Loading...
HomeMy WebLinkAboutProduct Approval M IAM R ADE lrIXINH—DADS COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOZ)1IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADBIIINTSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %vnvw.ntiamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive Nath Venice,Fl.31275 SCOPE: This NOA is being issued under the applicable rales 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 Miatni=Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact--Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/1Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages Frl and E-2, as. well as approval document mentioned above. 0 The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-110301 M1AM!•DADE COUNTY = /` S - Expiration Date: May 26,2016 Dim MEW {{ Approval Date: February 12,2015 t Page 1 I _ I I DETAIL E: h v —IHA26'n11N. MULLION TOMULLION o ��MULLION DIRETLDETAIL C:YATTACHEDTO INTERSECTION NOTES: - MULLION (U-CLIP) i 0oMASONRY STRUCTURE FIN MAY BE INSTALLED IN'TEE'OR'CROSS• $g ^(STANDARD CLIP SHOWN) - vartlEsINTERSECTIONS. 0 °:2)MAY BE INSTALLED HORIZONTALLY(SHOWN)OR VERTICALLY. LoTYP.ANCHOR i N EITH E I I PER SUBSTRATE, i-o m I L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 STANDARD OR I SEE TABLES 1B-138 FOR CORRESPONDING MULLION. Tn ro OFFSET MULL 1 TOP VIEW Z CLIP MAY BE I I la�< EDGE DISTANCE I l.1ULLION Q THIS NSALLED D. II I FOR MASONRY VARIES-F•--� j J LWL THIS METHOD. I 1 ANCHORS I J I j M2 STEEL SCREWS, Z) _ I I ISELF•DRILLING OR PREDRILL 0�m to ` MULLION AND USE SATS m m o M /f ° MULLION F Z -m-! EXTERIOR THE OFFSET CDPIS n EDGEDISTANCE RECOMMENDED FOR Z V g FOR MASONRY m FIN-FRAMED Y INTERSECTION L .a ANCHORS c ° WINDOWS,BUTMAY ALSO BE USED FOR U-CLIP R �o � � OTHER FRAME TYPES. EXTERIOR < Z TYP.ANCHOR .° Z Z Q PER SUBSTRATE, ° Q O Z 75 / SEE TABLES ID-138 • I-- CO / TYP.ANCHOR SEE SHEETS 21-23 FOR ?°O o— PERSUBSTRATE, HOLE LOCATIONS co BUCKSTRIP g o $ AND SEE TABLES1BA3B FRONT VIEW EDGE W Q Y X ATTACHMENT DISTANCE H m m .. tlY OTHERS, SEE TABLES SEE NOTE 1, - 18.138 (� Z Q EMBEDII HENT SHEETI. _ •_ Q Z EODE d mO mO • .a DISTANCE �{L SEE TABLES SIDE VIEW g `� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-135 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ` SEE TABLES 18-13B 2 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION RODUCPItBVISBD I �` \ SEESHEETS © wloplyinSwIlhthCFlodde ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR vildlns Code _ /'y� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS HOLE cceptmeeo No•�(n FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Dote 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •. \ MULLION tilviJ arle PcoJucl Conlin 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGE © 11 I I! 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED L OSTANCE pNY LY... �,�/ ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES �� •" •• FRONT VIEW IB GA AND COMPLIANT WITH THE FL BUILDING 1B-138 ; P,•'• LICENy.�'•,(�'P�/ a- CODE,A 2XWOOD BACKER MUST USED, '� k ATTACHMENT BY OTHERS.1 ND.58705 '•>� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = NOTES: 1)FOR 2XWOOD-BACKEDSTEELSTUDS,WOOD %O,n'•. ST c ANCHOR VALUES MAY BE USED. �:�3TS'F�ORIDP,.••'�•C� ` 2)SEE CORRESPONDING MULLION TABLES, � SHEETS 5.20,FOR QUANTITY OF SCREWS. A.�iTLYNNtu11III Ll'E`)i,P.E. FL P.E.#58705 i 1 i TABLE 3A ® n ,*t A Mullion Capacity Table IbsW) Opening Width(for wNralry-spanri g millions)or Opening Height(for horizontelry-spern)ng minions) 501. 601n 701n 80 In 901n login 7201n 1401n 1601n 1 X 2.76 X Rectangular TropRdang. Rectangular TrapTdang. (ceclangular he)YTdang. FceclengWar Trap79iang. RectanBuiar Trep'7dang. R.clergWer Tra4VTtleryl. Rectangular TropTdang. ReelarrgWar TrepTdang. Reclangulec Trep/111ang. 4 'i Loading Loafing Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng a .375 Alum, Tube a .. .. u ,. .. � .. �0.. ., ,. ,. '� ,. d� .. I•a 'a., .. �` Mullion s �4 �� f �a H M s $ $ �� � �� a�� l< a� ago Z Nr� 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 13D1 170.0 521 111.6 1301 170.0 521 J 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.6 1139 170.0 677 138.6 it39 170.0 680 113.9 1139 170.0 680 97.6 1139 X170.0 680 85.4 1139 170.0 680 _ 50.6251. 170.0 747 170.0 583 170.0 896 170.0 631 167.8 1032 170.0 68f 148.8 1032 170.0 723 1Jo.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 756 83.9 1032 170.0 758 73.4 1032 170.0 758 o 64 in 170.0 707 170.0 612 161.3 007 170.0 691 138.2 907 164.7 730 120.9 807 162.6 720 107.6 907 145.0 714 96.8 007 141.1 710 80.6 ON 1U0.0 7D9 69.1 907 1140.0 709 60.5 907 140.0 709 - m O O M 60 In 141.1 735 151.6 025 117.6 735 13D.3 fill 100.8 735 118.0 699 08.2 735 106.2 690 78A 735 99.5 563 70.6 735 95.1 678 58.8 735 01.8 674 60.4 735 ,91.8 674 44.1 735 91.8 574 � N J 631. 121.9 666 130.0 570 VNX We 111.6 557 07.0 668 98.9 547 76.2 666 90.1 538 67.7 666 03.9 631 60.9 666 79.8 628 50.8 668 75.8 521 43.5 660 75.6 621 30.1 866 76.6 621 J 661n 106.0 607 112.4 522 88.3 607 86.1 511 75.7 607 65.0 501 66.2 607 77.1 493 50.0 607 T1.5 486 53.0 607 07.6 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 607 62.7 414 Z W j 721n 81.6 510 85.0 443 D. 68.0 510 73.0 4N 58.3 510 66.3 428 31.0 610 57.9 418 43.4 310 63.3 413 40.0 510 50.0 400 34.0 410 45.0 402 29.2 510 44.4 399 25.5 510 44.3 399 � 101 -6 3W 761n 69.4 458 72.6 400 67.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 M.0 373` 34.7 458 41.6 366 20.9 458 37.7 382 24.8 450 36.0 359 21.7 458 35.7 358 J J o «�� �Z Q 7 781n 64.2 435 67.D 361 53.5 435 66.0 373 45.9 435 49.8 360 40.1 435 44.7 360 35.7 435 40.9 355 32t 435 38.1 351 26.6 435 34.4 344 22.0 436 32.8 341 20.1 435 32.2 340 1.- 90 In .-901n 41.8 327 43.1 290 34.8 327 36.4 285 28.9 327 31.6 280 26.1 327 26.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Q N 961n 34.4 287 35.4 257 28.7 287 20.9 252 24.8 287 26.0 248 21.5 281 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 We 232 F- M bZ � O p0 dr 1081. 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 18.0 195 X LU N _ III In 22.3 215 72.7 194 18.6 213 18.1 191 15.8 215 16.6 183 (Y N Y tzom n.e 1014 ns 167 U Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d ex Z to ON Anchor Ca aclt Table Ibs 2 e u m0 s.0 DP„ ANCHOR CAP., ,,, Subslrela: 2.7k Concrete J.5k Cone. Hollow CA1U Filled CA1U PT Wood A1eW1 (DP..)X( )=ANCHOR CAP.,,, -•- .� m0.. 6'16'Eke 7/4'SS Eko 5/16'Elco 1/4'SS Eko 810 Steel 612 Steel 61291eei MULLION CAP.,,e,,,�v a+ 1. �°.•-�rc� Anchor Clip Patterns Anchor type: 3118'Elco Ullmeon in•Eke Ul9ecan UIuaM 3118'Eko UlOeoon t/4•Eke Uliracan Agg.oalor Ullmcon Agore0"' Scrow(G5)Screw(G5) Scrrw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01st....fin): •1• 2.112' i' 2-1/2' 3-118' 1• 2.10 in 2-1n• 2' 3-116' 2- 0.48• 0.54• o.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embadmanl(In): 13/4• 1-3/4• 1.314' 1.314' r 1.1/4' 1-t/4' 1-114' 1-1/4' 1.114' 1-1/4' 2- 13/8' 1-318' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2ArwMra@4.75'A41n.O.C./Slondard or OSsel Cllp(Fig.1k 390 Ilia 39016. 450lba 800 lbs 1044 lbs 2701bs 260 ros 354 ms 74016, 374 on 664 lbs 94616. Sot lb, 4421be see lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Alin.O.C.I Slandmd(or OSsel)Crip(Fig.2): 400 lbs 7001b, WA WA WA WA 380 lb, NIA WA WA WA WA 6821b, 885 lbs iim1bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@T Min.O.C./(2)245 Angle Clips/(Fig.3): 780 lbs 780 lbs 660)6. 15601bs 18961b, 54016, 56016. WA 76015. 748lbs 880!as 189216. 682]be 885 We 112016. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors@0.VMo.O.C./U-alp,In10.125'Alg-LII,.4): WA WA WA NIA WA WA WA WA WA WA WA WA WA N/A 11B lbs CAPACITY WHICH MAY DE USED TO QUALIFY 1 Alwiwr/FCOp(Fig•51: 19516. les Ibs 22516. 44516. 82216. 135 ros too lbs 177Ibs 3701Ds 18716. 33211, 4731bs 170 ms 221 Ibs 280 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anch-@ 1.15'Min.O.CJ Palp(Fig.01: 240lbs 3501bs WA NIA WA WA 190lbs WA WA WA WA WA 311 Ibs 44216. 580 @s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I PRODUCT'REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. I Ping with tbo Florida undlna Code,1 /y- _ ccuuu111444�IcI��rrrppaaab11Naa))nco N. FIGURE 1: . FIGURE 2: - Dc" TABLE NOTES: - --I 1.000' �--- ' ® 'Aland ado Product Control • S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t l I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. \����QN`( LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' P���•''�)CENS� �F.p��� ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. T1' '••7r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 -• ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375 ,-�} `r /.2•��$ �` YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' Q S'ATL OF • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1X.375* '�� •.FLORlOP••' Gam;` 'X 2.75' MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDS�S/RIVA"••L • ® 0 THE MATERIAL.010&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��iL�r A.ANIMILLE ,P.E. FL P.E.#58705 I I I TABLE 4A eN Mullion Capacity Table IbsM° "(bi Frt OponingWidth(for ver6call7-sparringmUfions)orOpenlngHeight(for horiznrdaiVspaminOml/lions) i 50 In 60 in 70 In 80 In BO In 1001n 1201n 140 in 1601n � p 1 x 2.7b x Rectengula Trapfidang. Raclanguler TropRdanB• Reclengular TrepTdmg. Rodangdar Trap1Tdang. Reclangdar Top/Mang. Radarlgdar Trep]Tdang. Reclangulal TraplTderg. Re.Woar Tn, ang. Reclengular Trap/Tdang. q o Loading Loadng Loadng Loadng Loafing Loafing Loadng Loadng Loading Loadng Loafing Loading Loading Loadng Loadng Loadng Loafing Loadng o� x 0 860 Aium. x p a a a z x F a r a r p a g x z ? a F r n Tubo Mullion N =L h a 5� :s. =p g� ; s. 3� a. �s rij �� 5 }e E8 fi }e yt O rc � d �a d`¢ ate. �rc 2� rc go � � 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 668 170.0 SW 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 110.0 521 170.0 1488 170.0 521 168.7 1620 170.0 621 136.8 1620 170.0 521 J W 48 N 170.0 708 Woo 524 170.0 650 170.0 584 170.0 892 170.0 030 170.0 1133 170.0 fiat 170.0 1275 170.0 877 170.0 1417 170.0 060 141.7 1417 170.0 660 121.6 1417 '170.0 880 108.3 1417 170.0 680 50.625 in 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 664 170.0 1185 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 756 121.9 1286 170.0 756 101.5 1288 '170.0 758 01.4 1288 170.0 758 LU 0- -o' 641n 170.0 787 170.0 612 170.0 058 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 581 68.1 1130 �170A 881 76.3 1130 170.0 661 m m O (0 J 601n 170.0 BBS 170.0 701 140.5 015 182.3 781 125.5 915 144.5 748 108.9 915 132.3 735 07.8 018 123.8 728 87.0 915 118.5 720 772 015 114.4 715 82,8 815 ;114.4 716 $4.9 015 114.4 715 F- J 631n 151.5 830 181.8 710 120.6 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 670 84.4 630 104.0 662 75.9 630 89.4 656 03.3 830 04.5 849 54.2 530 184.1 649 47A 830 04.1 649 1;n 66 In 132.1 757 140.0 050 110.0 767 118,8 638 963 757 105.9 024 62,6 767 06.1 614 73.4 767 89.1 806 66.0 767 84.2 600 55.0 757 70.0 593 47.2 767 -78.2 591 41.3 767 78.2 591 ? EL 72 in 101.7 838 108.8 552 81.8 836 01.0 510 72.7 638 60.1 530 83.8 838 72.2 521 50.5 838 80.6 514 50.0 030 02.7 508 42.4 638 57.2 500 36.3 836 j65.7 481 71.8 83G 55.2 49T J I?L J TxZ 761n 86.5 671 00.4 488 72.1 571 78.8 468 6. 571 B7A 470 64.1• 571 BOA 471 48.0 1263iS.01-246 5.5 484 43.2 571 51.8 458 38.0 571 47.0 451 30.0 571 j 44.8 447 27.0 571 M.5 MB Q a. 781n 80.0 542 83.4 474 66.7 542 70.8 463 57.1 542 82.1 458 50.0 $42 55.7 449 44.4 1.0 442 40.0 542 47.5 437 33.3 542 42.0 420 28.6 642 140.0 425 25.0 $42 40.1 423 Z O N 90 In 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.0 340 32.5 407 35.3 343 28,9 2.1 338 28.0 407 20.6 334 21.7 407 28.1 $27 18.6 407 124.1 322 18.3 401 27.0 319 Q to Z D6 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32A 309 28.6 358 28.8 304 23.8 0.1 300 21.5 358 24.0 296 17.9 358 21.0 259 16.3 358 10.2 284 � N XS S o f081n 30,1 283 30.8' 255 25.1 283 25.8 251 21.5 283 22.5 247 18.8 283 10.9 244 16.7 15.1 283 16.5 237 W n11f11n 27.8 287 T8.3 242 TJ,1 287 23.8 238 18.8 267 20.8 275 17.3 287 18.3 231 15,4 8.5 228 F N 4n N 12o m 220 229 22.3 209 18.3 229 18.8 205 15.7 229 10.2 202 U X Z O O az (n TABLE 4B - ANCHOR CAPACITY ADJUSTMENT FORMULA: a �p yO Anchor Capacity Table abs) ANCHORCAP.,�,,,,, u tY m2. Subslrele: 2.7KConerete 3.5k Cone. Holfv CAW FIIWUkU PT Wood Metal (DP„)X( r)=ANCHOR CAP.,,, 2 916•Elm 1/4'SS Eko 6/16'Elco 1/4'SS Eko 01061.0 012!11 od 812 Sled MULLION CAP.,,.,,,,,, Anchor Clip Patterns Anchor Type: 3/16'Elco Ult-n 1/4'Elco U*aom 3/18'Ek.Ult- IN'Eko U11-On Ul9acon Apgn:Gator Ullm4on AgpreOalor Sorex(G5)Scraw(G5) 9crmv(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdOe gslaneo lin): P 2-12• 1' 2-112' 3.118• 1' 2-11r 1' 2.17 2' 3-1/0' 2' 0.48- 0.64- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednrnl(in): 1314• I-TV 1-14- 1�T 2' 1-114' 1-114• 1.1/4- 1.114' 1.114' 1-1/4' 2' 1318' 1-/8' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75-Min.O.C.I SIandud o OBsel Clip(Fg.1k 390 lbs 390lbs 450 1b, 6901bs 1644 Ibs 27015, 280 lbs 354 ft74015, 374 P. 664 IDs 04515, 341 1b. 442 Ibs saolbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15-?.M.O.O/SI..d d(o Oftel)Up(Fig.2): 480 IM 700 ft WA WA WA WA 38016, A WA WA WA WA 68216, 8851 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctora@3'h11n.O.GT(2)26Angle Clips/(Fig.3): 78016, 78016, 6W 16s 15W Ibs 1998@, 540 lbs 660 lbs WA 7601bs 748 1b. 88016, 1892 1b. -'82 5 bs ees b: Into lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom @ 045'Min.O.C./tl alp,@10,125'At rn.(Fig.4): NIA WA WA WA WA WA WA WA WA WA WA WA WA 715M CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I FCfp(Fig.5): 195 lbs 18516, Yes ibs 44515, 1 BE ft 1351b. 1401ba 17716, 3701ba 181 Ibs 332 lbs 4731bs 170 ros ext Ibs teo Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'MM.O.O/FClip(Fig.eg 240 IM 35016, NIA WA WA WA iB01bs WA WA WA WA WA 3111bs 4421ba 56016, ANCHOR CAPACITY TABLE. RODUCIREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. camp>f'Ing whh the Find& uIIdln80odo cvcptam No FIGURE 1: FIGURE 2: TABLE NOTES: --I 1.000' ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. aad edo I'aoduct COnItol \\\\111111117// 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' P•, \,\CENSE'•.,F,p • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >4 r Nu.58705 ANGLE CLIP MUST.BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ,1 'U Zct"�i S-:•�1 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM;OF.125' SATE 0 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEELTO BE AT ' '� '•• F P,.•'•\ ` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION ;Cc •.......... G� O e e > THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 7sS/ONNe\\' A.LYNN MILLER,P.E. FL P.E.#58705 i li i I TABLE 8A � Mullion Capacltj Table Ibfi/82 Opening Width(for varticaly-sperning mullions)or Opening Height(for hodtortaly-sperWng mu lions) 60In 601. 701n a soIn 901n f0 in 1201n 1401n 1601. �'H LLO Rectangular Trepn'dang. Reclmpuier Tmp711ian9. Redengular Traprt'deng. RedenBular TraplTdanO. Reclengalar Trep/Olarg. Redengular Tre{yTdeng. Reelaneular TrepRdeng. Raetonpulsr Trapildang. Rectangular Traprrdong. I. cl 1.26"X Loading Loading Loading Loading Loading Loadng Loadng Loafing Loadme Loading Loading Loading Loading Loading Loading Loading Loading Loading ox V 3.188"x .266"Alum 2r Ir Tube Mull $ a a a6� g as ^ $, g, g, N S S t� So S B d S` S So S So S R S tt S� S S S S S S S S� S c9` S S S S 3 9 s� g- �� kr �• � �= .� �A L? IS is MIS 421n 170.0 620 170.0 435. 170.0 744 170.0 478 170.0 Me 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 621 110.0 1240 17D.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 161.6 1769 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 Set 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 164.8 1648 170.0 680 132.7 1648 170.0 680 116.1 1548 170.0 660 =3 _ 60.625 In 170.0 1 747 170.0 1 583 1 170.0 896 170.0 631 1 170.0 1046 170.0 684 170.0 1195 1 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 1 170.0 766 104.4 1468 170.0 766 o to 541n 170.0 797 170.01 8121 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 858 122.3 1376 170.0 851 104.8 1376 170.0 661 1 91.7 1378 1 170.0 B61 M U) O O Win 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 078 139.0 1158 167.4 830 156.8 910 111.2 1158 150.0 912 92.7 1158 144.8 905 70.4 1158 144.8 905 69.5 1156 144.8 905 1---• W 4o J 631. 170.0 930 170.0 745 160,1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 108.7 1051 1 .3 837 98.1 1051 125.7 830 60.1 1051 119.5 822 08.6 IOSt 110.1 821 60.0 1051 110.1 821 d J 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 112.8 767 83.6 967 ID6.6 769 69.6 857 100.0 750 69.7 957 98.9 745 $2.2 957 98.9 748 z J g m J c 721. 128.7 804 135.2 688 107.3 004 115.2 684 91.9 804 101.3 871 60.4 604 91.4 660 71.5 60{ 84.1 850 84.4 804 78.8 847 53.6 801 72.3 603 48.0 804 89.9 829 40.2 804 69.8 628 n 5 v W J 761. 109.4 722 114.4 630 91.2 722 97.2 618 782 722 85.3 606 68.4 722 76.7 590 60.8 722 70.3 688 54.7 722 65.5 580 45.8 722 69.5 670 39.1 722 56.7 665 34.2 722 56.2 fib{ J '0 o U �z 78 In 101.2 605 105.6 600 84A 885 89.8 588 72.3 685 78.5 577 63.3 605 70.6 666 60.2 685 64.5 560 60.6 685 60.1 653 42.2 655 54.3 643 36.2 685 51.4 537 31.8 885 50.7 576 F 90 In 65.9 515 68.0 457 go M9 47.1 515 50.1 441 41.2 515 A25.2308 36.0 515 40.8 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.6 407 20.6 515 29.1 404 Q 4 )( z N 9G In 64.3 453 65.8 404 397 35.8 463 41.0 391 33.9 453 30.2 453 33.0 379 27.2 453 30.4 374 22.0 453 26.6 360 19.4 453 24.3 360 17.0 453 22.9 356 y d o-O 15 1081n 38.1 358 39.0 323 318 27.2 358 28.4 313 23.8 358 .21.2 358 22.7 304 19.1 358 20.8 300 15.9 356 18.0 293 NS CMItI In 35.1 338 35.8 306 1 301 25.1 338 26.1 297 22.0 338 19.5 330 20.9 289 17.6 338 19.1 285 Of x1201n 27.8 290 28.3 264 260 19.9 290 20.6 256 17.4 290 15A 290 16.4 249 U to 1441. 16.1 .201 16.3 186 d o- Z Q mSQ TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: g mAncho r COacity Tablelbs ANCHOR CAP. o" ani �611rc� Sursl2le� 2.7k Corcrde 3.6k Cmc. H09av CJ.IU Filled CMU PF Nam Lldal (DP,)X( )=ANCHOR CAP.,, 5'16'Elco 1/4'SS Ito 1y16'Elco U4'SS Elco 410 Sled h12Stetl 412 Steel MULLION CAP.,w,,,., AnchorCtlP Patterns Anchor lYDO: S'16'Elcoalrxm t/4'Ekouaracon Ullreeon Wig'Elco uliracm U4•EkoUllracon Aggrecdor u6mcm AggreOatm Scrax(G5)Stray(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eaga aslarce gnY V 2-u2' 1• 2-112' 3118' 1• 2-112• 1• 2-ur 2' 33/6' 2• 0.46' 0.54' 9.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emtedilfell n 13r4• 13'4• 1314• 13'4' 2• 1-U4' 1-114' 1-114' 1-114' 1-114' 1414' T t-ant' 13'8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 4,76-IAM O.C.I Standard m Odsel Clip(Dg.1)' 30 IDS 390 R6 450 lbs 600 Ies _1644 IDS 270 IDS 280109 3M IDS 7401Ds 3741bs 664 IDS 916Ibs 1 3111os 442118 560 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amnors@t.15•Ialao.c.rslandam(or onsegclip frlgz) 463IDS 7aolDs luq urA 3Wtts tvA fuq nrA IUA fuA W2ms eeslm ft�llx CAPACITY(FROM THETABLE)OFTHESELECTED 4AnNprs@3'Rtin.O.C.IC2)2(5AriglaCSpslog.3) 780 IDs 7801to M01DS 1AtUANIA ts 510103 lifiO lm IUA 760It8 748105 8801D5 1892 IDs W2ms amits 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Archors@0.45'I,IIn.O.C.IULIip,In1o.125'Alum.n.4) IIIA IUA II/A N/A IUA IIIA IUA II/A IUA IUA II/A IUA 14301m CAPACITY WHICH MAY BE USED TO QUALIFY i Ardor/F4111p in 9,6) 196IDS 105 IDS 225109 m 135It, 140 IDS 1771DS 370103 1671bs 332 IDs 4731D9 170lbs 2211DS 280IDS ADDITIONAL ANCHOR OP S FROM THE 2Ancrlors®1.16•I,IIM O.CJ F4711 (Fig.6)' 240IDS 350105 H/A IIIA 190108 IIIA IUA 11/A IUA IUA 1311103 44263 560 It. ANCHOR CAPACIT LE. PRODUCTFEVIS13D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as MIMMY108 with(be l+lodda Bulldl"Cod�Conaol r-f.J AOR•pIm100 N .Vl. FIGURE 1: FIGURE 2: TABLE NOTES- F--1.250•--1 BY- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami Ede Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABL � NLYNN....... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• �a'� .VICENSF'•. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS X''• ' CLIP MUST r1 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266• _ No.58705 '•,�` IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL C _- FIGURE 4: FIGURES., FIGURE fi: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE T O S Al O_5 (V�: • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 '•.• J \ 1.25'X3.188•X.265•MULLION i <ORIDI`. • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A--ALL 1.114•VF MULLION) i�iS G • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ( i��S/0 `CN 1�` 910&fi12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.6NNI f(.LER,P.E. • FL P.E.9 58705 I TABLE12A Mullion Capacity Table Ibsfie 0 Opening Width(forwrticaily-spereingmullons)or0peningHeight(for hodzonlelly-speniflgmUllons) 1 9 9�124� F5 50in Sol. 70 In 8o in 901n 7001. 1201. 1401n 1601. Z -� u Ratengul4r TroplTdano. Reetong.Im Tia".ng. Rectangular TraplTdang. Rocton8dar 7rapTtleng. Rectangular TmpTdang. Redangder TropTdang. Recbnguler Trop/illeng. ftodanBuler TrapRdang. Reelengular 74epffdeng. c� Cs O 2X4X.26 Loading Loadng Loading Loading Loading Loading Loadng Loadng Loadieg Lac, Loadng Loading Loading Leadng Loadng I Loading Loafing Loadng yo Alum.Tube . ..^ .. �. x a •'� '.. •',. '.. .. 4 '� €,. '� €,. F '� Mullion Z. 2L a �. g, a , �. n o g s a� s �� a s� ���' �$ 3s�s�' �dg` a9s� >: a� h. 3aa�• § b �� ae� . Na E : ; 9 1` � Q1 � Tn Z 421n 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 270.0 521 170.0 1486 170.0 521170.0 1735 X170.0 621 170.0 1883 170.0 621 Q H 48 In 170.0 708 170.0 524 170.0 850 170.0, 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 .170.0 680 170.0 170D 170.0 680 170.g 1983 1170.0 680 170.0 2267 170.0 6110 J W 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1 170.0 1494 ,170.0 756 170.0 1793 170.0 756 170.0 2092 1170.0 766 170.0 2391 170.0 7M a. 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 17D.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 7231 ;170.8 861 170.0 2550 170.0 881 W o O Q 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 096 170.0 1711 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 X170.0 1063 760.0 2680 170.0 1063 co 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 '170.0 1122 170.0 2231 170.0 1169 166.7 2553 1170.0 1171 145.9 2653 170.0, 1171 J 66 In 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1165 176.0 1946 170.0 1210 170.0 2338 170.0 1275 161.8 2437 1170.0 1286 132.0 2437 170.0 1288 7 721. 170.0 1067 170.0 076 170.0 1275 170.0 1009 170.0 1468 170.0 1128 170.0 7700 170.0 1228 170.0 7913 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184170.0 1529 109.2 2184 170.0 1630 Z 761. 170.0 1122 170.0 977 170.0 1346 170.0 1080 170.0 1510 170.0 1208 770.0 1794 170.0 1322 165.1 1960 170.0 1421 748.8 1960 170.0 1605 121.8 1960 181.0 1648 108.1 1960 164.0 1635 92.9 1860 162.7 1531 W >>>> W n9 5 rcz 78 in 170.0 1151 170.0 887 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1.2 170.0 1389 152.7 1881 170.0 1474 137.4 1861 163.f 1600 114.5 1861 147.3 147) 98.2 1861 1139.8 1458 85.9 1881 137.6 1451 Q Q 901n 170.0 1326 170.0 1144 149.1r971 156.0 INS 127.8 1396 136.0 1168 111.E 1398 121.3 1179 99.4 1398 110.2 1162 119.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1096 f'- J J Q m O g01n 147.4 1229 151.5 1098 122.9 127.8 1079 105.3 1229 111.2 1061 92. 1229 88.9 1044 81.9 1229 89.6 1029 7J,7 1229 82.4 1016 61.4 1220 72.2 093 62.7 1229 85.8 977 46.1 1229 62.1 967 3ft4Z O 1061. 103.5 971 105.8 877 88.3 09.0 862 74.0 971 77.2 849 84.7 071 88.4 831 67.5 Wt 61.8 826 61.8 971 56.6 816 4J.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.0 771 fnN rb a111 in 95.4 919 97,3 8]2 70.5 81,9 678 80.1 919 70.9 806 59. 010 02.9 704 fi3.0 919 50.7 784 47.7 919 61.8 774. 39.7 919 44.8 766 34.1 919 40.2 742 28.8 819 37.1 7J2 WX 1201n 76.5 786 76.8 716 62-9 64.6 705 63.9 788 55.8 685 47.2 786 49.4 6118 41.9 786 44.4 077 37.7 766 40.5 688 31.6 786 34.9 653 27.0 786 31.0 641 236 7144 In 43.7 648 44.2 604 36.4 37.0 496 312 646 J1.9 481 27.3 516 28.2 485 24.3 548 23.3 479 21.8 616 1'22.9 474 10.2 648 10.6 184 15.8 646 17.2 455 13.7 648 16.6 448 Q N Q Q Q TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Z m� Anchor C Specify Table(lbs) Q 5:Q suDstmle: 2.7k Concrete 35kemc. Htllowaau FmedeLN PTweod mal (pP-)XlANCHORCAP.,,,,, \_ANCHORCAP.,,, \\MULLION CAP.-,,,,,,/ 5116-Elto 114'SS Eke&16'Elco 114-SS Elco #10 Slat! 912S1ce1 M2 SIMI Anchor Type: 3'i6'EIco Ullydcal 1146 Elco Uttmcon 3'1G Elco Ullman ild^EkoUllmron - AnchorCllp Patterns unmcon AggeOffior unman AggreOala screw(G6)scree(es) Screw(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance 0,n) 1' 2-U2' 1' 2-1/T 3.118• 1' 2-11T 1^ 2-112• 2' 3418' 2' 0.46' 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embednad Bn)' 13/4' 14'4' 1514' 13'4' T 1-114' 144 1-114' 1-114' 1.114' 1114^ T 1578' lag• yales ACTUAL PRESSURE REQUIREMENT FOR THE 2Arc hom@4.76^I.IIO O.C./Stadad or Offset Cilp(F1g.132): 390 IDS 390 its 450 IDS ON IM 1644 IDs 270 IDS 280 Its 35A lbs 74DIbs 374 IDS 661 lbs 816 He 311 b. 442 IDS 660 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.611'I.11a O.C./Slmckald(or COW)Clip(Fig.3y 740 ibs 740104 GID to. 1465106 1424 IDS II/A 500 IDS IIIA 6951M IUA 880 IDS IIIA 682 bs 885 IDS 1t2011n CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arcnas @ 1.71'Lflrt O.C.f SlmtlaM(a a6e0 alp Pg.4): 885 IDS 0501 768!as 19461bs Il/n t1/A las rte fl1A 789106 IIIA IUA IIIA 1022106 1327106 16801M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amrom®S't41n.O.C.I M A5Argle Clips)tng.5} 780 IDs 7 bs 6801Ds 15M IDs 7686lips 5f01D3 6o IDI IIIA 760 IDS 748 lbs 880 IDS 1802105 682 lbs 8651c4 1123 Its CAPACITY WHICH MAY BE USED TO QUALIFY 6ArcMrs(a]3'l41n.O.C./(1)2(SAigle Cops/(Flg.6} 11701D5 1170110 1020106 2)40116 2844 IDs Bt Ds 84010. IIIA 1140105 1122106 ' 1320106 2838101 1022103 1327116 1603 b4 ADDITIONAL ANCHOR OPTIONS FROM THE 3Amom@i.34"141..O.C.l U4l9p.InIDA Num.(Fig.7y IIIA IIUA N/A IUA flIA IIIA II A IIIA tUA IIIA ;VA IIIA IIIA IUA 10731 ANCHOR CAPACITY TABLE. 6ArcMrs Q0.61'LIIn.O.C./DLII,Inlo.t25 Num.(FIg.B) IIIA IUA N/A 111A tUA IIA IDA IUA WA IIIA IUA IUA 11/A IUA 21 Ibs PRODUCTR14y1SED 2 AncMrs Q 268'bllrt O.CIFCIIp(FIg Up 370106 370106 916106 743106 7121ts IIIA 280 R6 N/A 348106 fl/A 440106 IUA 311 IDs 44211. F601DS 23 wnyllyfDg Wpb The Florida. BugdiDg Cbdc 3Arc Mrs®1.71'I4m.O.C./F4plp(f1g.10) 443106 525 IDS 379IDs 073106 IIIA IIIA 353104 II/A 300119 tUA IUA IUA 611 b6 ISM lbs 640 IDS ODD�w� C•O NOTE:FORTH E OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Da'Dau. �7 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ( l� FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 1m11 odic Fmddcl Control - • • • r • • • • • TABLE NOTES: 11%it111111 j/ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \���QN q��4�i/' GENERAL INSTALLATION METHODS. • • • e • �.•'1,fGENSF •.,� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q'' -'.iI4 • • • 4.000" _,4:' No.56705 • .250 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN - THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �( r - [r_ • • LOCATIONS. ",13 STATED- ��/� FIGURE 7: FIGURE 6: FIGURES; FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNITRLpRtOP,.• G\ ' • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '��S •••••' �� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE133 AND.046'THICK(18 2'X 4'X.25'MULLION '/1 S/QNf�L 0 • IN PAIRS. GAUGO.STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 11111 I i 117 4 s t THREADS BEYOND THE MATERIAL.010 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 I MIAMI-RADE MIAMI-DADE COUNTY -" PRODUCT CONTROL,SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO ACCEPTANCE OA www.miamiditde.gov/pera/ (:: GT Industries 1070 Technology Drive North Venice,FL 34275 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 PERA- . 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. I_f 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and.has been designed to comply with the Florida Building Code inclu in h DESCRIPTION: Series "DH-2760 and DH-2860#Vinyl" White PVC Double Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00884,titled"Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09 with revision"D"dated 10/12/11,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and ex iration date by the Miami—Dade Coun1y Product Control Sgaign. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant , b LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and.removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1103.07 and consists of this page 1 and evidence pages E-1 and E-2,as well ° as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.11-1013.20 MIAMt•DADE COUNTY Expiration Date: September 22,'015 Approval Date: December 08,2011 Page 1 " REVISIONS REV DESCRIPTION DATE APPROVED 53 1/4" MAX. FRAME WIDTH C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. D FBC 2010 CODE CHANGE 10/12/11 J.J. 6" MAX. 10" MAX. 6" MAX. O.C. � BALANCE POCKET STIFFENER �— I I I I (2) TYPICAL EACH JAMB 6 I X MAX. O.C. 78" 6" 6" -� r 3" MAX. MAX. FRAME HEIGHT F//; SPRING LOADED LOCK 11" (INSIDE) 34' MAX. O.C. I I MAX. �— D.L.O. 6" MAX. SASH REINFORCEMENT WEEP SLOT 2 2 7/8" •14" x 1.5" TYPICAL 45 X1/2" MAX. D.L.O. DH2760 AND DH2860 PVC EQUAL DOUBLE HUNG WINDOW EXTERIOR VIEW D PRESSURE RATING I IMPACT RATING +6 . SMALL -8 .0PSF MISSILE IMPACT DH2760 WITH GLAZING TYPE A,C 6 D DH2660 WITH GLAZING TYPE 8 LYNN PGT INDUSTRIES e�:' eta se 1070 TECHNOLOGY DRIVE = *: No.58705 PRODUCT REVISED NOKOMIS, FL 34275 as gomplying with tiro Florida /S * . building Coda DH2760 PVC DOUBLE HUNG WINDOW IMPACT -� K. ( r Acceptauco Na - 0 %�1••, I Cxpiral�on Date 15 DHI2860 PVC DOUBLE HUNG WINDOW IMPACT t7 STATE 0 ELEVATION AND ANCHORING •.,�toRfDP.•'G��� ICY S ...... Miami a odaot ak DRAWN, DWO N0. REV /�//i S�0 �? TJH 08-00884 D NAIIt��� SCALE DATE SHEET A. Lynn Miller, P.E. NTS 10/27 09 2 OF 7 FL P.E. #58705 I 2 5/8" MIN. 2X BUCK/WOOD FRAMING REVISIONS _ EDGE DISTANCE BY OTHERS, 2X BUCK TO REV DESCRIPTION DATE APPROVED 8E PROPERLY SECURED C ADDED HARDWARE TO SHEEP 3 8/17/10 R.L. d d•G APPROVED SEALANT MINS EMB. a D FBC 2010 CODE CHANGE 10/12/11 J.J. 1 1/4" a •'.Q BY OTHERS MIN. EMB. 1 METAL STUD p 16GA MIN T- � � 1/4" MAX. BY OTHERS CONCRETE SHIM SPACE d� a APPROVED SEALANT MASONRY o a�r� d 3-THREAD BY OTHERS ❑� d 1/4" MAX. a o o RIGID FILLER BY OTHERS r� SHIM SPACE MIN. APPROVED SEALANT0�, oa BEYOND 0 BY OTHERS #10 WOOD o SUBSTRATE }� ❑o❑ q SCREW 1X BUCK BY o M30RIGID FILLER �n n 1/4" MAX. BUCK OTHE UKE TO BE ❑ IRS, ❑ q IUJ �UI SHIM SPACE PROPERLY � 3/16" ITW TAPCON O i � �n IUJ RIGID FILLER SECURED EXTERIO INTERIOR O D� #10 TEK oD� HEAD&JAMB EXTERIOR INTERIOR SCREW EXTERIO \ INTERIOR W D FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD,&JAMB ' CONCRETE/MASONRYFLANGE 1NSTALLATIO METAL FRAMING FLANGE INSTALLATION HEAD SHOWN,JAMBS SIMILAR EXT lNTERlO HEAD SHOWN,JAMBS SIMILAR © EXTERIOR INTERIOR EXTERIOR INTERIOR #10 WOOD 1X BUCK BY a� o o SCREW Q�❑ #10 TEK OTHERS, 1X a� o o SCREW BUCK TO BE RIGID FILLER PROPERLY �OO 3/16" ITW TAPCON APPROVED SEALANT 1/4;' MAX. RIGID FILLER SECURED o BY OTHERS o SHIM'SPACE 1/4" MAX. RIGID FILLER R o F SHIM SPACE APPROVED SEALANT 1/4" MAX. BY OTHERS �� 1 3/ APPROVEDBY OTHERS ❑ SHIM SPACE MIN. EMM B. 2X BUCK/WOOD FRAMING 3-THREAD o BY OTHERS, 2X BUCK TO METAL FRAMING MIN. BE PROPERLY SECU SILL 16GA MIN BEYOND OODFRAMINGOR2XBUCK€LAWE BY OTHERS SILL SUBSTRATE 1 1/4' Q p Q INSTALLATION METAL FRAMING FLANGE INSTALLATIO!y�� MIN. EMB. 4 CONCRETE/ PGT INDUSTRIES . '' NSE R Q MASONRY 1070 TECHNOLOGY DRIVE Air / BY OTHERS PRODUCT REVISED NOKOMIS, FL 34275 ¢;' a 5g"t05 2 5/8" MIN. as complying with the Florida -�(, N * W EDO Building Cole DH2760 PVC DOUBLE HUNG WINDOW IMPACT Acceptance No — •ZO DH2860 PVC DOUBLE HUNG WINDOW IMPACTLu Explmtlon lMto Dl5 I pfr Z\ SILL FLANGE INSTALLATION DETAILS 0'. SIP E � CONCRETE/MASONRYFLANQEINST TION Dy Miam'Dodc Product on DRAWN: DWO N0. REV i� iC�' ...• ��i��` TJH 08-00884 D SCALE DATE SHEET A.��iyhhI M1111 P.E. NTS 10/27/09 4 OF 7 FL P.E. #58705 ., i 2 5/8" MIN. REVISIONS EDGE DISTANCE2X BUCK/WOOD FRAMING REV DESCRIPRON DATE APPROVED d C BY OTHERS, 2X BUCK TO C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. a BE PROPERLY SECURED 7F� > 1 1/4" a d Q ° APPROVED SEALANT MIN3EMB. D FBC 2010 CODE CHANGE 10/12/11 J.J. MIN. EMB. 4 BY OTHERS METAL STUD ' I 16GA MIN I- ❑ SHIM SPACE BY OTHERS CONCRETE/ i"� BYMASONRYO HERS ❑r�� 1/4" MAX. a RIGID FILLER APPROVED SEALANT ❑ � 3-THD REA SHIM SPACE o o BY OTHERS MIN. APPROVED SEALANTE= o o #10 WOOD BEYOND BY OTHERS om o RIGID FILLERSCREW o SUBSTRATE 1X BUCK BY C Cn1/4" MAX. OTHERS, 1X 3/16' ITW TAPCON p �O� q SHIM SPACE BUCK TO BE 0=0 q PROPERLY �n RIGID FILLER SECURED O EXTERI INTERIOR O oD� SCREW 10 K HEAD&JAMB EXTERIOR INTERIOR EXTERIO INTERIOR W OD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD&JAMB HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB METAL FRAMING BOX FRAME INSTALLATION CONCRETEMASONRY BOX FRAME INSTALLATION XTERIOR INTERI HEAD SHOWN,JAMBS SIMILAR ' z' HEAD SHOWN,JAMBS SIMILAR O EXTERIOR INTERIOR E INTERIOR ab0 0 O #10 WOOD SCREW 1X BUCK BY as C a #10 RIGID FILLER SCREW OTHERS, 1 X o 0 BUCK TO BE APPROVED SEALANT r 1/4" MAX. a RIGID FILLER PROPERLY C o 3/16" ITW TAPCON BY OTHERS o 1 SHIM SPACE SECURED RIGID FILLER 1/4" MAX. –�----�- APPROVED SEALANT o �� �SHIM SPACE 1/4" MAX 11 3/8° BY OTHERS APPROVED SEALANT _�SHIM SPACE MIN. EMB. BY OTHERS METAL FRAMING 16GA MIN 3-THREAD 2X BUCK/WOOD FRAMINGJ— BY OTHERS MIN. L BY OTHERS, 2X BUCK TO SILL BEYOND BE PROPERLY SECURED W OD FRAMING OR 2X BUCK BOX FRAME SILL SUBSTRATE 1 1/4" a a © INSTALLATIONMETAL FRAMING BOX FRAME INSTALLAT pM t l l l 111" ri� MIN. EMB.• n v' 4' Q CONCRETE/ PGT INDUSTRIES ;�O?.•''' NSE MASONRY 1070 TECHNOLGY DRIVE BY OTHERS PRODUCrRIMSED NOKOMIS, FL 342755aTp5 2 5/8" MIN. as comp lying with din Platida *7 NO- eceptaaceNo -I DH2760 PVC DOUBLE HUNG WINDOW IMPACT -kEDGE DISTANCE AI uJ Gxpimtin.Rota 15 DH2860 PVC DOUBLE HUNG WINDOW IMPACT SILL BOX FRAME INSTALLATION DETAILS CORETEIMASOA/RiBOX FRAME INSTALLATIONO ny Miam adcproducicoa DRAWN; DWG NO. REV FLOR��•'! TJH 08-00884 D ,SSIONP�� _......... `. 1 SCALE NTS DATE 10 27 09 SHEETS OF 7 A:le, I,IIIIe�, P.E.- 10/27/09 .E: / Fl P.E. jJ58705 I i 2 5/8" MIN. REWSIONS _ EDGE DISTANACE 2X BUCK/WOOD FRAMING REV DESCRIPTION DATE APPROVED BY OTHERS, 2X BUCK TO Q4 BE PROPERLY SECURED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. d SHEATING 1 3/8" D FBC 2010 CODE CHANGE 10/12/11 J.J. a a d a, 1 1/4"" BY OTHERS MIN. EMB. MIN. EMB. FIN TO BE �T ❑ 1/4" MAX. CONCRETE/ I OF APPROVED a � SHIM SPACE METAL STUD MASONRY ��1L SEALANT F 16GA MIN ❑ BY OTHERS ���� 1/4" MAX a� BY OTHERS ��, 3-THREAD SHIM SPACE o RIGID FILLER MIN. FIN TO BE FIN TO BE �S❑ BEYOND SET IN BED � � � SET IN BED OF APPROVED ao 0 1X BUCK BY n #10 WOOD OF APPROVED a y� o SUBSTRATE SEALANT a OTHERS, 1X E1=1 IJ SCREW SEALANT o oU 0 o BUCK TO BE p 1/4" MAX. SECUREDY E1=E1=11� SHIM SPACE RIGID FILLER O ODr-� �p RIGID FILLER 3/16" ITW TAPCON EXTERIOR INTERIOR O I�D�� SCREW K HEAD&JAMB EXTERIOR INTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCKFIN INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD&JAMB METAL FRAMING FIN INSTALLATION -CONCRETE/MASONRY FIN INSTALLATION EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR Q O EXTERIOR INTERIOR EXTERIOR INTERIOR O �DC� =d O X10 WOOD a 3/16" ITW TAPCON o o SCREW 10 TEK RIGID FILLER SCREW OT BUCK BY a RIGID FILLER �0❑ OTHERS, 1X FIN TO BE 1/4" MAX. a� o RIGID FILLER o BUCK TO BE SET IN BED S F SHIM SPACE FIN TO BE QE PROPERLY 1/4" MAX. SECURED , OF APPROVED ❑ / SET IN BED SEALANT -� FIN.TO BE o �� SHIM SPACE OF APPROVED 2X BUCK/WOOD FRAMING 1 3/8" 'i SET IN BED 1/4" BY OTHERS, 2X BUCK TO OF APPROVED SEALANT MIN. EMB. ❑ BE PROPERLY SECURED SEALANT SHEATING METAL FRAMING-� 3 THMIND CONCRETE/ BY OTHERS SILL 16GA MIN BEYOND 1 1/4" Q MASONRY WOOD FRAMING OR2XBUCKFIN INSTALLATION BY OTHERS SILL \�YP5TRATE MIN. EMB. 4 V Q d` BY OTHERS METAL FRAMING FIN INSTALLATION \0 c PGT INDUSTRIES �\r0'.•'GENSE .'•R d a 1070 TECHNOLOGY DRIVE ~ ' �� 4c ' PRODucrREvlsm NOKOMIS, FL 34275 _ �: 5gT05 _ 2 5/8' MIN. ascomptyitrgwith the Flmlda k; 140. : EDGE DISTANC 'A,p1,gcodo DH2760 PVC DOUBLE HUNG WINDOW IMPACT accopuwco No - I5 DH2860 PVC DOUBLE HUNG WINDOW IMPACT Q l" 11 II W Ez imtion Dnla $ FIN INSTALLATION DETAILS "O SZptE°� E/MASONRYFININSTA O by '�0�;'••. FLORV�P �S�: Minm'Dudo ProduCl DRAWN: DWG N0. REV �i •... TJH 08-00884 D scuE NTS Date 10/27/09 SHEET 6 OF 7 A.FL P.E. y5e705 'I MIAMPADElIIA1I1-DADS COiJi\TI' ®1 }IWAI PRODUCT CONTROL SECTION DEPARTI•IEN'I'OF PERNTITTING,ENVIRONMENT,AND REGULATORY 11805 SN 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �ti'tiF'�ti'.miamidade. o�/3>era/ PGT Industries 1070 Technology Drive, NoIconiis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile documentation submitted has been reviewed and accepted by Miami-Dade County PERA -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 Miarni-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 maturer, 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. PERA reserves the right to revoke this acceptance, if it is determined by Mianii-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin ESCRIPTION: Series "570/2770"Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing o. - 5 - 1 Rev B, titled"Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14,signed and sealed by Anthony L.Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 6) and anchors requirements, See sheet(8)for various panels configurations and limitations. 2. Rigid White PVC,Tan (Non-white)Rigid PVC and Bkown coated (Painted or laminated)white Rigid PVC to be Iabeled per referenced NOA9s) requirements. 3. Egress operable doors must comply with min clear width or height per FBC, as applicable, 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a perinanent IabeI with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein; RENEWAL of this NOA shall bedconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#I1-1018.19 and consists of this page I and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq Y. Cltanda,P.E. NOA No 13-1125.05 WfdlAMl•DAbEC6UNiY Expiration Date: April I4,2016 Approval Date: February 13,2014 __.tt` Page i GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING VARIES, LARGE&SMALL CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090 DUPONT SENTRYGLAS 1-1116'NOM. 1-1/161 NOM. (FOR PLUS), PVB=.090"DUPONT BUTACITE PVB: 7118'AIRSPACE 7116'AIRSPACNOTE: ��L�ASI.D 0"SG INTERLAYER+3/16"HS GLASS+7/16"AIR SPACE+3/16"T CAP NOTES DDING 0"PVB INTERLAYER+3116"AN GLASS+7/16"AIR SPACE+ 3/16"T CAP 3116'HS GLASS!!— — 3118•AN GLASS SURFACES GLASS TYPE C:3/16"HS GLASS+.090"PVB INTERLAYER+3/16"AN GLASS +9116"AIR SPACE WITH HEAT-MIRROR FILM+3/16"T CAP 3116•HS GLASS 3116•HS GLASS SHALL NOT BE APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. PAINTrDOLAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.090•WExr. INT'► DUPONT�Exr' INT.).1/4"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEETS FOR DETAILS. SENTRYGLASO .090*PVB —3116•TGLASS 3116'T GLASS 7116' 7116• �PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 NOM 1 76 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR ' GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND class I O I 78 70 GL716 ASS I O I 78 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 37 BITE i I 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN., DONE BY OTHERS MAX. BITE I r I 37 NOA DRAWING MAP 1/4'SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER 71 2 I 17� 71 2 I 77 SHEET SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR PAINTED/ 3 GENERAL NOTES..........1 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE' LAMINATED GLASS TYPE"B" GLAZING DETAILS.........I SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS................—2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS( nSHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT.SECTIONS...........6 SCOPE OF THESE INSTRUCTIONS. 1 311s NOM ACCESSORIES...............7 9116'AIRSPACE DESIGN PRESSURES....8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3116-AN GLASS PARTS LIST....................11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116'HS GLASS- CONFIGURATIONS........12 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. HEAT-MIRROR FILM PANEL TYPES................13 THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE ♦EXT. INT.) EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 3/10'T GLASS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, ouPONT.os71 PVB 7N8' fMOBUCT kiVFSEU NOM 74 PAINTED!LAMINATED m nwNY1oY w1H+14e FI-M& 9)SHUTTERS ARE NOT REQUIRED. : SURFACE(DASHED eawig CMc 718' I 80 LINES) An.ywroMo 13-(!2�p/ 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL Bs Lf4lnitva DAN k o 1(a ITE CONFIGURATION FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10-006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; 71 2 I 75 f�ant Ba r.�44 fwa*ia5 ELCO CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES 3 (NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA; GLASS TYPE"C" ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED WITH HEAT-MIRROR FILM 12)THE 2770 SERIES USES A EITHER A PVB OR S�NTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE GLASS PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: I I I 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ��� (LYNN/y/ �� ReNsad ey onto: Ro sbn: SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B ���N'�pENSF 1�F9���� J.J. 10/11/11 FBC 2010 CODE OR C,USE TABLE 4,SHEET 9.FOR Gj_ASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN "�;' * ReH5etl 6y onto: Revlvlan: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8. _>t: No.58705 — J.R. 11/05/13 RENAMED 2870 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. Olein By. 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, O'v` I, :'�\— GENERAL NOTES &GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ���'. ST TE F ; _` 1070 TECHNOLOGY DRIVE T1118: Data: 4)FROM THEDES IGNPRESSURETABLES(TABLES 2-4,SHEETS 8&9),VERI FY THAT TH E REQUI RE D DES I GN 1T�'•,PLORIOA• a�j\� NVENICE,FL34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. i,�SS "' �� P.O.BOX 1529 5 INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 77/4/ONAL 11�``� NOXOMIS FL 34274 So�wN: moo: Shod DmvftNo. Rev. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A.L4AImILLl lx,P.E. CERT.oFaunLm929e 570/2770 NTS 1 OF 13 M D-SGD570-01 B P.E.q 56705 a i • "El"T 2-TRACK CONFIGURATIONS DETAIL 6• DETAIL ClMAX.- THIS SHEE DAYLIGHT OPENING fDLO)FORMULAS APPROX.8', WIDTH:PANELWIDTH-B-9116'DETAIL E ANCHOR DETAILA DETAIL B7 _ AIL 82 DETAIL D HEIGHT:PANEL HEIGHT-8-9116' ANCHOR LOCATIONS FOR NONSTRUCTURAL•�{ HISSHEE IS SHEE SHEE THISSHEE DETAILA LOCATIONS FOR .� i BYPASS (HEAD&SILL) I --- ----- PANEL HEIGHT=FRAME HEIGHT-2.5' POCKET : CONDITIONS. <E CONDITIONS. 21.8' .: ANCHORS INTO -_ ___ __rte EL WIDTH PAN 12•MAX.O.C. P-HOOK. O.C. -- - �^—DLO—►{ DAYLIGHT - --- --- I- OPENING WIDTH / DETAIL DAYLIGHT 1 ANCHOR @ CENTER OF 1 ANCHOR @ CENTER OF / SHEET 6 OPENING . DETAIL BI ON 8SEE TABLES DETAIL 1 ONH PANEL.SHEETS8&9E TABLES n• 7 / HEIGHT DETAILE EXT.r ON SHEETS 889. Ems,- MIS SHEET i 'X'OR'O' •X' 3.219 MIN.O.C. PANELTYPE - PANELTYPE _ 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF POCKET DETNL 1 ETAL 2 DETAIL B2 EACH PANEL.SEE TABLES ON DETAIL G2 EACH PANEL.SEE TABLES BY SHEET 5 SHEET 5 SHEETS 8&9. ON SHEETS 8&9. OTHERS ----- EXT.� ^ PANEL EXT.'1 (UNDER `\rte DETAIL 3 HEIGHT DLO 4'MIN.O.C. 4*MIN.O.C. SEPARATE SHEET 5 APPROVAL) / 3.219'MIN.O.C. - DETAIL 5 / _ CLUSTER OF 3 CLUSTER OF 3 SHEET 6 ANCHORS @STILE ANCHORS @ STILE I INTEfl SHOWN /) 1 DETNL C1 INTERSECTIONS. oE7nIL 111 < INTERSECTIONS.SEE OF CL - SEE TABLES ON TABLES ON SHEETS 8&9. � --------- OF 8'MAX EXT. :.r;.' SHEETS 0&8. EX7.'�'':`:' PANEL PANEL .. !/!A' .- (@ HEAD MIN.O.C. -------- --�- &SILL) 4•LAIN.O.C. 6•MAX.,-_ _ 4•MIN.O.C. (HEAD&SILL) - --- --- � 6•MAX., DETAIL C2 AD&SI ) CLUSTER OF 5 ., ,. ,. , DETAIL G2 (HE lL • - - ` ':•.,.'•""• CLUSTER OF 5 ANCHORS THISSHEE DETAIL ANCHORS @ STILE DETAIL G7 DETAIL 111 - - --- THIS SHEE @ STILE 2.375'TYP. INTERSECTIONS. DETNL 112 EE TABLES ON SHEETSTHIS SHE THISSHEE YRf)DUCT kFVI�EU SEE TABLES ON 8&9DETAIL 112 is tnor171ng with the Flo.ld. EXT.. •" SHEETS 8&9. EXT.v C5+2 ANCHOR PuLd Code �y�� THIS SHEE a • C3+1 ANCHOR CONFIGURATION SHOWN; Ampt+nee NoLL fZ •G 3.219• -,MIN.O.C,- -4'MIN.0.0. CONFIGURATION SHOWN; __ ........ (SEE APPLICABLE DP /spintim Uete u 'i 4 6'MAX �• (SEE APPLICABLE DP I TABLES 2,3 OR4) {{ / 6' TABLES 2,3 OR 4) Ax •t Gt�� -(TO END OF -(TO END OF NOTES: �� Ce6heb ATTACHEDJAMB ATTACHED JAMB 1)FOR CONFIGURATIONS,SEE SHEET 12 MS•Cc! DETAIL D DETAILF I ANCHOR @ 2)FOR ANCHOR EDGE DISTANCE AND -,. 1 ANCHOR @ SILL ENDS. EMBEDMENT.SEE TABLE I SHEET 6. 3 DAYLIGHT OPENING(DLO)FORMULAS: EXT.'S' HEAD ENDS. EXT• WIDTH:PANEL WIDTH-8.9116' HEIGHT:PANEL HEIGHT-8-9116' NOTE:SEE TABLE 1,SHEET 6 FORANCHCR EDGE DISTANCE AND EMBEDMENT. Roftd By. Dote: Rovklm: 1.125 JAMB (30 LYNN ;41,���%�� J.J. 10/11/11 FBC 2010 CODE Q' F ••.'}� Roveod ey. DOIo: R.&m: 1.000' ND.58705 * = J.R. 11/05/13 CORRECT DLO 1.375 \ _ ®. DBsalptbn: V.-By. •100' `� .500• 2 y r �_ ANCHOR LOCATIONS(2 TRACKS) IJ ROSOWSKI EXT �O�•. STA E F� ;'•(V�� 1070TECHNOLOGYDRIVE Tift Delo: 9 1 EXT. -1.000, VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O10" NOKOMis FL 34274 saMx T(adel sra a: shoat D oxrrerb. R, WEEPHOLE PATTERN @ 24"O.C. - WEEPHOLE PATTERN @SILL ENDS 7I i A.L9NId AIILdE(¢;P.E. CERT.OFAUIH.W192BB 570/2770 NTS 2 OF 13 MD-SGD570-01 B P.E.a 6870s I o I DETAIL 1 DETAIL 2A DETAIL 2B DETAIL 3 1X OR 2X WOOD INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY BUCKSTRIP,SEE TYP.ANCHOR TYPE.EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEETI CONCRETE/CMU DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEETS 24 HEIGHT IS OVER 96' PERANCHOR EDGECONCRETE/CMU REQUIREMENT DI STANCE 36 ASTRAGAL AOD-0N 8 9 65 o PER ANCHOR NONSTRUCTURAL 30 ASTRAGAL ADD-ON REINF. 2 9 REQUIREMENT ' ANCHOR 40 Y10X2-1l2'SMS 35EMBEb: eq p •..a MENT.''_' : REINFORCEMENT SCRFW;5 "- EMBEDMENT MENT.,._ . 20 OPTIONAL PERASTRAGAL, 11111111w11UIllillp: '•` 69 EQUALLY-SPACED AND 7' FROM ENDS(FACTORY Ud v v d TYP.ANCHORTYPE,EMBEDMENT a..... 1/4a 8 INSTALLED). �n d 6 AND EDGE DISTANCE PER MAX. 21 (I o 0 0 q P� � SUBSTRATE,SEE TABLE I,SHEETS 4 � o _ Iwlla 6�7 f nunnlnrl o II im.1-"liI4wp7 35 °cam v �d o d� � 7 •v�. 37 INTERLOCK EDGE 37 26 29 6 7 Ju 6 EXTERIOR 96 DISTANCE ASTSCREEN POCKET JI�IL P-HOOK \ / g 103 LOCKSTILE 94 SOS 16 v.••-,;° PANEL WIDTH ----- PANEL WIDTH— 100 FOR h'—1!4'MAX. LOCKSTILES, 26 DOORFRAMEWIDTH TYP.ANCHOR TYPE,EMBEDMENT ASTRAGALS, DOOR FRAME WIDTH AND EDGE DISTANCE PER FIXED 1!4 MAX 66 SUBSTRATE,SEE TABLE 1.SHEET STILES AND HORIZONTAL Q e 'f— o RAILS T DSEE NOTES EDGE 3&6 DISTANCE �LJ 98 X 3/4'SMS REINFORCEMENT DISTANCE �� p DIS BELOW 6 SCREW;3 PER RAIL,LOCATED AT CENTERLINE AND 9'FROM III 411A91111 II ENDS(FACTORY INSTALLED) FOR 28 TYP.ANCHOR 7VPE, 2318'ROW 6 6 Qq 1- f`--� o •'•2-318'ROW INTERLOCKS EMBEDMENTAND EDGE SPACING q o p ;•S ONLY DISTANCE PER SUBS? ' SEE TABLE 1,SHEET 8 - 11(ItlIt111441QN4 t'iWDUL7 H!'iV6VGID v v - EMBED. ® i' trfl8 lks Fbdu EDGE d� a a, MENT DISTANCE FIXED PANEL CLIP o� Sam+ L AND ANCHORS,SEE �_�, CONCRETE/CMU Ls�wt(u< DETAIL SHEET7 116 STANDARD SCREEN 111 ': PER ANCHOR 2X WOOD BUCKSTRIP EMBEDMENT FIXED STILE REQUIREMENT 49 ORFRAMING,SEE EXTERIOR 125 114-MAX. l53edH4 r�ai4tCavra7 NOTE 4,SHEET TYP.ANCHOR TYPE, PANEL WIDTH AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP ,SHEET 6 OR FRAMING,SEE SEE TABLE 1 _ EDGE NOTE 4,SHEET DETAIL 3 DETAIL 2B DETAIL 3 DISTANCE INTO WOOD INTERLOCK INTO MASONRY NONSTRUCTURAL ANCHOR EMBED- 114• . MENT MAX. NOTES .,%illllllfx 1)DETAILS APPLY TO 2.3 AND 4 TRACK �0� LYNN4f, RevlsedBy: 081c Revkbn: I — CONFIGURATIONS. ��� J.J. 10/11/11 FBC 2010 CODE 200PTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION BSPACING. `� �'�,.•�LCENS, '•.F� '� C) P-HOOK Q o 3)SEE TABLES 2-4 FOR REINFORCEMENT Q-; RevtseOey: Dale: Revb)on: REINF._ REQUIREMENTS. PLATE(12 LONG,@ 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED = �' No.56705 J.R. 11/05/13 N/A THIS SHEET PANELMIDSPAN AT ALL FRAME ANCHOR LOCATIONS. o — Sr.P-HOOK ° 5)PANEL WIDTH DOES NOT INCLUDEINTERLOCKOR T ® Destrf 46 REINF. v EXTERIOR ASTRAGAL ADD-ON. 0 `i �L( u�i� HORRI UawnZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE STA F #10 X 1-1/4' P-HOOK FULL LENGTH OF THE EXTRUSION.REFER TO TEST O�•.,- R OR OP•:•G�'� � 1070TECHNOLOGYDRNe nne: Dofo: REPORTS FOR EXACT DIMENSIONS. \ N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 (5)@ 2-518'O.C. i�iSs•'. \ � P.O.BOX 1529 DETAIL 1 '��,,!1�NA� �� NOKOM(S,FL34274 se,e,n,oseo sae; 61ooe DIM"MD. Rev INTO WO A.L/I�I4E.I68705,P.E. CERT.OFAUTH.lY19296 570/2770 NTS 5 OF 13 MD—SGD570-01 B P.E.#1 R' o I - Ci 41 DETAIL 4 DETAIL DETAIL 4 INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTOALUMINUM TYP.ANCHORTYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE„ EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EM DMENT AND SEE TABLE 1,SHEET B TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER S TRATE, SEE TABLE I,SHEET 6 EDGE 1/8'MIN.6063-T5 EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 2.318' SEE TABLE I,SHEET 6 I DISTANCE ALUMINUM SUBSTRATE V TABLE 1,SHEET 6 ROW �I EDGE EDGE SPACING Vim-DISTANCE'� EDGE _ R3/8 I(�ROW DISTANCE I DISTANCE I SPACING." EMBED--• ,. S, d, SPACING I; f MENT: - •d r ••'• EMBED- -q•. .I• 8 ME I L �L.._;11 ! IM' U T1/4 u _L114"1/4� T METAL SUBSTRATES TO BE PROPERLY DESIGNED 8 1MAX 100 n 6 n 8 � MAX � 8 MAX TYP.ANCHOR TYPE,EMBEDMENTAND TRANSFER LOAD IMPOSED ON THEM U L3 u u 1X OR 2X 4 d8 X 314'SMS EDGE DISTANCE PER SUBSTRATESEE TABLE I,SHEET , 0 WOOD REINFORCEMENT SCREW; TABLE I.ANCHOR TYPES: 16 GA STEEL STUD OR A38 7 90 62 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL BUCKSTRIP, mumn. — 110 SEE 37CENTERL12•ROMINE AND W.ENDS(FACTORY Typo Substrate Mcho[ Embedm ne Dildancoe DISTANCE SUBSTRATE NOTE 4, INSTALLED). SHEET; FOR #12 Sheet Molal Screw(G5) 1318' 314" LOCKSTILES, P.T.Southam Pine �30 Q ASTRAGALS, Q (SG=.55) 114"Elco NlmCon 1.117' 1-314" EXTERIOR FIXEAND LES 79 A 1/4"Elco Crete-Flex SS4 1-11T 1.3/4" �1 HORIZONTAL Aluminum,6063-T5 min. 012 Sheet Metal Screw(G5) 0.125" 112' 8 �J RAILS Steel Stud,Gr.33 min. #12 Sheet Metal Screw(G5) 16ga(0,0451") 1/2" A36 Stool #12 Sheet Metal Screw(G5) 16ga(0.0451") 1/2" DETAIL 4 SILL RISER VARIES B P.T.Southern Pine(SG=.65) #12 Wood Screw(G5) 1-316• 314' INTO STEEL WITH REQUIRED w 26 POSITIVE DESIGN Concrete(min.2.7 ksi) 1/4'Elco UIIraCon 1.318" 1" METAL SUBSTRATE DETAILS SHOWN FOR HEAD w PRESSURE,SEE TABLE Concrete(min.3.35 ksi) 1/4°Elco Crole-Flex SS4 1.314" 1• (SIMILAR DETAILS APPLYTO FRAME JAMB AND SILL, FRAME N SEE NOTES A,SHEETS 8&9-. O EXCEPT POCKET JAMB) HEIGHT, O PANEL 3$6 0 19 114'Elco UllraCon 1-1/4' 1' SEE 0 HEIGHT O Ungrouled CMU,Jambs Only BELOW X 18 (ASTM 090) 1/4"Elco Crete-Flex SS4 1-1/4" 1-314" TABLES Z�Z = O 2,3&4 F FRAME a 17 Concrete min.2.7 ks1 1/4'Elco UllraCon "lir, 2.112" fRf)DULT K.111, D O � ( ) rn eacp171aIi wit►tot F1or6y+, m HEIGHT- 2-112' 4518' D Concrete(Mn.3.35 ksi) 1/4'Elco Crate-Flex 884 1.714" 2-112" D.Wmacjt 78 RISER 4.1110' RISER 3-1/2' Ungrouled CMU,Jambs Only 114"Elco UllraCon 1-1/a" 2-1/2" Ltn 'O ffiaa itsda ' 43 44 D RISER (ASTM C 114°Floe Crole-Flex SS4 1.114" 2-1I2' 4 `�F ��•— 26 27 Etta f 127 NOTES 31)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 122 9 12 L SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 121 13 40 91 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 101102 r7 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-0N. O 15 2 r 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFERTO V 8 R TEST REPORTS FOR EXACT DIMENSIONS.OUT4S O O U 1-1v16• \\`\ �(\.YNN M/ '7i77 �� s �a� \ / RoNsad By: Data: ReNsbn: -+ —•°• _ • •' '•` ' � GR A �� oN .. •l�F ,� J.J. 10/11/11 FBC 2010 CODE 114'r .' :' : .•• >•'. NEEDED, / `_ �1/4' ; ��.•'•\,\GENSF 'Q �i ROHsede. Defo: ReNsbn: " .'' �l..:.. SEE Mt3E M Y MAX. Ek16EOMENT .. . : NOTE 5.� J.R. 11/05/13 N/A THIS SHEET _ •-•.J�.,..MIN.2.7 KSI SHEETI --_, � A. N0.58705 _ CONCRETE pX WOOD BUCKSTRIP _ EDGE -� �--'�+ — ® DoWP�z Dmvm er _ •EUGE -� CONCRETE OR FRAMING,SEE DISTANCE — ��7� LLI�— VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE RE ENT, _'O•• /' TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE NOTE 4,SHEETI Typ,ANCHOR TYPE,EMBEDMENT •A STAT 0� ,• �/: AND EDGE DISTANCE PER SHEET6 AND EDGE DISTANCE PER % O-•.- 1070 TECNNOLOGY276 Tien: Onla: SUBSTRATE,SEE TABLE I,SHEETS ' ' •.FLOR\O4:•'• NVENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 SUBSTRATE,SEE TABLE I,SHEET 'i �` ••••••• ' �� P.O.BOX 1529 DETAIL 5 DET L 5 '�,S'S/O � \` NOXOMIs,FL34274 INTO MASONRY INT OOp A/!!1rNNNM -N\FE Sorles/Afoda<: Sala: Shoob Wnwirg Na. Ror. P.E.#58705 CERT.OFAUTH.#29248 570/2770 NTS 6 OF 13 MD-SGD570-01 B I TABLE 2: TOTAL#OF ANCHORS CLUSTEREDNONY.LYN,y41 THROUGH THE HEAD&SILL AT EACH PANEL `� UICE^, MEETING POINT.(EX:FOR C3+1,3 ANCHORSP; Series 570&2770 Anchor Quantities and Design Pressures REQUIRED AT PANEL MEETING POINT AND 3116-HS GLASS-.090' ANCHOR REQUIRED AT MIDSPAN OF PANEL). _ NO.587pg �- SGlNrES AYER+3116 FRAME HEIGHT(IN) - f __ Hs GLASS+7/16-AR ANCHORAGE TYPE PER SUBSTRATE SPACE-3116'TINT.CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN 'O'•, -z�( �6Y PRESSURE,USING THE ANCHOR .(�'. ST TE F 80 84 96 108 120 QUANTIES LISTED BELOW.SEE % F60RIDP, TABLE I,SHEET e,FOR COMPLETE mss . RID O1 a °'so so v o m a °'m d o .0 e< m m v U m a °'a m m ar U m U °1 a °i m m U Iwo p ANCHOR LIMITATIONS. ��/��NAL �`V\��� NOM. Lag. «L0 �' L° 0a o. � � a'. �' G � 19 $• � �. ' $. �° �. a'. «la" �' �° �' � �'- �'. �' g �'. rl II �� PANEL FRAME n Fa b' " .� A.LY<•Itf lv(ILL�F4,P.E. r >r f r r r r + F f r f r t TABLE KEY: NOM. P.E.#W705 WIDTH SIDE' U$ W o (o `o U `8 rn$ 'NQ h U)r`n� rq U o U) `o ni $ m+�$ ra U U) rA U RN rn m PANEL FRAME A (IN) o 2S m L isc c 8 is L� $ �" g 8 a Yo t, WOTH SIDE O O 3a 3¢ �a �a 3 3a �a �a 3a 3a 3a 3a �a �a 3a 3a �a �a oro Y ism Head&Sill C3+1 0�0 Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5- `- to .�- Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 8 6 6 8 6 6 5 ii za P-hook 0 24 P-hook 8 8 6 a 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 Pm11 r09 ssur +480.0d a 80.0 ' Design +eo.o +00.0 +eo.D +eo.o +eo.o +so.o +oo.o _+eo.o +110.0 +eo.o +ao.o +so.o +so.o +60T +60.0 +so.o +so.p +so.o +so.o +sp.o U) p Pressure .80.0 50.0 50.0 -80.0 -50.0 50.0 50.0 50.0 50.0 50.0 -80.0 50.0 -65.0 -65.0 55.0 55.0 •85.0 •65.0 •85.0 -65.0 W NOM. FRAME WIDTH q Z PANEL= 00 J Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 VVIDTH #OF PANELS W N W Jamb S 5 1 6 6 1 6 5 5 6 5 5 6 5 6 6 6 6 6 6 a 5 30 P-hook a 6 8 a 8 9 8 6 9 9 0 9 ,10 10 10 10 11 11 11 11 W r Design +6D.D +60.0 +80.0 +00.0 +00.0 +60.0 +80.0 +80.0 +60,0 +90.0 +80.0 +50.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 THE MAXIMUM NEGATIVE DESIGN V N � (1 g PRESSURE AT TtiESEANCHOR O W (� Q Pressure -80.0 -80.0 -8-0 .0 -80.0 -80.0 50.0 -80.0 50.0 50.0 -80.0 -80.0 55.0 55.0 -05.0 •65.0 55.0 -65.0 -65.0 -65.0 QUANTITIES. -O J Z 8 00 Hea SIII C3+1 C3+ C3+1 C3+ C 1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C6t1 C3+1 THE MAXIMUM POSITIVE DP AT THESE 0 W m O_ ¢, J mb 5 5 5 5 5 6 5 6 5 6 5 6 6 6 6 6 6 6 6 ANCHOR QUANTITIES.ADDITIONALLY, U R6 m ta-• F-- THE MAXIMUM DP FOR THE SILL HEIGHT m Q Q (n 36 P k 8 8 8 a 8 8 .8 8 9 9 9 9 10 10 10 10 11 11 11 11 MUST ALSO BE CONSIDERED,SEE LL F, W J b y Desi +80.0 +80.0 +80.0 +80.0 +80. +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 460.0 +60.0 +60.0 TABLE A,THIS SHEET.. Q Z Pressur 50.0 50.0 50.0 5D.0 .0 -80.0 50.0 50.0 -90.0 -80.0 50.0 -80.0 55.0 55.0 55.0 •65.0 55.0 55.0 55.0 55.0 r CO CO F.. TOTAL OF ANCHORS THROUG)I TI IE ` LO L7 Head&9111 +2 C3+2 C3+1 C3+ 05+2 C5+2 C3+1 C3+1 C5+2 C5+2 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 OUGHTP-HOOK. to W Z CD Jamb b 5 8 5 - 6 5 6 5 6 5 7 5 6 6 6 6 6 8 7 8 TOTAL#OF ANCHORS THROUGJAMB O 8 O d 42 P-hook 8 8 8 8 8 8 8 8 10 9 9 9 10 10 10 10 11 11 11 11 \ q r $ `- Z O N Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 +60.0 FIG 1: Ur Pressure 50.0 50.0 50.0 -80.0 -80.0 50.0 50.0 50.0 -80.0 50.0 50.0 50.0 •65.0 55.0 55.0 -65.0 55.0 55.0 55.0 55.0 J OH LENGTH '-7 w } $LO LO Head&SIII C5+2 C5+2 C3+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C5+2 C5+1 C3+1 W Z Jamb 8 b d 5 6 5 7 5 7 6 8 5 6 8 7 6 7 6 5 6 DOOR ASSEMBLIES INSTALLED WHERE Ix $❑ $ THE OVERHANG(OH)RATIO IS EQUAL 48 P-hook 9 8 8 8 10 8 fl a 11 9 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN I IS EXEMPTED +80.0 +SD.O 480.0 +80.0 +80.0 +80.0 +80.0 480.0 +80.0 +Bp,O +80.0 +80.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +60.0 +60,0 FROM WATER INFILTRATION Design w RESISTANCE.THE OVERHANG RATIO p Pressure -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 50.0 -80.0 -80.0 50.0 50.0 -80.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 x SHALL DECALCULA7ED BY THE 3� v x FOLLOWING EQUATION: �+ Head a Sill C5+2 C5+2 C3+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 ° CC, & 4P-hDok 6 5 7 5 6 6 8 5 7 6 9 6 TABLE A: OH RATIO=OH LENGTH/OH HEIGHT O t4 k 0 8 8 8 11 8 8 8 12 9 9 9 Wetor-Llmiled(+)Design Pressure0.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 1)THE LESSER VALUE OF TABLE Nominal SIII Actual SIII Max.(+)DP A AND TABLE 2 DETERMINES THE0.0 50.0 -60.0 50.0 -80.0 50.0 -80.0 50,0 -80.0 •80.0 50.0 50.0 Haight Height Allowed WATER LIMITED(+)DP.2)THE 1-11116'SILL MAY ONLY BE +2 C5+2 C6+2 C3+2 C6+2 C5+2 C6+2 C3+2 C5+2 C5+2 C6+2 C3+2 1-11/16" 1.688" Soo 2)al right USED WHERE WATER 6 6 8 5 88 8 6 7 7 10 6 3-1/7' 3.464" +60.0 pSi INFILTRATION RESISTANCE IS 0 8 8 8 10 0 0 a 11 9 10 10 NOT REQUIRED OR OVERHANG IS 4.1116" 4.037" +80,0 par PER FIG 1.IF SO,(+)DPS SHOWN Design +87.0 +80.0 +80.0 +80.0 +87.0 +80.0 +80.0 +80.0 +07.0 +60.0 +80.0 +80.0 IN TABLE 2 MAY BE USED. vK0I)UCT H6wrJED Pressure 57.0 50.0 50.0 -80.0 -67.0 50.0 -80.0 -60.0 57.0 50.0 50.0 50.0 45/8" 4.614" +100.0 PSI �upr3yleg wll►fYe Fb*IdJ6 D*uiz Cde f _(r2 •f7 NOTES N• RolnforoomontsRequired,(Sao Parts onShoot 10) Olass 1)DETAILSAPPLY TO2.3AND 4TRACK CONFIGURATIONS. g t{caG7aW ,U Interlock LoStile Aslfagal Astragal Adcon Top/Bottom Rail Plate(Part#24,26) Typo 2)SEE SHEETS ck/Fixetl 2.4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. Part#29 Part#26 Part#26 Part#30 Pert#26 Required for Heigltls orsr 96" A 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. tyniti 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGALADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. i MM�Di4DE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26'h Street,Room 208 •AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 EPTANCE NOA www.miamidade.gov/pera/ PGT IndustriLIne.1070Technole North Venice75 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 PERA -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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High VelocityHurricane Zone. DESCRIPTION: Series "PW's-2720/2820 Vinyl" White PVC Fixed Window-L.M.I. � APPROVAL DOCUMENT: Drawing No. 08-00885 titled"Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact", sheets 1 through 7 of 7, prepared by manufacturer, dated 08/04/08 with the latest revision "C" dated 10/27/11, prepared by PGT Industries, Inc., 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 Ex iration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County.Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the'performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1104.02 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMI•DADE COUNTY S NOA No. 11-1114.19 e �� (Approval xpiration Date: August 11,2015 2, Date: February 16,2012 Page 1 - 1 RENSIONS --48 1/4" MAX. WIDTH REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED 2-4-10 63/25/10 R.L. 44 5/8" MAX. D.L.O. 53 1/4" MAX. WIDTH B ADDED `WHITE'TO ALL PVC 07/08/10 R.L. 49 5/8" MAX. D.L.O. C 2010 FBC UPDATE 10/27/11 J.J. i NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 96" WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED 92 5/8" 2) AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO MAX. MAX. 84 1/4" 80 7/8- STRUCTURE. FRAMING AND MASONRY OPENING IS THE HEIGHT D.L.O. MAX. MAX RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF HEIGHT D.L.O. RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND—BORNE DEBRIS REGIONS. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:' A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF PW2720 AND PW2820 PW2720 AND PW2820 3,200 PSI. PVC FIXED WINDOW PVC FIXED WINDOW C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, 481/4"x96" 531/4"x841/4' GRADE N, TYPE 1 (OR GREATER). EXTERIOR VI EXTERIOR VIEW D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN PW2720W/THGLAZINGTYPESCANDD THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DESIGN PRESSURE RATING 1MPAOTRATING DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. +65.0 PSF LARGE AND SMALL 7) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .108" THICK. -80.0 PSF MISSILE IMPACT 8) PW2720 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES C AND D. PW2820WITH GLAZIN PW2820 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES A AND B. D ERATING IMPACT RATING ALL OTHER COMPONENTS IN PW2720 AND PW2820 ARE +100.0 PSF LARGEAND SMALL THE SAME. -120.0 PSF MISSILE IMPACT TABLE OF CONTENTS PGT INDUSTRIES •eF���� SHEET NO. DESCRIPTION 1070 TECHNOLOGY DRIVE 1 ELEVATION AND NOTES NOKOMIS,FL 3275 ' *: NO.58705 ; PRODUCr RflVISHID 2 ELEVATION AND DESIGN PRESSURE CHART uscomplytnawifilamplorido PW2720 PVC FIXED WINDOW IMPACT 13w1a+.sa PW2820 PVC FIXED WINDOW IMPACT 3 ANCHORING AND NOTES Apt"nu !� ELEVATION AND NOTES %�O'., sr'Te9dF1 4 BILL OF MATERIALS AND CROSS SECTIONS t u t DRAWN: DWG NO. REV ,��.�FS 'FCOR1DP 5 — 6 INSTALLATION DETAILS Ni am odoProduUCuntml TJH j 08-00885 C '�//SII�NA1 Arl 7 GLAZING DETAILS AND COMPONENTS Sne'c NTS °ATE 1A 0 21 09 SHEETI OF 7 P.E.45875t � a I i i REVISIONS REV DESCRIPTION DATE APPROVED I ' A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. C NO CHANGE THIS SHEET 10/27/11 J.J. 6" MAX. 12" MAX. O.C. I �6.. MAX. 1112" MAX. 6" MAX. 6" MAX. O.C. 6' MAX. 4" MAX.—� �8" MAX. O.C. —{ �4" MAX. 6" MAX. 8.1 MAX.D.0 �' 4" MAX. -�• � NOTES: I / i / 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 8' MAX. WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF O.C. 8" MAX. 1/1.6" OR GREATER OCCURS. MAXIMUM ALLOWABLE -� OT— SHIM STACK TO BE 1/4". 2) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH.SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS 6" MAX. 6" MAX. 4" PAST THE FRAME THICKNESS. LOCATE ANCHORS AS I— �— SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) ALL FASTENERS TO BE CORROSION RESISTANT. PW2720 AND PW2820 PW2720 AND PW2820 PW2820 PVC FIXED WINDOW PVC FIXED WINDOW PVC FIXED WINDOW 53^x76" 48 7/4"x 96" 53114'484114' EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW i PGT INDUSTRIES ��`��.•''��GENSE '•.Fp '�, 1070 TECHNOLOGY DRIVE PItODUCTREVISED NOKOMIS, FL 34275 = *:• NO.56705 uvcldin(s agH•VIiiluFlotida PW2720 PVC FIXED WINDOW IMPACT Duilding Cad�- _p e Actance N \l PW2820 PVC FIXED WINDOW IMPACT Lo � 11WExpppplIII�roronnppppn���DDA / ANCHORING AND NOTES %�� STA EOF :'Dnda roocDRAWN: DWG N0. TJH 08-00885 RC S101W-�? ` A.Lyn �111�.b!E SCALE NTS JDATE 10/21/09 1 SHEET3 OF 7 P.E.#68705 I ' w I wi REVISIONS 2 5/8" MIN. CONCRETE/ EDGE DISTANCE REV DESCRIPTION DATE APPROVED MASONRY 2X BUCK/WOOD FRAMING p PER OAOE LETTER DATED z-4-10 03/25/10 R.L. BY OTHERS d 'a BY OTHERS, 2X BUCK TO d BE PROPERLY SECURED C NO CHANGE THIS SHEET 10/27/11 J.J. d d, (METAL STUD 3_MIND MIN. EMB. 1 3/8" 16GA (.060") BEYOND MIN. EMS. MIN. SUBSTRATE BY OTHERS APPROVED SEALANT 1/4" MAX APPROVED SEALANT 1/4" MAX. BY OTHERSOBY OTHERS SHIM SPACE APPROVED ED SEALANT a�0 1/4" MAX. � SHIM SPACE r 1X BUCK BY OTHERS, �OD D i BY OTHERS �O D SHIM SPACE RIGID FILLER 1X BUCK TO BE RIGID FILLER PROPERLY SECURED RIGID FILLER EXT 16" ITW TAPCON SWOOD CREWX10 TEK AIOR RIOR SCREW EXTERIOR INTERIOR HEAD HE HEAD CONCRETE/MASONRY FLANGE INSTALLATION WOOD FRAMING OR 2 BUCK FLANGE INSTALLATION METAL FRAMING FLANGE INSTALLATION HEAD SHOWN,JAMBS AND SILL SIMILAR HEAD SHOWN JAMBS AND SILL SIMILAR HEAD SHOWN,JAMBS AND SILL SIMILAR 2 5/8" MIN. CONCRETE/ EDGE DISTANCE MASONRY 2X BUCK/WOOD G BY OTHERS4 BY OTHERS, 2x BUCK T s •4 �. 4 BE PROPERLY SECURED d e, 3-THREAD 1 1/4" 4 d METAL STUD MIN. MIN.-fFMA" 1 3/8" 16GA (.060")--, BEYOND tMIN. EMB. MIN. SUBSTRATE 1 4 BY OTHERS APPROVED SEALANT BY OTHERS 1/4" MAX. APPROVED SEALANT a�� 1/4" MAX. aq" 1 4" MAX. O O SHIM SPACE SHIM SPACE APPROVED SEALANT O O / 1X BUCK BY OTHERS, BY OTHERS SHIM SPACE 1X BUCK TO BE D BY OTHERS D PROPERLY SECURED RIGID FILLER RIGID FILLER RIGID FILLER 3/16" ITW TAPCON #10 WOOD SCREW K EXTERIOR INTERIOR EXTERIOR INTERIOR SCREW EXTERIOR OR HEAD H HEA CONCRETE/MASONRY BOX FRAME INSTALLATION WOOD FRAMING OR 2X BUCK BOX FRAME INSTAL lON METAL FRAMING BOX MEI STALLATION HEAD SHOWN,JAMBS AND SILL SIMILAR HEAD SHOWN,JAMBSAND SILL SIMILAR HAD SHOWN,J BSAND SIL SIMILAR \\\\\\t LYNN 117���'/ EN 1070 1070 TECHNOLOGY DRIVE = kr raonticrRPvlsa3 NOKOMIS, FL 34275 _ No.�e7o5 m complying with Deo Florida ! FW2720 PVC FIXED WINDOW IMPACT — � * lY Au7ding Cod' %,—%\\A j PW2820 PVC FIXED WINDOW IMPACT �� Acceptance d' ' IJ Aire o Da p�� INSTALLATION DETAILS �Q�•. STATE OF EV Miond•MdoProductControl TJH owc No. 08-00885 RC CALE NTS DATE 10/21/09 SHEETS OF 7 ALP.E.058705E i REVISIONS REV DESCRIPTION DAR: APPROVED 2 5/8" MIN. EDGE DISTANCE /A PER DADE LETTER DATED 2-4-10 03 25/10 R.L � C NO CHANGE THIS SHEET 10/27/11. J.J. CONCRETE/ 4 v BUCK/WOOD FRAMING .a a 2X 1, MASONRY 46 BY VTHERS, 2X BUCK TO BY OTHERS v d d• 1 1/4" BE PROPERLY SECURED a MIN. EMB. MIN.1EMB. 'FIN TO BE FIN TO BE —L SET IN BED OF 1/4" MAX.. SET IN BED OF a�� 1/4" MAX. SHIM SPACE APPROVED SEALANT APPROVED SEALANT O O SHIM SPACE 1X BUCK BY OTHERS, D RIGID FILLER �0 D RIGID FILLER 1X BUCK TO BE PROPERLY SECURED 3/16" ITW TAPCON X10 WOOD EXTERIOR INTERIOR SCREW EXTERIOR INTERIOR I HEAD HEAD CONCRETE/MASONRYFIN INSTALLATION WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN,JAMBS AND SILL SIMILAR HEAD SHOWN,JAMBS AND SILL SIMILAR i; 3—THREAD METAL STUD—OINTERIOR MIN. 16GA (.060") MIN, BEYOND BY OTHERS SUBSTRATE I FIN TO BE o0 SET IN BED OF 1/4" MAX APPROVED SEALANT SHIM SPACE URIGID FILLER10 TEK PGT INDUSTRIESEXTERIOR SCREW ' 1070 TECHNOLOGY DRIVE *; RonvcrREVISED NOKOMIS, FL 34275 - No.56705 wmplYing with t6c f1odd0 A *tet— HEAD utldingCodc (�+. l,4 l PW2720 PVC FIXED WINDOW IMPACT ! Q : u METALFRAM/NGF/NlNSTALLATlON cccpWnreNo PW2820 PVC FIXED WINDOW IMPACT i`° `JR�I� LU HEAD SHOWN,JAMBS AND SILL SIMILAR xpl/mi n ,/5 INSTALLATION DETAILS ��0 FTA EOF •:�� By LOR10P.`••'•G,\�� 10 YcoductConvol TJHN: Dwc No. 08-00885 RC "I'll/ , 1 NAL����• A.Eyn1111111If� SCALE NTS DATE 10/21/09 SH-6 OF 7 P.E.H 58705 MIAMI•DWDE MIAMI-DADE COUNTY,FLORIDA - PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CCEPTANCE OA www.miaini(lade.gov/pern/ PGT Industries 1070 Technology Drive Nokomis,FL 3427 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 PERA- 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,themanufacturer will incur the-expense of such testing and theAHJ___ _ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the eight to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 1'2&3 LT HR-2710MU HR-2810MI"White PVC Horizontal Roller Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00883, titled Series "2/3 LT HR2710MI PVC Horizontal Roller Window-LMI-2/3 LT HR28IOMI PVC Horizontal Roller Window-LMI", sheets 1 through 11 of 11, prepared by PGT Industries, dated 10/27/09, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County'Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1210.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned atove. ` The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.11-1114.1 MIAMI•DADE COUNTY Expiration Date: December 23,2015 y�I Approval Date: February 09,2012 Page 1 109" MAX. O.A. WIDTH REVISIONS 36 1/4" ACTIVE SEE 5 ANCHOR REV DESCRIPTION DATE APPROVED SASH WIDTH 38 1/2" FIXED SASH WIDTHCLUSTER DETAIL SHEET A PER DADE LETTER DATED MAR. 24, 2010 5/19/10 R.L. 32 3/8" 5 TYP. HEAD & SILL D.L.O. WIDTH 32 3/8" D.L.O. WIDTH C 8 REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. 6" MAX. 7 C NO CHANGE THIS SHEET 10/27/11 J.J. TYP. Ile I 12 3/4" / O.0 TYP 0 j LOCK AND T KEEPER Iv Or/ j I j O. 9/16" O.A. SASH HEIGHT 63" D _ _ _ _ _ _ _ I _ 154 1/4- MAX. O.A. 7 " O ' DHEIGHT x X i HEIGHT 8.1 To 6" MAX. 0/ �/ / LOCK AND TYP, KEEPER 6" MAX. 13 1/4" MAX. 6" MAX. TYP. O.C. TYP. NP WEEP SLOT 4" MAX. 4" MAX. A 16" M . 12" MAX. 1.5" x .140" 4„ 4" MAX. O.C. TYP. TYP. 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 109")63' EXTERIOR VIEW 3LT HR2810MI WITH GLAZING TYPES A AND B DESIGN PRESSURE RATING IMPACTRATING INSTALLATION ANCHORS +75.0 PSF LARGEAND SMALL SEE NOTES 6, -100.0 PSF MISSILEIMPACT 7 AND 8 SANCHOR CLUSTER DETAIL SHEET 1 WITH11/2"SILL RISERlTEM1l35 TYPICAL HEAD AND SILL VVtIIIIIItf�7j, PGT INDUSTRIES ��\V��O•'��CENSg'�FP,�: 1070 TECHNOLOGY DRIVE PRODUCT REVISEDNOKOMIS, FL 34275 NO.58705 ns complyinC wish tlm l�lorid0 _ * •• _ Duitclinbcade 2/3LT HR27IOMI PVC HORIZONTAL ROLLER LMI = _ Acccptnncexo — < 1i 2/3LT HR281OMI PVC HORIZONTAL ROLLER LMI =� � G( 1xpi,ai m m za( ELEVATION AND ANCHORING R STATE OP vtiami ado ProductCon�tr f DRAWTJHN: Dwo NO. 08-00883 RC A.LIPnIMIAdrl P.0 I V SCALE NTS DATE 10/27/09 ISHEE15 OF 11 P.E.1166706 CONCRETE/ 2 5/8" MIN. 113/16" MIN. EDGE DIST. REVISIONS MASONRY EDGE DISTANCE REV DESCRIPTION DATE APPROVED BY OTHERS APPROVED SEALANT d 1 3/8" B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. 4 C BY OTHERS MIN. EMB. a• I C NO CHANGE THIS SHEET 10/27/11 J.J. MIN.1EMB. v d d 2X BUCK BY OTHERS, HREAD 1/4" MAX. 1 j METAL STUD M3 TBEYOND 2X BUCK TO BE SHIM SPACE 16GA MIN SUBSTRATE ,- PROPERLY SECURED BY OTHERS APPROVED SEALANT + SZ o RIGID FILLER 1 4 MAX. LL_JJ APPROVED SEALANT BY OTHERS �d SHIM ❑ BY OTHERS ❑3d 1/4" MAX. �,❑ ❑ Q #10 WOOD �❑ SHIM SPACE 1X BUCK BY �p SCREW OTHERS, IX RIGID FILLER y� 0 0 0 BUCK TOR E ���� ❑ O OD o�oLJ ❑ RIGID FILLER PROPSECURED ❑ Q 3/16" ITW TAPCON O OD ❑ ❑ #10 TEK EXTERIOR INTERI SCREW oD HEAD&JAM- O oD OOD WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION j O oD EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR EXTERIOR INTERIOR HEAD&JAMBHEAD&JAMB CONCRETE/MASONRY FLANGE INSTALLATION EXTERIO O I METAL FRAMING FLANGE INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR p EXTERIOR Q o� Q oD INTERIOR EXTERIOR TERIOR ❑ ❑ I�❑,J #10 WOOD �� SCREW ❑ ❑ ❑ ❑ ❑ ❑ APPROVED SEALANT a �� RIGID FILLER j #10 TEK APPROVED BY OTHERS 1/4" MAX. SCREW SEALANT �J o ❑SHIM SPACE a RIGID FILLER BY OTHERS 3/16" ITW TAPCON 11E1/4"RIGID FILLER MAX. 1X BUCK BY 2X BUCK BY OTHERS, I APPROVED SEALANT o �� SHIM SPACE OTHERS, 1X 2X BUCK TO BE 1 3/8" BY OTHERS BUCK TO BE o `�� T SHIM,SPACMAX'E PROPERLY SECURED N. EMB. 0 PROPERLY METAL FRAMING 3-THREAD SECURED I 13 16" MIN. 16GA MIN MIN. SILL E GE DIST. BY OTHERS BEYOND CONCRETE/ WOOD FRAMING OR 2X BUCK FLANGE SILL SUBSTRATE 1 1/4" .Q MASONRY INSTALLATION MIN. EMB. C V d d' BY OTHERS METAL FRAMING FLAN \� GE INSTALLATI "logIIIIIIIIrI7j Q a' a PGT INDUSTRIES ���N•���ENse" . � �; >UCTREVISGD 1070 TECHNOLOGY DRIVE nv complying NOKOMIS, FL 34275 e' 58705 2 5/8" MIN. !Yng with tho Florida HD' EDGE DISTANCE BuildinRCodo p! Acccpthmcu No �1 ,�' 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI _ Fx t nDatc 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI - a D�°l�i� W SILL I INSTALLATION DETAILS '' stA�E P CONCRETE/MASONRY FLANGE INSTALLATIONDRAWMiami adapro uctContr FLOR�QP'���� TJHN. OwO No. 08-00883 RC ����;cSS10NAL ' A.Lyrrnlalllldr)�.�� Sr E NTS DATE 10/27/09 SHEETB OF 11 P.E.458705 i i 2 5/8" MIN. ,-- --� 13/16" MIN. EDGE DIST. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED d v 2X BUCK BY OTHERS, 1 3/8" B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. G 2X BUCK TO BE MIN, EMB. d• PROPERLY SECURED C NO CHANGE THIS SHEET 10/27/11 1 J.J. MIN EMB. v 4 4 3-THREAD APPROVED �� 1/4" MAX. METAL STUD MIN. BEYOND -r— SEALANT SHIM SPACE 16GA MIN SUBSTRATE 1 + BY OTHERS =a BY OTHERS APPROVED CONCRETE/ o RIGID FILLER SEALANT �[� 1/4' MAX' MASONRY n3o� APPROVED �l� 1/4" MAX. SHIM SPACE BY OTHERS ❑ ❑ BY OTHERS ❑ ❑ �� SCREWWOOD BY SEALANT OTHERS ria SHIM SPACE 0 o RIGID FILLER C3 C3 1X BUCK BYo40� ❑ ❑ RIGID FILLER OTHETO BE 3/16" ITW TAPCON O OD o 4 o ❑ PROPERLYBUCK ❑ ❑ El ❑ #10 TEK W SECURED SCREW D EXTER! O D HEAD&JAMB D o WOOD FRAMING OR 2X BUCK BOX FRAME INSTAL r ON EXTERIOR INTERIOR EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR ' HEAD&JAMB HEAD&JAMB METAL FRAMING BOX FRAME INSTALLATION CONCRETE/MASONRY BOX FRAME INSTALLATION ERIOR Q DSO Q O� TER10 HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR O oD Q oD TERIOR EXTERIOR oD o� NTERIOR ❑ • 10 SCREW OD ❑ a a ° #10 TEK ❑ ❑ L APPROVED El a RIGID FILLER O SCREW SEALANT Elio 1/4" MAX. RIGID FILLER 3/16" ITW TAPCON BY OTHERSo LSHIM;SPACE APPROVED a ❑� 1/4" MAX. a RIGID FILLER SEALANT o �� SHIM SPACE APPROVED 2X BUCK BY OTHERS, 1 3/8" BY OTHERS SEALANT �� 1/4" MAX. 2X BUCK TO BE MIN. EMB. BY OTHERS o SHIM SPACE PROPERLY SECURE IMETAL FRAMING 16GA MIN 3-THREAD SILL EDGE DIST. 3/16" MIN. BY OTHERS BEYOND CONCRETE/ WOOD FRAMING OR 2X BUCK BOX FRA lE SILL SUBSTRATE 1 1/4" q MASONRY INSTALLATION METAL FRAMING BOX FRAME INSTALLATIO MIN. EMB.• a e a; BY OTHERS a PGT INDUSTRIES ��\ °. %�eNSF' 1070 TECHNOLOGY DRIVE 2 5/8" MIN. 1X BUCK BY v1sDn NOKOMIS, FL 34275 _;�c: 140.58705 _ OTHERS, 1X as complying willithelloridD - - EDGE DISTANCE BuildingCOde 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI = PROPERBUCK OLYBE Acccplan.No 111 41 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI = SILL SECURED Drpi " at ZD/ INSTALLATION DETAILS . ST •' CONCRETFJMASONRYBOXFRAME INSTALLATION D) �i�< '•.,FLORI�P'' C9 1 Miami 7)odeproduct Con Vo TJHA N: DWc 140. OB-00883 RC `sION \-�?\ A.L/ kt`' SCALE NT$ DATE 10/27/09 514EET9 OF 11 P.E.N 58705 I i 4 i CONCRETE/ 2 5/8" MIN. 2X BUCK BY OTHERS, 13/16" MIN. REVISIONS MASONRY EDGE DISTANCE 2X BUCK TO BE EDGE DIST. BY OTHERPROPERLY SECURED REV DEscRtpnoN Dnre APPROVED ED 1 3/8" B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. SHEATING MIN. EMB. C NO CHANGE THIS SHEET 10/27/11 J.J. v v d G 1 1/4' BY OTHERS MIN. EMB. FIN TO BE ❑ —] METAL STUD 3-THREAD MINBEYO SET BED OF ❑�� 1/4' MAX. 16CA MIN . ND STR FIN TO BE APPROVEDD SEALANT SHIM SPACE BY OTHERS SUBATE SET IN BED OF 1 7 APPR VED SEALANT ❑ FIN TO BE ❑ SET 1/4" MAX. o o RIGID FILLER SED OF o SHIM SPACE a o40� ❑ ❑ APPROVEDD SEALANT IX BUCK BY r� #70 WOOD SHIM SPACE OTHERS, 1X a U ❑ ❑ n SCREW BUCK TO BE RIGID FILLER �o�o RIGID FILLER PROPERLYaCO3 Cl ❑ u ao�o� Cl 11O OD ❑ ❑ Cl10 TEK SECURED 3/16" ITW TAPCON S OD �� SCREWW EXTERIOR INTERI O D o f o O oD HEAD&JAMB EXTERIOR O oD INTERIOR EXTERIOR INTERIOR OOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD&JAMB METAL FRAMING FIN INSTALLATION CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR 'Q o0 0 INTERIOR H; EXTERIOR O oD Q o� NTERIOR EXTERIORQ oD O lh INTERIOR #10 WOOD PEj'Nh SCREW #10 TEK Q SCREW 3/16 ITW TAPCON a �a RIGID FILLER 1/4" MAX. RIGID FILLER a 2X BUCK BY OTHERS, SHIM SPACE RIGID FILLER 2X BUCK TO BE ❑ � 1/4" MAX• PROPERLY SECURED —� SE FIN TO BE q� r SHIM SPACE FIN TO BE `tea 1/4" MAX. FIN TO BE 1 3/8" APPROVED SEALANT ❑ 1 T IN BE OF SET IN BED OF SHIM SPACE MIN. EMB. APPROVED SEALANT ❑ SET BED OF APPROVEDD SEALANT3-THREAD L SHEATING 13/16" MIN. METAL IFRAMING 6GA MIN BEYOND CONCRETE/ BY T. BY OTHERS SUBSTRATE 1 1/4" p MASONRY SILL SILL MIN. EMB. c d: BY OTHERS WOOD FRAMING OR 2X BU �� CKFIN INSTALLATIO METAL FRAMING FIN/NSTALLATION %�1j11111IIII��i a' a PGT INDUSTRIES ��`ti�°•�,ceNaF' •.�'*., 1X BUCK BY 1070 TECHNOLOGY DRIVE :' OTHERS; 1X PRODDCTIMVISIED NOKOMIS, FL 34275 2 5 8" MIN. m I ingwit •odds EDGE DISTANCE PROPERLY lluitding a c 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI = SECURED Acceptance No t' +<< 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI a SILL Ex ire n stc /S INSTALLATION DETAILS "n '•, STATE f \_ CONCRETE/MASONAYFIN INSTALLATION Oy ��Oi(� '.........DRAW .. tvllaml Dado product CoDJ1D N. i. DING No. REV OS-00883 TJHC A.yn4 1116,101 SCALE NTS DATE 10/27/09 1 SHEET 10 OF 11 P,E.q SB70S I �