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1179 NE 98 St (3)7= 0. • • . • • • .• • • • • -4 (le rd,1 i c? Dc.c as - Pes J c/c ne0 /179 NEE 9 s' ' - ?/ cz_r --, -% -5 4 -of -es W /ND PR E3 $ URE cc,v /P U TAI 77c0// 0 0 2 G kz. 12z /L,ed V't ,!f 7 0 .- h ! -s' -. s kZ f_ � o Zsb X -95-V Y / /= 46. • b i l i Xn`GN _get / - 7 A., /et Y r'l7at 6 k=rs gtv. ./1 s /. /(/IierM?; 3315-0- p%OJ1e - 7 b'-‘- 94Z3 8'63 MARK Y ce Nt V� SIZE ( Inch) d y sd. s; . � - , Melia AMMEll UNTIFFIWNEINI • ? TYPE � Warn ' GLASS AREA CALCULATION AREA S.F 3 7 1 ZONE GC Gcpl �=S Jr it Wind Pressure . 1 ind Pressure Allowable • t cceptance No. r 4 . ,, a • 6 03- /0,0 r + o-• 1' 7 3s , �. + A kr) 4-Z - TA 7 i O • v TO �� MM. d. o •o. 0,0 $'O, d EMI °, 0 4 , . 70• o 021224. a z_ ?5,a EMIR 5 °i . 2 6 5 4 ,0 •�' °'�° ,0 � _ -3" , 0 54, $' BEI M 4 �i D WillErill - 5:6' WWI. ; 0. o fl It k 0• - 03erei t/ i ri 54, Er 8'0.0 . •• .5 !egg!. ,0 ;, :. DDoo:r. 4j 4. io 11 5,5 51,5 5 4 6-' ,o �� . - • ' a ; I Z �, .2 4o ,o° 1 ", 8' 0 ��'���f�0 Krim/mo 111101111111rINWIll ,2. 21 • 111Eilli MISR o 1111161:4 MEN _ iMI 7= 0. • • . • • • .• • • • • -4 (le rd,1 i c? Dc.c as - Pes J c/c ne0 /179 NEE 9 s' ' - ?/ cz_r --, -% -5 4 -of -es W /ND PR E3 $ URE cc,v /P U TAI 77c0// 0 0 2 G kz. 12z /L,ed V't ,!f 7 0 .- h ! -s' -. s kZ f_ � o Zsb X -95-V Y / /= 46. • b i l i Xn`GN _get / - 7 A., /et Y r'l7at 6 k=rs gtv. ./1 s /. /(/IierM?; 3315-0- p%OJ1e - 7 b'-‘- 94Z3 8'63 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with thc 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 prcccdcd by thc words Miami -Dade County, Florida, and followed by thc 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 cntirc NOA shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at thc request of the building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 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 NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 _ 1 1 I 1 I I I 0, :L 1_ 58 MAX FIXED DAYLIGHT OPENING MAX GHT /4" LITE — N — 1 1 1 ( 1 1 I I LARGE LE IMPACT WINDOWS 1 GLAZING IS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. iD) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT / BUTACITE INTERLAYER tE1WEEN (2) LITES OF: A. 1/8 ANNEALED B. /8 HEAT STRENGTHENED GLASS 2. CONE is X0 or OX 3. DESIGN RE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3 HEAD & SILL MAX, 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS. MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: F1L -1969 53" HE 74" MAX 33 5/8' MAX DAYLIGHT OPENING WIDTH 33 5/8" MAX DAYLIGHT OPENING 1 1 ELEVATION 8" MAX 8" MAX 4" MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE. ITEM DESCRIPTION 57' MAX VENT DAYUGHT OPENING 1 FLANGE FRAME ,;AMB Alum. 6063 —T5 2 FIXED MEETING RAIL Alum. 6063 —T5 3 SASH MEETING RAIL Alum. 6063 -75 4 SASH SIRE RAI (Alum. 6063 -7 ) 5 GLA IN D Alum. 6063 —T5) 6 WINDLOAD ADAPTER Alum. 6063 —T5) 7 FLANGE FRAME HEAD Alum. 6063 —T5 8 FLANGE FRAME SILL Alum. 6063 -75 612238 1 9 FRAME SILL ADAPTER Alum. 6063 -75 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 —T5 612240 2 11 SCREEN RETAINER Llum. 6063 —T5 6532377 1 12 5/16" 350) LAMINATED USING 2 1 8 ANNEALED GLASS 13 5/16" (T LAMINATED USING 1/8" HEAT STRENGTHENED GLASS 14 ANTI —LIFT CHANNEL (Alum. 6063 —T5') 612244 1 O mid pon of vent) 15110 x 1.000 Ph. FI. SMS 71OX1 4 Windload Adopter screws) 16 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti —lift channel 17 WEATHERSTRIP THIN WALL 8018 VINYL 6TP247 8 1 p er Glozin 11118 x .500 HI IL. SMS 1918 x 1.009 PHIL P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEE 25 WEATHERSTRIP —7111.E FINSEAL 26 SILICON 27 WEATHERSTRIP PULE) VINYL l DESIGN GLASS TYPE WINDOW WIDTH 26.000 26.500 A 37.000 44.000 53.1 3.000 Roh en L. (lark. RE PE .39112 SI A A A A Y.T. / 612225 612228 612229 612230 612237 2 1 1 1 6534571 8 1 61062W 2 62899 QTY. /LOCATION 612236 1 (O midspan of frame sill) 7856A 781POA 71096 70250 70251 78RWH12 Q Be 2 (S weep Lotch screws 4 (when using 2 Sweep Latches) 22 Frame/Vent asst. screws) 1 11.5' from ends —vent mtg. roil) 2 if height is >= 42 ") 1 Omidspon`2 1/4 from ends 1 OmidsponJ2 t /4' from ends O eo. end of vent too roil) 2 per Roller Housing) Ovent top /bot roils & Mt GI 6TP249 .1 (0 vent iamb roil) PRESSURE RATING: -75 P.S.F A OR 8 DETERMINATION (SEE 38.375 A A A A 8 WINDOW HEIGHT 44.000 A A A +66.7 P.S.F. 50.625 1070 TECHNOLOGY OPINE NOKOMIS, R 34275 PA. BOX 1529 NOKOMIS. n. 34274 arecriM✓w OX ELEVATION & B.O.M. (LG. MISSILE) saw NOTE 1 A 5.../abase t - 770 �cx 63.000 A A 8 8 ALUMINUM HORIZONTAL SLIDING WINDOW NTS 1 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL DOW CORNING TEAM PLASTICS Reww.e: UPDATE FOR RENEWAL sew.;env C —NO CNG THIS SHT 1 a 4 0r.e*. Nb 4112 VENDOR / AF -12225 AF- 12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 P -247 PGT.214.XX 7 —M10 -250 7 —M10 -251 MASTER TOOL 70312 VINYL —TECH P.G.T. roil) SCHLEGEL CORP. F57826 -18 899 TP -249 PNU1111C E NEwscu e .db W hangs Cots 5—. N. R C APPROVED WOOD BUCK • .• • 3/16" OR 1/4" TAPCON W/ 112 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ 112 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4' MAX.] SHIM . • 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK 110 WOOD SCREW TYPICAL SILL SECTION WOOD ANCHORING APPROVED TYPICAL HEAD SECTION WOOD ANCHORING 2x W000 BUCK ' 1 1/4" MIN. 1/4" MAX. SHIM 110 WOOD SCREW 3/16" OR 1/4" TAPCON W/ 112 HD (SEE NOTE 1) 1/4" MAX. F SHIM 1/4 MIN. 1/4" MAX. SHIM] NOTES 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Robin L Clark P.E. PE 09712 APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING IN US RTES 1070 TECHNOLOGY MK NOKpDS. R 1,225 P.O. SOX 1529 N0901115. R 34274 1 1/4" MIN. 1/4" MAX. SHIM -.j 1 1/4" MIN. F17 Dro.a bp D.B. oaaarpl.n: ANCHORAGE Mir 110 WOOD SCREW Data: 1 1/5/0 1 5)22/02 Date. 2/16/98 APPROVED 2x WOOD BUCK UPDATED 1TX iAPCON DESIC. 1-15-710 I NTS 3 0 4 TYPICAL JAMB SECTION WOOD ANCHORING MNUDUGTNEVISED es amply* .Ill Oa Ruda, , �..e� . -. • . ALUMINUM HORIZONTAL SLIDING WINDOW 4112 ".c --j F' —.705 t .062 2.784 -- {4- .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 --j .050 — � L .678 Q 5/'6" GLAZING BEAD 1.187 --el .062 O FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORT: F1L -1969 L 1.187 1.349 - 1 1.403 O FIXED MEETING RAIL 6063 -T5 ALUM. .062 -- — .723 .688 © WIND LOAD ADAPTER 6063 -T5 ALUM. .062 .062 II 1.183 1� CI SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 ‹ x ( f A elze Rotuen L. Qerk, P.E. PE 139712 SI uj.1 1.081 — 4" - i 1- O SASH MEETING RAIL 6063 -T5 ALUM. .062 1.373 1..273 -f— 2.710 -1 4 O FLANGE FRAME HEAD 6063 -T5 ALUM. 1 1.187 NDUSTRIES 1070 TECMNOLOCY weft mows. n 34275 P.O. BOX 1529 NOKgK, 11. 34274 4Q SASH SIDE RAIL 6063 -T5 ALUM. 0 EXTRUSION PROFILES .062 --11 -- 1 2.094 1.122 "f" 2.710 -e-1 ® FLANGE FRAME SILL 6063 -T5 ALUM. PRODUCT Rt lfInp 0 OesIhdlo Csk +r N.. • <. . 4 • rrr7, t • • ALUMINUM HORIZONTAL SLIDING WINDOW Swr yro�t Seats: Shoe. Oran. Nn Rn: HS -710 I NTS 4 r 4 4112 C • • • • • • • .• _• • • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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). 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 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed 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 datc by thc 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", 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, thcn it shall be done in ijs entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by thc 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 ti 01- 0417.04 and, consists of this page 1 as well as approval documcnt mentioned above. The submittcd documcntation was reviewed by Theodore Berman, P.E. 't,UVl • • i - • • • • D fr' o ••• • •• • • • • • • • •• • • • • • • • • •• •• •••• • • • . . • • 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 NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 • ••. • • • • • • • ••. •• •• • • • • • • • • • • • • • • • • • • • • I •••••r • • • •• • • • •. • ••.• • • • •• • • • • • • • • • • ••• • • •• • •• • • • • • 7 102•-. •• • • • ••• • • ••• 95.750 • • • • • •• • x 37.500 3' ktAx. ON CENTER T7P, HEAD k SILL - 7 1/2' 5 7/2' 1.3.5' 73.3' TYP. WAX. 5 1/2' SEALANT ON FRAME CORNERS k PANEL CORNERS 7 1/2' --- 95.750 / 2 POINT ,` LOCK OP r10.N 7 1/2' - I-- MAX ON CENTER TYP. HEAD It 54.1. / 7 71.750 "` ct Robert L. Clink. P.E. P.E. 039712 Structural / ✓.I.r4t 7 7 /2' - 7 1/1' 1 5 I /2 Co) added 2p1. lock info A.n/ •7. I.: ur, 11/17/00 0. w. •Y D.B. 5 1/2' CM4 Or 1 01.: SEALANT ON FRAME CORNERS k PANEL CORNERS 01. 2/7 6/98 1.) C(AZIM:: .401/464 7AMINATEO 1►/INTER(MtR (4/ONSANrO ON OU+'UNT) 1.) CONFIGURATIONS: X. XX .1.) OCSICH PRESSURE RATING: .3a) .164 LAM.: * 75 P.S.F. -75 P.S.F. 3b) .401 LAM,: ♦60 A.S.T. -60 P.S.r. 4.) ANCHORS: MAX. 7 7 /?' FROM CORNCRS (WAD & SILL) MAX. 5 7/2' FROM CORr:CRS (JAMB) WX. SPACING AT MGM) & SRL: 13.000 MAX. SPACING AT JAMB. 13.300 5.) NO SHUTTERS REOVIREO 6.) REFERENCE TEST REPORT: T11 -2241 7.) FOR LOCXING ASSEMBLY OPTION - SCE 57615 f.«w. LkrarJEraLXldsa . ar.r.m . .. MO 1 • *A^ 1 I SW0 -101 French Door - X, XX Pct .O: .t„oOA 1.0 LARGE MISSLE IMPACT DOORS 10.0 Technology 0F. Nokomis, Fl. 34275 1..4: 1 x 3 Or 4 ►NIIUUCT Nrv1N.o M IM►1, 1.( .1110 IM 1140. 0 C.1. A1..►1...* N. 01.0 iO(. 72 t•.44146 I'ItODUCT RENEWED .ccrerw.erw+ 0-44 1.x111IATNAV IsAt1: (40...- C 11, 2"Lts IIT 54.5 . 1MUU tT II0 r44. I77,1611).1 Wit WO.0 01101 Q1N11wr C urrict: 5,...l l.14 INDUSTKIES 0.. -,./ Oft 971 I • ••• • • • • • • • • • 1 • • • • .••1 • • • • 1 • • .•• • • • • .•• • • • • • • • •.• • • • • ••• • •• .• • • • • • • • • • •• • • • • • • • • • • • ••• ••• • • • • • • • • • .•• • • • • • • • • • • • • • •• ••• •• • • • . • •• • 4• • • 4 • • • 4 • ••• •• 95.750 93.625 EXTERIOR ROUGH OPENING 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 MAX. SHIM SPACE 3.000 3.000 —I U.X. SHIM .250 SP ACE • I 1.479 84 3/4" DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 .250 MAX. SHIM SPACE ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING /A Ro r Clark, P.E. P.E. 139712 Structural 71.750 INTERIOR EXTERIOR 6 HORIZONTAL S €CTION 1.750 INACTIVE PANEL 1.480 PRODUCT REVISED •I 01 •I4l•4 .IO 11. now. A•••a�•... n. y3 -Q 01.1 1 Lyl..lb. O.k • M1 o.w P.M... tr Drw. .250 MAX. SHIM SPACE ROUGH OPENING PRODUCT RENEWED Acctrrme+o.N. ol- ov%1• oy E`O1anT1ON IM n. ND+Ee+r Et 2l moot c} Lrwritx- lx IURDOID 00011. QONI W*K L u/YKT R.w.Irl 0) added 2 pl. lock info U.I.R.I: R.n1 er II /b: 0.1. I1 /eO a... er 0.8. co .1 9. �1.: Dol.: 2/16/98 TeYrer.. 1 . Male& n..•. t 1/14 . Drawl .01 r o.a.r i e *caw s•n../U.e.e SWO - 701 French Door — Elevotions PCT NO: KNOOR ..0. 1070 Technology Dr. Nokomis, Fl. 34275 5'.1. Sn «l: 2 1"T • INDUSTRIE 971 S 0 • ••• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • • ••• •• 3 . POINT LOCK ASSY, 2. POINT LOCK ASSY, 1/8 MIN: 090 3/16 ANN. s n.,/UeaeL SWD -101 3/16 ANN. 1070 Technology Dr. Nokomis, FL 34275 .090 3/16 ANN. --1 1.489 L ^gL►. .250 .250 S I M AX SHIM .._-� 3.000 -- MAX. HIM 3.000 -I { -F. SPACE SPACE . 4 •. ..r' _. . .n : ..: 464' LAM. W/MONSANTO SATLEX PYB INTPRLAYEB OR -.401 LAIL W/DUPONT ROTAI INTERL4YER OR .464'- LAM. W /DUPONT BUrAwE INITRIAY(I1 SEE Norr J ON SHEET 1 SEE NOTE 3 ON SHEET DESIGN PRESSURE RATING: 360 inf. DESIGN PRESSURP RATING. 375 Dal PRODUCT RENEWED Aca rnld.ri.,. 6 1- o41-.o 4 E701RA110N DATE NODE U4HL221.40L Dr I StA l .1 . , u ►. wo �ta 11lJODOr (7ef, E ♦AC4 INDUSTRIES • ••• • • • • • . • • • • . • • ••• . • • • • 4 • ••• • • 4 • • • • •• •• • • • • • • • ••• ••• • • •• - • Z. • • • •• • • • • ■ • •• • • • • • • • • • ••• • I • • • Vf• • / •1 ••• I , • � • • • %, ® TYP. HEAD • ••• •• TYP. S11(. 2 ••OW ILCX 112 runlcAo © TYP. HEAD TYP. JAMS _f Mr. 6.1 L . H . HIL. 8. 1/2 SCR. PN HD. OUAD. LCCK SUPPORT ASS Y. 60376 60}80 60411 61069M 6TPOUA 6037814 7612FW 78 7834FPT QTY. /DESCRIPTION each door o• do Dol. roil 41 21 71034A 7FRMOW 71058FP 4 I door lop do bol. roil) 8 2 ea. door top do bal. rail eo. door fop dr bol. roil eo. door to & bol. rail 6 (3 frame iambs) 26 6 hin.e - hin.e -door 'omb FRAME JAMB FRAME HEAD DU11Na BUD ROLL FORM 9 •L' SWING HR SHOL. i0 5 1 1 6x18 THREADED ROD MB TRUS CLAMP MET 16 TRUSS WASHER ® 16x1: TRUSS NUT HI COVER CA ,,,,K PLATE • iti S Ci INSER IOxJ SCR. SCR. FLT. HD. PHIL HING ASS'Y. 10..625 FLT. HD. PHIL Will 10x1 AuterrffilOMINIEDIMMIPEXErnin .e dehin•e -home 'amb ItIMII 1PL- 7WA3111L N:TOIMICIMIMIBMIIIFMQ'R • • M • ■ • ril - O rah, astro.al O rah. astra•al O r.h. ostra.al 1 0 r.h. ostra.al DESCRIPTION V 000R HEAD SILL OLOR JAMB OW) BAK • • A 31&d:1MIIMINIMM M 0. 2.10 x .187 FINSEAL STRIP ..• [j© Ealfeen •aa:MLai ..IIMMI[3•wia. e MEW 114TIFf1IYLW R • P.! �Zi►If�[3F7�'� MEM • jj.]gi� 6.200K QOosfra•ols 'ombs head] MOM wfm •ozpit•AMMNIMMIEMEMICWOMMTVIVIMITHINIPMMI EI.7 e • • r1T 11 • QM2MQ MMIRID 4W1057 a{1aQ • t fl X41 0 AD -BOLT LOCK 78 TIP Q .4. 1 M. W4 L.J AMik. m il.l ON [ i'41 NEW Robert L. Clark, PE. P.E.1739112 Structural T Ph. Pn. SMS 1r4" TAPCON 401 LAM. W /DUPONT .454 LA14. WLDUPONT .454 LAM. W /MONSANTO 2 POINT LOCK ASSY x .75 Ph. 1. ek R.N.bna: D) added 2 p1. lock info Mal•no0 R...d er laot.: B.B. 11/17/00 Drown e,< D.B. Chad B,: rota: Dal.: 2/16/98 JoimuoculdiaLikint r..c.o.F , 1 /41 Nand 02 I 0••i. .av , M.O., t 1' S WO - 101 D.••,ipBoa: PD1 NO 1070 Technology Dr. Nokomis, FI. 34275 VENOOR VENDOR / ALUMAX AF I OJ75 ALUMAX AF- 10.176 ALUMAX AF - I(77 SCHLEG 1. CORP. F,519 4 -Ie) ALUMAX AF -10379 ALUMAX AF -10380 ALUMAX AF -12J76 ORIOA SCREEN ALUMAX • AF- .12J75 FASTEC INDUSTRIAL ALUMAX • AF -10378 FASTEC INDUSTRIAL FASTEC INDUSTRIAL PG INDUSTRIES 4 1>22W CAMCORP PG INDUS 1 41721 MERCHANTS FASTENER NATIONWIDE INO. MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER FA T C INDU TRIAL PCT INDUSTRIES FASTEC IN USTRIAL SCHLEGEL CORP. HL L • RP. PCT INDUSTRIES HARLOC HA L HARLOC 0OW ORNINC H.P.C. H.P.G H.P.G. PCT INDUSTRIES SPENC R PRODUCTS French Door — Anchoroge /B.O. M. .1N0021 MO. Scot.: S•••• 0ra.bq N.. 971 • 4I 4UBLOK 200X190 J75x 19a' FDJPTAY 100 • 880 820 899 ►RUDUCT REVISED F OD UCT R E N id CD on corm pl /Tai *I hi Ik, F1o.W. I **Idiot Cods Acrr.rr.raG. N.. 0 0 4 1,. O1/4{ Acceptant, N. 02- 701.12 / Ggnllo. 0.h •r UaIRox.o4 IIAft. Na 'iervc 5 11, 71 ZOOb er c UV 14L n� 1 - L 4 „ nl rtl tstw fruited ..l MAW. 14l)t • i Ih c'11't(,gl INDUSTRIES • M1AMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. • ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28 /2006 APPROVED: 06/28/2001 MIAN1I -DADS COUNTY, FLORIDA ME RO - DADE FLAGLER BUILDING 111111.DINC CODE: COMPLIANCE OFFICE: M11E1'1(0- D, \I)I: 1 1.AGLER !WILDING 100 \\'IiST FI.AGLEIt S11tEEIi r. St/r11: 1603 MIAMI, HAM 11 A 33130-1543 (305) 375 -2901 FAX (305) 375 -2903 - (:o. rR.\rroo I.i(F:NsINc NE:(rulN (305) 375. 2527 FAN (305) 375 -2558 cos um:ToIt 1 NFOItCE: !ENT DI %ISM (305)375 FAX (305) 375 -2918 Your application for Notice of Acceptance (NOA) of: 1 "x Std. Wall - Aluminum Tube Clipped Mullions . under Chapter 8 ofthe Code of Miami -Dade County governing the use of Alternate Materials and "Types of Construction,' and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION: (305) 375 - 21)02 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division T /IIS IS TIIE COVERSIIEET, SEE A »AJTIoNA /, PA GES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, It .A. Director Miami -Dade County Building Code Compliance Office 1 1s04500011pc200011temp1teslnouce accepunce cover page.dot Internet mail address: poslmastcr (a)buildingcodconlinc.cont IP Ilontepage: http : / /www.buildingcodeonline.com PCT Industries ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply 'with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for thc locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard %Va11 - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "I" Std.. Wafl Mullion Arrangement Detail ", prepared by manufacturer, datcd signed. and scaled by Robert L. Clark, 1'.E., bearing the Miami -Dadc County Product Control approval stamp; with the Notice of Acccptancc number and approval date by the Miami -Dadc County Product Control Division. These documents shall hereinafter. be referred to as thc approved drawings. 3. LIMITATIONS . 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in thc approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizcs and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acccptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of each door and /or fixed Iite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by thc Building Official or the South Florid' Building Code (SFBC) in order to properly evaluate the installa n of t us system Manu . I'rodu 2 Perez, P.E. Product C e o itrol Division JUN 2 8 2001 JUN•2 8 2006 Examiner- PGT Industries 3 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES JUN 2 8 2001 JUN 2 8 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc ( approvval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be pernmanently labeled with the manufacturer's name, city, state, and thc following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance: 3. Renewals of Acceptance will not be considered if a. There has bccn a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all thc requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required docun cntation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of thc product or process shall automatically bc cause for termination of this Acccptancc, unless prior written approval has bccn requested (through the ding ofa revision application with appropriate fee) and granted by this office. 5: Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this 'Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Noticc of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. if any portion of the Noticc of Acccptancc is displayed, then it shall bc done in its entirety. 7 A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Noticc of Acccptancc consists of pages I, 2 and this last page 3. END) OF Tills ACCEJ 1 ANCE Main, cl'Pcrci, P.L., Product Coptrt 1 •xarnincr Produ ontrol Division HOPS: ' C' OR Ir BOTH ENOS TYP. MULLION GLAZING PRODUCT FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 CF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: •Pcn C' OR 'CI; HOW ENDS NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2. 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, 70 A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 } PRODUCT N -H1+H2 ;(1) WINDOW MULLED W /ONE. ABOVF FOR DETERMINING' MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = J! OR H1 +H2 MULL LENGTH = W ANCHORS: :WE'D; C'. OR D Boni CMOS Robert L RE #39712 Stwr+lvni r -- w--- -1 WI I M2 w w . Wt +W2 H . HINH2 (2) WINDOWS MULLED WJONE MOVE . FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = N OR H1 +H2 MULL LENGTH = IV OR W1 +W2 M2) MAX OPENING . = W OR WI +W2 MULL LENGTH = H1 Ft T INDUSTRIES rw: I D7O TECHNOLOGY DRUG P.O. OOX 1327 NOKOMIS, R 54275 HOROMIS. R 34274 iR...d Ey. `Dot. Chid laic t>rv.n BY Dow P.J.P. 4/28/00 O..c,M6n: ARRANGEMENT DETAIL I— wl— i — w2— i —w3 —I w w - WI•w2 +W3 H HI +H2 'MULTIPLE WINDOWS MULLEQ W /ONE ABOVE. FOR DETERMINING MAX ALLCWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5. OF 5 M3) MAX OPENING = H OR 1-11+H2 MULL LENGTH = W OR W 1 +W2+W3 M4) MAX OPENING = W) +W2 OR W2 +W3 MULL LENGTH = H1 R.m,on.. 1" STD. WALL MULLION S•■••/NOe.I scow: Sh..t: MULLS NTS 1 al5 APPROVED AS COMPLYING ■Nnt SOUR( fLOR10A BUILOIHGCOCIE MROI MASON BUIIONG COOS CONK/MICE OFFICE ACCEPTANCE HO. 00 I2 .ar Oro.:n f No. 6620 R..; r.c.r. 1. 644.(DN PLILUOti CUP CUT nANCCS Off Of MULL ci.t ED !ORLI A le—CHANNEL ANO OVSEALE AS SHORN P.c.T. FOR 1 HULL 'RAMON TYPICAL MUI LION TO MUI INSTALLATTQN TYPE - A", 2 OR 4'1 TYPICAL MULLION TO STRUCTURE WITH W000 RUCK TYPE "0" NOTE; I. FOR MULL SIZE ANO QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. OUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TES: REPORT ITL-2902. 290J AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER • TO CHARTS AND FIND THE 111 r.k. STASMED 'ON OM= WO (SO Armor .ID "MUM NM • CACK ODICR) 112 SAS-019n • A4.03704185 OAT: (140t, COUNTY APPMACD. sCt NoTt /1 r _2' OR 4-1 112 tit 11.1.9. S TAGCERCD ON 0? SAES (SO AS Nor ID pflptrint ISTE)4 EACH OMER) ICC NOM /1 pa WOOD SCREW (1u/) AINt ItPC INTO tc INET .at &DC C04107 APPROVED. SEE NOTE 11 P.C.T. i. llutsiON •-\\\ rr P.C.T. 1. SCALD?. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED • FROM CONC. TYPE MOOD MIN. r 2 - OR RIM TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC TYPE D. 117 t.N. . succor° orPosrit =CS (SO AS NO( TO MIRFENL WON (MN 07)401) SIT ROIL 11 4114. 4- TAPCON (7461) ups Km CONCRETE OR DOCK SmuCIURt. AU '42 77 MUST DE DADE .fPPRO.ED. SEC AO 1 " STD. WALL MULLION Shoal. NTS 2 a 5 eyed ler Oro. Rye k CORRECT MULL SIZE AND PRESSURE ROI) FOR YOUR Robert L k, SPECIFIC APPLICATION. .E. RE. #34712 Ctrurill 1070 TECHNOTOCY ORITt • P.O. BOX 1529 NOICOADS. IL 34275 gocoLus. n. 34274 P.J.P. 4/28/00 Chid 9y. Dow Series/leache MULLS Seek:: I 6620 APPROVE() AS COMPCONG 9441 44 me SOUTH FLORIDA 111/1.0KS CODE oP0 :71.0ING CODE COLINANCE 07710E Tool DIVI§ION ACCEPTANCE NO 00 1 '2 Droving 44.,. /tow IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. : MULL SIZE 1 x 2 x i 1 x 4 x CLIP LENGTH CHART FOR I x MULL A' 1I 7" MULL CUP 7W0 (2) ANCHOR LOCATIONS Ex7RUS/ON two 1099 MIN. FROM ENDS (TYP) r~ I 1 4 4 MAX. g 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWC / 1099 NOTF; ,Q [ Coma‹ 1. REFERENCE TEST REPORT F7L- 2902 ;2903 ANO 2975 d 397/L INDUSTRIES Rand By: 10.1e: On.n s, OccMPGen: no.: '070 TECNNOLOOY 0I?M P.O. BOX 1.529 NOKOMIS. ft 34275 AOKOMIS. ft 31274 1 " MULL CLIP W /TARS REMQVEO 7WQ (2) ANCHOR . LOCATION$ EXTRUSION DWC / 1099 j MIN. F 7 END (TYP) 4 0-8 — -e — -(;)- MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 CM4 8y. 0.1.: ReMe•on.: 4/28/00 MIN. FROM END (TYP) APPROVED 1.5 COMPLnNO '1111 THE "'MT 0 GV� Pr �l�JG7� PRO CONTROL con x�CoNra IPPLONG CAGE COMPLIANCE OFFICE a�rcyu.lrt to 00 - 0 912 .04; MULLION CLIP ANCHOR LOCATION STD. WALL MULLION S•.../M.d.r. MOLLS Seals: NTS 3 11 °toeing 11.. 6620 Rev: (NP) i 2 7 x STD. WALL MULLS MAT'L: 6063 -T6 NOTE: Robert i, ark. E. 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 P.E. 139712 Structural D..c ptIo PROFILES u.: 1 " STD. 8 (T APPROVED AS COIAPInMC VATN T11E DATE L BY ✓ PR • •�, • TROI O V OI BUIlD(NO CO 0E CONPIIANC • E ACCEPTANCE NO. - OYIZ ;lI INDUSTRIES 1070 imitator, DAME °.0. Box 1327 NOKO.US. 11. 34273 Np(OWS. ft 34374 Mrsd By: IDotu Cn.a Br r ow Damn Op P.J.P. � I � 4/28/00 WALL MULLION MULLS C..iion.: Scala: NTS stud: 4 PT5 Drawing Ho. 6620 R..: 1 x2x.125 I_____ OPENING WIDTH IN INCHES 2 Anchors i 567 70 ! 80 1 901 100 1 110 .1 120 107 1 104 103 103 1 103 L 103 • 67 63 61 61 4 61 61 55 52, 50 49 49 • 49 54 57 1 49 44 1 41 39 38 38 . ____60141 35 1 31 1 29 27 26 1 25 631 35 30 27 � 24 23 22 21 66 30 L 26 23 1 21 19 18 18 72 23 ! 20 17 ` 16 1 - ^ 76 20 17 15 - I - 78 18 15 - 1 l - - 84 - - I 9 9 _ 42 T .. 48 50.625 1 x4x.125 4 Anchors L...... 42, 170 1 170 170 70 170 170 170 17,0_i 170 170 170 170 1 170 170 0.62 170 1 170 170 70 170 170 170 170 1 170 170 i 162 r 1 157 60 170 170 157 143 134 1 127 1 124 63 170 160 141 128 -- TT6 - 1 112 1 108 96 1 1 1111 1441 r 66 170 72 142 76 120 78 111 84 88 90 72 96 59 108 41 111 38 1441, 17 NOTES: 129 115 83 73 70 1 61 50 60 ! 70 145 1 127 120 .1 105 102 1 90. 94 83 75 60 50 35 32 115 95 81 74 65 1 59 53 1 49 I 48 53 F 43 1 315 37 e3 i 38 30 27 28 1 24 NING WIDTH IN INCHES 90 100 110 120 106 I 100 1 96 87 1 81 1 77 74 69 65 68 63 60 35 1 32 30 24 1 22 1 20 22 1 20 19 38 25 20 17 170 170 170 157 122 106 93 74 63 57 44 35 28 19 17 1. MAXIMUM ALLOWABLE PRESSURE 1N PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 130 103 61 49 38 25 20 17 160 103 61 49 38 25 20 17 130 1 160 170 170 170 170 170 170 157 157 122 122 106 106 92 92 72 71 61 59 55 53 42 40 33 31 27 24 18 16. 16 1. 5.2-€ Robert L Clark, P.E. P.E. 139712 Structural Vertical Mull �Opening4 Width Horizontal Mull Opening Wirth Mull L en l gth \Opening Width Mull ' ' Length Multiple Mulled Units Mull Length APPROVED AS COMPLY NC WITH NE aoun lr � �U � n L I il PRO. t OE DIVISION ewON O COOE COMPUANCE ACCE 1/�RCF Nn 00 -0 9 0 t • .r FUT INDUSTRIES Rind ejs rM: 0... e,: P.J.P. 1070 ITCHHOLOGY CRM P.O. 90X 1529 HONONIS. It 34275 NCKOYI.S, x1'34274 dad el IOW.: Dots: /28/00 PRE SSURE CHARTS TWA: SerW /N.p,k MULLS Revisions: 1" STD. WALL MULLION NTS 5 .0 5 &rowing Mc. 6620- R.n b7121/2003 1207:07 PM Tina Woodford D MIAMI BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT 'Industries 18 Page 15 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 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miarni-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 Miaini 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 wili incur the expense of such testing and the AHJ. may immediately revoke; niodify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deterininedby Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 704543, titled "Aluminum Casement Window; Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami-bade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 terthination 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 bedone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED - GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: 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 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 - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR 'XX" CONFIGURATIONS SEE SHEET 4. F. FOR }4-} "XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4' & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 8 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME 7. REFERENCt TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. Ix } 0 } x CONFIGURATIONS OPTIONS Q 0 0 } x 0 x 0 X UNEQUAL LITES NI 0 UNEQUAL LITES 0 UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT INNER LAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 1/8" HEAT 7/16" LAMINATED GLAZING DETAIL NOA DRAWING TABLE OF CONTENTS • SHEET NOTES 1 • GLAZING DETAILS 1 ELEVATIONS 2-3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 STRENGTHENED GLASS .650 NOM. GLASS BITE 3116" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE Approved r amply L$ with Uf FIu.rla eatdIa C wu 3 NO Mlaal 32//0 NNW IF F.K Amod o�aY. F.X. Der 31 703 A Oft coo 7102 Wilcox Girded aye REVISE ANCHORAGE NOTE Dar 1070 TECHNOL00Y DRIVE MOI(ONA FL 34270 P.O. 110X 1579 NOKOY1. R 34274 Visibly Birur a�vr• NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW. IMPACT CA-740 I NTS I 1 re 1/ I °*." 7045 -8 I A Luca A Tumor, P.E. PE 115.201 F.K. 3I17A03 A REVISE ANCHORAGE 1070 TECHNOLOGY OWE NOCOAIK FL 34275 P.a bQX 1629 �alc a9s a 34274 Vt,rby 8 .1u. "XOX' ELEVATIONS limit Om* Noublesr _ ' XX ' ALUMINUM CASEMENT WINDOW, IMPACT Wan A. Turner. P.E. +�ww�. o." Point= r . u"""" Soft pima, ".,, " ,„ CA-740 NTS l 2 + 11 1 7045 -8 I A Msthu4m l o,.. F.K. K. ate ?l17A7? �.�.+., ate 1 1 1/2" CENTERLINE 1 11/2 " -' MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2)� 1 13" MAX. O.C. 1 4" MAX. ANCHOR LOCATION TYP. - 4". MAX.-IL SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 7' \ 4' MAX. ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134' MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL / 7" TYP. (2) 13' MAX. O.C. 1 J 4 30' MAX. 53" MAX. 30" MAX. - \ \I --...- DAYLIGHT DAYLIGHT DAYLIGHT OPENING • OPENING OPENING 1' l � X 4 O X 13" MAX. O.C. 60" MAX. FIXED 4' MAX. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-7 FOR PRESSURES) 1� SEE MEETING RAIL DETAIL E TYP. (2) . . I \ ___/ 4" MAX. L I 14112" MAX. O.C. TYP. ELEVATION "8" - 63' HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 58" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30' MAX. DAYLIGHT OPENING 63" MAX. HEIGHT r ----1 14 112" MAX. O.C. VENT HEAD & SILL ONLY L. SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT • OPENING 83" MAX. HEIGHT Approved r aspgly wit! As Vlrrlt" Date NOAH Mimi Dads • 22 eLr oY9l4S•Sok' SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4' MAX. 32' MAX. WIDTH 25" MAX. DAYLIGHT OPE ING I I ��____ 1 14 1/2" 4" MAX. -•-1 I- - MAX. O.C. (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY ELEVATION "C" - 72 HIGH "X" 14 1/2" MAX. O.C. VENT HEAD S SILL ONLY 65' MAX. DAYLIGHT OPENING FOR PRESSURES) SEE MID -SPAN ANCHOR _ DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4' MAX. 4" MAX, 37" MAX. WIDTH 30' MAX. DAYLIGHT OPENING ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 97' MAX. WIDTH 56" MAX. DAYLIGHT OPENING 1 - 141/2" MAX. O.C. 30" MAX. 53' MAX. DAYLIGHT ~- DAYLIGHT OPENING OPENING 63' MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13' MAX. O.C. r •••,, • 56" MAX. DAYLIGHT OPENING 63" HEI 60" MAX. WIDTH 53' MAX. DAYLIGHT OPENING 4' MAX. 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) 4" MAX. I MAX. O.C. /-- �-( -13" 4" MAX. L 37" MAX. VENT 60" MAX. FIXED -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) AX. HT . SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) ELEVATION "F' - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) 56' MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 372//0 3 F.K. • 14.44 er awed R.4aer Vim F.K. a■: 317Al3 DOW A lewisker Chaim' Dr Mir 1Zh7A2 REWSEANCHORAOE or• 1070T!CMNOLOOVORNE NOKO*M$ FL 34275 P.O. EQX 1520 NaROYlS. R. J1214 V sab5 Bare. �GZ "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 4444.... CA-740 444. Orr NTSI 3 of 11 7045-8 I A Luca A. Tumor. P.E. PE MSS201 Moc COMPARATIVE ANALYSIS TABLE1. (BASED Of1174"TAPCONS OR GLAZING OPTIONS: A. 5/18" LAMI "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 1/8 "A..093,1/8 "HSI B. 5/18" LAMI (1/8 "HS,.090,1 /8 "HS) iE IGAT 36.000 38.375 43.000 48.000 50. NEG POS NEG ` NEG POS NEG POS NEG -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0170.0 -90.0 "X" WIDTH 19.125 A 24.000 28.500 30.000 32.000 34.000 38.000 B -90.0 B A B A B A A B B A B 6 54.000 57.000 ' 60.000 S NEG POS NEG POS NEG POS 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 63.000 NEG POS -90.0 70.0 26.000 I 31.000 - NEG POS NEG POS -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 - 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 tiwbr Daft "; Dom Ir Orr F.K. 12'17G2 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 '-75.0 70.0 -75.0 -75.0 70.0 I -76.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Ammar oft FR Y17W AMOcirc A REVISE TABLES 1 MO 3, AMASS TYPE A Mkt Rsvisiam -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -87.4 -90.0 ,-81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 -77.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 - -83.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -71.1 70.0 -90,0 70.0 -85.5 70.0 -75.0 70.0 -60.4 70.0 -75.0 70.0 -68.4 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 ;90.0 65.5 -57.6 57.5 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 70.0 -75.0 70.0 1070 TECHNOLOGY DRAM NOKd09'. . 7x278 H.0. 09X MO 9(O0 ARNOW FL 34274 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 70.0 -75.0 70.0 -75.0 -75.0 60.4 - 54.3 54.3 -51.1 67.9 -59.0 59.0 -52.8 52.8 -4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.4 70.0 -90.0 63.9 70.0 58.9 70.0 54.9 70.0 70.0. -75.0 70.0 -75.0 70.0 51.1 70.0 49.9 -60.0 -90.0 -58.1 -90.0 -51.8 -75.0 -47.9 -75.0 '-48.4 -75.0 Visibly &ccir 60.0 -58.5 - 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -72.4 70.0 -90.0 70.0 -90.0 56.1 -53.8 70.0 -90.0 51.8 -48.8 70.0 -75.0 47.9 -44,8 70.0 -75.0 48.4 -43.5 70.0 -75.0 58.5 -58.2 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -69.9 70.0 -90.0 70.0 -90.0 53.8 -50.4 70.0 -90.0 48.8 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 . -75.0 GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1-90.0170.0 70.0 -90.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 _ -75.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.8 70.0 66.000 NEG POS -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 IS 70.0 70.0 70.0 68.2 70.0 51.3 70.0 45.6 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR *14 SCREWS; "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS 36.000 38.375 43.000 NEG POS1 NEG I POS I NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 " WIDTH 37.000 A 43.000 48.000 53.125 57,000 60.000 64.000 68.000 72.000 74.000 A A A A A A A 26.000 NEG POS -75.0 70.0 48.000 1 50.625 1 54.000 NEG POSINEG POSINEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) HEIGHT 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70:0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -80.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -74.4 -88.4 -81.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -69,8 83.9 -58.9 -54.9 -51.1 -49.9 XX" 70.0 70.0 70.0 69.8 83.9 58.9 54.9 51.1 49.9 -75,0 -75.0 -75.0 -65.2 -60.0 -56.1 - 51.8 '-47.9 -48.4 70.0 70.0 70.0 85.2 60.0 58.1 51.8 47.9 46.4 57.000 NEG POS -75.0 70.0 -75.0 -75.0 -72.1 -83.0 -58.5 -53.8 -48.6 -44.8 -43.5 TEST REPORTS: FTL -3582 70.0 70.0 70,0 63.0 58.5 53.8 48.6 44.8 60.000 -75.0 -75.0 -69.5 -58.2 -50.4 -42.2 -41.1 70.0 70.0 69.5 60.8 50.4 45.2 42.2 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.Q 70.0 67.5 58 0 53.4 47.7 39.7 TEST REPORT: FTL-3582 TABLE 4.(BASED ON 1/4" TAPCONS OR t#14 SCREWS', "XX" WINDOWS ,ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREVVS; "XX" WINDOWS TEST REPORT: FTL-3580 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.0170.0 NOTE: IF USING 3/18* TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR •XX" WINDOWS IS LIMITED TO 48.7 P.S.F ALUMINUM CASEMENT WINDOW, IMPACT IMatisee rd. Ma 69.000 NEG POS -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 70.0 70.0 65.0 70:0 49.8 70.0 43.9 70.0 72.000 NEG POS -81.7 -90.0 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 NOTE: "X" WINDOWS WIDER THAN 32' AVAILABLE AT MAX. HEIGHT OF 83" ONLY. IF USING 3/16' TAPCONS OR 1912 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F Lucas Ajurner, PE Nam Mactintai C • PARATIVE ANALYSIS TABL 6. BASED ON 1 /4' TAPCONS OR #14 SCRE ' "O" & "114-12 -1/4 XOX" WINDOWS 'EST REPORTS' FTL -3580 FTL -3582 ,B -75,0 ' 70,0 -75.0 C -90.0 70.0 -90.0 A -75.0 70.0 -75.0 B -75.0 70.0 -75.0 C -90.0 70.0 -90.0 A -75.0 70.0 -75.0 B -75.0 70.0 -75.0 C -90.0 70.0 -90.0 A -75.0 70.0 -75.0 B -75.0 70.0 -75.0 C -90.0 70.0 -90.0 A - 75.0 70.0 -70.3 B -75.0 70.0 -75.0 C -90.0 70.0 -90,0 -75.0 70.0 -65.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -60.8 -75.0 70.0 -75.0 -90,0 70.0 -90.0 -75.0 70.0 -58.7 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -58.2 -75.0 70.0, -75.0 -90,0 70.0 -90.0 -75.0 70.0 -57.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -56.2 -75.0 ' 70.0 -75.0 -90.0 70.0 -90.0 -74.2 70.0 -55.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -72.9 70.0 -53.4 - 75.0.70.0 -75.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 -75,0 70.0 , -75,0 70.0 -75,0 70.0 -75,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 -87.8 87.8 -82.1 62,1 -65.7 55.7 -49.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 -62.4 62.4 -58.4 58.4 - 83.3 83.3 -56.4 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 54.3 54.3 -51.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -51.3 51.3 -48.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -48.7 48.7 -45.4 -75.0 ' 70,0 -75.0 -90.0 ' 70.0 -90.0 -47.9 47.9 -44.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -48.4 48,4 -43.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -44.8 44.8 -42.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -43.4 43.4 -40.9 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -42.2 42.2 -39.7 -75.0 70.0 -75.0 51.1 -55.1 55.1 -51.4 70.0 -75.0 70.0 -75.0 70.0 -90,0 70.0 -88.0 48.3 -52.7 52.7 -48.7 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -81.2 45.4 -60.0 60,0 -46.1 70.0 -75.0 70.0 -75.0 70.0 -88,8 70,0 -78.4 44.5 -49.1 49.1 -45.3 70.0 -75.0 70.0 -76.0 70.0 -86.9 70.0 -75.0 43.3 -47.6 47.5 -43.9 70.0 -75.0 70.0 -75.0 70,0 -84,3 70.0 -72.5 42.1 - 48.2 48.2 -42.5 70.0 -75.0 70.0, -75.0 70.0 -81.8 70.0 -70.7 40.9 -44.8 44.8 '-41.3 70.0 -75.0 70.0 -75.0 70.0 -79.4 70.0 -89.0 39.7 -43,5 43.5 -40.4 70.0 -76.0 70.0 -75.0 70,0 -75,0 70,0 -75.0 70.0 -75,0 70.0 -75,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 52.8 -49.9 49.9 - 48.4 46.4 -43.5 43.5 -41.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 49.8 -48.9 48.9 -43.6 43,8 -41.1 41.1 -38.6 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 58.4 -53.4 53.4 -50.0 50.0 -46.9 48.9 -44.3 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -84,5 70.0 -79.7 53.8 -50.9 50.9 -47,5 47.5 -44.7 44.7 -42.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -88.2 70,0 -81.8 70.0 -76.9 70.0 -72.4 51.4 -48.6 48.6 -45.3 45.3 -42,5 42.5 -40.4 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -80,9 70.0 -75.0 70.0 -70.7 70.0 167,3 48.7 - 48.9 46.9 -43,5 43.5 -41.3 70.0 -75.0 70,0 -75.0 70.0 -75.0 '70.0 -75.7. 70.0 -70.3 70.0 -86,8 46.1 - 44.2 44.2 -42.2 42.2 -40,1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71,1 70.0 -88.5 88.5 -83.0 45.3 -43.4 43.4 -41,9 41.9 -39.8 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -70.1 70.0 -65.4 85.4 -61.8 43.9 -42.2 42.2 -40.8 40.8 -39.1 70.0 -75.0 70,0 -75.0 70.0 -75.0 41.3 -39.2 70,0 -75.0 88.8 -63.5 40.1 -38.0 70.0 -75.0 83.0 -80,0 39,8 -37.6 70.0 -75.0 81,8 -59.1 39.1 -37.2 70.0 -74.3 70.0 -88.4 68.4 -63.6 83.8 -60.1 60.1 -57.5 42.5 -41.2 41.2 -39,8 39.8 -38.5 38.5 -38,7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -66,7 66.7 -81,6 81.8 -58,7 58.7 -55.9 41,3 -40.2 40,2 -38,7 38,7 -37,8 37.8 -36.1 70.0 -75,0 70.0 -75.0 70.0 - 75.0.70,0 -72.2 69.0 -64,9 84.9 -80,4 80,4 -57.3 57.3 -54.5 40.4 -39,2 39.2 -37.6 37.8 -36.7 38.7 -35.5 70.0 -76.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 67,3 -63.3 83,3 -59.1 59.1 -55.9 55.9 -53.0 70,0 70.0 41,1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 87,3 39.2 70,0 83.5 38.0 70,0 80.0 37.8 70,0 59,1 37.2 70.0 57.5 38.7 70.0 55.9 36.1 70.0 84.5 35.5 70.0 53.0 72.000 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 64.000 "0" "XOX" WIDTH WIDTH 74.000 79.000 90.000 98.000 101.000 106.375 108.000 111.000 114.000 117.000 60.000 120. 28.000 NEG A -75.0 A B C A B C A B C A B C A B C A B C A B C A B C POS 70.0 31.000 38,000 NEG POS NEG -75.0 70.0 -75.0 POS 70.0 38.375 NEG -70.4 POS 70.0 43.000 NEG -60.4 POS 80.4 48.000 NEG POS -54.3 54.3 50.625 NEG -51.1 POS 51.1 54.000 NEG '-47,9 POS 47.9 57.000 'NEG -44.8 POS 44,8 60.000 63.000 NEG POS NEG -42.2 42.2 - -39.7 90.0 39.7 -75,0 70.0 -38,6 -75.0 -90.0 -38.5 -75.0 -83.2 -41.9 -75,0 -75.6 -39,7 -75,0 -69.2 -38.4 -75.0 -84,1 -37.1 -74.3 -60.5 -38.2 -72.4' -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.8 -53.2 -34.2 -68.4 -51.6 -33.7 POS 70.0 38,6 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54,8 34.8 69.6 53.2 34.2 88.4 51.8 33.7 -87.4 67.4 -50.0 50.0 'TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS), "0" & "1/4.12 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7116" LAMI (3118 "HS,.090,3118 "HS) /ALL' "O" SIZES UP TO 60.000" WIDE x 83.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 83.000' HIGH 1 -90.01 70.0 1 4 X 1 X O NOTE: IF USING 3/18' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR '0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR 'XOX' WINDOWS IS LIMITED TO 41.3 P.S.F. Approved as coapM•i •ita the Mler{de Da 1C9 Date NORM MtsaI Dade Probst Gaya 3/2- i/o3 Awed 1y F.K. Woe sr Ow Is F.K. Oviir 3/17/ 0.1 Doir 12117/02 Aatilyra A Pleviirr Omani 4 REVISE TABLE!, GLASS TYPESA A C Orr 1070 TECHNOLOGY' DRIVE NOKOMIS a 34278 P.a RCN 1829 Iaca % a 34274 Visibly Better PRESSURES- 0 d 1/4-1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Yoftourt rk740 . I e.r, err NTS I 3 • 11 I°""` 7045 - 8 I A Lucas A Tumor, P .E. PE 050201 Mechanical "XO" WIDTH "X0X" WIDTH 26.000 31.000 38.000 38375 43.000 48.000 50.825 54.000 57.000 80.000 83.0001 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70!0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70:0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70'3 53.125 79.888 A -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 893 -87.5 8715 58.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 47,7 87:7 -64.9 84,9 -82.7 82.7 -60.4 80.4 80.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -63.9 83.9 -80.0 80.0 -58.5 58.5 -58.2 582 - 53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71,1 70.0 -81.8 81.8 -58.9 58.9 -58.1 58.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -58.2 58.2 -55.8 55.8 -52.8 52.8 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108.375 A � -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 81.8. -55.1 55.1 -51.9 51.9 -48,9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 80.4 80.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -422 42.2 -39.7 39.7 74.000 111.000 _ A _ -75.0 70.0 -75.0 , 70.0 -73.7 70.0 _ -87.9 67.9 -59.0 59.0 -52.8. 52.8 _ -49.9 49.9 -48,4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR 114 SCREWS "XO" OR "OX" 8.'1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A. 18" LAMI 1/8" .090 1/8"HS TABLE 9. (BASED ON 1/4" TAPCONS OR 114 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAM1(1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX • SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR 114 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/18" LAMI (3/18 "A,.090,3 /18 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -90.01 70.0 I • NOTE: IF USING 3/16" TAPCONS OR 112 SCREWS DESIGN PRESSURE FOR "X0' OR "OX" AND "XOX" WINDOWS 1S LIMITED TO 41.3 P.S.F. pe F.K DO: 3/17.,3 011wOlgar A Oahe Oslo: 17/17/72 Arianw Medal if REVISE TABLE d. GLASS TYPEA boo 1070 TECHNOLOGY ORIVE 1401006113. FL 34270 P.O. B9X1529 WOUGAOS, FL 34274 Vtttbb Better PRESSURES - XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS Tar ALUMINUM CASEINENT WINDOW, IMPACT CA CA-7 " 4i0 I NTS 1 8+ 11 I � 7045.8 l A • X 3 0 1 3 X X O Approved ea complying wU► Bn Florida Bo Dab NOAr Mead Wen A Turner. P.E. PE188201 Wehanloal COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS$' HEIGHT 38.375 43.000 NEG POS NEG POS -76.0 70.0 -74.1 70.0 "XOX" VENT FIXED WIDTH WIDTH WIDTH A 89.264 19.125 31.014 '86.919 95.973 108.849 115.892 122.000 123.135 126.000 130.000 130.378 134.000 Mad IT F.K Mat/ht taw"b: F.K. 24.000 28.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 Oft 3/17AU Oar Tar baw 12 38.919 42.973 48.649 51.892 54.827 55.135 56.418 58.209 58.378 rwa� A R. B C A B C A 60.000 B A B A B C A C A C A B C Orrr 48.000 NEG POS - 64.9 64.9 26.000 NEG POS -75.0 70.0 B -75.0 C -90.0 A -75.0 B C -75.0 -90.0 A -75.0 B -75.0 C -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -75.0 -90.0 -72.9 -75.0 _ -90,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0, 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEGIPOS -75.0 70.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -90.0 70.0 -75.0 70.0 -53.5 53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.8 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 , 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 -48.4 70.0 -75.0 70.0 -90.0 83.4 -56.5 70.0 -75.0 70.0 -90.0 57.2 -62.1 70.0 -75.0 70.0 -90.0 50.4 -54.5 70.0 -75.0 70.0 -90.0 46.8 -51.3 70.0 -75.0 70.0 ' -90.0 44.0 70.0 -75.0 70.0 -85.8 43.6 -47.9 70.0 -75.0 70.0 -85.0 42.6 -48.7 70.0 -76.0 70.0 -82.8 41.2 -45.1 70.0 -75.0 70.0 -79.9 41.0 -45.0 70.0 -75.0 70.0 -79.8 39.7 -43.5 70.0 -75.0 REVISE TABLE 11, GLASS TYPES A & C 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 '70.0 70.0 48.4 70.0 70.0 47.9' 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 -77.11 70.0 -90.0 70.0 -44.7 44.7 -75.0 70.0 -90.0 70.0 -50.4 50.4 -75.0 70.0 -55.2 55.2 -75.0 70.0 -90.0 70.0 -50.7 50.7 -75.0 70.0 -84.7 70.0 -47.4 47.4 -75.0 70.0 -78.6 70.0 -75.0 70.0 -74.0 70.0 - 44.3 44.3 -75.0 70.0 -73.1 70.0 -43.1 43.1 -75.0 70.0 -71:3 70.0 -41.5 41.5 -75.0 70.0 1070 TECHNOLOGY DRIVE NOKOMLA R. 34275 P.O. BOX 1329 NOKOMIS, FL 34274 -69.3 69.3 -41.4 41.4 -75.0 70.0 -69.1 69.1 -40.4 40.4 -75.0 70.0 -67.3 67.3 50.625 54.000 57.000 I 60.000 NEG POS NEG POS NEG POSI NEG POS -60.6 60.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 ,-75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 42.8 -41.4 70.0 -75.0 70.0 -90.0 47.5 -44.1 70.0 -75.0 70.0 -90.0 52.8 -49.1 70.0 -75.0 70.0 -87.0 48.2 -44.9 70.0 -75.0 70.0 -73.6 45.5 -42.7 70.0 -75.0 70.0 -68.3 70.0 -75.0 69.4 -64.7 42.4 -41.1 70.0 -75.0 68.8 -64.1 Vulbb Better c 41.8 -40.2 70.0 -75.0 67.3 -62.5 40.4 -38.9 70.0 -75.0 65.3 -60.8 '40.3 -38.8 70.0 -75.0 65.1 -60.5 39.2 -37.7 70.0 -75.0 63.3 ' -59.1 70.0 -90.0 70.0 41.4 -39.5 70.0 -75.0 70.0 44.1 -41.6 41.6 70.0 -75.0 70.0 70.0 -90.0 49.1 -46.2 70.0 -75.0 70.0 -81.9 44.9 -42.0 70.0 -75.0 70.0 -89.7 42.7 -40.7 70.0 -75.0 88.3 -64.8 70.0 -75:0 64.7 -61.0 41.1 -39.3 70.0 -75.0 64.1 -60.5 40.2 -38.7 70.0 -75.0 62.5 -59.2 38.9 -37.7 70.0 -75.0 70.0 48.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 60.6 -57.6 57.6 60.5 -57.4 57.4 38.8 -37.6 37.6 70.0 -75.0 70.0 37.7 -38.7 36.7 70.0 -73.3 70.0 59.1 -55.9 55.9 -37.5 37.5 -75.0 70.0 -90.0 70.0 -39.2 39.2 -75.0, 70.0 -89.4 70.0 -43.6 43.8 -75.0 70.0 -77.2 70.0 -40.1 40.1 -75.0 70.0 -66.3, 66.3 - 38.6 38.6 -75.0 70.0 -61.4 61.4 -74.9 70.0 -58.4 58.4 -37.3 37.3 -74.8 70.0 -57.9 57.9 -38.9 36.9 -73.7, 70.0 - 56.5 56.5 -38.2 36.2 -72.4 70.0 - 54.7 54.7 -36.1 36.1 -72.3 70.0 - 54.6 54.6 -35.5 35.5 -71.0 70.0 -53.0 53.0 _ 63.000 NEG POS - 50.5 50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53,8 -34.3 -51.9, -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 70.0 36.9 70.0 41.1 70.0 70.0 70.0 63.1 36.8 70.0 58.8 35.7 70.0 55.7 35.5 55.2 35.0 70.0 34.3 68.6 51.9 34.3 68.5 51.7 33.7 50.0 •xo• & 'Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or q0X" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000° MAX FIXED VVIDTH 70.0 NOTE: IF USING4t113" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR •XO• OR "Or AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT UNEQUAL LITES 0 UNEQUAL LITES UNEQUAL LITES Approved as cosplyiag Ike Bu Date NOM Mks Maul Ca* Lucas A Tumor, P.E. Muchsalcal MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION EPERABLE UNIT MAX. VENT DAYLIGHT 0 OPENING ��==// (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE'XO' & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX i t MAX. VENT I vr I-- DAYLIGHT OPENING .-1 (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X REFERENCE'XO' & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 — REFERENCE "XX FRAME ASSEMBLY DETAIL, SHEET 9 Approved as cambia witI e ebj LIB A6 e1 De No Miami �Dade Product z N ed 3 /2l / 3 Reeder F.K fp Meet Or F.K or: 3/17A33 Dela MwYMmc A lA..er amide Pf Pala atm 7/02 No crlo no Mmr 1070 TECHNOLOGY ORME /MOMS, FL 31176 P.O. PDX 1526 NOKOMM . R. 51771 Visibd Bette SECTIONS ALUMINUM CASEMENT W1NDOW, IMPACT Iledeakdok CA-740 I NTS I 8 • 11 I °" Ida 7015 -8 A • Loma A. Tumor, P.E. PE 666201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -76 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN 'X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER 'X" FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN 'O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME, SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL .434' 2.854' .062' NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .438" f 1 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063-16 DWG# 7005A .062' NOM. L 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 2.919" Approved r t..pIylagwith Ho iloAde Bvld "de Date Z. NOM Mlaml Dade Product Ceatnl Rawl Sr F.K Mod Ilr or: 3/17,33 air RaMWa ftwinixic OAK o.r: 12/17/02 REVISED FRAME ASSY DETAIL SCREW SPACING or 1070 TECHNOLOGY ORME NOKOtltl, FL 34275 P.O 949 1529 NOKOMIS. FL 34274 VGrbb Better B Gm, r_ EXTRUSIONS 8 ASSEMBLY DETAILS nor ALUMINUM CASEMENT WINDOW, IMPACT a"r.e.ae CA-740 jNTSI a +11 lorry ir 7045 -8 I A Lucas A. Tumor. P.E. PE 555201 Mechanical ITEM 2 3 4 3 6 7 9 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 24 2S 26 30 31 32 33 40 41 43 44 IS 46 SO 51 52 53 54 53 67 68 69 70 DWG # 7002A 1135 7008 7003A 1135 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 PGT. # 781PQA 781PQA 67017K 78X78PPSMS 7838ZA 710xI2FP 6TP247 6163K 61635K 60976 78x12PSTW/B 67004 7r2X1PPf DESCRIPTION MAIN FRAME - HEAD, SKY & JAMBS 08 X 1 QUAD PH SMS FRAME CORNER KEY I/YXl/2"XI/I" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM & SIDE RAILS 08 X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 010.24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) 88 X .875 PH. PN. SMS TIE BAR GUIDE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X .373 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 88 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 1 HINGE (HEAVY DUTY) 010 X .500 PH. PHL 3/16" LAMINATED (1/8A & 1/8HS GLASS) .090 INNER LAYER,. SOLUTIA OR DUPONT PVB 3/16" LAMINATED (1/8145 & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSIP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLAM SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP 08 X .300 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE 012 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LACK SPACER 71 72 7019 7018 711573 Ila a le awr *ream F.K 3I17,003 A NO ONO THIS SHEET ...o* awe w.,t,a,F Malt, awe F.K. f 2/ 17M2 PARTS UST SNAP T- HANDLE 114013 7FLDIID FOLDING HANDLE 1070 TEGW01.00Y [NNE . NOKOYI$ a 3275 P.O. BOX 1528 NOKOI85, a 3274 ITEM DWG # PGT. 73 7023 MAXIM SINGLE LACK 74 7016 SINGLE LACK KEEPER 75 70834A 88 X .750 QUAD PN SMS 80 7005A FDtED WINDOW FRAME • HEAD, SILL & JAMBS 81 1155 781PQA IS X 1 QUAD PH SMS 82 7010 FDLED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER .708' .050` .523' --� .050" Visibly Better .865' 0 5/16' GLAZING BEAD MATL: 8063 -T8 DWG# 7036 1 o n.. GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040' 1.000" r_ PARTS UST CONT. .423" °CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 DESCRIPTION y .125' -- PARTS LIST & EXTRUSIONS �wrar ta.r• i n.e. CA 740 I NTS I 10 • 11 1.124"r— .062" ---"� .093' ®CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT .993 " 289" .040` °INSTALLATION HOLE COVER MATL: 8063 -T6 DWG# 7007 1 2.701` 7045 -8 I A Approved r ea sIdylo8 van re Florida B Date NOAI Mead Div 0 9AY If'.CW 01 O— r� 3/21/o3 Lucas A Tuow", P.E. P6466201 Madwrdod APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 114" MAX. SHIM 1 r- #12 0R #14 SCREWS hit a il 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 112" MIN. EMBEDMENT OPERABLE UNIT FRAME TO W000 BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2' THICK (SEE NOTE 3) 114• MAX. SHIM --wwl 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) • j11/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEEREb BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM ---{ r _ #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) ' 1/4" , MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 1 1/2" L. MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2' THICK (SEE NOTE 3) 114" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 111/4" f MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 "•THICK Approved u tompadoi with tits Florida II • In ode Diu'' 1 NDAN 9lati'*!1'SJ' Wood DD ee produt Coo Div f 70 3 Rated is FK Mond F.K. lour o. 5'17.63 Does Abe Oft 12/17102 A Oulu! ADDEO SCREW OPTION Doke 1070 TECHNOLOGY OAIV! MICMAC, FL 34274 P.O. SOX 1320 Ndt0AK9. FL 34274 Vislbb Better e ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Om ItessAbIst Mr CA -740 NTS I / ° f + f f I �'� 7046-8 I A Lund A. Tumor, P.E. PE 1166201 Mwlwnlal MIAMFD3 BUILDING CODE COMPLIANCE OFFICE (BCCO) 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 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 'DPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control 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 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. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1116" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND 11) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAF_EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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 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 -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: ® MAX. 8 12" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: ®'MAX. 8 112" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN SEALANT IS USED ON ALL FOUR CORNERS OF TrIE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 >lw4 Omer. 114.4 lor caw Roved k Mb: F.K. 12/1509 &OM i.r ON: F.K. 7/14103 Revableav Phnibm A REDUCE ANCOOR SPACING **mud w 044.: ,070 7EGYIOLOOY OR,VE NOKO4IS, FL 34271 P.e BOX 1129 NOKOe4S FL 94274 FA T Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Mr "brt eu r: Ynr Pw.701 NTS I 1 " 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 4259 -4 Robert 1_ Cori, P.E. PE 439712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OR 11/16" NOM GLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" AIR SPACE 3116" HEAT STRENGTHENED GLASS OUTSIDE 1 1116" LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS OR 11/16" NOM GLASS BITE T 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) A$p...1 rwwywlri r. , L.U 1 iTANIPKTT• hared Ir !bed llr Rood*: F.K Olavon F.K. n..ielr: OW: hi: 12/150.3 war: 7/14133 Aswislarar A docked Or NO CHANGE THIS SHEET 1070 7E„WdGLOGY DRIVE MIMI3. 71 31275 PA eOX 1529 N0R7WS, 71 34274 P Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT s•■•r PW 701 NTS 2 10 I pek... 4259 -4 Robert 1. Clark P.E. PE 939712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60' DIA. OR MAX. AREA = 19.63 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96 "X48" = 31.9 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 96" MAX. ---- -- 92 1/4" MAX. DLO ----1 RECTANGLE MAX. SIZE = 48" X 96" . AREA = 32. 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SO. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96' OR MAX. AREA = 30.28 SQ. FT. wfi • VI: (•: rS:flU•bxB) te a: F.K. Droner F.K. a": a..w" A dwN D. 12/15.03 are 711W3 NO CHANGE THIS SHEET ow 1070 TECHNOLOGY DRIVE NOKOMO5. FL 34276 P.O. BOX 1529 NOKDMI6, ft 34274 PEG"' Visibly Better FLANGED ELEVATIONS rr ALUMINUM PICTURE WINDOW, IMPACT smodurre P .701 I NTS l 3 + 10 I Ns 4259 -4 !L / Robert L Gark, P.E. PE 1130712 Btn¢turat HEXAGON MAX. SIZE = 60' BETNEEN FLATS OR MAX AREA = 21.65 SQ. FT. FAN MAX. SIZE = 98" X 47' OR MAX. AREA = 24.47 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. R...dOr Oft: HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. Godson: andar. Ow: a..dar Or: F.K. 12/15/09 ". tie+.: A Draw I/7: Ow: c..ra.d Sy F.K. 7/14/73 FULL CIRCLE MAX. SIZE = 60' DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE =96 "X48' OR MAX. AREA = 31.99 SQ. FT. 48" MAX NO CHANGE THIS SHEET Our: 1070 TECHNOLOGY DRIVE NOKOMIS, R .4275 P.O SOX 1529 NOKOMIS, FL .4274 OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 93 1/4' MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. P ST ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4' MAX. DLO Visibly Better ""'" Pw•70/ NTS QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. Moe TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT 4 " 10 4259 -4 AR H. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. 1[tE Q%S1 V!.'l1�1 Robert L dark, P.E. PE 239712 Stnravr (COMPARATIVE GLASS TYPE: ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS B. 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3 /16HS, D. 1 1116" LAMI I.G., 3 /16HS, WINDOW WIDTH 28.500 49.000 A &C 80.0 1 -80.0 B &D 80.0 ` -80.0 9.698 C0 -80.0 1 B &D 80.0 1 -80.0 AREA SQ.FT. 10.786 60.000 I A &C 80.0 1 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 11.875 65.500 1 A &C 80.0 1 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 12.964 AREA SQ FT. CAN . �g� , 71.000 A &C 80.0 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 14.05 76.500 A &C 80.0 1 -80.0 I B &D 80.0 -80.0 AREA SQ.FT. 15.141 82.000 A &C 80.0 -80.0 I B &D 80.0 -80.0 AREA SQ.FT. - 16. 9 80.0 f -80.0 80.0 l -80.0 87.500 1 A &C B &D AREA SQ.FT. 17.318 93.000 A &C B &D AREA SQ.FT 96.000 f A &C B &D AREA SQ.FT ;MAO h: Dar: r...d 1r Daft: MM BI: a.,.: F.K. 12/15103 Daft• F.K. 7/14/03 a.ilftr: A C..o•.+4 80.0 1 -80.0 80.0 -80.0 18.406 80.0 -80.0 80.0 -80.0 19. 00 (3/16 "A, .090, 3 /16HS) (3/16 "HS, .090, 3/16HS) 7116" SPACE, 7/16" LAMI (3116A, .090, 3/16" HS) 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW HEIGHT 34.000 6r5 - t ) 45.000 80.0 -80.0 0.0 -80.0 80.0 -80.0 1..764 80.0 1 -80.0 19.476 80.0 22. -80.0 88 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 11. 69 -80.0 15. 13 80.0 80.Q) , 76.7 -76.7 0.0 r= g 80.0 -80.0 14.950 80.0 1 -80.0 12.868 17.031 80.0 -80.0 80.0 1 -80.0 80.0 l -80.0 14.167 16.458 18.750 68.5 -68.5 63.5 -63.5 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 15. 65 17.67 20. 69 79.4 -79.4 63.7 1 -63.7 57.9 1 -57.9 76.8 1 -76.8 59.7 1 -59.7 52.8 I -52.8 80.0 -80.0 80.3 -80.0 80.0 f -80.0 18.063 20.984 23.906 74.1 -74.1 56.5 -56.5 48.3 -48.3 80.0 -80.0 80.0 -80.0 80.0 -80.0 19.361 22. 93 25. 25 70.7 80.0 1 -80.0 80.0 I -80.0 80.0 1 -80.0 20.660 24.002 27.344 69.1 1 -69.1 51.4 1 -51.4 42.5 1 -42.5 80.0 -80.0 80.0 -80.0 21. 58 25. 10 80.0 -80.0 29. 63 50.4 -50.4 41.6 -41.6 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 22. 26. 33 30. 00 CHANGE NOTE 1 ANCHORWG WITH 112 SCREWS Dar 1070 TECHNOLOGY DRIVE NOKGMIS, FL 34273 P.O. SOX 1329 NarowS. Fl 34274 PG Visibly 8etter 46.500 -80.0 80.0 80.0 -80.0 15.23 74.0 -75.2 80.0 -80.0 17. 99 - 67.2 -68.6 80.0 1 -80.0 19.375 61.3 -62.3 80.0 -80.0 21. 51 56.1 1 -57.1 80.0 -80.0 22. 27 51.9 1 -52.1 80.0 1 -80.0 24.703 47.6 -48.0 80.0 2• .4 -80.0 43.4 1 -43.2 80.0 -80.0 28.255 40.7 -41.0 80.0 80.0 30. 31 39.4 -40.1 80.0 L -80.0 31. 00 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 80.0 -80.0 80.0 -80.0 16. 33 74.0 1 -74.0 80.0 1 -80.0 18.167 67.2 1 -67.2 80.0 1 -80.0 20.000 61.3 .61.3 80.0 -80.0 21. 33 56.1 -56.1 80.0 -80.0 23.667 51.9 I -51.9 80.0 -80.0 25.500 47.6 1 -47.6 80.0 1 -80.0 27.333 43.4 1 -43.4 80.0 -80.0 29.167 40.7 -40.7 79.4 -79.4 31. 00 39.4 1 -39.4 76.6 -76.6 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1I4' TAPCONS. DESIGN PRESSURES ARE L MITE TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RFrJAN(;I ILAR S17F IN TAR( F 1. WHICH THFIR OWFRALL WIDTH AND WIGHT DIMFNS ONS COMPI FTFI Y FIT WITHIN arm: FLANGED UNIT DESIGN PRESSURES ra ALUMINUM PICTURE WINDOW, IMPACT Pw-m1 lacer TS l 5 1) I w 4259 -4 A Robert L Clerk P.E. PE 539712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS GLASS TYPE. B 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3116HS, D. 1 1/16" LAMI I.G., 3 /16HS, AREASQFT. 76 500 14.052 16. -72.6 57.1 -57.1 51.5 -51.5 51.0 -51.3 WINDOW WIDTH -80.0 49 000 889 C 80.0 80.0 I - 80.0 -80.0 80.0 -80.0 - 80.0 -80.0 75.4 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 8C.0 -80.0 15.313 AREA SQ.FT. 9.698 11.569 13.441 15.823 54 500 A &C 80.0 . -80.0 80.0 -80.0 78.9 -78.9 74.3 -74.3 71.9 -73.1 B &D AREA SQ.FT. 80.0 -80.0 80.0. -80.0 80.0 11.7 1 .8 8 14.'5' -80.0 80.0 -80.0 80.0 17.031 17. -80.0 80 000 -67.8 65.0 -66.4 A &C 80.0 j -80.0 80.0 B &D 80.0 -80.0 _ 80.0 AREA SQ.FT. 16.458 18. -80.0 50 80.0 19. -80.0 75 -78.9 65.5 1 -65.5 61.7 1 -61.7 , 59.6 -60.7 65 500 A &C 80.0 -80.0 78.9 B &D 80.0 -80.0 80.0 AREA SQ.FT. 1.2.964 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 71 000 A &C 80.0 -80.0 75.3 -75.3 61.1 B &D 80.0 -80.0 80.0 AREA SQ.FT. 15.14 8.063 -80.0 80.0 -80.0 80.0 -80.0 .984 2 .906 80.0 -80.0 24. 0 80.0 -80.0 69.4 -47.2 46.6 1 -46.9 82.000 ' A &C B &D 80.0 -80.0 80.0 AREA SQ.FT. 16.2 19. 87 500 A &C 80.0 I -80.0 66.4 I -66.4 51.0 I -51.0 42.6 I -42.6 43.1 -42.7 B &D AREA SQ.FT. 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 17.318 20.660 24.002 27.344 -80.0 80.0 28.255 -80.0 93.000 AREA SQ.FT. 18. 06 21. 58 25. 10 29.0 63 30. 31 96.000 I A &C 80.0 t B &D 80.0 AREA SQ.FT. 19.0 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1 -60 P.S.F. WHEN ANCHORING WITH 1112 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET a ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST REOTANGJ4.AR SIZE IN TABLE 2. WHICH - HEIR OVERALL WIDTH N' D HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. a. .eM: 0.e: ".wen. ar.ry..r Wowed ar F.K. Mr" ay: F.K. 0w: dr: 12/15/73 7/14/03 A &C 80.0 -80.0 72.6 B &D 80.0 -80.0 80.0 80.0 -80.0 65.0 � -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 A &C B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 Anion: 'Has. a. A a..aae (3/16 "A, .090, 3 /16HS) (3/16"HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW HEIGHT SS 1 11 1'1 • _111 • . 11 Doer D. -80.0 72.2 I -72.2 67.8 -80.0 80.0 -80.0 _ 80.0 11.875 14.167 CHANGE NOTE 1 ANCHORING MTH 112 SCREWS -80.0 80.0 ( -80.0 80.0 I - 80.0 80.0 I -80.0 64 19.476 22.188 22.927 -69.4 53.8 ] -53.8 47.2 -80.0 80.0 j -80.0 80.0 61 2;1.493 1070 7EON l DLOOY E NOK01 13. FL 3428 10.110X 10.110X 1329 NOKpll9, FL 34274 25.625 -80.0 P ST Visibly Better 80.0 26.479 -80.0 -80.0 63.9 I -63.9 48.0 -48.0 , 40.2 I -40.2 39.0 -38.9 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 00 22.667 26. 3 30.000 31. FTL -3835 FTL -3835 FTL -3850 FTL -3850 79.4 j -79.4 80.0 l -30.0 16.333 71.9 -71.9 80.0 -80.0 1: 65.0 -65.0 80.0 -80.0 20. 0 59.6 -69.6 80.0 -80.0 54.6 -64.6 80.0 -80.0 23. 51.0 -51.0 80.0 -80.0 25.500 46.6 -46.6 80.0 -80.0 27.333 43.1 I -43.1 80.0 -80.0 29.167 40.4 I -40.4 76.0 -76.0 31.000 39.0 -39.0 73.1 -73.1 32. INTEGRAL FIN UNIT DESIGN PRESSURES ALUM'NUM PICTURE WINDOW, IMPACT a...a•r. P•701 1 NTS 1 6 0 10 l� 4259 4 I A AArwd r e.�y.11 tr r1.a+r R ,� , • Robin L. Clark. P.E. PE 139712 Structural 2.784" o . 411 O V SC REWED C • RN ER ASS'Y (FLANGE FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE. FRAME) L O III � III ALONG ENTIRE JOINT KEYED CORNER ASS'Y O WELD (FLANGE FRAME) r 1 P i i' t 0 I:1 l:l I t ALONG ENTIRE • JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 m m 0 MAX. DAYLIGHT OPENING 2.784" INSIDE VERTICAL SECTION (FLANGE FRAME) nee Syr Arm/ Mr Mr4 ar F.K. Draw Sr F.K. or: or: 12/ISAkt ow: 7/14,03 A d _ a/ NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOVKOYI$ FL 34275 P.0 80X 1578 NOKOMIS. 71. 34274 �GT Visibly Better LumAirc SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT rwarre PVV•701 I NTS rr 7. • 10 OM." N. 4259 -4 r A / 1/4 / /A/61 Robot L Clark, P.E. PE 538712 Sruotural 2.784' SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Mood aF Iway F.K. o.... Or F.K. o.r. 12/150.7 ow: 7/14103 Raab'. ArAionir A OmiN N Carr OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT NO CHANGE THIS SHEET KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) 1070 TECHNOLOGY OPIVE NOKOMIS, FL 3427 p0. eax t529 NOKOIIS. FL 34274 ALONG ENTIRE JOINT GT- Visibly Better MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784' INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT a.emairr u.r o..wMa PW-701 ( hint 8 + 10 4259 -4 r1 L. Clark, P.E. PE 41:9712 Stn.eural ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 A.". er Revs. lir By Or.r, IIr: F.K. DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 .050" O.r• Mir OWE 12/15.03 Dow 7/14/03 PART # 64256 64253 781PQX 64255 64254 6TP247 64262 .970' --{ ITEM 10 MATL: 6063 -T5 DWG NO. 4255 R.id"": A Dram, M DESCRIPTION INTEG4AL FIN FRAME HEAD, SILL 8 JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS', 3/16" HEA STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I,G GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 050" 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG N0.4254 MO CHANGE THIS SHEET .346 " --1 I--- .975" ITEM 11 , O7O1EC1NOLOOY ORIVE wmOMIS. FL 342'S P.O. 8QK 1529 NOKOMIS. FL 342■4 1.875" Visibly Better .062' --I F-►— 2.784" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A -- .077" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, !MPACT a..e"r" PW-701 1 la*: are N7S 1 9 10 4259-4 A 2.500" Almond r a.rdiss s Pram , a da .half h ii.i Robert L Clark. P.E. PE 599712 Sim -tura! ...e er ca1.: Powder On* Or F.K. 12/15/03 7/14A73 111 1 i .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. SHIM T 114" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) CONCRETE NavabINK 11Mb": R..iM.: A a..o.d 114" MAX. SHIM 1 1/4" MIN. ° EMBEDMENT FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. CHANGE NOTE 1 AND FASTENER SPACING Dab: #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 11111 114= 1 1/2" MIN. EMBEDMENT INTEGRAL FIN DETAIL B 1070 TECHNOLOGY DRIVE NOKOAIOS. FL 34375 P.O. 907C 1579 NOKOMIS. FL 34274 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. SHIM T 1 1/4" MIN. •••• EMBEDMENT • • PST Visibly Better PW -701 1 SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E *or 14mo NTS 1 10 + 10 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. I SHIM FLANGED DETAIL C 1x WOOD BUCK (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) ANCHORAGE - HEAD, SILL AND JAMBS raw ALUMINUM PICTURE WINDOW, IMPACT e*.° w. 4259 -4 lA #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4' MAX. f SHIM T triawd "n 04107 �"MF 1 Mom tU oD!- k6 T r:d vrt ercr Robert L. Clerk. P.E. PE 179712 Structural BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 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 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, 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 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 COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/18" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL -1889 I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL -3739 I.G., 1/8"HS, 3/:"• • CE, 5/16 LAMI 1/8 "HS, 090,1 /B "HS FTL -373£ W DOW WIDTH mipinwirmS�_'y�,o wiregt EIGHT 4 X d 63.000 76.000 6.500 [et [ :6. -80.. [ a iI]U► 68.7 :0.0 66.7 -80.0 i -:0.0 -80.0 88.7 -80.0 66.7 -80.0 �i -80.0 -80.0 66.7 -80.0 66.7 -80.0 7.000 rar B,D L° mme]T'ai Ram •80.0 ; 66.7 -69.6 57.2 -57.2 66.7 -80.0 66. -: ..0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66. -80.0 66.7 -80.0 66.7 -76.1 53.12 66.7 -80.0 GAM -6 • I 47.9 -47.9 48.3 -48.3 B 0 66.7 -80.0 6 . -80.. 86.7 -80.0 68.7 -80.0 C 68.7 -80.0 83.4 -63 - 58.7 - 58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4 MAX. VFNT SIZE; 50 1/2" x 38 1/4 " x 1 13" --+-� MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD MAX. SPACING AT HEAD & SILL: 13.000 MAX. 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 & F1L -3739 & SILL) 8" MAX. AT MTG. RAIL 13 /8" MAX. O.C. 6' MAX. LARGE MISSILE IMPACT . WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B BETWEEN (2) LITES OF LAMINATED 1/8" HEAT STRENGTHENED GLASS. PVB INNER LAYER GLASS, 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. 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 (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 (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) f � Robert:- Clerk, P.E. PE 039712 Structural IND ES 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. 809 1529 NOKOMIS, FL 34274 Amd F. . Rind Bp. F.K. Rev 0 By: Drown Er D.B. Description: ELEVATION & NOTES TRW ALUMINUM SINGLE HUNG WINDOW Sertes/MddsC SH- 701 Wen 6/3/03 % 26/03 10/11/01 8/1 8/98 2/9/98 Scoh: NTS A.Ndom; D-ADD GLISS TYPE & TABEE Revisions: C-ADD 13/16 1.G. Revisions: T8, TABLE, EXTR Rsvhbns: Sheet 1 er 5 OrwWry No. 4040 R •V O 0® r 0 F9�;11`C•3 E3P 11_tiY'L" t 0f 7- 1�T:[�i9fRii7,CFiar>L�m l OPTIONAL 8 8 11 per Glazing Bead) f[r©fF3i�1 • 1 131 f�IDIM��1✓/.111'071U a. M( 'L]� .ix7F3 • •i • Bolan es o ambe )♦31ETi1+Td T4;F1• SWEEP LAIC Li '8 x .625 PHIL FLT. HD. 7858WW •.• �` gratil1 a4.': :1611" k I.1 I 1P. ).f7 �Q-tambe 30 r. S1�IG'� rte:►:, k}j ivE: 12 rL ..6..:19UI C1 Wind oad •a•er Screws l♦ Q�P; Iitr: 1 :1AC11�515 /WIRti'.111•I `e Bott m a M NIATURE DIE CASTING R TOOL VINYL TECH. \PCT 2 1 per each balance 1 _ 2 1 er each balance :11TH - �ticarr T.1ZE,T. Lam])' o >•E[3t ' d 1>♦� vent ambs & yen o• ra 11I- �•':Iexd.169 :1i;t). X . _ � ISPLLLII MMIWOv n •• . • 2. ror bat. aAR.a� f� 0r IKOLO lII!7Stl.L ∎rl•). v i t 1•I :Li:ffi1f7;,'I� FT�F?�.'EID3(dL PEC ><S><S71Si.7 �LfC]uD>•L ��r1 'Mar il ' •'lam- 1 1M31:1 1.. ItriIr:Nr��T,azi.Yl IWINIEr�n�IM�:ia:s.iwil=11. 1�:U Fi7Q � sin 1I.i - : l Figum.rgwiAm.mmt -Tu• REENI , Ar.i..13 rlfF fi1111W1 606 - I ININ �•r�a-� • R . 1r. . .1 J1. 1 ;r :A5t7 -ii.1� - x ' 11 ' e [3r.•T _F MINIMUM • . f ITEM DESCRIPTION V.T. QTY. VENDOR. VENDOR # Nallal .[.1a.1a,- r_.�,•.1 IE. EMLIFY» 1 •r V. -12225 �1♦ T:..•L:fm�o; ' 1I9IIIG -'�: - !J MI IF�'.�T� 1 -12225 E1110 :[a :m1ITG i.�l[: Mal IILMI r� r ara rnR�f_mrtr3l 1[S� ad1i : , I<I■F.i31 1i ER MIGG I�fl1 -i 1♦� d ii 3. • . RAI ' um. : • 63 —T5 612231 ^ AF — 231 ZING BEAD ( um. 8063 — T5) 6535571 ALUMAX AF- 534571 THERSTRIP —VINYL BULB 6TP 47K TEA PLASTICS TP -247 ' I 0 DOW CORNING .9 / LOCATION 6 PGT.214.XX STAVE 4067 PRNG 244 -1 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED /� 36 13 16 LAMI I.G. GLASS 1 8 1� 5/16" I AMI — (11 IITE OF 1 G �l� Robert L. Clark, P.E. PE 939712 5baamral IN ES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 HS & 5 18 LAM W 3 8 AIR PACE /8" A GLASS & (11 LITE OF HS CdASS W/ .090 DeseApUon: PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW SerMs/Neder. SH -70 1 Qi rps. - Itapbalse / 41141 f. Srnlc NTS Sheet: 2 ar 5 Drawing No. 4040 060 64009 501 URA OR DUPONT PVR INNFR LAYER Rev: 76.000 MAX. HEIGHT ROUGH OPENING ROUGH OPENING 34.500 DAYLIGHT OPENING 34.500 DAYLIGHT OPENING REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION OPTIONAL Robert L. Clark P.E. PE 039712 Seam salmi EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 R.r.a Oar ReKwm: P. 6/3/03 0-ADO GLASS 1YPE 11591 36 raved aea: Reva/ane: F. 03/26/03 C -ADD 130 -135 Revd O aa: Rawer:,.t P. e� 10 11 /01 TB, TABLE, EXTR. D .B. 8 18/98 Rolston,: town By: Do N: D.B. 2/9/98 1 Description: SECTIONS 7idc ALUMINUM SINGLE HUNG WINDOW ROUGH OPENING Sutes4od&: ScOw: Sheet Oreeep Me. Rev: SH -701 NTS 3 a 5 4040 0 3 -T5 2.330 1.165 1.348 ALUM. 6063 -T5 Robert L. Clark P.E. PE p39712 9evdunl .062 2.710 - ►� 1.123 1-s- 0 ALUM. 6063 -T5 -1.523 1.023 ® ALUM. 6063 -T5 D.B. x/9/98 Oracrlphun: EXTRUSIONS f1S?1Jl 2.029 .062 1.403 ® ALUM. 6063HS - T54 1.187 lokilr .683 .050 ----I 1.097 �- - OD ALUM. 6063 -T5 1070 TECHNOLOGY DRIVE NOKOAIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MOP ALUMINUM SINGLE HUNG WINDOW Srrka/Mode: Scala: Shoot: DrorNp No. Ron sH -701 NTS 4 ra 5 4040 D 2.784 r .062 .737 O ALUM. 2.274 .06 1.707 --I 1.187 r - O ALUM. 6063HS -T54 1.451 -+1 .490 11 } If -i-' .062 J i 1 6063 -T5 .705 ALUM. 6063 -T5 i .655 1 REFERENCE TEST REPORTS: FTL - 1889 & FTL - 3739 ---I 1.350 �+- © ALUM. 6063 - T5 �-- 2.784 ALUM. 1.019 1 --� .791 ALUM. 6063 - T5 .062 .413 606 .062 v; 1 x WOOD • BUCK • . . TYP. HEAD • TYP. SILL .250 MAX. 1/4" TAPCON .250 MAX. 1.250 2 x WOOD BUCK #12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 TYP. HEAD TYP. SILL. 1.500 .250 MAX. 2 x WOOD BUCK 50 .250 MAX. #12 PANHEAD Robert L Clark, P.E. PE 939712 Structured MAX. TYP. JAMB I- T INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 x WOOD BUCK PRODUCT REVI811p • MAX. F. . R.vF By: 0. Dram By: D.B. 6/3/03 03/26/03 Data: 10/1 1/01 g . 18/98 2 998 0 —NO CHG THIS SHT C —NO CHG THIS SHT. R.vl.bn.: TB, TABLE, EXTR. .TYP. JAMB O. crlptlon: ANCHORAGE TttM: ALUMINUM SINGLE HUNG WINDOW Serks/Ilod.l: Scala Sheet: O avinp No. SH -701 NTS 5 of 5 4040 2 x WOOD BUCK Rev: D led 1 A M BUILDING CODE COMPLIANCE OFFICE (BCCO) Plonvcr CONTROL DIVISION CDR OtX3N3Y, FLORIDA METRO -DADE FL kG1ER BUILDING 140 WEST FLT AGLER STRUT, suI1'B ]S03 MIAMI, FLORIDA 33130 -1563 (305) 375 FAX (305)375-290a NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Bea 1529 Nokomis, FL 34274 SLOPS: 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 On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to leave this product or material tented 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD-101 Outewing Aluminum French Door w! Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, tided "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7-12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Aoceptanec 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 than 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 & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 35125 MAX. 33 3/5 MAX. OPENING 71.750 MAX. 25' MAX. OPENING - -t r i 'i 1 U - 11:21'; 1070 TECHNOLOGY 4 P.O. 8000 1529 NOCOMS, FL 34274 w+iMone D--ADD 0.0. DDS =46 MSS et I (1--PER LETIER 8/17/01 8.500 --I - 4:000 4.000 4.000 4.000 LARGE MISSILE IMPACT DOOR$ 13.50 / 4.000 4.000 4.000 ` �`. 4.500 13.50 NAIL 1 Four 1/4• Tapiocas or 5 #14 Screw Ria d at this Location. Top # Bottom. 4.000 4.000 4.000 4.000 36.125 MAX. 33 3/e I .� OPENING 1.) GLOM LaPTIGNS: (SEE SMEET 3 FON [ ZING DETAILS) OP1a0N 1 - .402 (A7 WOWED (3/16' MEAT S7PENGPIENSX .000 ?IER LATER, 1/8' AP# #LED oPPan 2 - .402 0/17 L4 4JED (3/16' NEAT SIRENQINENEA _90 N AEiR LAYER 1/$' tEAr STRENGTHENED ORION 3 - 7/16' LAMMED (3/16' BEAT STRENGDeEll .090 MIER LAYEa 3/16' AWE4LED ORION 4 - 7/16' LAMINA= (3/16' 14r STRENGINDVErt .000 INNER LATER; 3 /1M' HEAT SIREPiGINENED 2.) DESIGN PRESSURE RA MEE TARES SHEET 2) .L) ANCHORS: DOOR AUX FROM CORNERS; 6.502 I SW WC FROM 6.000 MAX SPACING AT HEAD & S6,L: 13.500 MU SPACING AT JAMBS: 21.000 4.) 91107ER : SW IM MDT RED 5.) RFFEROMCE TEST REpoRT F7L -2067 6.) SEALANT TD BE APPLtED AROUND TFIE FRAIL' CORNER & PANEL CORNER SEMI. 13.230 6.000 21.000 MAX. 21.000 IVX. 13.250 INCE f 47.875 MINCE 10C. TYPIG% Robert L. Clark, P.E. PC 09712 Structural 95 MAIL as is MAX DAYUCIff OPENING TYP. Attu TYP 01 HEwi i 35.125 MAX.. 33 -3,45 MAX. A 0AVU0If OPENPIG _FT3.30 4.000 4.000 4.000 4000 flIke o xo 37.500 MAX. 13.50 MAX. 25' MAX. lib DAYUINff 36.125 %wt. 33 3/e MAIL DAYLIGIF OPENING • • • lo • 000000 00000 4 4 ELEVATIONS OXXO & OXO _ • ntikkralvalii 21.000 YAX. • 5.500° ••.•• • •... ...... • 4.000 •••• • • ••••• • ••••.• OO OOO • • • C101tid. ALUMINUM FRENCH DOOR W/ SIDELITES Sui. c Scala - Shoat - Crowing No. 'Roc Fri-To; NTS 1 ' 8 972 0 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3116": Heat . - v. enact, .090 nner La " . 118" Annealed Qty. of Slabs Qty. of Slabs SIdNlt. Width Max. Door Widths Height (79.750 83.750 87.750 91.750 95.750 X 0 1 22.000 37.500 -75.0 -75.0 72 5 -70.2 -68.8 75:0 75.0 72.5 70.2 68.8 1 28:000 37.500 -74.7 -73.2 -708 -68.5 -67.1 74.7 73.2 _ 70.8 68.5 67_:1 t 30 000 37.500 - 64.7 -63.2 -610 -59.0 -582 64.7 63.2 61.0 59.0 58.2 i 33000 37.500 -55.4 -53.5 -516 -50.1 -48:9 55.4 . 53.5 51 50.1 48.9 1 36.125 37.500 -48.9 -47.5 i -454 -43.4 -41.8 75.0 48.9 47.5 45.4 �" 75.0 .1.8 -75.0 2 22.000 -75.0 -75.0 _ . -75.0 _ -72:5 _43.4 -70.2 - 68.8 71.750 75.0 75.0 72.5 702 68.8 A -75.0 -75.0 -75.0 75,0 --l4. -73.2 -70 8 -68.5 -67.1 8.000 34.000 .750 74.7 73.2 70,8 68.5 67.1 75.0 2 30.000 71150 -64.7 -63.0 -61 , -59.0 ; -8.2 5 -75.0 64.7 63.2 2 610 59.0 58.2 75.0 2 33.000 71.750 -55.4 - 53.5 -516 -50.1 -48.9 ! -75.0 55.4 53.5 51.6 50.1 _ 48.9 75.0 2 36.125 71.750 -48.9 _ -47.5 -454 -43.4 -41.8 - 67.9 48.9 47.5 45.4 43.4 _ 41.8 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16° Heat Str- .. .:., -, .090 Inner : er 118" Heat -,' - .! . ened Qty. of Slabs Sidaiite A Width Max. Door Widths He hts 79.750 = 83.750 87.750. 91.750 T 95.750 ,, 95.750 22.000 37.500 -750 -75.0 -75.0 -75.0 -75.0 75.0 _ 75.0 75.0 _ 75.0 75.0 75.0 28.000 37.500 -750 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 !4 30.000 37.500 -750 ' -75.0 -75.0 -75.0 -75.0 75.0 ; 75.0 " 75.0 75.0 75.0 75.0 33.000 32500 . -75.0 , -75:0 -75.0 4. -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 - -- -- 35.125 - - -- 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 75.0 75.0 . 75.0 • 75.0 71.750 - -75.0 -75.0 -75.0 -75.0 . -75.0 75.0 75.0 75.0 75.0 75.0 -75.0 28.000 Ai 71.750 -75.0 -75,0 A -75.0 -75.0 -75.0 75,0 75.0 _ _ 75.0 75.0 75.0 • 75.0 N K O 34.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 _ 75.0 75.0 75.0 75:0 -75.0 33.000 71:750 -75.0 -75.0 -75:0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 33.000 , 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TALE 3. - GLASS OPTION 3 3(16` Heat Strengthened. .090 Inner Layer, 3116" Annealed Qty. 01 Slabs Sldelite WWII Max. Door Widths HeiO , 79.750 r 83.750 87.750 91.750 ,, 95.750 0 X O 1 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 • 75.0 75.0 75.0 ` 75.0 1 28.000 37.500 -750 . -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 ' -75.0 -75.0 -75.0 75.0 75.0 75.0 75 :0 75.0 # , " 33.000 37.50fl< -75.0 -75.0 • -75.0 -74.7 ./- 75:0 75.0 . 75.0 74.7 ;•22.1..% - :4 1 36.125 125 -70.0 -67.9 • -65.7 -63.1 37.500 70:0 67.9 65.7 ` 63:1 604 0 X 1e 0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 750 750 75.0 75,0 75.0 ` 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 -75.0 -75.0 -75.0 -75.0 -75:0 71.750 75.0 • 75.0 75.0 75.0 75.0 2 33.000 , 71.750 , -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 72.6 2 36.125 - 70.0 - 67.9 -65.7 - 63.1 -60.4 71.750 70.0 67.9 65.7 63.1 60.4 0 X 0' 0 X X 0 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 318" Heat StrenBthened..090 nner Layer, 3116" Heat Strengthened SldelBs Width Widths 37.500 Qty. of Slabs 1 1 1 36.125 22.000 1 2 2 2 2 2 22.000 28.000 30.000 33.000 28.000 30.000 33.000 36.125 Max. Hal hts 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 79.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 - 83.750 -75.0 87.750 -750 75.0 75.0 -75.0 -75 0 75.0 75.0 -75.0 -750 75.0 75.0 -75.0 -750 75.0 75.0 -75.0 -75 0 -75.0 -750 75.0 750 -75.0 -750 75.0 75.0 -75.0 -750 75.0 75.0 -75.0 -750 75.0 75.0 -75.0 -75 0 75.0 75D _ 91.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 _ 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON s taiW PRESSURE AND GLASS TABLES ASTM E 1300 -9B. 2. POSTNE DESIGN LOADS BIASED 014 WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: D/0 N. DAYLIGHT OPENING ate D/0 HEIGHT in DOOR HEIGHT - 10.875" D/0 WIDTH S1DEU1E wit SIDEJTE WIDTH 2.750" 0/0 WIDTH PANEL - PANEL WIDTH - 12.500" 1070 TECHNOLOGY MINE NOKOMIS, FL 34275 P.O. 80X 1329 NIXOi95. a. 34274 Rowe 1De Deter iF, t7/03 F.K 8 Dam O. 7 12/99 fienisiown MS it At8 ME lknialanw Lamar TOES 8-PER LETTER 8117,101 � F lo ajd > > y, ' DESIGN PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/ S/DELITES s+r+.sMoa.k sods: strab Drawing Na 1 FD -707 NTS [ 2 or 8 972 These prints, the components thereon, the Aire -Lit system of fabrication, the special Aire - Lite eattrusionz as drawn here, are patent pending and copyrighted. Reproduction in whole or part of any design, compo- nent, drawing, extrusion or reference to the Aire - Lite copyrighted name without specific written approval by industries, Inc. is forbidden. COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/18" Heat Strengthened, .090 nner Layer, 3116" Heat Strengthened Oft. of Slabs Sides Width Max. Door Widths Heirs 79.750 83.750 87.750 91.750 95.750 0 X 0 f 22.000 37.500 -75.0 -75.0 -750 -75.0 -75.0 75.0 75.0 750 75.0 75.0 1 2& 000 37,E -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 30.000 37.500 -75.0 -75.0 -750 -75.0 -75.0 75.0 75.0 751) 75.0 75.0 59.0 1 33.000 37.500 -75.0 -75.0 -750 , -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 . 48.9 1 36.125 37.500 -75.0 -75.0 -750 -75.0 -75.0 489 75.0 75.0 75.0 75.0 2 22 00 i 71.750 -75.0 -75.0 -75 0 -75.0 _75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 71.750 75.0 75.0 750 75.0 75.0 7 77) .' i Q 30.000 . e 71.750 -75.0 -75.0. -75 0 -75.0 -75.0 63.2 75.0 75.0 751) 75.0 75.0 33.000 33.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 55.4 750 75.0 75.0 , 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSES TABLE 1. - GLASS OPTION 1 3(16' Heat I - • ' - ed, .090 nner La - , 118" Annealed Qty. of Slabs Sidellte Width Max. Door Widths Het$ ib (79.750 83.750 87.750 91.750 95.750 O X 0 1 22.000 37.500 ' -75.0 -75.0 -72 5 -70.2 -68.8 75.0 75.0 72.5 . 70.2 68.8 1 28.000 37.500 -74.7 -73.2 -70 8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 1 39000 37.500 -64.7 - 63.2 -610 -59.0 -58.2 64.7 63.2 61.0 59.0 582 1 33.000 37.500 -55.4 -53.5 516 -50.1 -48.9 55.4 53.5 51.6 50. . 48.9 1 36.125 37.500 -48.9 - 47.5 -45 4 - 43.4 -41.8 489 47.5 45.4 : 43.4 - 1.8 2 22.000 - 71.750 - -75.0 _ 75.0 75.0 72.5 70.2 68.8 1/4=' -74 7 -73.2 -70 8 :::, -59.0 -58.2 8000 71.750 .8 Ter 2 30.000 71.750 -64.7 - 63.2 -610 64.7 63.2 610 59.0 58.2 2 33.000 71.750 -55.4 -53.5 516 -50.1 -48.9 55.4 53.5 51.6 - 50.1 48.9 2 36.125 71.750 , -48.9 - 47.5 -454 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 2. - MASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 118" Heat Strengthened Qty. of Sidaiite Max. Door Heights Slabs Width Widths 79.750 83.750 87.750 91.750 -75.0 -75.0 -75.0 -75.0 1 22.000 37.500 75.0 75:0 75.0 75.0 95.750 -75.0 75.0 • a 0 0 x x 0 1 1 1 1 2 2 2 2 2 28.000 30.000 37.500 37.500 33.000 - 37.500 36.125 37.500 22.000 71.750 28.000 71.750 30.000 71.750 33.000 71:750 36.125 71.750 -750 75.0 -75:0 75.0 -75.0 751 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 -75.0 75.0 75.0 -75.0 75:0 75.0 75.0 -75.0 -75.0 75.0 75.0 -75.0 -75.0 75.0 75.0 -75.0 - -75.0 75.0 75.0 -75.0 -75.0 75.0 75.0 -75.0 .75.0 75.0 75.0 -75.0 -75.0 75.0 75.0 -75.0 -75.0 , 75.0 ' 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75:0 -75.0 75:0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 NOTES: 1. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AST41 E 1300 -98. 2. POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLJSS TABLES AST41 E 1300 -93. 3. GENERAL: 0/0 I . DAYLIGHT OPENING I D/O HEIGHT s 0008 HEIGHT - 10.875" W/O WIDTH SIDELITE a SIOE7JTE WIDTH - 2.750" D/0 MNDTH PANED- - PANEL W!D1H - 12.500" Robert L. hark P.E. PE 9rtxcturel 1070 TECHNOLOGY ORME KNOWS, FL 34275 P.O. 9091 1529 MOCOSES. FL 34274 COMPARATIVE ANALYSIS TALE 3. - GLASS OPTION 3 3(16` Heat Strengthened, .090 Inner Layer, 3/16" Annealed 0 0 0 x x 0 Qty. of Slabs 1 1 1 1 r 2 2 2 2 SIB 22.000 28.000 30.000 33.00a 36.125 22.000 28.000 30.000 33.000 36.125 Max. Heiohts Width ,1 79.750 -75.0 75.0 37.500 37.500 -750 75:0 37.500 37.500% 37.500 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -75:0 75.0 -70.0 70:0 -75.0 75.0 -75 0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70.0 83.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -750 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 87.750 -75.0 75.0 -75.0 75.0 -75.0 ` 75.0 -75.0 75.0 -65.7 65.7 -750 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 91.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 74.7 -6;31 63.1 -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 1 -63.1 63.1 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 I2.b -60.4 60.4 -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 74.7 ; 72.6 -60.4 60.4 Rome !pe F.K. RarrAc Q& ' Deer / 7 /03 8 20101 Y.772/99 D-MOD FRES & AM AVE3 Ravklatic VZA11 PAIS 8 -PER URER 8f f7jV f • • • • • • • • • • • 000000 .. •• •• • • • • • ••• • • ••• • • - • . •.•• r•••1 • • • ... • ••• • • • ▪ •• .... • ••.•• mooscr =NEW= O lie- ,if- t. • ds » • -t3 DESIGN PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/ SIDELITES Se isiAlo 1sk Scots: Sheet Deming No. Mea F0-701 NTS 2 ' 8 972 D , • ■• • • 0000 •� •••■•• • • • • • •••. GLAZING OPTION 1 .402 (3/E r9 LAMINATED 3/16' HEAT .ego IMER LAYER 1/3" ANNE LE3 C--ADO 7116 GLASS 9-FER LEI TFR 8117101 27.13 —4— 3/16' HEAT STRENGTHENED 3/16" HEAT STF NC EKED .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHEENED 3/t6" HEAT STRENGTHENED 1200R GLAZING gfor ION 4 7/16" L.AMINATEQ NOTE) REFERENCE TEST REPORT: FTC -2067 -f . 3/16" HEAT S HENED .090 INNER LAYER ( NarE) 1 /8" HUM ST tEHM .12012 S/DEL ITES GLAZING OPTION 2 .402 (3' ) L 4MIHATED Rebut L Clark. P.E. PE 097t 2 Structural 3/16 NEAT SFRENGThalal .090 INNER LAW (SEE ;TOTE) yr MW STRENGfiew 1070 SE1r*4110L0GY CRP& N01000IS6 FL 34775 P.O.. 93x 1539 pecose. R 34774 lf 3/T6' HEAT MRE40111D6ED .090 INNER LAYER (SEE NOTE) 3/1$ ANNEALED ED NOTE INNER MYER AMY BE txPoter BUTACfTE Py9 OR SAFT.EX/KEEPSAFE MAXIAIUAL GLAZING OPTION 3 7/16 LAMINATED GLAZING DETAILS ix 13—NO cry MIS SW 3/16' STRENGTKNED .090 rnaIER YER (SEE 3/16' AM'4EALED SIDEUITES • • • • • • • • • • • .. .• • • •..• • •..• Ihrisiges age s4 •• • • • • • ••• • • .••. • • •••••• • • .. •••••• • • .. • .•• • • la will litiskods. ea=E • • •. • • •• • •. • .. ALUMINUM FRENCH DOOR W/ SIDELITES st+t/►toert Sccdic - Skoh Dewing M FD NTS 3 or 8 972 0 •. • •• .. . • .• • • ••• . • ••. • SEEM HORIZONrAL SECTIO)4 pxxp HORIZONTAL SECTION 9.2C9 REFERENCE TEST REPORT: FTL-2067 OUTSWING Robert L. act* P.E. PE 138712 Sirtchrat 96.000 OUTSWING 1070 TECHNCZOGY DIME NOK0113, FL 34273 - P.Ct 11111C 1520 NOICONIX ft .34274 4.00er 4.000 Et, F.K. Nand Jibe /Of Onion D.B. J 7/12/99 SECTIONS I -I— 3. ROUGH \j . 3.100 1/17/03 1 1.479 1.489 ET 3 FOR Al•CHORS DIVLICH7 OPEN'S SAM o ar 4.586 1 • • • • • •••• . • • 3.00E1 --F- _4._ smb .1.4 • OPENING armssan 13—N0 CMG THIS sir Ravisianc illa THIS Stir PER 1177ER 8/17/01 sioaffg • • • • • • • • 000000 11661.* • • • • • • • • • • • • o•••• • - Max. Shim lYP. •••o•o • 5459 85 t/8 DAYLM OPENC3 SPX • • • • • • reli cgogyour Agegurej im .1.. • mat • • ALUMINUM FRENCH DOOR W/ SIDELITES Sorkediebelsk Stair Shoe: - F73-101 NTS 4 of 8 cmg*". 972 I • 1111.111EM:e FRAU v":41Kr-21. Xe iff-relli.WilEglE2 OM= 1 LTIvi' NILEIRafraEllid t M-Mar-7?-4111.1111E- 1111r4ElEl 41W - riCasLEMLaiftql:WIzic.il UMW* RP" 1111MMTIE E7MI. I I 111 Ur 1 1/11XS1/ ligt31 IliLIVELC".1111€L4f3-44E#72:=1=mommo M1111 ..ftrdig*Xilf4.11111=11111•111.1ffkiwZAININI MITAIRLO-11Gr...1A11111111=mmommmulAINI *r." 1 11- 111 Firr:Zi4U 7 NAWzriii1111110=1111111111.1 LIPA RBI W;rmiEr 7E.:* 0..1 IF-4,0111 latAIELVatfolgti 4411`411,;i1.==111111111= GOMIS Irian( 111Elinta31-1V*7;m2Itirm:, akir4Lii 74P1 IIMPAIF w - :_k- --- ia tAra-N 111 rik1111111;:ri auriirsil "Am= cireas IC ziNriti;.::61!":1111r.e.r-r-i4iii.azli::` KNIC0111 ;IFAIIMY.11Fd - -to !r7.31IL..--eir.-m__+11111111111Eirenlir.",•=_E• - awkrnrw IrLkfl.11111111 4111111 RCM i# IMF F ArVIE- ring a ti#2.. MK MDR r.1-WiNFP.:4Vri7/1111111111.1111.■m ILL sqr_ 41Pi fri Ft .111P3 IF711111k1;;±:i Vet 11- 111[110111._: - .-111 -411111111.111111mmumb.PMill ,_,.,_11111FIffiliffiY/111111111111 IP/ :Eir irrir.Y.wo:citir.::■ ta7.:14:#1,:1111111111111•011111 MINN II E E7: 11111111111111 ID eillUr":121 ,. 11111 r2 i izA111.1111 fiLLMMANIE vlammommi arciarzis:3_41-41101:41M1111111111.1111111 Irlreilif.T2Zitev;wao ILILINEZ- ALLIMAX IlnlfannIZEffran Evierzyjifff...amtlw 11111PlIV-t." 11170 aFill r : 74 n.T. Y. 41:filTi!? - 11 -0 :A 7 z. 7 'i Y fOill MUM" grig•FlVein/WIAMIL74_77111111111=liaami -4/a73WANIIIFalliti.1111111111111 r-rJr11 ha Oa Wiran ingit111111at 11 E 4 . 11 CtlInTIMT/IWEE-M37411111111=11111111 aor • MIRA Xiii=111111 1111111tql7M/: '" 777 -6:= "=i111 MEM • • a 0 do 0 Et j ir MET Alr 1 rialw 0 0 0 0 0 c 3 Li Robot t. Clark P.E. PE 139712 gruchwat • ciacRipros T, # vrivoop OTY MOOR 0 &MC - ,. # &t , # - • . -8 T- .._ ,L. 4 2 Ai= • e_z- NM # •-•-: # 1 . 411 FIEfAIL_ - 11.1. T .M.1111111lE#REINNIegr=11.11=M EnriiinClarA illi VaareAtialf iirirk_.17, mu. --T,...F.: ,--LIL-AssimiamE.ctint-t•ILl.k.1-4E_.-iumozitb±,,,,Ejs MICIOCAGIIK 111111Z9V Il P -5- IllrifillValia.±cilli IIFISMI InZIPM InaignintinkkCJIM Ilf41Will hkarlrourn La)vr •••.- NIME_WarNi i;Z - 4[C11±41U-LM •11 - MECIIEThrial=7:117A1111 PM tar Ilitir63 I nIIIP=E z = 2 /Z:XM-TrA:7. 71 -1111=1111=14 AMIN" freti • nETINIFAILIii.iriaL7-117411==. Pea Lce • • • 1011M)11 111111111111011111 fiarES 1 QTY'S EITACKETS ARE FOR OXO CONFIGURATION 2. REFERENCE TEST REPORT; FTL-2067 71 111 trai 1070 TECHNOLOGY UWE Naccus, FL 34275 P.O. au 1529 NOKOWL FL 34274 *mad te F.K. Avail Ito F.K. Orawa D.& °etc 1 I 7/03 9/9 /02 20/01 I M2/99 ;NW! SvArbew D- CI-C Th stfr Rephiceer C-ADD wAss paaihm,, 8-PER LETTER 8/17/01 BILL OF MATERIALS • • • • • • • • _ • • • • • • • • • MAW compillft with Ms Waft Collit Amegosse -40 • /3 Expiarim Oat • • • • • • TN= ALUMINUM FRENCH DOOR W/ SIDELITES smarobdie szaw 1 Drawing N. FO NTS 5 of 8 972 4. 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4.000 a 1 DOOR PANEL HEAD & SI L 6063 -73 ALUM. WEATHER STRIP CHANNEL. 606.3 -T5 ALUM. 1 1.620 HINGE ELUSION 1 1 606315 ALUM 1.750 j 4.100 O DOOR PANEL 4 606,3-15 ALUM. .125 -- A f TRUSS CLAMP 6063 -15 ALUM. DOOR PANEL. INTERIOR ASTRAGAL 6063 -15 ALUM. I 1.272 x i 4.675 FRAME HEAD 6063 -T5 ALUM. 4.875 1070 TECHNOLOGY DIME uoKaNls R suers P.a 221C 152 NKOIS1!L34274 4.100 CA DOOR PANEL. 6063 T5R UM. O oUTSKVG THRESHOLD 6063 -15 ALUM arms sic F.K F.K. Cram lb: Dew 0 1 ‘1 7J03 9/9/002 %/02 1. 3.000 Ravkiona 7hsNT Naitistme C -PEW SR1T F i.480 1 � FRAMEJAAfB kfi 6063 -75 ALUM. • • • • •• • • • • . • • ..•... • .• . .. . .•S• • • .... • •• •• • • • • • ••.S.• •..S.. • ••• • • • • • •.S••• • •• .. • .. • • • . • •••• • • • MOwIWO Wein W ft44*. •.• ••• • • • . Ober EXTRUSIONS PROFILES, DOORS ALUMINUM FRENCH DOOR W/ SIDELITES Sariatlitadst &air Shook Draft Mrs. F3-101 NTS 6 es 8 972 D 1070 78:11101.0ar DAVE NCOtailM a 34275 MO WWI" a 54274 • • - • • • • • • • • • • • • •• • • • • • • • • • • • -111 o•o•oo • • • • • • • • • • • • EXTRUSION WROFILES, SIDELITES mar ALUMINUM FRENCH DOOR SIDELITES swidoisdat sxei. shimb 01170ft Net FO-I01 NTS 7 8 - 972 , • tx8f (SEE NOTE 3) • - • 1 TYP. SILK, • 1 1.50 ! • • 11 • #. . aim PP- --44111111111 1/4 TiPCCIV (sEE !MOTE i) TYP. HEAD TYP. JAMB TYP. SILL #14 PASO I ~ 23t WOOD BUCK (SEE NOTE 2) 1 1 MO 2x WOOD BUCK (SEE I101E 2) #14 FL NEAO TYP. JAMS /SIDELI TE i`• . • • • • • • TYP. HEAD 1.500 g • • M i 1 • .. +_. ,11Ax (SEE NOle 3 TYP. JAMB REFERENCE TEST REPORT: F7L -2067 .250 Max oar t.olC TYP.PDE'LITE SILL. NOTES; 1. 115E ONLY ifetw-soE COWRY APIARObED EZGYi OR ITW TAP L ANSTA1LA1 #J OF 2s WOOD BUCK 10 THE SUGS7R47E ENGINEERED SEIW1411ELY AND 70 BF RE41E11ED BY BUILDING OFRCLIIL L Tex' OF 1x BUCK 10 THE OF IV AE ENGINEERED 1.500 } • - . Ida •• j • • i . .l TYP. SIOELiTE HEAD ( 1 PCON 4 TT SEE NOTE 1) •.• 1070 TECHNOLOGF OWE FL 34275 P.O. 8001 1572 MMUS. R 34274 NMI TYP. SIDEUTE SILL F.K. Rome IV FA Oman D .& ANCHORAGi tar E E 2) #14 PANHE40 Oda Remloblas 1 17 • 0 CH2 THIS SIFT 9 9/02 20/01 712/99 /14 FZAINEAO TYP'. SIDEUTE HEAD c-Aao moms � WIER 8717 /01 2s W000 BUCK (SEE m 7E 2) • • • • • • • • • • •• •• • •• •••• Ar:plesas • • • • • • • • • • • • • • • • •••• • • • • • • • • • •• •• s welt 1s Melia ALUMINUM FRENCH DOOR W/ SIDELITES S+igllkodlat Soda SAaat Dm*" .W► m -rot NTS 8 8 972 D • • • • • ••• •: •.• •• •• • • •• • •••• • •••• .• • • • • • •• • • • • • ••• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • •• •• • • • • • • • •••• • • • • • • •••• • • • • •• • • • • • ••0 • 0• 0 • 0 0 0••••O 0000 0 0 • • •0•• e A e 6" rr 31Ln Ce En MANG IN2 t9 :3 " NOTE: ALL PASTL�N1NCS P4FTS t FOOT /NnS Alo r HE Poly C LIGHT' ® 5HOwN WILL BE POW,ID O�ll Dfi.4/Q/MIV 2.07(0 �3F A MS •¢s APPRovED by 4cc oR D4NcE wsrg 'E s ova F�o>g` p4 PLc ELAN LOT t: 131.-K ;. 5V5, ADpRESS: 1 s zoR : - R�S 4WN'lNC �r C , OPIP,4Ny, !Ale. • • • COLUMN sc.4- IEDUL£ - ,.tLm,BERS: t,z, ,4-,5 •Q EFBR T•' • _ - REE 5TArlD11 NPlt. IgAN 1/1 SPAN Om L BEA SECTIONS SHOWN UNDER ' MAXIMUM utsi RAGE t:D s t 1 LE SF'At'J MAX . 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THRU eJLTS 1 p OR' 2- 1MET14S49 4 - 'fig -$DL- AFL L HO 6 FOR efr-AWY2 • 1( "Bpt'(IL045 C 11.3 ^Z - 1 ` - - 1 FDASV4 'f�k 6: 1O lot MESH • - c 1 • Z4 LY]WELS_1____ __ b• ISOLATED FCOTIN6 F - *'6a 5 - %eoI-T� t} 1Z1- PL =R 2- . f0. "1501 -1i 1 - 1ri eo95 - 3!3 5 5 t'0. t%Y x�c ;L•3 .0 • T 7 .4-_ � "BOLT5, a =yz "BOLTS; 0.. • _C6L UT:rrt ' Dt'c'i'AILS .. T • mo A.03* _9s' D. 'T 4$C. ALAi U e.ASTM6 ALLOY 319 -F STEEL PIPE COL. CCM\ " 2.0o• .2.00' .073" .OS3 SCROLL qC- �^ 90LT5 (:- 10) ' 9 4 607.75 14115 ANY BEAIA - 4' 4 -4 BARS -SEE= VtaW LOWER FI GI.SRG . 4 E 2PLI5 W.4 Ere PLA =TIC PANeJ. ARE 1.456.0 1 (W TI f1('• ( 4 {C� ALUM• SCR3LL 6063 -T6 cot. 4-X4X 71.h Sr- .COL. 600 ° 9.00K4k4 -) µ ..- 1?1 TO se FnR 3" . 4 51 CGL. 3X4" L6ea 1+ 1>T 3.625' • bCbL -Te> O ) NNEC TOR S - SLIP FIT; INT e Tr OF GUTTEP�• 6(: N'•5 y 1.00:. -070 r A o 3..4s' i 5060-T6 er EXTRUDEDC> GUTTER. ' 6463 -T6 - A " I .0 G o .0`~Q` 9 '11.7 • >- ASC..IA L F _ EC) ' FASC.1A . 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ARE 1.456.0 1 (W TI f1('• ( 4 {C� ALUM• SCR3LL 6063 -T6 cot. 4-X4X 71.h Sr- .COL. 600 ° 9.00K4k4 -) µ ..- 1?1 TO se FnR 3" . 4 51 CGL. 3X4" L6ea 1+ 1>T 3.625' • bCbL -Te> O ) NNEC TOR S - SLIP FIT; INT e Tr OF GUTTEP�• 6(: N'•5 y 1.00:. -070 r A o 3..4s' i 5060-T6 er EXTRUDEDC> GUTTER. ' 6463 -T6 - A " I .0 G o .0`~Q` 9 '11.7 • >- ASC..IA L F _ EC) ' FASC.1A . F- ,UTTFtt 3004 H 5o '�Q04•H3b 2-45 38 'Rey 3 - %/_ See 5. � Oe TMAU °:t]LT3 (3." _E = DL_ - SC NECK 1 -060 �-- 103 100" . :230 ` --f - ' R f+ANGING . RAIL.. b4063 b63 - T6 • .933" 0 �i ti tot • CI t t It 4.7 E x rRUDED &VTTE1 ia . • 0Q;3 -Tb . • Tf . / s 1 1 :09' f � i - ro E.060' • Y..2 =5 -3e • ALL,,.ANCNURS TO 1;E "REC HP."1 Eig• ' 3 EQUt ' t 1 1c OU✓ME.T CORP. e7u%LDtN6 SPEC%ALTtE51 DIVlStON 2271 WI., EAST BLVD- 'J. 20% 163_ ME9/ ;) TE .,Ta'44. '7 ?149 W1CU4M M.MEYSRS ► I07s1 c"•c c•a .. 4 2.•76 jhOt- 4[.71, rOOrltsc ,]C-IW$t?JLL- ROT F'R 4•;f J 5IPE.LEPtbT� 2.5 WI: 2 - 5' 5 3 ._ 6 .. 75 4• - 3 .. 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ARE 1.456.0 1 (W TI f1('• ( 4 {C� ALUM• SCR3LL 6063 -T6 cot. 4-X4X 71.h Sr- .COL. 600 ° 9.00K4k4 -) µ ..- 1?1 TO se FnR 3" . 4 51 CGL. 3X4" L6ea 1+ 1>T 3.625' • bCbL -Te> O ) NNEC TOR S - SLIP FIT; INT e Tr OF GUTTEP�• 6(: N'•5 y 1.00:. -070 r A o 3..4s' i 5060-T6 er EXTRUDEDC> GUTTER. ' 6463 -T6 - A " I .0 G o .0`~Q` 9 '11.7 • >- ASC..IA L F _ EC) ' FASC.1A . F- ,UTTFtt 3004 H 5o '�Q04•H3b 2-45 38 'Rey 3 - %/_ See 5. � Oe TMAU °:t]LT3 (3." _E = DL_ - SC NECK 1 -060 �-- 103 100" . :230 ` --f - ' R f+ANGING . RAIL.. b4063 b63 - T6 • .933" 0 �i ti tot • CI t t It 4.7 E x rRUDED &VTTE1 ia . • 0Q;3 -Tb . • Tf . / s 1 1 :09' f � i - ro E.060' • Y..2 =5 -3e • ALL,,.ANCNURS TO 1;E "REC HP."1 Eig• ' 3 EQUt ' t 1 1c OU✓ME.T CORP. e7u%LDtN6 SPEC%ALTtE51 DIVlStON 2271 WI., EAST BLVD- 'J. 20% 163_ ME9/ ;) TE .,Ta'44. '7 ?149 W1CU4M M.MEYSRS ► I07s1 c"•c c•a .. 4 2.•76 ' �O 2.0o 2 L97s - ma y 1.375' TWIN-v c PAI•Ir•, .027 - 040' 3C04 -H36 ALUM. e 24 GA. STEEL 40 KSI "C'S. • W L , °'1 ' I i.-.- l� ▪ LEN TER BEAMS (TYP.)- I II: •1-=O hAhY. G 4 N ii.00 - J6 96' ` x'36 60" • 5.0: - (� R- . r PA NF MAT. POLY VINYL • 1.1..gsTt-- O 2 a POOP PIJ'.r1 • - FRONT'. BM/kW V M (T.P) • 1 11 1 • i I rM 1! 1 VI • C-0-- /I 1'E :T�+r 1 ! I � )=kco-T.S L_�l 1 // 5 I - ti . , • • 4 -y4 �oLTS ©NNETOR • I . Z. /1'0017 1/_. 5 7' ►p 1 7 Tel( S= GEw,.. FRONT L C -i.1 "BR ACE DET!-..) L" • l ' - ik10 BOLT V/A SHER SEE CGRRY E5 nnn c CFlt_0ULL F CF. MA,1It•4LIr+1 SC= n,Clri� or F r A 0353 tC -4 -7q I C -2z -76 l- 77 CEXrKuP GUTTER ('5FP f>EAM SCH.) . #10 TEK SCREW u E 4 -�j= or borivit 'TERS SELF DRILLIN9a - FASTENERS OY BUILDC� '. Qtv1510v 1 SLL. TOOL . • 49 4- BANS r `:CNTINV :' 'J5 • RE1YF '3x6 - • CONC. ZA -P-._$ . 4..4‘"F r-4 i 21Y9 PrAR3 is LLXP '4 l0 5.ti'.5. • ?X c2L - 9.00 .03'O :0'30' Al-U1.4. Be .049' 8 Cab. EEL 5 ROL'_ FORM COL. 97 2%2' STD. STEE • COL., TWIN -VEE PANEL -EXIST STRUCTURE OPTIONAL E tAAtiSoo•c OR ti. SC. 14 12E V V ° 15 C D IN WOO 27 -16 C.0 #40 5M . -REV∎6 b' y * 74� M;5 � 410SI s. -?" THRU eJLTS 1 p OR' 2- 1MET14S49 4 - 'fig -$DL- AFL L HO 6 FOR efr-AWY2 • 1( "Bpt'(IL045 C 11.3 ^Z - 1 ` - - 1 FDASV4 'f�k 6: 1O lot MESH • - c 1 • Z4 LY]WELS_1____ __ b• ISOLATED FCOTIN6 F - *'6a 5 - %eoI-T� t} 1Z1- PL =R 2- . f0. "1501 -1i 1 - 1ri eo95 - 3!3 5 5 t'0. t%Y x�c ;L•3 .0 • T 7 .4-_ � "BOLT5, a =yz "BOLTS; 0.. • _C6L UT:rrt ' Dt'c'i'AILS .. T • mo A.03* _9s' D. 'T 4$C. ALAi U e.ASTM6 ALLOY 319 -F STEEL PIPE COL. CCM\ " 2.0o• .2.00' .073" .OS3 SCROLL qC- �^ 90LT5 (:- 10) ' 9 4 607.75 14115 ANY BEAIA - 4' 4 -4 BARS -SEE= VtaW LOWER FI GI.SRG . 4 E 2PLI5 W.4 Ere PLA =TIC PANeJ. ARE 1.456.0 1 (W TI f1('• ( 4 {C� ALUM• SCR3LL 6063 -T6 cot. 4-X4X 71.h Sr- .COL. 600 ° 9.00K4k4 -) µ ..- 1?1 TO se FnR 3" . 4 51 CGL. 3X4" L6ea 1+ 1>T 3.625' • bCbL -Te> O ) NNEC TOR S - SLIP FIT; INT e Tr OF GUTTEP�• 6(: N'•5 y 1.00:. -070 r A o 3..4s' i 5060-T6 er EXTRUDEDC> GUTTER. 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FASTENING SCHEDULE 2 TO 1 AT BEAT -t 2ta l0 5143 x /4LG 2 TO CORDER COL 00 2 CHAIR RAIL To col 00 1 SILL k TO COL 2 *i0 SMS . 3 /4 1 TO LASCIA /4 2 STRUT TO 1 2 106M5 x3/4 LC, 4 -b ASSEMi5LY *104Mis 2' of- . CA BI E SCHEDULE ENCLOSURE UEICHT BEAM SPAN NO. AT EACH CORNER 0 -0•' TO B' -O" UP TO 22 0 Ll E ft-0" TO B'.0 12'•0" -40'0 T w0 13•• Cr TO i .o • uP TO 11 01.1 E . 9'• 0" TO lo'-o" 1T 0"1383/0• Two irmairm um Ira ra morn MI 6065•16 50 [{I�MME� 1F11� CMIIIIMEI WM WI mum 6065-16 30 05C .050 •050 .120 .120 .I C •120 12C .12C . ALLOY 0 b P L; •t t h h �� f � � z [�i8ai���" -9 ntra • • inum � . ,� • . e 2 ��M�� tip «aE��r� .04..040 MI©=��I♦� f�[m•3iEEi�F�� .050 Cr'1� ®�EnIE89iE7�M �O�Rc�� 14 '9 EM0-M® 16•i0• "-I- MI �-�urtl�M © 4 3.76 ®MI 16 17'8" ��0 ®��m NM CM usciim � ad1 1a � � L m BIMN- I IM J�■F�MIEMMIN 70'. + I IMINII_ Mirmillimomrim .06C . 120 , MrMiI1�FEQ:9F7�9Fzr2417 50 _�E� 11© 0. - .. 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ALT 25 C 1021.0 JDR.DAI3 ` f Ic sw; ' 2%2" LG. 1x2 ti 2%0' 0.C. 1112•■•■1 i'4 2 -16 ,A W000 SCREw5 W/3/2' PEIJE"RAT10N EACI4 ¢ALTER ALTERNATE FASCIA DETAIL ,.GUTTER 2.3' 0,c. z.105145 ve' w P,EAM .6 2H k- -J 6WA Fmk (.0 0,,0., ,. • .x AlICOPRES5 18 -2 -6 3 S.S.CAELE BEEAKIIJG sTe t2001b 7 /16 H p WELQED EYE SCREW 114 EXPAtJDET OR #1035 J011DA■1 BuTER1TE ALICKOR CABLE DETAIL 6WAA 655 T 5'-0" MAX 40'K STRAP 606. - T(. 25 enc. 214 2 * 105145 EA.St0E 1. Design live load 10 P. S. F. horiz. & vert. up & down 2. Screencloth openings to be 60% or greater. 3. Plastic spline holding screen wire in place shall conform to the following minimum properties: A. Durometer hardness of 70 to 90 B. A decrease in tensile strength of not greater than 20% with no plasticizer exudation when tested in accordance with ASTM designation D412 -51T after 2,000 hours of accelerated weathering conducted in accordance with ASTM designation E42 -57T 4. Wall thickness is minimum, metal is aluminum alloy 5. Screen contractor to verify aluminum used 6. Bolts, nuts, washers, screws &wire shall be cadmium plated steel or stainless steel, 7. All columns, sills, & iambs shall be anchored as shown. Anchors in concrete shall be Jordan plastic expansion plugs, thunder bolts or lags in lead shields set in holes drilled to proper size & depth by rotary type anchors must be approved by the engineer. 8. In addition to beam bearing columns, clip angles are required on side columns @ 18' 0" 0. C. maximum & on all sides wind braced columns. r2x2 1 "2600:211 '1" 02'1•D #103145 @ 2 MAK 25 OR 214 I P , 1 5 TY PICA L SECTION A'JCHOR 7A 4WA 'RA ..-r ..-r 9. All loads imposed on an existing structure,must ' be transferredato a point where they are safely bore by such existing structure. 10. 6063 -T6 aluminum alloy beams will bear extruded identification mark stamped one foot from each end of beam. Following are approved marks: BON 6063 T6, M -63 T6, JALEX 6063 T6 11. Slab & footings by others unless otherwise noted 12. Latches on doors of swimming pool enclosures shall be 5' 6" above threshold & shall be sett - latching & self- locking type. 13. Spans are in accordance with "design criteria & test requirements for aluminum screen enclosures" as approved by the Dade County Bldg. & Zoning, " July 15, 1963. 14. Aluminum straps are 6063 T6 with Y. S. -30, 000 P. S. 1. attached to beam with N10SMS @ 2' OC YS-16, 000P. S. 1. 15. Wood inserts have a fiber stress of 1,200 P. S.1. 16. Steel strap has a fiber stress of 18, 000 P. S. 1. 17. Rubber electrical tape or asphalt dip to be used on steel inserts where in contact with aluminum. 18. Minimum length of straps & inserts to be 50% of beam span and placed in center of span. -1 a -1tn APPROVED DATE //�� /a�f 63 BY FT•1 PRODUCT CONTROL SECTION METROPOLITAN DADE COUNTY BUILDING & ZONING DEPT., 1 D\VNG DATE S•r :CTN 4', s �'+��FI� <•Fc " bf� � SCREEN ENCLOSURE STANDARD DETAILS A I RE -LITE INDUSTRIES INC. 5050 EAST Ilru AVENUE HIALEAH FLORIDA ENGINEER -C.tv.RUEBEL PE636o These prints, the components thereon, the Aire -Las system of fabrication, the special Aire - Lite e$trusiono as drawn here, are patent pending and copyrighted. Reproduction in whole or part of any design, compo- nent, drawing, extrusion or reference to the Aire-Lite copy!igiuo;f name without specific written approval by Like Industries, Inc. is forbidden. 4 . /a , /O /2'5 /2 CilottAC. s3 164 4.49 1 2-p 3 /9. / 7 /7 /3 i 3� / 9 ✓ 3 3387 22, Co? PLC? 69 / 3C Z 44534 zzb7 2 8 Z7 Z ( // f = s 5/ s4 3 4- 98 Iz.1 /0452. s22C 03;13 ) 4 Oro' 404,9- 7 2 2 511- 34S' p �., , 0-oz Tor 1`1' _ 2.7571c SC2 2. 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