno col 1m.o 1691 Ima am Into Len 11 col +m0 col n0o col n00 2ma rmo WI Wm Imp ffi Imo el] mT IT- Ina 1� n4a rm tmo n40 na.a 616 IRA tur Ima O v40 +sW coo We IRA rot +ma Im] 174a xix I140 ton Imp brA 1m.p If6s Ina ]6ll no.o 10A Wh fl4o BS Im.O Tie ima m ina 1Jm n40 WO m.o 1. cop ma ImA im Ina 1me no.a Ima np.o i@ nn0 col non ++m 1Rp ]W] Imp ttrl Imo xa15 nap nn coin npI m Tr4o Tls im.. 116A n pW +ma 1]61 coo T. +mA 1650 Imo mW tool I]m n0.0 Tm no.o fete n0o rno nno x]u n0o rsm Im.o RRl Iron +xm 1R.o ]+n n0.0 12m 5 mF rtoo pn n4o im +roD +m. um- 7aA ,Ma rtcA uA Iron IRV im,o Ixxe vo.a Ipu v4a 1]I6 tm.o TRs Imo me] nno x550 ImA im im.o 2075 1700 ISTA fmo &W 170.0 I= 9 Txh tro.a m t]4o ns +roD 94p Im fAp tm.a tom In. ino Top lo- Ina +7W iron gn IR.o Wla "Mo Iwf {ro.p EL] +cop IW5 Ima xmx coo t6E trp.p 514 tm.o tm4 IU, Aw 94p IM mF lion llx] np.p mi IrOD Rm Into iN1 1R.0 x?i] I140 1%1 1m.0 9B] n4e 1TW ROA 9II9 110.0 lrri 1m.a 99m n4o Irm `c mh tmo 1161 Im.o mI IIOA 1311 1m.0 1110 1740 N11 11a0 Ixm Ima mm IRO on 11N Iron 1`A1 im.0 1:R Ima IDm IRo 4M Ina xlxs 1m0 I&] na xWI 1]00 tiro 1mD 2MII InIl RIO n4a ]1m Iron 31]5 Ise.a ]l1] Im.O m3 nB.9 MT 1rW ]]61 Wh +100 1SA Ima 1]]R mA nm 1>40 14L 1m.0 K. 1]40 1BII IRA rot 1R.0 Inl fmo :SW Iron I= IRA R]] Ima R63 10a0 91w 1m.0 'A]9 In.t 3I90 im.e Tlm IRO ]IA9 1511 NR mF 1]ao R0.0 1111 T. ImA 1no tIW 170a 1913 1m0 %7 IR1 IIT 110.0 fom ImA x5m 1m.o ROR 161.8 mi i7oA Rr1 Nag Rmi IRA ZW Itla Srm 140A mi 75.0 xRt Ina SD! Q.7 xi01 11eA zoo "Rh IRo 11]4 IIOD 1� 1>aa IR0 1]0.a ]rm 1)40 14II IRa 2m1 1Ra ]ILO 1515 RSSf 1023 Sig IRIS 'AY2 1W We In, m]i 1Rs.l Rim m.0 1 113.1 ]I]p MA '6'9 1m] '� 111E IMh +n.o m.0 t6H 1i11 IRA t5m 1RD R1.6 Ilan 165p Isel Em 1540 'oIR ISlI ll9 Nt.1 19]I 1m1 II5x mIS I= +W.l 'ffi 1161 Ipis m, col 952 a)A 10R )]1 ]TB] p60 tme mA ]xSr 01I 1]m INN 12s.1 +SH +?66 tlg 1d] 1%1 Ibal z oel 15G RS 1M i] Iml WI mW e0s im! nJ f]n m.6 121 611 l"s 15& .W.O t991 N.r IYI 4a.x fAH tl.l 15& N! 136T TABLE ISB Ancaerf:a 9Wedc R.h Camale AYM'Typt 1'16•FYOTOwM W'B"o1rmM=1 ].Sk [am. yaC Etn Mamm Tahb Iftl M4a6NY F UE el 1w1 l W III'66 Eto yA 9m 1K'sa Eko t106mtl /n6Ri mJ Red L18•FJm1APFao 1IP Eko Vevem �� U4Cm AmnGtaa Bdev (G516ea (G51 6iM(Ga) MCHD7Dpp Padema Eapa TamW(N1 _ 1 11R' t' T1? }VC 1' R-1 n' 1' 1.1? S }tld SOSRI' E meeunem p LN4' 1•N4• lar4- fiaa• z 1-va• tnt• 1-1n• 41N' Lv1' uvr z 1Jla' lye' �rbl zArciron®las• Fa.c.lennava uoRel GV ]m Wa 1.IM gOW 6W Lee tMaW Rm lm RBo la aM lm Tw lb ]N lm b`A lee welm XToe Nzlm nXl Oa n U acox]: 4M{Kn DA6CNhoGI Se o,,(aa 0@¢U 6M Et 7Wha Rap Oe &V IN IMOU JRJxIm SIa 6e m01m ]m rm INohe 740lm YnAa IBmW mxW cos lb tl0 P!WW eAxKn®L>a'YhoGI6mnN0(oromaVnh p4N ++1%OIW LmIL I.M. Sp01m WA WA m01m NIA ImSnn IA WA WA 1JB3m 1]]0 a. 11ID Ip lMMa 0S WM10.6./RISIa Mjf Cr{. /4k.5F 100 ka )mW fim laa 1w0 Wa '.1. 5w t! YOIm NIA MW iM lb Bw Ra Imib cox pe m91m lm pgntm®SaM aC.I R1Rd MpYGtpa/o6I. eF 15WIM 1aMd IYnW ]I]Olb 97W 0v If6t Wa 11%Im NIA IBmlm NBB Pe 11mm R]Balb IbaIW no 1. ixw 1xM[Apn @113'YSL 6a.1171 x+007aL Qya/EST 7{ 1m01m R1WM INad Tmlm WA WA 1]A Rf WA 1500 Vn WA WA WA 10m We Dlillw 0%D 4{ WA WA WA WA WA IA VA WA WA WA WA WA NM 14.. TOOSTAIN THE•ANCHOR 4Amlm®1.]I'Mrt O.GIUCIT FIe.11SAUn.6.i6Y WA BAIeIm6ad'AIX 0.GI VC{p. Ne.fil AWn. a'la. of WA WA WA WA WA WA WA WA WA WA WA WA WA WA ]E911m 1-2o00•�I xMtMamlM'V.O.W FIIp a416k �b ]W al 1`Laa m01m lelpnp 9041 xmW 951N TIOIm ]141h RBNa NBW 3111m Wlb YOFa IArLMaQ l.l1'Vn. O.C/f[]p (F4. 11i SWM IW laa 5nM1Ra 1]peW WA WA F/a to WA 9]Pe WA NN WA mI P1 6m im tlmpr 250• ;OTE:FOR THE OFFSET CLIP, USETHE SAME ANCHOR PATTERNANDANCHORVALUESASTHESTANDARO (%1P. TABLE NOTES FIGI&E1: FIGURE2 FIGURE3: FIGURE l: MUMS: MUREO:RGUREIO: IGUREII: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR NFORMATION ON ING. SEE 24 FOR TION -ETPODS EAR ION EEN LL HS ANDJOR OPENING WDTHS IS lflm '� '�' 3)MUWON AND HOLES TO BEULLIIONCUPS SHHOIN THE FWN AREIELD ONOTATO GRIM OR E(ACT ONENSONS,NS SEE SEES Fm TIMINN ON FIGURE& FGURE 6: FIGURE7: SHEETS 21�n. FIGURES SHOW SUGGESTED, APPROVMATE HOLE LOCATIONS. ANGUE CLIP 4) E SHALL BLOCK NFORM TO ASTM �W- WOOD SHM-1- BE UTHERN WITH FIEUDUE P Ro.SE BEIAT SUBSTRATES: .12WnOND ITO EOA�MG,&LANCA S IKO 0U� SSCK�(1A1�GA ATAY H TURALSTEEL TOSS. OR 410 S ]'MU1iANy PRODUCT REVISED plying with Uvo PlorWa Building Coda NOA-No. 17-0630.01 EnPImtIDn gate 05/26/2021 FL To"Mull 4 mvll 1 1 6�'Ib Ig9g ��g i y as age, 6 1$ ail I$ TABLE 14B MDNorcmk5lY rmle pek ' n7t Wr�e >Sk Cuc X[ wu Flt56N PTWo IAe9 9WwK IM.44 Et0 Nli Eko VO'695LD kW SYd NTSs1 Al2gCei '�� StCEtDUVST Vl IXYV06v1 SII6•Eto IA�T Y16 Ek0UDr1[tl1 W EtoNMT AyIV M4T AW�P yRi((�.i g<m tyy) .—CO MtNDrc9p Pkbmk r s+x r xw• r sva z nY- ov ofiu Eoaoe�me r aim r ais sw- s1u tvr +nrr- +-vr wM 1.vr r tm• +sa firs - tmmWuv +sr SaM +vs +aM r 6tl Ce SSIILf WA ]H'M ]Y fe B50 f6 +®3Yk ®tM 6BSP M91r6 MM®SYAQc.I[B35AIp1C(Y9f/ 1 ]Bllld ]91 Ci 6.DIm 19nM tYBCf TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON MING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVNR OPENING WIDTHS 19 ALLOWABLE FIGURE 1: HOUSTOBEDRU ONCLIPS SHOWN ARENGD]UMSO FOREfNCTOPBSNSIONS,SEESHEETS21-2B. • � HOLESTSHOWSUGOIN TH.Fl Ro OLLMHON IMENSIONAL RESMICTIONS SHOWNON SHEEi521-24 FlGURES BROW SUGGESTED, APPRO]UMATEHOLE LIXY+TIONS. ANGLE CLlF MUST BE UBEo IN PARiS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS. HDLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO AETNI C 0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SSALUMINUM SHALL BEM63T5 AND BEAMIMMUM OF.12S THICK STEELSTUDSTO BE A MINIMUM GRADE EGAND.044 THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.I27 THICK ANDA3S. ALL ANCHORS INTO METAL SHALL E ENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 6106 M2 ANCHORS INTO WOOD MAYBESTEEL, I&B SS OR 410 S.S. Y Y g o 0 a$` Z .//1 w PRODUCTREVISED .. ...... ..IYD R WIM Ute Fl.dd. NDMID.0 Ju 77-0630.0l EkPlwRon V.w 051262021 miDrD P.DeDk coDw * ; NO.587O5 A.LV UKLIER.P.E. FL REA WT05 TASLEI5A Nulgdn C.".Ky T•bl9Obelfl° pining!filN (ISNNealycpert9ng muft.) Br Opening HeigM(SaTlnlimnie9ywpYYef0lnJOpa) WF min ®F vBln ton. 1401n loan. I I.. "Is R4irwa RxfNBn R+r/IIINp assypas TyTAr9. RaacjBY xevpTbp. fle<INyly TNP•Sneg IYCWWY TgTSma R®fuWIY Ter1MYe1. IYCaigWc Tnr/Map LreM R¢Ynpan Ics9c9 ➢¢IMsng Iam5n9 RecMyln Laedla Imd, LmM9 LMn9 lasdn0 loofa Lead. Lm®p 1m1F9 Lrdcq LwA19 Lr9M Lanka Los In I'mm, i35 30 OEO.AL BAYUULLf g a g@ g 8ng §g g@ F �gg = gF 0� b � ' C €5_ Og {$ d F5 J�y'.�®9 R S 62�:, uhl a g m 1m9 4" iron ® nno ]m In.B 99x Imo 512 IN.O ilia +N.o WI ImA "ao I= m lmo 14Y noa ul Ina Ins nao m n81 mo Imo W1 Iran nno eN voD 4m IroA We Inc B4 nao en lino nv +me WI Imo un +ron 6v +m.o un ITIO ea 14] I54 n9.e Wo las Ian nB.o 6m nu +m Imd con YN rm.o rol nod m4 Lana nW rani Ime W1 1Too 1. 17MI Y4 Imo Hn Imo 1a lino tY5 line xn 1W3 Iw INP >Y 1358 Iw nao T59 1n.] U13 Imo Tm 1BLe +la Imo xW m4eF Imn ra non W] 1N.1 eY va Imo ml Imn Ivy +m.o em I6n1 va no.B en lY3 1Wf lmn eye n3] 13u no.o Y1 lW.i IW3 Im.o eY g12 las! Imo ant YF noD Iv non en 1ro.o 9se T. nop tang 6Y mr non 18I.0 nle nno sR lY.+ I]le Tana FI I]A9 Lila 119.6 4J0 H88 file I. vu 21 Itfe be.+ N] Ds] lim +a.l N] n+ tAe IKI 813 mN Ima W9 Im.O xM tm.0 Ifle lm0 BW I%] 1160 1810 9U 18A 1150 161.I BN Ilee IIW IN.9 096 10J.1 1150 IY] SM 1I8 11W 188] 88 ]SI 1fo0 1R3 Bm 6!.] 1160 18] eN e3M Lana WB Im.O )1! 159 1NA 14.4 Ids iN.6 en lane IWe 1.. al4 1N3 1Wd fy.l N0 N1A IBa IrJ.I 9la 01.1 Id8 IIflB Na )v3 IdL IDEA 8:+ BI] 1p8 10]] die 9.1 t0a ta].3 OIB tlF 1mA 911 Lana nl B&B BN .I TII 7e3 B69 93.0 719 N.4 eW e6]' ]Of 60.T 6tl N2 Q] W.] Nei NS IN 41' sW NA Us nln IO.B O00 111A )M InA YO +]6A Ta IBae ]n 11 ae MA Ba 69.B ]W rl.l 09! IaB )n s11 e l 4].B, 1W e].1 n0 10N 110.T rNl 1]!.1 BW W.0 rBU iM.4 Bie BSA 1n W.] s6] )lB ]W ne w W.5 M B8r 4] ]OB vn1 eN )nl iW ea9 W] WY ]50 n.1 631 W.e )W me W3 WA i60 6]] W9 46] )W SBA'91 398 x50 Y3 WB ]6Mn0.6rYl+In! 40.1 f® N4 ae Y.1 W3 a9 46] 308m 98.2 ad a9.9 eW .Sl.] 4a R1 SW ill ]e0 0n1 Y] RD al !Is M Y.e Y3 491 fA 4B9 r!] a0 r1.] IW 18.8]91 49]61A4]I T.1 4% ]99 4il ],1.0 4W b.l Y9 'y.> a5 ]3] 409 He 4W H.t IM :3 ]W ]1n ]V ffi8 991 ]21 ]x0 LTA IT 14] ]]1 N.9 IN 1rA n5 ICeN rl.l '>BI 4]e ]W Y,e EI Z-. ]tl 2we 301 91.1 M At ]9t 9b 39 111M ]64 ]N W] WS ]29 TB SLO >79 ]).! ]N R98 9a3 XB 3I0 ]5.] ]'A 21.1 ]W r1d ]Is tv3 ]10 ]Ile >n 180 ]N 141 ]05 INN 30.4 317 ]Pe 299 E] JIT ffi0 TDI 31.1 ]n 4.5 3W 19.0 ]II 198 ]n 1d.v 31i ITD 21] My,+T9 ZID 1}8 2n1 TABLE 15B Aneher 6m1Vaz 3.n CYLeY Ca 9.Y Cann TabN ba Ndl»LA111 FMLMII PT VRCE WM A..TY LIB'EbJNlmon IIrE IlIoan Y16'Eka aM1rsm 3117U.M., IN'EM UGa'zl 1Ir e8 Ebn Aa0ia0aNc Yt4'Ean LtMom tH'66 E¢n ApRGMI IIO SIrI esIMlr+T 91261s1 6cmflWl Y3oIM Stmr0+f1 AIIMofC11P PaClme r a1D' r ].ve ]me• r b>2• r zlr r Sane r BAe• nsl• a]x Ee9c vuwn. fey AYa• 199' r t.Vr Ffl4' 1.IM FW uric• w1r r V]I6' H2• wka E..I,J IYS 1'4' 1.W' Ms. In 1 21 b 2bots 9NGs ]abe 3)40s RB b9 910b NIM Yz 1. SW Su 1AnafMGS'FN. e.C,/RI]cSAgn Cpn llN.lk ]90fu 3BaW AfBb WA 11W0n 1<fi IG WB Ye 1092b ®1 Ys a51a 1nOb 1NCNm®1TMn0.C./R135AryF CSps llN.32 iWb 1W R5 1W 6s 1010 Ws 2533M NOb 9Wb WA n30a WA 1W21G Imb 1sWb BArcIWa®211'Nn O.C.rW95AryYO Iep.3C ffNlb 11NIEe MD. 2NBb 32HG WA ea Ra WA 1B59b FIGURE I FIGURE2: FIGURES. 71 ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PARS. TABLENOTES x) SEE SHEET 1 FOR PISTRU=ONS ON USING THE TABLES AND SHEET 26 MR WFOFIMATION ON LOADVa SEESHEETG 2-0FOR GENERAL INSTALLATK/N METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WOMB SALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE MR ENACT DIMENSIONS, SEE SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESX. APPROAMATE HOLE LOCATIONS. 4) SUB5TPATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS, HOLLOW AND GROUT -FILLED NC CORETE BLOCK UNIT (OMU) SHALL CONFORM TO ASTM G90. WOOD SHALLBE PRESSOREAREATED YELLOW SOUTHERN PINE WITH MSG CF EM ALUMINUM SHALL BE 6063-TSANU BEAMINIMUM OF.12F THICK. STEEL STUDS TO BEA MINIMUM GRACE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.126' THICKAND ASS. ALL ANCHORS INTO METAL SHALL EY.TOD ATLEAST 3 SCREW THREADS BEYOND THE MATEMAL 410 S 012ANCHORS INTO WOOD MAY SESTEEL, IBS S.S.OR410 S.S. OPTIONS PRODUCT REVISED as complying wilth Him Flatld• Salinas Cntlo NOA 14c. 17-0630.01 Expleanon Doto OS12612021 B l am mac on4e * t N0.537CS P.E. TABLE I6A MUBion Ce B Tegb slRa 0penln9 N90t1 (Taac16raP!'sperBilO mh rmobom o1OPB1+1n8Hai0M(IOrlologin Wq WamiiD 10N Rll0 II Wln in I, "in 120N LIB In 1mN 53fi'46 PenhnµFr Ion Tnp'rtlap I'aa^B )bclvgAer lmm�9 TtapllrWp Lmine lYn1K0n bo6m TrepSrlmB. IaeBW PacYnWlar Lm6n0 TryrRMno- LoaW1a PnvlmNm Mmlllp ThpiAgot Leon FSYnplu LI 9 9gRAvp. I-I'l, R. Nor Wdp TmyMm9. I+m6W PrtlmPli LaWrq inpTNlp La�O RetlenpJm Law., irlp'rrinB. w" DEG.AL BAYMUU. a r �d� e" yy � i yygg a �$ � E aa$ a s 9a9g & �r�� d a a a 'ngg 4tp iri!X 1, Ila �g d ,Eg 11� s F 'eap o ��s ag .� ne � pg U M11 $ RF IeT WIDSF SIF mF "In mN Hln MN mq Wq WF 1®q nen 1m.B 1me I It vnv Ra0 1TB.a mm 137.4 I31.1 m,} N] dr9 _!I iW rm ]N ea ob 9r1 m1B 9W m1 610 SW NB ImB +mB Imo +m.o Imo Im.0 Im9 +6¢e ILIS 1R6 BU mt 1e9 av 6x IN Bn mI x5 me mr M iM ml mB Nis 1m.B 1m.9 +ma Im9 Im.B tmJ Iro.B IH.) 1143 1B58 6LB mJ 998 Tu 69 eID 9m IW Itl6 ne9 t010 B2 ml Ne TR N9 1in0 imB ImB trLLo Imo 1m.B Imo 1dl.B INA IRE T2+ 59.1 It] 1]0 6N B]1 5B1 mr Em BW Z Try TJB bra 199 399 Imo lrpo Ime n0.0 11aB m2B m 11 Ilse get Sae m.l dei N] e® BBz taW n+0 1xa 121] nW IOIo 9N eel NS me 110 lro3 tmd ImF ImB v5d trot ICJ 1n] 1W.1 We 629 SIA a.r s9B WB ®l r51 We 9m 9W ut ml Re WI l91 43 noA ITB.o nB.B n0.0 1n.1 Nx3 had Iota 65J m.{ 61.T UJ me 03i 11J! I+w +DS mW 1x1 TINI4r.9 mta PA' eal age WI M9 Ime irad Im.B Iiaa Iro.o los +f A] Be.] e&s SC1 15J 36r Sig e61 TfJ eW 9M BW 9a exd 119 n] 964 IW ]e) lmd im.B 17nB 1mA IH] 1x.1 nL o9.e ]6] mB 180 31.9 no tile ILA 1w u]I ITW Ix0 IIN totB 9T Bel N6 !W LIB Me 1mB ImB tmd +Me lII0 INA 1058 001 Old 590 41A No Wt Bn }n Wr 6e W9 WB alr TJe m9 Wr 479 ]@ 17O.0 fm.B vo.B +`39 1a.7 1N.0 IW,B e19' BS) WB dtA 31.1 :19 mB 111r 1{BI uzs IM9 txr H W Io10 W8 W1 M SR N9 Imo 1mB nna 1RB lW5 1N.] 'w 9. BLi rie 47.0 bt HI m+ em no Bm SN BW on. WI TH 694 no IN 377 IM0 1Bli 1a1 185 1BL1 95.01 m3 n] m9 i19 XS bA m0 14M f6Y 155 110 13 txi 11W IBID 9W on 69a 364 M9 1m.0 tro.9 +m.B 4me +nA 1m] HISS BO.e TI.> 60.1 d13 9A 0.1 IN rA Sol BL W6 eW iB; TIB WI N9 IH Ne Ime H6r R61 11a0 See OU x] m] 19.1 45A HA x] 17.1 Im 16R Ig tB'9 17W 12n n9B tMB BW Wt w IW woo trao 11a0 tmd ISra fJS.I I'Ll W.e i+.a .6 ]61 MB IO.d sn W] ]50 W+ am ws m] TBB )1n WS III A53 Set t. I2LB ++a1 9r.9 me n.5 N.B m.5 d2e ]9A HB x] IS.0 mn tWr fsII 14Y mW 1211 110 1019 SW BW SO sW N9 116a ImB lino naB t$.I tm1 6r.r inl, W] See ]6T HW 41 WO r50 Wn 9W ms >m to 673 W1 M ]W I11q N.1 da 150 ]b W.B QS m.9 TB m.3 as YLB me Sre 4', 3A1 eW x3 la m] mt Ht aH xA0 SY 161 as 3a7 Son 15A Q6 1&0 w 1xF N.B ]61 S48 Wt H.1' ]01 H3 >m x.9 ]N ad ]n s.0 YB x2J sl) +9a NI YI3 31] R3 YI 161 S9 iNh m2 xW HA a] 10.E 7u 1T.f 2m TABLE ISE pnMdrh a TJFY BB Bub554M6 2R 0TOMO ].eYCOR. Wrltw O'IU FJMCMY Y7NbW 6YlL 51B'Eko to EYo 11f EFo IN'SSEka OIOSWI P1264 1 aR 31W AKM TSTB Y16'Ebo Nmom Va'Eko U'+amr n40iW s'15'FtvNuacon IN`EkalBasm Ap}e6alu Utefim AWe9ahr 6uew lGS)6em m51 B:m IG9) MchcYCBPPetlBma 2-I? 1' ?IIY sIR' P x-1¢ I' I91IB' Y sIIS' Y 0.19' B.N aRl' Few RaSma [nI 1' USN' Y 49IP INP InH' 1-IH' 1-0H' Idla' S Ille" tS]' WF` F.mbvxneM On IJld' lAT 13'1' amlE] d901M ImBb ixB IG 3mW ]llbv r411W ma lb i341ba N6Ca N1 Wa M21b fim Ne 2AriRRD6"MVL O,C.I iULSPnpatlITI F41k ]6869 ]BBga ]IG Im 190 ha WA Itmlln rW lh eB01ba 1BWW Wlka 0951b 11xBb aArcAm D]SMin.00.I pJn]Mpe CxBalryp. xK im Ls xmlb rBBIGa IBrONa x5x! I4H Ibf 1]IIb 16-0b 6PraImaD271'NInOF/qbl MBln tlpl 9K 112111Ea Ilmta Baeb Hb Fa x2Elb NM &BNa WA IWBIb WP I)mb WA FIGURES: ANGLE CLIP (FIGURES 1-3) MUSTBE USED IN PAIRS. TABLENOTES: t) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLFSANO SHEU25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTA ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAR OPENING WIDTHS IS ALLOWABLE 3) MU WON MD MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSI0NS, SEE SHEETS 21-LB. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTWCTONS SHCM ON SHEETS 21-2d FIGURES SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI WH SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCKLMIT(CMU) SHALLMNFORMTOMS TOO.WOODSWa EEPRESSUR TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.M. ALUMINUM SHALL BE R6ST6AND BE A MINIMUM 0F.I2 ' THICK. STEEL STUDS TO BEA MINIMUM GRADE WAND.046'THICK(18G4UGE} STRUCTURAL STEEL TO BEAT LEAST.I2STHICKMUN.ALLANCHORSMTOMETALSHALLEXTENDATL T3SCREWTHREADSBEYOW THE MATERIAL M10 S 912 ANCHORS IMO WOOD MAYBE STEEL, lM S.S.0Ra10 SS. WE 'ANCHOR R IS IDWELTTWN THE MULLIGN THE TABLE) OF THE SELECTED YIELD AMINIMUM ANCHOR MAYBEUSEDTOOUALIFY NOR OPTIONS FROM THE PRODUCT REVISED B uIIEIm CORE with BNe FloridaNDA-H•. 17-O630.07 Na, 58705 FLOW'-i H1.250"-i3 --'l "I 1.600° two.r-- I .12s• .12V oX 3.125 .125" 3.1B8' �. 2.75W .126' .125' ry .125 2WV .175' r]65 2.116' .126° W 2� L L .125' 3]5' 375' '1 '500y p - f f No i m f 1'X 0X.12r0NLION 1Xi0%.375-MNMLION 1•%20%ST� �LLION 1'X3.�3�70NM. 1'%3fi�� NMLLION 1.25'X 61W0 E�5'fiLULLION 136'%2OC-VI? Z w X-SECT STANDARD CLIP R 000• e� --ON X SECTION 125- E DIAMETER: I I STANI CLIP 606YTB ALUM. TOPVPN .375' IN. I 1 1 B I I I 1 � 0 OFFSET CLIP .1 BOB}TBALUM TOPVIEW } 6' I 2126' ULUP 0O)KI ALM %SECTIOECTION 125'� E --i .740' F- 330'MW. A I B0-0LIP UM. TO ALFVIEW CENTEROFANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SHEETS S17 FORTHE ANCHOR O.C. DIS'TANCEMAXTMUM ANCHOR HOLE DWMETER:ANCHOR D WMETER t 1I16'. MANGLECUP eW'yTe ALUM. 2A60• L %SECTION 125' .311P IN L --- 2xsar4GLE Pxw 8003-TBALUM. OPV EW CENTER OFUANCHOR HOLE MUST LIE WITHIN THE ANCHOR BOUNDARY. DISTANCE. SH MUMA6FORTHE HOLE DI OC.OISTNCHO DIAMOMANCHOR HOLE ODUIETER: ANCHOR DIAMETER + 1/1C. Mull Dimension (sbeet#) PGT Pant! Mulllon Bb1. Clip 011 Gip U4JIIp Angle Clip V X2'X.125`(5) 666W 66611W 65011181A 656243M 666511M I- X2' X.375" (6) 666006 M6114M 6661119M 6fiB244M SM512M i"%2.75"X.375"(7) 6fi117 fi66115M fi661120M 66fi245M 66B513M 1"X2.75'X,fi50'(B) 66W8 66B718M 6861121M SM40M 666514M V X 3.125" X.500'(9) 66637M 6661116M 6661114M W242M 666515M 1,25' X3.18B'X.265"(12) 6WIM 6661117M 6061113M 61 666516M 1.2G'X21T'XA25"(1B) 65370 WA NIA WA 68M517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS S9, 12& 1B FOR SUGGESTED, APPROXIMATE MILE LOCATIONS 3 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEWIODS. TAR[ F A Dimanelon Value (0) Fo, Mulllon] A 1.025 1' %2' X.126" AIm0, m Tube Menial B 2.654 C 0.696 D 0.740 A B 1.125 2.4D1 1' X2' X.375" Alminum Tube Mullion C D.635 ❑ 0.490 A 1.875 PX2.75"X .375Alumin lbbe Mullion B 3.OD) C O.T57 D 1.118 A 1.312 1-X2.76"X .8W' Aluml0um Tube Mall. B 3,000 C 0,476 D 053E A 2.W0 1'X3.125'% ,6W'Alum Tube Mull B 2.837 C 0.063 D 3] A 3fi26 1.26X3.16B' X.235'A]. TBye Mull B C 3.202 O.B62 0 1.702 A 1.513 1.28•X2.1rx A21'Alum Tube Mull PRO13UCT REVISED pl.o� with the Florida NOB No NDA-N. 17-063D.07 �.i No.53705i A- 9'• -1 1.00r I- 4.v 1`%TX.126' MULLION 60B}T6P1UM. %SECTION VXVXXS ) M 04 BO WKua XSECTION I.YSX31r XAW 11r X31r XA34• MIILUON MULLION E505-TS ALUM. 60VST6ALJIA %SECTION XSECIION I 12S 30'Y 30' BAY Ml1L_N fiW}TB ALUM I XSECTbN t w I 1'%P%8T6' ' T-MULLION M0 TB ALU1,L X-SECTION 1150' PR 28TST' 394' db.100'62 ah-H 4 L - 212' F- 11r X00TXA2 MIALION 6ansT8%UM. X-SECUON 740, r — STANOAROCLLp 2.000' 50816NUM. 2.127 2,004• ]XSANOLECLIP [ XSECIION 8001T 1.]P M. 606}Te ALUM. N .12r 1 %SECTION I %9ECHON .125 L) j L Z 2 G ZS'J 0 ] W CENTER OF ANCHORHOLE MUSTLIEWIN THE 3 U GASHED BOUNDARY. SEE SHEETS%M FORTNE ] ]U HOLE DANWORU�NETEP: ANCHORWAETER 1flB.� ICU rt1 c F O.JVV 112r wTxERETo ETA F.SHBETIE DETPLRSNEET4 i______ i I I I I I I 1 I I I 1 I 1 I 1 I I I I I I I I I 1 I I 12r T NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET, 2] SEE SHEETS 10, 11. 13-1E, 19820 FOR SUGGESTED, APPROXIMATE HOLE LOCATN]NS. 3) SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 375' f 3]S CENTER O IWCHORHOLE 1 TWIRIIN THE HE DAS GASHED BOUNOARY.SEE F 'Huffs FOR i PoTHE F I OROC IST DISTANCE. MAXII.NlA ANCHORHOLE DIAMETER LH ANCHOR DIAMETER. inr. f STANOAROCLIP U41.11F MUST LIE 606}T6NNM. 808}TELUM A. DARY. SEE TONEW TOPVIEW OFFSET CLIP ,mm-TB XWA TDPVIEW r..l9 P. enM' Olmand. Value 0.) Fa Muillen: Dimamlon Vel0e 0n;j Fm Billllon: F O 1.000 1 4'X .V5. Al.l.. Tulin Mullon F G 1.836 0.600 115'X9.25' X.B24' Nvnlnum Tube Mulllon H 2.&N 3000 H 1 1.430 3.250 F G 3.107 0.TST 1"%P% .9Tr A1Mltllum Tuhe6'T F G 2625 1.126 115•X 3.&' X.024• ABFiY T10e MUEMn I 2.430 1000 N 1 1.500 3150 F 0 2150 0.T50 115'%J26' X.100' AMetum TWe Mullion F 2813 30' BW Mul F 2.8T5 45- My MIA N 1 1.600 3.250 1xsANOLE am gp 80 k� B0T ALUM —R d LY K TOPWEW PRODUCT REVISED mplyy g.wall INe FIoHOe Building No".. No".. 17-0930.01 E.plreNen mew 0S12612021 G 8Y MIe F. ue Control e I Mull Ohnenabn (dieelP) POTPaHP Mullion 6M, VIP DBmIGIp OLllp I k&CIIP 1'XC X.12r 00) E93w 068111M fiE6i=fl6� P X4'%.9T9 Qp w610 68fi112M E66112]M I-xc X.377T 01) 12rX3.25'XdOP(13) 1.2E'X91PX.02 (14) EEEST 9016021312 201B1=5 080112M 1111DM =11010 B81123M 88BI124M 0651125M jamilim 1.2r%064• X.E24'(15) min W1117M M1120M WA WA 450e9ne('e) mw WA WA 1m * t N0.38705 A LYNN MILLER, P.E. FL P.E.d 50705 Mull Oimonsion (shoatz PGTPan* Mullion Sid. Clip "111I AR01,Clip r X4"X.2Y(18) 66002 666261M 60271M 6885112M r XG' X.2Y (17)1 65604 666262M fi6fi272M 6885113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOtMNO DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1617 FOR SUGGESTED, APPROXRIATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS YXVXS 141MION 60GiTe Alum %SECTION r-2000'�j 6.060' YXWXZF MUWON ,o WALLM. %SECTION a� g 6TNAIAROCLL uL'LIP 2%6 ANDLE CUP oa ` TANG ROCLI] 60B1TBAIUM OO TBAWIA XSEC]ION 212T I %SECTION 260m XSECRON N .125 1 .125 L .125' 1-119, {)NpV F MIX _ 61EET1 MW. I 1 I 1 1 I I i I —I— 3.438' I , I I I I I I __ _______J STA40N20 CLI, CENTER OFANCHCRHOLEMUSTLIE 60 UALUK WITHINTHEDASHEOBOUNOARY.SEE TOPVIEW SHEETS 16-,T FORTHE ANCHOR OC. DISTANCE MAXIMUM ANCHOR HOLE DSUIETER: PNCHOB DIAMETER If IC. S,mv CVTfO]iETD .3W 3.500'--I CPEI.TE.. �]Y _sEE OEfALF, rMIN. MIN. SHEETi PC— I 1 I 1 I I I I I I I 1 I I I I I I I � , 1 I I 1 I I I I I I I 4.BBS' •_ STANDNNCLIP B6srT6ALUM TOPNEyt IF 375' + 3d3fi` .375' LLCLIP fi06ST0 P1UM. USED f O R 2' % 6' MU W ON. SNEEI I] TOPViEW 7xs ANGLECIIP TOPM 60w TOPNEW 2XSANGLECUP LE M0 TBA w SEE TOP PRODUCT REVISED y10yg. IIh too Florida Buildina CoaIr Noa-xa. 77-0630.01 Eaplratiyn Dal SI262027 By. mura ' Proaucl Con4ol *: No. 58705 . :. EXAMPLE 1' SINGLE WITOCAL MULLION 1p NlD1C_0.S_W HFID I TT MUWDN I➢OIH SEE BEE FENETTRAMN TA eETAL6, PRODUCTS SHEETS •roawT.L\ E DETALS 24SSE THEFTS 2.T ND /NOIDP9 3r —��wlom M W II-DD W SILL Dr EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES, THE W NDGW FRAME DEPTH IS t1M'. W E OPENING RML IRESA DESIGN PRESSURE OF.60.OIE0.0 PSF. IS 32'.32N••65'. REFERENCWGSHEET25, ME COLUMN USING ND 1) IMTIAIYASSUMING THAT A I- WIDE MULLION IS SURABLE.ME MULLION LENGTH IS TY AND THE OPENING WOM RECTPNGUTAR LOADING MUST BE USED. MAN THE MULUON TABLES FORA MULLION THAT ISATLEASTME WINDOW FRAME DEPTH OFMICANDLMLL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.BDBF60O PSF. IFTHE TABLE DOES NOT SHOW THE EXACT SCE, USETTE NEXILARGEI FROMTABLE3A.SHEET7,ME1'X2.15•X.37YMULLION(LENGTI-TP.OPENINGWIOTH•701MEETSMEDEPTHREQUIRED,HOWEVc EDMIGNP WUREIS-F .3PS MDWOULO -E^ NOT BE SUITABLE FORTHIS APPLICATION. oY FROMNGAND THI275'XCATI MUWON(IENGTI•72', OPENING WIOM•WL HASAOESIGN PRESSURE OF.N27 PSF WHICH EXDFEDSTHE REQUIREMENTS FGSTHE al OPFNINGYWD MAY BE USED IN THIS APPLICATION, NOTETHEANCIIORCAPACf1YREOJIREDOF E36IB5. MYBETSEDI 2) USE TABLE 4BT0 FINDTHE ANCHOR TYPE, ANCHOR OUANTITYANO CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)#12 ANCHORSAND THE 2X5 HAVEA CAPACITY OF 8M LM. THOUGH EIMERONE COULD BE USED, THE STANDARD CLIP IS EASIER M INSTALL. N Z yN EN U ANGLE CUPSWRH (4) #12 ANCHORS O 3)VERITYTHE DESIGN PRESSURE OF FIRNESTRATIM GN MJWONBD PRODUCTS, N1LL IN ACCORDATIONNCE FENESIPATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE PRESSPRODUCTS EQUI ESEDWOHM OTHMIO MULLIC ANDTHOWENESTRANPRESSURE.OFCTB APPLYTOTHEOVERALATIONS IW RESPECTIVE UBSSUTE MDIRESSTMTHON RODU= OMUO INDME INSTALLATION SPEGFICATIONSINTO RESPECTIVE SUBSTRATES AND FENESTPATONPRODUCTS TOMULLION. Rn LB5.ALTERNAIIVFZY, ITHEANCEHOFCPPACITYADNBTNENTFORMVLACOULD FCAPAC FORTHE EXACT m �R HA BEEN U3EOTOCALGILATETHEANW OUOiETO DESG RESSURE�TYOF36aB LBS CGS`=524BLBS (MAYBEUSEDTOOMLIFY#IDMT SCREWSFROMTABLE4B) (60 PSF)X�&=COS ]2.T m THEDUILDINQSUBSTRATEISMOWNTDBEOMUONTHEJAMBSANDUSESACONCRETEHEADMR SQL. THEWINOOWFRANC-DEPTHM23V.MEOPENINGREQUIRESA DESIGN PRESSURE OF+50.(I0 PSF. FORME VERTICAL MULLION: 1) INT(IALLYASSUMING THAT 1' WIDE MULLION IS SUITABLE, ME MULLION LENGTH IS 3T 72`-'=105-AND THE OPENING WIDTH IS W.36'N'=T3'. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MILLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23 AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.Of 55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT S0$ USE THE NEXT LARGER SQE AVAILABLE. FROM TABLE SA SHEET T. THE 1'%2TS-X.37S MULLION (LENGTH = JOW. OPENING WIDTH • BOT SEETS THE DEPTH REQUIRED HOWEYERTHE DESIGN PRESSURE IS -MS .1 PSF AND WOULD NOT BE SUITABLE FOR THISPPPUGAIION. FROM TABLE 12A. SHEET 16, THE 2-X W X 350-MULLION (LENGTH • IXF.OPENING WOM =8O] HAS DESIGN PRESSURE OF INS4.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 9T1 LIES. BECAUSE IT IS NOW MOWN THAT ME MULLION WILL ADD 2-TOME WIDTH OF ME MULLED UNR,THE ADJUSTED OPENING WIDTH IS 3a'.36Y2'=74', NOT YSAS PRMOUSLY ASSUMED. VERIFYWATME DESIGN PRESSURE IS SOLLAPPLICNILE FOR THE ADJUSTED OPENINO.AL7ERNAT IELY. WE WINDOW WDTHS MAY BE REDUCED TO MAINTAIN THE 73- DIMENSION (3S1RY3S1Yl4Y=737. 2) USE TABLE 12B TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE CONCRETE HEADER AMID SILL ARE W WIDE IF THE MUWON CUP WERE TO BE CENTERED WITHIN ME 0', CARE MU USING THE STANDARD CLIP OATH IS) M/ ULTRACON ANCHORS AT AN EDGE DISTANCEOF 2-1D' GOES AN ANCHOI THEREFORE SUITABLE, FORME REQUIRED ANCHOR CAPACITY OF 971 LOS. FORME HORIZONTALMULLIONS: POURED BECAUSE THE VERTICAL MULL WILL BE A2'X 4-X.250-MULLION. IN THIS EXAMPLE WE WILL MATCH ME HOR00NTALAND VERTICAL MUWONS, ALTERNATIVELY. ANOWER NELION TYPE COULD BE CHOSEN. 1)THE MULLION LENGTH IS 3W MD THE OPENING HEIGHT IS 32'.ZZ CIF OOT. REFERENCING MEET 25, THE COLUMN USINGTRAPEZOIOAIrtWPNGULAR LOADING MAY BE USED. FROM TABLE M. SHEET 16, WE 2-X4-X.260-MULLION (@LENGTH - 42% OPENING MIGHT -12P)HAD A DESIGN PRESSURE OF.MMIS PSF WHICH EXCEEDS ME REQUIREMENTS FOR ME OPENING AND MAY BE USED IN MIS APPUCATON. NOTE THEANCHOR CAPACITY REQUIRED OF 01 LBS. ..,...cr.e,c.�•.n nun nceunurw lwc nurunR nUA1JTTY eM1 oJPTWEREOUIREO FORTNE CMU SUBSTRATE.INMIS FXAMPLE, PBSUMEMECMU JAMBS AREB E7K.1 DISTANCE OF V GIVES 4) FORME U-CUP IN ME HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LES. TABLE IM FOR ME UCUP SHOWS THE ANCHOR CAPACTTY IS 10T4 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LMWE ANCHORTYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS. .1-64.7 PSF FROM THEVERIICAL MULLION; 11-170.0 PSF FROM ME 36-HORIZONTAL M%UUON ATTACHING TO CMU; .1-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTION). THE LOWEST DESIGN PRESSURE IS./A4.T PSF AND WOULD APPLY TO ALL OF ME MUWGJS VERIFY ME DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.711E LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY M ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOW THE MULLION AND ME FENESTRATION PRODUCT BE INSTALLED W ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SU BSTRATES AND FENESTRATION PRODUCTS TO MUUJON. PRODUCT EVISED p ang, with the FieHEa Building de NDA-HJP. 17-0630.01 ENpimUan Dale 0512612021 D Miom e m uc on * i NO.58705' EXAMPLES OF AEG�ANGUI-AR LOADING: /%I Brix LOADI NO OF VERTICAL MULLION SILLOF WNDOWSNOTANCHORED 4 o 1 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I� III / LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED No. LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MU WON E MPLES OF TRAPEZOIOAVRt61NGUTAR LOADING: LOADI NG OF H ORIZONTAL MULLION (2) HORIZONTAL MULLIONS LOAOINGOFVERTICAL MULLION 00116 -.,-> LOADING OF HORIZONTAL MULLION C/ 0 �_ I mm I LOADING OF VERTICAL MUWON 0 m PW (0� n a 4 PRODUCT wEVI6E0 plyln IN INe FIoNJa BuilainO Cnr NOAJIa 17-0630.0'1 E>tpimtlon onto 05/26/2021 OF HORIZONTAL LOADING Mlv afro uc DeMro MUWON NOTES: 1) DRAWINGS ARE RERESENTATICNS OF T W ICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE ExTFUv,=TEO FROM THOSESHOWN. Z)IFTHE LOADING TYPE CANNOT ,.O, kY LYNA, PW Be DETERMINED, USE RECTANGULARLOADING, �� . •" Z d EN SF'�� `A':' 3) SEE PRODUCTS'APPROVAL FOR No. M7a, ; ACTUAL ANCHOR LOCATIONS. :. E A, 'SS101VAI G'- LCAONG OF HORIZONTAL A. LTNNIM16LEA. P.E, MULLION FL P.E.058705