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1125 NE 91 Terr (9)MIA MhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 06- /0 7 J PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA, METRO -DADE FLAOLBR BUILDING WEST FLAGLER STREEET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305X375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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" Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • ha* Ole product or material tested for quality assurance purposes. If this product or material fails to perform in • the i ditted mabnnef, 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. BORA reserves the right • • to re■ofe this aciittnie, if it is determined by Miami -Dade County Product Control Division that this product or material foils to mat 0e requirements of the applicable building code. • • This product is annoyed as described herein, and has been designed to comply with the High Velocity Hurricane • • Zone of the FloritikMilding Code. • DESibRIPTION► Cesie "SH -701" Aluminum Single Hung Window • • • AP.PR i AL Wet/WENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of • 5, prayed by menefaoturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., beariji tje Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 LARGE MISSILE IMPACT WINDOWS NOTES: • 1/8" MAX. WINDOW WIDTH 1.) GLAZING OPTIONS: A. 5/1 6" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. A B. 5/1 6" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER I 53 1 1 - 1 1 • r. - BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 0 - - _ C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D 3/1 IR SPACE D 5 /16LLAMINAT D GLASS (. 9 0 STRENGTHENED SS 3/8" A CONSISTING F E® GLASS, AND INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (F11-1 889) AND GLASS TABLES 76; •� ,, • • :.. OW •WIND• • •• HEIGHT•• 8.. MAX ASTM E 1 300-9 8 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) • • • ••• : AT MTG. RAIL COMPARATIVE ANALYSIS TABLE: GLASS A. 5/16" LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 TYPE: B. 5/16" LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL -1889 L. 13/16" I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL -3739 D. 13/16" I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1/8 "HS) FTL -3739 A vas al NNW _ ___ '� ~ 14111v. . 4 S_: . i OI 7[o ]III 0. , _ � , . • - ' "• ► • -' • •• • • • • • •� • • • • •••• • • "' • ,,,, ..: • • VENT SIZE: 50 1/2" x 38 1 /4" • , • ; ; ,, ••• . - ••• • 1 • .• • • •. • • WINDOW WIDTH WINDOW HEIGHT "' •• • • •,, • • 38.375 50.625 63.000 76.000 26.500 A D,DD 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 - 80.0 - 66.7 - -80.0 C 66.7 -80.0 66.7 -80.0 66.7 - 80.0 68.7 -80.0 13 1/8" MAX. O.C. 37.000 ,--`+, A B, D 66.7 _ -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 C 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -76.1 53.125 4 8, D 66.7 _ 66.7 - 80.0 -80.0 63.4 66.7 -63.4 -80.0 47.9 66.7 -47.9 -80.0 48.3 66.7 -48.3 -80.0 - C 66.7 -80.0 7 63.4 -63.4 _ 58.7 _ - 58.7 _ 54.5 -54.5 I I 5 3/4 " _I_ 13 ..� I 1 6" MAX. MAX. MAX. ON CENTER TYP. HEAD & SILL R .vsd .> F.17.: D•e•: 6/3/03 R evision. : D AGD GLASS TYPE TABU Ord sy F.17. Dot. 03 /.26/03 R. vi a(o ne: C -ADD 13/16 I.G. ELEVATION �/- MAX. G Robert L. Clark, P.E. PE 9712 S truct . Dote: 10/11/01 Revisions: TABLE, EXTR. NOTES CONTINUED koi r ° 8/18/98 R TB,, Dot.: 219198 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 INDU ES Description: ELEVATION & NOTES ' °NOK TECHNOLOGY .. 275 P.O. 80x 1529 NOKOMIS 34274 t1 34 Title: ALUMINUM SINGLE HUNG WINDOW Series/Model: SH -701 Seal.: NTS Sheet: of 5 Drawing No. 4040 Rev: D - ••• • ••- • . • ••- • -- • • • ••• • •• -.... O 1 /2" NOM. - ITEM \ - DESCRIPTION V.T. # - QTY. / LOCATION - VENDOR VENDOR # 1 FLANGED r FRAME HEAD Num. 6063 -T5) ' 612225 1 ALUMAX AF -12225 2 FLANGED FRAM SILL (!um, 6063 -TS 812226 1 ALUMAX AF -12226 3 FLANGED FRAME JAMB (Alum. 6063 -T5) 612227 2 ALUMAX ' AF -12227 8 4 _ FIXED MEETi14G RAIL (Alum. 6063HS -T54) 4054A 1 INDALEX 64054A r-z BITE 5 SAS E( TOP RAIL. (Mu 6063HS -T54 4006C 1 INDALEX 64006 [ GLASS , 8 SASH BOTTOM RAIL (Alum. 6063 -T5) 612230 1 ALUMAX AF- 12230 AIM 7 8 SASH SIDE RAIL (Alum. 6063 -T5) GLAZING BEAD (Alum. 6063 -T5) 612231 6534571 2 8 ALUMAX ALUMAX AF -12231 AF- 534571 �) I • ® 9 WEATHERSTRIP -VINYL BULB 6TP247K_8 (1 per Glazing Bead) TEAM PLASTICS TP -247 10 62699C DOW CORNING 899 g 1 11 6 350 WISAFLEX BY SOLUTIA INTERLAYER i H.P.G. 12 7 00O 6" 350 W DUPO NT PV8 INTERLAYER N.P.G. . 5/16" LAMINATED 13 x .750 PHIL PN. HD. 7658PFAA, 2 (to attach Balances to Jambs) AQUA FASTENERS 14 SWEEP LATCH 1(11.5 from end of vent top rail) 2 it width c_ MINIATURE DIE CASTING PGT.214.XX 15 /8 x .625 PHIL FLT. HD. 7858WW 2 Sweep Latch Scre L Screws) 4 when using 2 Sweet Latches) MERCHANTS FASTENER GLAZING DETAILS 16 WW((NDLOAD ADAPTER (Alum. 6063 -T5) 612236 2 O frame iambs. 30 from bat.) ALUMAX AF- 12236 17 16 x .375 PHIL. P.H. TEK 78X38PPT 4 Windlood Adapter Screws) MERCHANTS FASTENER 18 WEATHERSTRIP - VINYL BULB \SASH 61P249K i at Vent Bottom Rail) TEAM PLASTICS TP -249 " 1/8" ANNEALED OR HEAT STRENTHENED GLASS • • • • .090 INTERLAYER • • • • L EX � ' - SO LUTIA OR • • ;;; ; • PVB „ • • • • • ∎ • • - • • - ,• • j . • • • • •••• • • • • • •••• • • • • • • • • - •••• • • • 19 SASH TOP GUIDE 2 1 per each balance) MASTER TOOL VINYL TECH. \PGT 20 ' SCREEN 1 , 2 21 BALANCE COVER 2 1 per each balance) wrBORG 5TAVE 22 BALANCE 2 1 0 each frame iamb) CALDWEU. -� O `•- 1 8" ANNEALED OR / 23 WSTP, .270 x .170 BACK. RN SEAL, 1235 3 O vent iambs & vent top rail) SCHLEGEL OR EQUN. 67516G 24 SASH FACE GUIDE 71087 2 1/vent iamb. 2.5" from bat.) VINYL TECH. \PGT 25 16 x .500 PHIL FLT. HO. 76X12FPAW (sash face guide screws) SCHERER IND. PROD. 28 SASH STOP (Alum. 6063 -T5) 612244 '78X1PPA 2 (0 too of each frame iamb) ALUMAX AF -12244 --. .. HEAT S 27 ;18 x 1.000 PHIL P.N. SMS 4. (Frame & Vent Assv. screws) MERCHANTS FASTENER GLASS 9 / V �- _28 SEAM SEALER 6SM55W SCHNEE /MOREHEAD SM5504 29 WINDLOAD ADAPTER PLASTIC 61207 2 (0 frame iambs. 30" from bot.) 8 PROTOTYPE INDALEX WC996 -1207 64067 30 GLAZIN� BEAD 13 18 1.9. 6063 -T5 4067 31 13/16 LAMI I.G. GLASS (1 8" HS & 5/16' LAMI W/ 3/8' AIR SPACE) PGT 5/16' LAMI - (2) UTES__OF 1/W" !E►SS W 1. f1R DUP0N 1A_ INNF8 LAYFR 32 WSTP, .187 x 22330 BACK FIN SEAL •• - •• NG RAIL SCHLEGEL OR EQUIV. EQUIV. 61060G 33 EGRESS LATCH (OPTIONAL 2 64009 64009 34 SPRING. SILL LATCH (OPTIONAL) 2 7SPRNG 35 BALANCE, ULTRA-UFT. SASHES > 401 4029 -1 2 CALDWELL 3 6 I I.G. 5/16 LAM (1) U UT T E OF 1 /8 A GLASS (1) L.ITE OF HS GI ASS W/ M90 SOLUTIA OR DUPONT PVB INNER LAYER •••• i r -- n �, r 1 / 2 " NOM. [ GLASS BITE DO PRODUCT. r REVISRD as malt Weds Raga bilis Oak Rgkmilso 1 11 1 14 ill r• . ® 13/16" LAMI I.G. .. l_, 1 /8" HEAT GLAZING DETAILS I I I Ra F 1 6/3 /03 Revision's GLASS TYPE ITEM 36 STRENGTHENED GLASS 3/8" AIR SPACE 13/1 NOM. Rena F. t. Date: 03/26/03 R.vislonw C -ADD 130 -135 1 /8" HEAT STRENGTHENED GLASS / Robert PE Clark, P.E. #39712 R.ved By: F.K. Dote: 10/11/01 Revision: TB, TABLE, EXTR. D B. 8/18/98 R.w 1NDU TRIES D.B. 2 .090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS } 5/16" LAMINATED n Oeseript►on: PARTS LIST & GLAZING OPTIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Title: ALUMINUM SINGLE HUNG WINDOW - REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 P O BOX 1529 NOKOMIS, FL 34274 s ri../INodef: SH -701 ,.: NTS sne.r: 2 or 5 Drawing No. 4040 Rev: 0 ••• • ••- • . • ••- • -- • • • ••• • •• ROUGH OPENING L - 2.784 $ 0 , 53.125 MAX. WIDTH • 49.625 DAYLIGHT OPENING 4) 0 EXTERIOR • • • . • .... ♦ • .737 �� 1.123 Lr .500 —�'_ lir INACTIVE ROUGH OPENING r� 2.710 �P� �I , _ , n n , �etp:.c It, e ® 0 ®S • • •.•• Itft ROUGH oti ., S 34.500 DAYLIGHT CO — OPENING OPENING s Iv 6 INTERIOR 0 ® 0 Z m 48.250 DAYLIGHT OPENING . r r tlll 11 0 HORIZONTAL SECTION • 16!0A0 •c, ;4"••• • • MAX. . • • • . I r [ . r 1.- r "� 1 I s' J C � • H • OUT TO • -M ' I 1 -I Q 90 O DAYLIGHT AC IVE O PENING ��� ��lrlidr mamma ,.. i OI smrii •ir O Ds 41k _ a.rr. = -11.1 OPTIONAL R .� ey F.K. Dot.: 6/3/03 R evbdon. : D ADD CLASS TYPE ITEM .36 VERTICAL SECTION L. R.. F S . K ey 03/26 /03c D 130 -135 2.330 ��� Robert L. Clark, P.E. s� �2 T Rena F. K. Rere 0.9. Dote: 10 11/01 8 18/98 Revision.: T8, TABLE, EXTR. Revisions: hp 1 _ �� .655 FiliWkilli INTERIOR 1 )rowrf 9jr: D. B. Doty 2/9 /98 INDUSTRIES EXTERIOR S 0 Description: SECTIONS $ ROUGH OPENING 2,784 —' 1 107 roKO fs O L L 2 s P BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 Series /Model: SH -701 Scab: NTS Sheet: 3 or 5 Drawing No. 4040 Rev: 0 • • ..•• • • •••• • • . •••. • • •h•••• •h•••• .737 • .• •• • •••• .••. 2.784 r .062 • •• • • • • • • = 2.274 `' • • -• • a • a ... _ ...... i •.• • • "1 187 1 ALUM. 6063 -T5 • • • • ••• .062 1.707 •••• • • • 1 •a • 1• • • ALUM. 6063HS -T54 1.451 .490 .062 .705 2.325 1.019 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1 .655 �I T 1.969 .062 1.350 �-�- ALUM. 6063 -T5 .791 1 ""• ----- 2.784 ALUM. 6063 -T5 ALUM. 6063 -T5 .062 ALUM. 6063 -T5 1 2.330 1.165 �-*- - r .062 1.348 .413 ---►1 r-- ALUM. 6033 -T5 116 47/0 Robert L. Clerk, P.E. PE #39712 Structure! --0-1 1.123 [...- ALUM. 6063 -T5 .050 1.523 --4-1 1.023 P.O. BOX 1529 NOKOMIS, FL 34274 1.057 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 .678 1 ALUM. 6063 -T5 F.. Ra yep. Rend F. Revell 8y: Drown 9y: D.B. Date: 2/9/98 Description: EXTRUSIONS Title: Series /Model: SH- 701 S eale: NTS ALUM. 6063HS -T54 ritouucr RaVisiD =um die /Mb 193 .� DlrMia 'q't .683 .050 Sheet: 4 of 5 1.097 �- Date: 17lO/1/: 6/3/03 0 -NO CHG THIS SHT Dote: Revisions 03/26/03 C -ADD 130,33 CHG 14,5 Date: Revtsianr. 10/11/01 T8, TABLE, EXTR. 818/98 Revision*: ALUM. 6063 -T5 ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 Rsv: . 1 x WOOD • • • •. BUCK .. • • • • • ••• • •• • • • • i •••• • •• • • • • ••41 ••• •••• • • • • ► .v • •• • • • • • •••• • •• •, ••• • • • • • • • •••• • TYP. HEAD • ••1••• • •• •• • • 6••• • • • • •� ••• •• • •••• • • • • • • • • •• •••• ••, ••• • • • • TYP. SILL • ' ; °' 1.250 .250 MAX. 1/4" TAPCON 1/4" TAPCON #12 PANHEAD 1.500 .250 MAX. 2 x WOOD BUCK • 0 v. REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 '•v v ► •• • 4 • v po . • . v. • . TYP. HEAD Q • • • TYP. SILL .250 MAX. /12 PANHEAD .250 MAX. 1.500 L 2 x WOOD BUCK 50 Robert L. Clark, P.E. PE 939712 Structural 1 /4 " TAPCON ///e4VA —1 1.250 I USTRIES TYP. JAMB T 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 D.B. 71tN: PRODUCT REV1ED yval relreY� sr D ge. 6/3/ 03 Dote: 03/26/03 Data: 1 0/11/01 ,'18/98 Date: 2/9/98 0.ac,rption: ANCHORAGE Swiss /Mods1• Seoto: SH -701 NTS MAX. R•visione: D —NO CHG THIS SHT C —NO CHG THIS SHT. Revisions: TB, TABLE, EXTR. R.►dstona: ALUMINUM SINGLE HUNG WINDOW Shoot 5 o, TYP. JAMB a Drawing No 4040 • 2 x WOOD BUCK Rev: • • •••••• • • •••••. • • • - •••••• 04s, • • . • • •1'••• • •• • 9 •••• d x • •. •' •• • • •11• • • .1 .( • • • • • • • • • TYPICAL MULLION TO MULLION INSTAI LATION 7YPE 'A`, Ti MIN. NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE OUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT ;; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLF�ISE REFER TO CW►RTS AND FiNO THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. �--1' OR 4' TYPICAL MULLION TO STRUCTURE demi WOOD BUCK TYPE "B 112 F.M. S.M.S. STAGGERED ON OPP'OS'ITE SOES (SO AS NOr iO NIERFE E TWIN CCM 07N1170 SEE NOTE /1 /12 MOO SCREW (199/) MM. 1Ij PETNCTRA110N Yv10 M1200 DUCK AU FASTENERS MUST BE OBOE COUNTY APppAOKD. sfr NOW /1 wmapiplog �� q.lM Assopir..N.•••032 Deb awk.u.yr, Paint c.. `4 L Clark, P.E. PE 039712 Structural iND !ES tom TECHNOLOGY ORP.0 NOKOMIS, FL 34273 TYPICAL MW 1 ION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE 'C', TYPICAI MIAIION TO STRUCWRE WITH WOOD BUCK AND CNC. TYPE TO BE USED SW WITH PGT INDUSTRIES PRODUCTS RevnE y. b F.K. B 5/3/04 Drown Ay: P.J.P. o••a1P CLIP & INSTALLATION! DE'TAIL 1 U • 2' OR 4'•• -1 mat f 1} • TAPCON (2461) •.. n at x two STRUCTURE. E. AU. 'Aswan _ .. .• MUST BE r COUNT( APP1tC1ED sEF NOW 11 2' OR 4' CNn1 Dy. Il I DOh. (lab: 4/28/00 • • • • A • /12 F.M. S.M.S. srAocMED ON OPPOSITE' SIDES INTERFERE OM EACH SET Nn1T 1 STD. WALL MULLION T Rwlaionr. A — ADD NOTATION /12 rm. SrILS. swam ON OPPOSKE SIOO (SO AS NOT TO Pal OflER) SEE NO1T 1 MN TAPL'ON ( 1 . 14 PDIE191110N INTO ppWpM� E OR BLOCK =vaunt. ALL rASTONtrrs OUST 6E WE COUNTY '• APPROVED. SEE NOTE 17 s~ wo No. NQ MULLS NTSI 2 5 6620 -2 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF • •ANCHORS PLEASE • • OEFE6 . TO CHARTS • "A NO P9N0' THE CORF raT ;MULL SIZE • • , AND RRESSURE REQ'D' •FOR YOUR '.`PEGS. • • APPLICAI/AN. • • •• . .. . • • . . • •• • • • • • CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 1 x 4 x 1 'A " !PRODUCT Rcy Whin Cab A6aqemrs N. Doe MAX La JI 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DM j 1099 MIN. FROM ENDS (TYP) 1 MAX. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 IN STRIES Tits: iL ,1 1" STD. WALL MULLION MIN. FROM END (TYP) 1 " MULL CLIP W/1661 2012110 TWO (2J ANCHOR LOCATIQL4S EXTRUSION O*V / 1099 MIN. FROM ENO (TYP) 1" MULL LIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS K. Drawn Br P.J. P. 4/28/00 11 "� M ULLION CLIP ANCHOR LOCATION emu% Robert L Clark, P.E. 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 PE*39712 t070 TECHNOLOGY DRIVE P.O. ear 1329 Structural NCXC 4IS R 34275 NOKOMIS, FL J4274 Oww.I Abp 6620 • • • • • .: • • • • • • • • • • . . •• • • • • • • • • • • • ••• • • • • • • • • • •••• •••• • • •••• • ••• • • • • • 8 (n'P) r'RODIJCT REVD : So Phil* Agires . Ems.«.. Dab NOTE; 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 A Li/ ,,blo' Robert L Clark, P.E. S ; I NDUS1'RJES 1 . 8 (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS By Apt.: fhk 9r 46141 F. F. [ 3/3/04 `� P J. P. D'te 4/28/00 o..MoeIor+: PROFILES MM: It STD. WALL MULLION sar.{/MoOt r istiows: — ADD NOTATION Sam: shoat: 'Drawing No. 1070 TECHNOLOGY ORht: P.O. PDX 1329 NOKOMIS, R 34273 NOKOMIS, FL 34274 MULLS NTS 4 of5 6620 - 4 1x2x.125 2 Anchors • 54 60 63 35 66 72 90 96 108 111 ' ▪ , �. -- - 144 . . • • ,, ::� x4X.12 4 A h+ rs • 1'." 42 ' • 48 • 50625 54 • 0 ... ▪ 63 84 57 41 30 23 76 20 78 18 50 170 78 111 88 90 72 96 59 108 41 111 38 144 17 49 35 30 26 23 20 1 15 60 170 31 27 17 15 170 170 170 170 170 170 170 170 170, 170 170 157 170 160 141 66 170 • 145 127 72 142 120 105 76 120 102 90 94 1 83 75 1 65 60 53 50 43 35 1 30 32 1 28 41 90 103 61 39 29 27 24 23 21 1 1 6 OPENING WIDTH IN INCHES 70 80 I 90 170 170 170 OPENING WIDTH IN INCHES 170 170 170 170 170 162 143 134 128 119 115 106 95 87 81 74 74 68 59 53 47 43 38 35 27 24 24 22 100 103 61 49 38 26 22 18 39 32 110 103 61 49 38 25 21 18 49 46 120 103 61 49 38 25 17 100 110 120 170 170 170 170 170 170 170 170 170 158 157 157 127 124 122 112 108 , 106 100 96 93 81 77 74 69 65 63 63 60 57 37 35 30 28 20 19 19 17 NOTES: Y . MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL TIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 130 103 103 61 49 49 38 38 25 25 20 -- — - 20 17 17 130 170 170 170 157 122 106_ 92 72 61 55 42 33 27 18 16 160 71 59 53 40 31 24 16 160 170 170 170 157 122 ( 1 (14 Ruben L Clark, P.F_ PE 139712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rowed Br F.K Owen Br: 1070 TECHNOLOGY ORNF P.O. BOX 1529 NOKOMIS. F. 34215 NOKOMIS, Fl 34274 Vertical Mull Horizontal Mull Opening With Mull Length MW! Length Multiple Mulled Units Length Derr 5/3/04 P.J.P. \Opening Width CAkd Br: Oatr. Oe r 4/28/00 PRESSURE CHARTS ra1.: 1" STD. WALL MULLION R.Kskons: A — ADD NOTATION n1OOUCTZ V11111. • e L ' IY l lnli Atraperst trr S : • . an.:As NTS 5 or 5 6620 Inspection Date: 11/30/2006 Inspector: Grande, Claudio Owner: PAGLIAROLI, JAMES Job Address: 1125 91 Terrace NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALARTECH INC Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP -20500 Permit Number: WS -6 -06 -1671 Permit Type: Windows /Shutters Inspection Type: Final rk Classification: Window /Door Replacement Block: Phone Number (305)318 -8810 Parcel Number 1132050010140 Lot: Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/30/2006 Inspector: Grande, Claudio Owner: PAGLIAROLI, JAMES Job Address: 1125 91 Terrace NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALARTECH INC Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP -20500 Permit Number: WS -6 -06 -1671 Permit Type: Windows /Shutters Inspection Type: Final rk Classification: Window /Door Replacement Block: Phone Number (305)318 -8810 Parcel Number 1132050010140 Lot: Page 2 of 2 Date Wednesday, July 5, 2006 07/05/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 1 Permit Number: WS -6 -06 -1671 invoice Number: WS -6 -06 -25318 Applicant: JAMES PAGLIAROLI Company Name: Owner Address: 1125 NE 91 TERR MIAMI SHORES, FL 33138 Job Address: 1125 91 Terrace NE Miami Shores Village, FL 33138- Payment Type Check Number 1089 Amount $363.90 Change $0.00 Total Payment: $363.90 Page 1 of 1 3 , -n BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Miami Shores Village Ipcis-RW Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle) Building , Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1It7 ? - 09 -Rol_, Phone # Owner's Address I/ 1c A e ! f , . City 17 e /9/7r 5144u:7, State t O O�1 Zip 3 3/3 3 . Permit No. Master Permit No. Phone # 3JS 3;8 g Job Address (where the work is being done) I/ 2_c tl' 7/ r? City Miami Shores Village County Miami -Dade Zip 3 3/ 36" FOLIO /PARCEL# 1/_ 3 .5 OD[ E)/ Ll tJ Is Building Historically Designated YES NO Contractor's Company Name ,7 f &( ZG h T ./ti . ° Phone # 3t 5 . 7 ( 11 — y6 3 3 Contractor's Address -7 -2 6 0 S" L) D--(4 S4 . City & fet evi f ��yy State F) . Zip 131 S ,- Qualifier Name 1 e a. A4. ft"`. A r t M O 1/) Phone # 3b S - G- LILa T State Certificate or Registration No. C ei G b 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) A Type of Work: ['Addition ❑Alteration []New Describe Work: i i ". W !1∎ � ` /i ✓�1J� ©O le °`, L, r z . - 9 .. : A Phone # Value of Work For this Permit $ 4 Square / Linear Footage Of Work: Q` epair/Replace ❑ Demolition * * * *, * * * *** **** * * * * * * ** * *** **** F ees * *, ** * * *, **** * * * * * * * * *** * * * * * * **** * * * * ** ** Submittal Fee $ Permit Fee $ 3 Vt) Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ CCF $ CO /CC Technology Fee $ DPBR $ Zoning $ Total Fee Now Due $ See Reverse side -+ Jill Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C ,' ° Signatur Owner or AWnt The foregoing instrument was acknowledged before me this Z. day of �'L1, fl) , 2tW__, by Ja-nt S - PQ f who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: I / � ► , l Sign: Print: WINANINTA My Comm n E :Tf s: � � Cl J 7 Si P My Commission xpires: / / c /0 7 APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this 2. 1 day of JL4/VU , 20 OD, by 4Lt.1c who is personally known to me or who has produced as identification and who did take an oath. NOTARY , ' LBLIC: 4/2 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 9 1 3 7 -0 CO O/ of C(O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: !/ZS ivy 1/ / ' /7//9 sA24 . Ft" 33/3 2. Description of improvement: e' j) ZA-10 t / 3. Owner(s) name and address: j"9" 5 P/96G// --/ 1/25 /V ,/ / /7/.977/ 77 3 3/3.6 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 4/ 6? r /_/ //u(, 3-360 5 bo 2 4 S1 5. Surety: (Payment bond required by owner from contractor, if any Name and address: Amount of bond $ 6. Lender's name and address: Name and address: Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 1. • 4 � ., � w 7. Persons within the state of Florida designotra by Own 11 R Tj provided by Section 713.13(1)(a)7., Floridg. Statutes, !/ fr ` 9. Expiration date of this Notice of Commencement: (the expiration Sworn to and subscribed before me thi d L, ay of X date is 1 • / Prepared by , 20vf ? 1111111111111111111111111111111111111 11111111 CF0;{I 2u O0.06' 8069611.98 OR Bk 24668 Ps 1357; (1vs RECORDED 06/27/2006 10:13:11 HARVEY R:UVINv CLERK OF COURT MIAMI -DADE COUHT'f o FLORIDA LAST PAGE 1l 3 ( /7/,�/ 3 3/sr s or other documents- may, be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: year from the date of recording unless a diffe nt d to is specified]_ Si f uture of Owner Print Owner's Name .2 ) .4- A->2c - sa P 52 w c Sr Address: /7 /4 & (257-i L -33/y/ MIAM BUILDING CODE COMPLIANCE OFFI PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 111)WOME v Nokomis, Box FL 34274 ,tU 4 t SCOPE: This NOA is being issued under the applicable rules and regulations gove m g tfie e bf commotion materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tjs product or material tested for quality assurance purposes. If this product or material fails to perform in tlf . kcypted minnee the manufacturer will incur the expense of such testing and the AHJ may immediately • rexni4,modify,ersuseend the use of such product or material within their jurisdiction. BORA reserves the right to sevpke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or • • material fails topnet the requirements of the applicable building code. • Mis p uct is a¢ !ap68d as described herein, and has been designed to comply with the Florida Building Code, • • includinn the Htgtf ®glbcity Hurricane Zone. . • • HjwTIOIYi '' Std. Wall Aluminum Tube Clipped Mullions • • APPROVAL DOCUMENT: Drawing No. 6620 -1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1 • ttrotigh 5 of 5,{aapad, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04, • bossing the Miami fade County Product Control Revision Stamp with the Notice of Acceptance number and • gatpiratian datel►y the Miami -Dade County Product Control Division. 1VI13SILE IMPACT RATING: Large and Small Missile Impact LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 02- 0701.05 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 Theodore Berman, P.E. Aft ROV ED ZONBNG DEPT SLOG DEPT E F.,17i S.noiT V9BOBap;z DATE i M r lia ) SUR.JFCT TO COMPLIANCE 1111 ALL FE a ERAL 04- 0528.04. max STATE AND COUNTY RULES AND REGULATIONS NOA No 04-0528.04 Iration Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 • • • 0 • • • • • . MI M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 2 c...�V ti Scu BYe 140 ()(01/ MIAMI -DADE COUNTY, FLORIDA II I • n ii I T II M ( � ING 1603 130-1563 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 D v ea tin Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haveathie producLA mi serial tested for quality assurance purposes. If this product or material fails to perform in the•accspted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, as Nstend the use of such product or material within their jurisdiction. BORA reserves the right to revokothis acesptaa e, if it is determined by Miami -Dade County Product Control Division that this product or maseiiaf Mails to Leat the requirements of the applicable building code. This plAuct is ut q�etl as described herein, and has been designed to comply with the Florida Building Code, including the Hig(}.V.egcity Hurricane Zone. DESCAIPTIONs berries "HS 710" Aluminum Horizontal Sliding Window APPROVAL QOCENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 thr he 6 of 6, prbpare8 by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. C arl 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 ethos purpoaca 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 # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAR.EX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. 8. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF A. 1/8" HEAT STRENGTHENED GLASS. C. 13/16' LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P/8 LAYER OF DUPONT OR SAFtEX/KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P/8 LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT • • • STRENGTHENED GLASS. 2' "CONFIGUIIAAIOH,S: X0 or OX 3,,Q SIGN PI'tESSGRE RATING: SEE TABLES 1 -3 ON SHEET 2 • • •• • •• • •• • • •• • • 0000 • • • 63" M AX HEIGHT 58 /4" MAX AXED UTE DAYUGHT OPENING 6" MAX. •• •• • 0000 • 0000 • • • • • • • • 33 5/8" MAX 33 5/8" MAX DAYUGHT DAYUGHT OPENING OPENING 4 0 74" MAX WIDTH j X 57" MAX VENT DAYLIGHT OPENING 8" MAX r 8" MAX 4" MAX i 4 , .! 4"MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION rr zESTr4- 1.1 8 RIGI Alum. 6063 -T Alum. 6063 -T5 Alum. 606 -T5 5 16" .350 LAMINATED USING SCRE 3 Al :R Alum. HIL. SMS P... SWEEP LATCH WEEP HOUSING FLAP 6063 -T UTES OF 1 UTES 1 8 0 mids•an of frame sill 1 8 ANN • GLASS HEAT STRENGTHENED G S midspan o vent indload Adopter screws) for anti -lift chon el r GI . zin weep of screws 4 when usi • 2 Sweets Lott es) Frame • . . screws 12237 12238 12239 1096 70250 0 51 ROLL BRASS WHEELS WSTP .270 X,_,170 BACK FIN SILICQN 82899 WgATTHHERSTRIP, BULB VINYL 6TP249 13 16" I.G., 1/:1" HEAr STRENGTHENED G S 3 IN B • , 1. 7BRWHL2 61• ;2W MINIATURE DIE CASTING MASTER TOOL MASTER TOO TOOL VINYL- TECH /P.G.T. SCH G z OR EQUIV. OW CORNING PLASTICS .090 1 8" HS PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 7826 -187 899 OR 99 -249 11.5 from ends- t mtg. rail if height is >ix 42 1 Omidapon 2 1 4 from ends 1 Omi . s. . n 1 4" from ends 0 eo. end o von top roil 2 per Roller Housing) event t • • b • t rails & mt . roil U MAX ALUMAX ALUMAX ALUMAX MERCHANTS FASTENER PLAS S MER FASTENER 6WCUP AF - 12237 -12238 -12239 AF -12240 - 532377 1 • ME ING RAIL AF -12230 21 22 23 24 25 28 27 F.K. = 6/02 0— Drawing No 4112 6" M AX 32 13 16 I.G. 1 DESCRIPTION V.T. / 4. ANCHORAGE: S +VGLE ROW OF FASTENERS LOCATED AS FOLLOWS HEAD & SILL MAX 6" FROM ; ORNERS. MAX 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. .JAMAS; MAX `. FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REVD. 6. REF. 'TEST REPORTS: FTL -1969 & FTL -3740 1` Robot I.. Clark. P PE .149712 1 1070 TECFWOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOK0111S. FL 3427. QTY. /LOCATION 8 SPACE, 5 16 LAMI 1 8 HS, Tar S•rwoadek HS -710 & PER T SHT S. 1110PUC M111111 amwblrnelle Awgram VENDOR .D90. 1 8 HS NDOR OX ELEVATION & 3.0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW WINDOW WIDTHS 28.500 7677 66.7 -75.0 66.7 -75.0 37.000 r 661 -75.0 16:7 Ilk 44.000 68.7 -75.0 75.0 • .7 -7 .0 66.7 -75.0 60.000 66.7 -75.0 66.7 -73.5 63.000 66.7 - 75.0 66.7 9 68.000 66.7 -75.0 65.5 -65.5 70. " ''+ 66. -7 .0 60. -60.8 - 58.2 66.7 66.7 66.7 62.0 58.9 .6 53.7 1.3 - 58.9 -56.6 -53.7 50.625 66.7 -75.0 - 75.0 66.7 -75.0 - 75.0 66.7 - 73.1 ; 1.: - 62.0 54.8 59.000 66.7 1 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 55.0 -55.0 45.1 -45.1 66.7 -75.0 66.7 -75.0 54.2 -54.2 44.3 -44.3 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 -74.0 -61.6 -53.4 -54.8 46.0 -46.0 -43.7 -51.7 43.0 -43.0 42.2 -42.2 41.3 -41.3 40.5 -40.5 -49.0 4.2 -41.2 40.4 -40.4 39.5 -39.5 3 &7 -38.7 - 46.3 39.1 -3 ' .1 38.3 -38.3 37.4 - 37.4 36.8 -36.8 66.7 53.4 43.7 -75.0 COMPARATIVE ANALYSIS TABLE. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16' LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118"HEAT STRENGHTENED, .090 PVB, ' /8"ANNEALED 74.000 66 26.000 -75.0 58.2 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D 13:'M8" L.AMIATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) 11.35/16" ;i.G. -1/8 "HEAT STRENGTHENED, 3/8 SPACE, 5/16 LAMI (14"HEAT STRENGTHENED, .090 PVB, 116 "HEAT STRENGTHENED) WINDOW ,..... $ ....26. • • 6:500 ' 86. - 75.0 66.7 66 7400 .56.7 - 75.0 66.7 000 .66.7 -75.0 66.7 - 13:125 66.7 - 75.0 66.7 60.000 66.7 - 75.0 66.7 63 0 66.7 - 75.0 66.7 66.7 - 75.0 66.7 70.000 66.7 -75.0 " 66.7 74.000 66.7 - 75.0 66.7 38.375 38.375 - 75.0 -75.0 -75.0 66.7 66.7 66.7 - 75.0`66.7 - 75.0 66.7 75.0 66.7 - 75.0 66.7 - 75.0 66.7 75.0 66.7 44.000 - 50.625 - 59.000 - 75.0 66.7 - 75.0 68. - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 - 75.f 66.7 - 75.0 • :. 7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 - 75.0 66.7 -75.0 -75.0 x'66.7 -7 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TAKES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DAD€ COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -OADE COUNTY. WINDOW HEIGHTS - 75.0 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 68.7 -75.0 66.7 -75.0 - 75.0 66.7 -75.0 68.7 - 75.0 66.7 -75.0 ''1 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 - 75.0 8§1." 66.7 -75.0 66.7 - 75.0 66. - 74.9 661 - 73.5 66.7 - 72.3 66.7 -74.8 66.7 -73.5 66.7 - 72.2 66.7 -70.9 ''-66.7 _ - 69.6; 60.000 61.000 1070 TECHNOLOGY OFNE N0K0MIS, FL 34275 P.O. 80x 1529 NOKOMIS, R 34274 Raoul Bps awed 11$ 1t Omen ex D.B. FTL -1969 & 63.000 66.7 -75.0 66.7 -75.0 66.7 -74.0 5 .7 -52.7 43.2 40.0 37.9 36. 34.8 FTL -1969 & FTL -3740 62.000 63.000 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 a... 12 29 0 F- UPDATE TABLES 7 23 03 F- CORRECT TAE J 'fie 4 4/03 9 6/02 2 6/98 Radelonic 1.1/16' LG./NOTES 0- REV ISED TABLET HS -710 NTS 2 " 6 -43.2 -40.0 -37.9 -36.1 -34.8 r ,• GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW o, _M_p No. 4,12 Rev: G .090 SAFLEX KEEP /SAFE MAXIMUM g OR DUPONT PVB INTER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED CLASS 3/6 AIR SPAN • STR ..1/8" HEAT ENGTHENED -1 • • • GLASS • • • • • • • • 00 •. • 0000 0410. • • ...0 • • ee e • • • • •• • • •• • • • 0000 8000 • • 000• 1/8" HEAT STRENGTHENED GLASS 4141 •. • • 0 • • • • • • OUTSIDE 5/ 16" LAMI NATE D 13/16 NOM. G1A DETAILS• 13 16" 82 5L _ I. _ G. REFERENCE TEST REPORTS: FTL -1969 Sc FTL -3 1/2" _cuss _ BITE TYP. INSIDE OUT 1/8" ANNEALED GLASS --� .090 INNER LAYER ( DUPONT W /BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) (/ Robed L. Can. P E PE ►19712 Sb jc r4I 1/2" GLASS BITE JNSIDE -- 1/8' ANNEALED GLASS IN 1 070 TECHNOLOGY WAVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. Ft. 34274 me F.K Rood Is F.K. Rival q1. iftrAmt O,ow a O.B. OUTSIDE Osam 12 29/03 7 23/03 4 4/03 9/6/02 P16/98 1/8" HEAT 41 STRENGTHENED GLASS - 1/8" HEAT STRENGTHENED — GLASS D-A00 GLASS TYPE o.0 uv GLAZING DETAILS: 5/16" x,350) LAMINATED GLASS "r"Rims aswo•vm 6- 1101AE /fLU 2d cuss fl Itookom f-llW 17 SOLE E ADO 13/16' I.C. 1/2" GLASS BITE SECTIONS & GLAZING DETAILS IN .090 INNER LAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 170.: ALUMINUM SLIDING WINDOW Svhr/4odak Scow Sh.wt: Crowing No. Rev; HS -710 NTS 3 of 6 4112 G iiiipaff.. r __ 2.710 ROUGH OPENING 2.094 2.784 M L. Oak P.E. PE x39712 S►uct+rd HORIZONTAL SECTION 1070 TECHNOLOGY ORVE NOKOMIS. FL 34273 P.O. 80X 1929 NOKOMIS. FL 34274 EXTERIOR MAX. DAYLJGHHT OPENING 2.784 ALUMINUM HORIZONTAL SLIDING WINDOW s.4. 4.1.: Sc.»: - suit Oro,dn9 No. R.r. HS -710 NTS 4 °' 6 4112 G APPROVED W000 BUCK (SEE NOTE 4.) • •• • • • •••• •••• • • • •• • • • • • •• • • •• • • • •••• •••• • • •••• &3/16" TAPCON (SEE NOTE 1) TYPICAL HEAD SECTION • ; SUBSTRATE ANCHORING • • • • • • • • •• •• eeeo • • •. • • • f • . • t • . 4 °\374." TAPCON (SEE NOTE 1) • • . r .. TYPICAL SILL SECTION SUBSTRATE ANCHCRING 1 1 1/4" MIN. I 1/4" MAX. SHIM 9 TYPICAL HEAD SECTION WOOD ANCHCRING ©112 WOOD SCREW 111 _ � APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x W000 BUCK (SEE NOTE 3.) 1 1/4" MIN. 1 /4" MAX. J SHIM • 12 W000 SCREW G 1 / 4' MAX. F SHIM 1 1/4" MIN. &3/' 6" TAPCON (SEE NOTE 1) � v /1 Robwt L. Ott P.E. PE 1130712 51m1w l NOTES; 1. USE ONLY MI MI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL-3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM rf ffiCISUCT 1111111111113 bias Olo APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHCRING 1 1/4" MIN. 1/4" MAX. SHIM Roved #12 WOOD SCREW Dow 12/29/03 F. Awed 7 23/03 NF.K 4 4/03 Fl�' 6/o2 Orme 0.8 26/98 ChoWOhm ANCHORAGE 111Me APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING li'L4R Vt /l2SIB Rwaaiono F 3/16 TAPCONS godebiw E—NO CMG THIS SPIT RE M NOTES 3 Ar 4 1 1)4" MIN. i07NOKO TECHNOLOGY 27°5 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. 90X 1529 Swim/WAC S`vMr • S1�k hvrtnq t . Nwa NOKO ►as, 34274 Hs -710 NTS 5 - 6 41 12 G • . • • 0000. • .• • • •• •. . .••. • .. •. • .••. • • • • .•.. 1.057 :--I •• • • • • • .. • .. •. • •..• • • ••.. • • 2.784 -�-� I .737 ® FLANGE FRAME JAMB 6063 -T5 ALUM. •..• .••0.50 •••• h° .705 .062 .062 .678 •.•. W.5416" GLAZING BEAD • • 6063 -T5 ALUM. 2.074 `.'.J FRAME SILL ADAPTER 6063 -T5 ALUM. 9 1.349 REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1.187 .062 �• 1.403 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 --filo- .723 .688 ® WIND LOAD ADAPTER 6063 -T5 ALUM. C SASH TOP & BOTTCM RAIL 6063 -T5 ALUM. .062 /6 ( Robot. L. Out. P.E. FE 1039712 3NUdur.1 1.081 --� ® SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 2.710 FLANGE FRAME HEAD 6063 -T5 ALUM. 1 .097 .683 Ell 1.187 i0 13/16" GLAZING BEAD 6063 -T5 ALUM. IN TRIES 1070 TECHNOLOGY OFDVE NOKOMIIS. Fl 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EXTRUSION PROFILES Titter - 1.291 f -� 1.970 SASH SIDE RAIL 6063 -T5 ALUM. 1.122 F.K. 11/2/01 ALUMINUM HORIZONTAL SLIDING WINDOW HS- 710 F- I � h -2.710 ® FLANGE FRAME SILL 6063 -T5 ALUM. FROSSICT WNW W��r> Amore tiw.l�n •, .., r . ,mss � • -� �. NTS .062 1.349 .062 2.094 Shoot: 6 6 O'o.Yy Ms 4112 MIA M I.OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION IAMI -DADE COUNTY, FLORIDA TRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) (06 /4 7 / PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • 'flips •Nt3A shall nob be valid after the expiration date stated below. The Miami -Dade County Product Control • • DiM9ien (In lvriami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • have•tkis prodec .or material tested for quality assurance purposes. If this product or material fails to perform in • • the 'accepted rnatenerp the manufacturer will incur the expense of such testing and the AHJ may immediately rev of e modify,•or suspend the use of such product or material within their jurisdiction. BORA reserves the right • • to revolve this aooepttance, if it is determined by Miami -Dade County Product Control Division that this product or • material fails to mei the requirements of the applicable building code. • • • • • .. .... • • Thit product isa}y(ygyed as described herein, and has been designed to comply with the High Velocity Hurricane $one,pf the F1grr414,$yilding Code. • • • 0111PTION:'Series SWD -101 Outswing Aluminum French Door - Impact hI'It®VAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX", sheets 1 through 4 of 4, prepared, siMried'and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc 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 thc 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, thcn 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 thc job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submittcd documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page I • • • • • •• • • • • r • •• 7 1/2 • • • • • 6000 •0•• • 95.77• • I• • • • •• • • ..•• 0000 • ••0• 7 1/2" --- 37.500 • •. \ • • • "2 POINT ( "'LIMN .. •. • • 000000 / 04,06 • rC . •••• •••• • • • • • • / • • • • / • • / / t 3" MAX. ON CENTER TYP. HEAD & SILL �- 7 1/2" 5 1/2" 1 13.5" 1 135" t TYP. MAX. 5 1/2" t SEALANT ON FRAME CORNERS & PANEL. CORNERS 7 1/2' 95.750 AtA>G 7 1/2" __I 13" MAX. ON CENTER TYP. HEAD & SILL xx 71.750 Robert L. Clark, P.E. RE. #39712 Seructu a1 7 1/2" --- 7 1/2" 5 1/2" 13 5' 13.5' T. MAX. SEALANT ON FRAME CORNERS & PANEL CORNERS Revisions: 0) added 2p1. lock info AIo t eria ?: Roved Ey: D. B. Data: 1 1/17/00 Drawn By D.8. Chkd By: 5 1/2" Dam Dato: Dole: 2/ 16/98 1.) GLAZING: .401/464 LAMINATED W/INTERLAYER (MONSANTO OR DUPOnIT) 2.) CONFIGURAT1ONS: X. XX 3.) DES.CN PRESSURE RATING: 3o) 464 LAM.: +75 P.S.F. —75 P.S.F. 3b) 401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1 /2 " FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HERO & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FM -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 T anon= ijdraLliatht r�seBanr : 1 /6. Decnsol .00: 2 Decind .000 4 Series /Model: SwD -101 LARGE MISSLE IMPACT DOORS Deseriplion: French Door — X, XX PGT NO: 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Scale: Sheet. lx 1 014 PRODUCT REVILED RI complying with the Florida Bottling Code Acceptance No 02 -0?O1. '2 Eeriest on Date I / 2,�Qf Mia Dade Etadrei Comma PRODUCT RENEWED ACCE, "rANcf. N•. C31— G y . o 4 EXPI ,Vl NO tc 22 ?ca Uy , 7tv15 ` , LIM�A� niutx TCY)14'Tt.LIn i urtD 4t; COoC COMI1.hIMCI.OFY1Ct FAT INDUSTRIES Drawing No. 971 Rev: D 1 I C -3"--- -- rtil �til \ / . \ / //// / / / / / 2 POINT..,, `...OPTION \ \ \ \ \ \ \\ \ \ \ \ 1 1 / \ \ // / \ \ / \ \ / / \ \ / / \ / • • • • • •• • • • • r • •• 7 1/2 • • • • • 6000 •0•• • 95.77• • I• • • • •• • • ..•• 0000 • ••0• 7 1/2" --- 37.500 • •. \ • • • "2 POINT ( "'LIMN .. •. • • 000000 / 04,06 • rC . •••• •••• • • • • • • / • • • • / • • / / t 3" MAX. ON CENTER TYP. HEAD & SILL �- 7 1/2" 5 1/2" 1 13.5" 1 135" t TYP. MAX. 5 1/2" t SEALANT ON FRAME CORNERS & PANEL. CORNERS 7 1/2' 95.750 AtA>G 7 1/2" __I 13" MAX. ON CENTER TYP. HEAD & SILL xx 71.750 Robert L. Clark, P.E. RE. #39712 Seructu a1 7 1/2" --- 7 1/2" 5 1/2" 13 5' 13.5' T. MAX. SEALANT ON FRAME CORNERS & PANEL CORNERS Revisions: 0) added 2p1. lock info AIo t eria ?: Roved Ey: D. B. Data: 1 1/17/00 Drawn By D.8. Chkd By: 5 1/2" Dam Dato: Dole: 2/ 16/98 1.) GLAZING: .401/464 LAMINATED W/INTERLAYER (MONSANTO OR DUPOnIT) 2.) CONFIGURAT1ONS: X. XX 3.) DES.CN PRESSURE RATING: 3o) 464 LAM.: +75 P.S.F. —75 P.S.F. 3b) 401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1 /2 " FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HERO & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FM -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 T anon= ijdraLliatht r�seBanr : 1 /6. Decnsol .00: 2 Decind .000 4 Series /Model: SwD -101 LARGE MISSLE IMPACT DOORS Deseriplion: French Door — X, XX PGT NO: 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Scale: Sheet. lx 1 014 PRODUCT REVILED RI complying with the Florida Bottling Code Acceptance No 02 -0?O1. '2 Eeriest on Date I / 2,�Qf Mia Dade Etadrei Comma PRODUCT RENEWED ACCE, "rANcf. N•. C31— G y . o 4 EXPI ,Vl NO tc 22 ?ca Uy , 7tv15 ` , LIM�A� niutx TCY)14'Tt.LIn i urtD 4t; COoC COMI1.hIMCI.OFY1Ct FAT INDUSTRIES Drawing No. 971 Rev: D 1 • .• •.•• •••• • • • • •• • • • •• • • • • • • • • • • • • • •••• •••• • • • .•• •. • • • eeee •• • • • • • ••• • • • • • .489 EXTERIOR ROUGH OPENING 4.000 SEE SHEET 3 FOR ANCHORS .250 —y MAX. SHIM SPADE ROUGH OPENING 1.750 1 - 4. — 3.000 f 84 3/4" DAYLIGHT OPENING MAX. SHIM . 250 SPACE 1.479 1 VERTICAL SECTION INTERIOR 1.489 .250 I MAX. SHIM SPACE x t ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL. 25" DAYUGHr OPENING Ar Rob ‘( rt . C9ark, P.E. P.E. #39712 Structural 71.750 INTERIOR EXTE�IOR HORIZONTAL SECTION INACTIVE PANEL PRODUCT REVISED ii ieMtti the Flcrlda Ateeptasa Na 0 2-0 ?b/. 12 Eipintlos Date I I Mk I Dade Product Control Dtrsbo .250 MAX. SHIM SPACE ROUGH PRODUCT RENEWED OPENING ACXEPTANCRN.. t- U(.I‘1• d`1 _' EXPIRATION DA IT. HD4So4 e 2226 6 Dy RiOOt trWrIM{;IX MOWN() () COLA. 901,4YIAMC OFYK� Revisions: 0) added 2 pt. lock info Materiel: Rovsd Sy: D.B. Dote: 1; /17 /DO Drocn By: D. B. Chkd By: Data: °etc: 2/16/98 Tolerance+ tlnitss Holed; Fractions t 1/54 Oran: .Oft Decinci .ODO t Aecluti: t 1" series /mode: SWD -10; Doseription: 1070 Technology Dr. Nokomis, Fl. 34275 French Door — Elevations PGT NO: VENDOR NO Scale: Shoed: 2 aa4 INDUSTRIES Drawing No. 971 Rey. O • • • • • • • • • • • 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. 0.8. 11/17/00 Robert L. Clark, Ptwn p D. B. - Structurra Revisions: 02 added 2 pt. lock info Rovsd By: Dote: 1/8 ANN. Mid 8y: i0ot.; Dote: 2/16/98 .nv...vo 1 +=Jw7�j a .u J/16 ANN. — 1 1 J/1 6 MIN. -- MAX. .250 F' SHIM . 3.000 SPACE Series /Model: SWD -10 1.489 .401' LAM. W /MONSANTO SAF1 EX PVB INTERLAYER OR .401' LAM. W /DUPONT BUTALITE INTFRLAYER SEE NOTE. ,j ON SHEET 1 DESIGN.. PRESSURE;RATING: 1'60 as!, Tnlrionees Unless &IPQ Fnxtins: t 1/64 Drairpar .00 Deein 1 .000 t A crike t 1' 1070 Technology Dr. Nokomis, Fl. 34275 .250 NAX. SHIM - 3.000 SPACE • 6 OR .464' LAM. WY/DUPQ2T 6UTALJIE_LiTERLAYER SEE NON 3 ON SHEET 1 DESIGN PRESSURE RAMC: 175_414L PRODUCT REV ism) as couplying with the Florida fluidics Code At: repaint N1n 02 - ?0I. 12 Eaplritton Date 111 22 j 4. EY ?dim ybade Prvdoct Cootrnl 1.489 NtIODUCT E) ,ccrrrti7t+;. U1 -04V •0LI F- XFIRA'1ON NeJEudU 2.2 y r 1st,...) .1 . • Ij101 { VT5K IRJQ.orit) t 00■( EChl'CE Description: French Door — Exploded /Clazinq PGT NO: VENDOR NO: Salo: Sheet: D -inq No. 3o 971 ,FT INDUSTRIES Rev: • '• HINGED 6 FRAME JAMB FRAME HEAD SEAM SEALER LCCK SUPPORT ASS Y. 60376 60377 60380 QTY. DESCRIPTION 8 2 each door top dt bot. roil VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX VENDOR AF -10375 AF -10376 60375 67924G 60379 60411 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 41720 7612FW 78112A 4UBLOK door to • de bot. rail ea. door to & bot. rail 8 2 eo. door top & bot. roil ALUMAX ALUMAX GLAZING 8E40 ROLL FORM OL ?SWING THRESHOLD 5 16x18 THREADED ROD TRUSS CLAMP 16x1 5 16x18 TRUSS NUT FRAME SCR. COVER CAP 4 SCR. FLT. HD. PHIL HINGE ASS Y. 1 Ox. 625 FLT. HO. PHIL 10x1 2 FLT. HO. PHIL. TCP BOTT. SLIDE BOLT LOCK 6x1/2 FLT. HD. PHIL. 8x1 1 SCR. PN HD. QUAD. 65170 61069M 7 RMOW 71058FP 710X12PPW 6 M55W from 'ambs hin.e — hin•e —door 'amb hin . e dchin • e— frame 'omb 2 1 ® top bot. of 1.h. astr000l 4 2 slide bolt locks] 1 6 head dr sill NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL CAMCORP PG INDUSTRIES MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC / NOUSTRIAL EM,/`LX I:el :41Ts:TAIIIIIF9' l•7I FASTEC INDUSTRIAL FS7924— 187 AF -10379 AF -10380 AF -12J 76 AF— 103 78 41722W 41721 41720 4UBLOK 4 F T. HO. PHI . .200 x .190 QLON .375 x .190 QLON 3 POINT LOCK ASSY. LOCK (ACTIVE) LCCK (DUMMY) DEAD —BOLT LOCK .401 LAM. W MONSANTO SILICONE 12 Ph. Pn. SMS 1 i'4 TAPCON .401 LAM. W DUPONT .454 LAM. W .454 LAM. W DUPONT MONSANTO 60200K 60300W FO3PTAY 7LOKAP 7LOKIP 7BLTIP 62899C 7834FPT lock sU• •ort ass . ostro • ols fr. 'ambs & head astro ols de frame 'curbs • r.h. astragal ® r.h. ostroeal • r.h. astrava! • r.h. ostro•al • r.h. ostro•ol SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC DOW CORNING 200X190 37 x190 FO3PTAY 100 880 820 DESCRIPTION DOOR HEAD SILL DCOR JAMB DOOR ASTRAGAL .2:50 x .187 FINSEAL STRIP OCOR W -STRIP CHANNEL 2 POINT LOCK ASSY. FI x .75 Ph. Fl. Tek • • • • • • • • • • • • • •• • • • • • • •• • • •• • • • • •••• • • • • • •• • I /4 TAPCON 1.173 4,104. • • • • • —I TYP. JAM TYP, SIl4 1 /4• rAPCaty TYP. HEAD • /12 PAWN) • • • • • • • • •— coos 2 • W000 • • 1 MM. ••• B11Cx .113 MAL -7u 112 f1ATHGO TYP. HEAD GROUT MUST TRWSMOi SNGVI LOW TO SLAB. • • ® MAK s WOO BUCK TYP. JAMB -1r3 MAX 0 Robert L. Clark, RE. P.E. #39712 Structural PRODUCT REVISE!) so eoolpl)iog with the Florida Baldiaa Code Aeeepbaee No 02-010!.1 Expiration Date ■I 2 2 Dodo Pr loci Castro' Dlrrleo I 1 ODUCT RENVOd Atr%rrnt'4c1. N.. d t— a 4 1l ..0 1 I caiRAT:O.v No✓emsex_2Z12LC t► 15.A 14rUltil►�_ ; lam X7/1 171 VIS LVI1r:14.1. C Pli•O? E "11C£ • Revisions: 0) added 2 pt. lock info Mal arial: Rend By: Dale: Chk1 By: Dote: O.B. i 1/► 7 /00 Oraon e D.B. °afa 2/1 6/98 Tolerances Unl•ss Nolen rrocticso 1 1/64 o•olifai .aor 1 Decimal .000 1 *pub: 1 I' SeRes /Model: SW0 -101 1070 Technology Dr. Nokomis, Fl. 34275 Description: French Door — Anchorage /B. 0. M. PGT NO: VENDOR NO: Scale: Shoal: 4 a1 INDUSTRIES Drawing No. 971 1R•v: D