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1249 NE 91 Terr (8)Miami Shores Building Department i � 1 --/ ._ Product Approval Schedule / Comparison Chart Address: WVE ?/ 7y . Permit No. 06- / 0/ Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required II) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF ,rte wi liVAMMI NM iff' G% ,, if - ro 0 _ / z. 06 - 6. -o IMEM8K1 0 1111 s - 0 - _ s - 0 a-t , , .2 .' f © o 7ttO l6� 2. 3- x/.06 oto. / 5.0 50. L 1 {X38 , , ,� .0 0 ® fit . � A.e li tor .0 0 A - 0527. /3 73. /750 504/ ( o.2 7/% r� y ,V it/o E's • i Elie sr -s . 3 I .ISO ✓' y i t 0 E.S. AO 7 pAe- E.'AI �i if FX/Maa t tJ .0 -0 - . .s1.��e 1. .0 . , I mffi . - .. 4V, r y 0 itt o 0 Ai 0 0 V! i M II .9 -®.- � , WA FI2 Ma MY, M . 4 0 , 0 INTOMMII IntriMilll M11.17 *W -encei wn .. W ti �. �' ' o ..a/ 6 MIA MIDADE 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 P.O. Box 1529 Nokomis, FL 34274 ScoPR: 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 AH.1 (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 FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "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 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 & 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 I. Chanda; P.E. NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 i (6) NOT PART (5)NOT PART (4)PGT 1 -. FRENCH DOOR CONF XX CLEAR GLASS 3/8 AH PSF: ( +)75.0/()75.0 71 3/4 X 79 3/4 2- SIDELITES CONF OO CLEAR GLASS 3/8 AH PSF: ( +)75.0/()75.0 201/4X793/4 (NOA) No. 02- 0927..1 (7)NOT PART 1 (3)PGT 1- HR- 710 CLEAR GLASS 5/16HH 74X383/8. (NOA)No.03- 0612 -06 (8) PGT 1 -HR -710 XO. CLEAR GLASS 5/16HH 29 1/2 X 38 3/8 (NOA)No.03- 0612 -06 SONJA TORRES (305) 9 -0667 1249 N.E 91 TERR MIAMI, FL 33138 (2)PGT 1 -HR -710 XO. CLEAR GLASS 5/16HH 73X 371/2. (NOA) No. 03- 0612 -06 (9)PGT 1 -HR -710. XO. CLEAR GLASS 5/16HH 37 X 38 3/8 (NOA) No.03- 0612 -06 (10)PGT 1 -HR -710 XO. CLEAR GLASS 5/16HH 37X383/8 (NOA)No.03- 0612 -06 1- MULL BAR 4X4X373/8 (NOA) No. 02- 0227.01 (1)PGT 1 -HR- 710X0. CLEAR GLASS 5/16HH 73 X 371/2. (NOA) No.03- 0612 -06 (11)PGT 1 -HR -710 XO. CLEAR GLASS 5/16HH 74X383/8 (NOA)No.03- 0612.06 (12)PGT 1 -HR- 710 XO. •CLEAR GLASS 5/16HH 74 X 38.3/8 (NOA)No.03- 0612 -06 1 7yrAS • • • • • • • .. • •••• • • •••• • • • .... • • • • •••• • ••• • • • • • • •• •• .. • • . .. • • •••• • • • • .... • • • • .. • •• •• • • • .. • 85 1/ MAX. DAYLIGHT OPENING TYP. 96 MAX. 6.500 -- 36.125 MAX. 33 3/8 MAX. DAYLIGHT OPENING 13.50 MAX 4.000 4.000 --1 I r-- 4.000 4.000 -- 13.50 MAX 25" MAX DAYLIGHT OPENING r T - /4.000 ( 4.000 --- 4.000 oxxo 71.750 MAX. 4.000 LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8'2 LAMINATED (3/16' HEAT STRENGTHENED, OPTION 2 - .402 (3/8, LAMINATED (3/16" HEAT STRENGTHENED. OPTION .3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD do SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD do SILL: 13.500 MAX. SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT FT. -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER do PANEL 13.50 MAX. 1 25" MAX DAYLIGHT OPENING Four 1/4' Tapcons or 5 #14 Screws Req'd al this Location. Top do Bottom. .090 WNER LAYER, 1/8" ANNEALED .090 WNER LAYER. 1/8 HEAT STRENGTHENED INNER LAYER, 3/16' ANNEALED INNER LAYER, 3/16' HEAT STRENGTHENED CORNER SEAM. 36.125 MAX. - 33 3/8 MAX.al DAYLIGHT OPENING MAX. 6.500 4.000 4.000 4.0E0 4.000 13.250 6.000 HINbt Wt.. TYPCAL 21.000 MAX 13.250 HINGE LOC. 6.003 TYPICAL 21.000 MAX. 47.875 HINGE LOC. TYPICAL. Robert L. Clark, P.E. PE #39712 Structural 96 MAX. ANCHORS ARE TYP_ IV HEAD Ae SIII 851/8 MAX DAYLIGHT OPENING TYP. 6.500 -- 36.125 MAX. - 33 3/8 MAX. A DAYUGHT - OPENING 13.50 MAX. T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 4.000 4.000 -+ 4.000 4.000 - Flayed By: F.K. Raved By: Rrisd F. K. r%: Date: 1/17/03 Dew 9/9/02 Dote: 8/20/01 oxo 37.500 MAX. 13.50 MAX. 25 MAX. DAYUGHT OPENING F-- 4.000 -- 4.000 Revialane: D -ADO D. O. DIM .S C 16 614SS & TARES 8-PE LETTER 8/17/01 Drown By: D ab: D.9. 7/12/99 Oescrbtlon: ELEVATIONS OXXO & OX0 36.125 MAX. 33 3/8 MAX DAYLIGHT OPENING • • • .. • • 0000 • • ••• • .• • • • • •• •• • • • • 13.50 1_ MAX. 4.000 4.000 • • • • ••L • • 6.000 21.000 MAX 1 • • •• • 6.000 aim • •••• • •••• • ••0• 0000 •/• . • • • • • • • • • 2 .000 MAX. • PROD4. CT RLNEWED reoptyles .Mf the Meat BeidiegCsde A.upeors 71e o1- d`?2.7. / 3 EaplratYe Tae Ana yrj,Zse 141a 1. Nisei 4 IrOsA Corbel Mirk ALUMINUM FRENCH DOOR W/ SIDEL!TES Series /Model: Scale: Sheet: Drawing Ha Rey: Fo -1o1 NTS 1 of 8 972 D COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Annealed Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 1 83.750 1 87.750 1 91.750 1 95.750 I ox 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 30.000 37.500 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37 500 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 22.000 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 2 28.000 -75.0 -74.7 -73.2 -70.8 -68.5 -67.1 71 750 74.7 73.2 70.8 68.5 67.1 o 2 30.000 -75.0 -64.7 -63.2 -61.0 -59.0 -58.2 71.750 64.7 63.2 . 61.0 59.0 58.2 -75.0 2 33.000 75.0 -55.4 -53.5 -51.6 -50.1 -48.9 71.750 55.4 53.5 51.6 50.1 48.9 -75.0 2 36.125 75.0 -48.9 -47.5 -45.4 -43.4 -41.8 71.750 48.9 47.5 45.4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, /1 6" Heat Strengthened Qty. of Slabs Sldellte Width Max. Door Widths Heights I 79.7501 83.7501 87.7501 91.7501 95.750 o K o 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 -75.0 -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 1 33.000 37 500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 _ 75.0 _ 75.0 75.0 _ 75.0 75.0 j 0 x x 0 � 2 22.000 71 750 -75.0 -75 0 -75.0 -75.0 -75.0 75.0 75.0 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 71 750 -75.0 -75 0 -75.0 -75.0 -75.0 3.0 75.0 75.0 75.0 . 1'5.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 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 ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer 1/8" Heal Strengthened Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 1 83.7501 87.750 1 91.750 1 95.750 o x o 1 2.000 37.500 -75.) -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 • 1 28.000 37.500 -75.) -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.) -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.3 -75.0 -75.0 ?5.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.) -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 _ 75.0 0 x x 0 2 22.000 -75.) -75.0 -75.0 ?5.0 -75.0 71.750 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.3 -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.) -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.) -75.0 -75.0 7 5.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 -75.) -75.0 -75.0 - -75.0 71.750 75.0 75.0 75.0 75.0 75.0 NOTES: 1. NECK DESIGN LOADS BASEL ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: D/O - DAYLIGHT OPENING ® 0/0 HEIGHT = DOOi HEIGHT - 10.875" 0/0 WIDTH SIDELITE = SIDELITE WIDTH - 2.750" 0/0 WIDTH PANEL = PANEL WIDTH - 12.500" '11 Robert L. Clark, P.E PE #39712 Structural INDUSTRI 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NNOMS. FL 34274 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed O x O Qty. of Slabs 1 1 1 1 1 2 2 2 2 Sidelite Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 Max. Door Heights Widths 79.750 1 83.750 1 87.750 1 91.750 1 95.750 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -75.0 75.0 -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 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 _ -75.0 1 -75.0 75.0. 75.0 75.0.1. -750 75.0•]__ 5.0 - 75.0.1.. -75 0 75.0 • J' .'0.0 - 67.9:1•:6,:.7 67.9 1 63.7 _ • • -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 74.7 -63.1 63.1 • -75.p :7T6' •? B 75'0 -75 0 _95'C'• JAZ • 7471 -63'1 .63`l'. -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 60.4 75.0" - 75.0 "1 "7t.0 :15.0 -75.0 75.Q. • -75.0 • 750" -7i.0• • 75.Q. 1 - 71. 6:. 72,8•• -60.4 ' 60'4" . ... Revd Br F.K. R.vad Sr F.K. R.ved tar: F.K. Drown ttr 0.8. Dewitoaan: r�ae: Dare: 1/17/03 Date: 9/9/02 coom 8/20/01 Oat•: 7/12/99 Resrarone: 0-1100 Tmis d AOD *nE 3 C -AR OES1CN T4&ES B -PER LETTER 8/17/01 • • • •• • •••• • • • .. • pw olK,T RENEWED as a. Wag witb I!e Florid/ ',oldie Omit Ieeeerlmee tyirsi o Dsu� Mod bad. pl+tiles DESIGN PRESSURE TABLES, OXXO & OX0 ALUMINUM FRENCH DOOR W/ S!DEL!TES Serleetioder: Sc ale: Sheet: Drawing Na. Rev: FO-101 NTS 2 of 8 972 D • • • • • • • • •••• • • • • • • • • . DOOR CD 0 e 111 .437 • DOOR T. 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEA_ED .437 GLAZING OPTION 1 .402 (3/8') LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLAZING OPTION 4 7/16" LAMINATED SIDELITEE 3/16 HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8 ANNEALED SIDEL'TES 3/18 HEAT STRENGTHENED .090 INNER LAYER (SEE NCTE) 3/16" HEAT STRENGTHENED DOOR REFERENCE TEST REPORT: FTL -2067 IF 3/16" HEAT STRENGTHENED .090 INNER LAYER '(SEE NOTE) 1/8" HEAT STRENGTHENED .437 GLAZING OPTION 2 . 402 (3/8") LAMINATED Robert L Bork, P.E PE 139712 Structural 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED SID£LITES .437 NOTE: INNER LAYER MAY BE DUPONT BUTAC/TE PVB OR SAFLEX/KEEPSAFE MAXIMUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 S II I Al .437 Reese! By: F.K. Rw•d ay: F.K. RersC By F.K. Drawn By: 0.9. Trti : _ iF. 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' ANNEALED DOOR s>44frfs Dots: 1/17/03 9/9/02 at e 8/2 %1 Doty. 7/12/99 Series/Model: FD -101 GLAZING OPTION 3.'..' 7/16" LAMINATED • • Scale: NTS Revisions: 0 -NO CHG THIS SHT C—ADD 7/16 GLASS Revisions: 8 —PER LETTER 8/17/01 or 8 • • • • • • • •• • 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED .437 • • ••• • ••• • Drawing No. 9 72 • • � •••• • ••••t • • •••• • 0000 •00• • • • •• • 0000 • • •0•• 0000 • • •••• • •0•• ••0• • • • • •• • PRODUCT RENEWED as c•mpt3 w :be Fiords Delft Cale A'»' i oeN.' 2 - Ibpiea .i Daft .zZ Tc]fr Mimi Die UMW 01rhi 2743 Deacrobor+: GLAZING DETAILS ALUMINUM FRENCH DOOR W/ SIDELITES Rev. D • • • • • • • • ra--) DAYLIGHT OPENING uaX INTERIOR EXTERIOR CIUTSW/NO �I Ill III I O EXTERIOR INTERIOR 8 25" DAYLIGHT MAX HORIZONTAL SECTION oxxo HORIZONTAL SECTION X REFERENCE TEST REPORT: FTL -2067 OUTSWING PAN OVEN 71.750 2 0AYUG1.7 oPENPR MAX SEE SHEET 3 FOR ANCHORS Robert L Clark, P.E PE #39712 Structural —i k— .830 YERiICAI S£CP1ON THRU DOOR ROUGH OPENING T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 ? KOMIS FL 34274 SEE SHEET 3 FOR ANCHORS R.vad er Date: F.K. 1/17/03 Away Date: F.K, t9/G2 R.rad By: . F.K. 3/20/01 Drawn er: Date. D.9. 7/12/99 Descrbtlon: SECTIONS rro.: SEE SHEET 3 FOR ANCHORS ROUGH / OPINING 1.479 0 -NO CHG THIS SHT RerisFona: C — N0 CHG THIS SHT Rsvioona: PER LETTER 8/17/01 SIDELITE 3.100 • •.•. • • .... .250 Max. Shim TYP. 1 1 1.479 5.459 YER}IeAL' SECTIOFt M .& £6&DEUTES • • • • •• • .750 1.489 — �� f r� I 3.000 ` 1— 3.100 -'-i OPENING s7 4� } . L �.• N.k, W � 10.4e a Camel • /ROOM' RENEWED as esaplyteg Web die Fledda Cade Actejsmee Ale o • a 2 7 ✓3 E*p(rades Deis 1 ems 3 P . : • • • ALUMINUM FRENCH DOOR W/ SIDELITES sm./model: Scale: S eel Drawing Nei Rev: Fo -1o1 NTS 4 of 8 972 D 0 O 0 0 � ff/ tE • 0 0 J O CFi DETAIL "A" �.1 si �11 Sr I 1.1j eamit ISOSAFT9M._) ir Robert L C1ork, P.E PE #39712 Structural 4 IN .x : • - •, e�r� C �r/ - rr Truss Clomp (AL. 6063 - 75/062 WALL) 60378M ALUAS4K 5 16x1 16 TRUSS WASHER 7WASHA FASTEC INDUSTRIAL Fin 5 6 7 8 9 ETALIFIZTOM FASTEC INDUSTRIAL ETON !Willa : , Tr 1 Y•1:ifKfl9a :I m !7►" EWA: Lie3111:1 ;7T � "� 11 � EFIM STRIKE PLATE ,. • I Y/ �I m L1� ?T t tiI��fddl �Q©) •r. „•• r MERCHANTS FASTENER 13 1 19 20 10x3 4 SCR. F T. HD. PHIL 71058FP 71OX12PPW MERCHANTS FASTENER 6 36 18 30 15 • • _ • - tl r ::•L *rev r PGT INDUSTRIES 6x1 2 FLT. HD. PHIL MERCHANTS FASTENER ______ igYN :IiJ• INTMs• PV IZL 111111V:11.0DIMICE:ttarMIIME X$ r 1L.19i;AIJaR.I•11111 1. PIAT ATLIN 5i[t•11 il_Sl/;1 I1 f� 1® x � •tr - t s� "" 3 . • . fY1rN • ► .rf�I�il Frr7;I1XddgrTr1h1- 7L�it4: [• 1 Ravin 25 II • � i r i • Will Itzi-MIEMPIAW: - t . •. FD3PTAY 7LOKAP �r�•. awl ►cam rndMANI 30 ® DEAD -BOLT LOCK 35 36 37 38 42 43 44 45 .250 x .187 FINSEAL W -STRIP WSTP. CHANNEL AL. 6063 -T5 .050 WALL FRAME JAMB CAL. 6063 -T5 /050 WALL FRAME HEAD 1S ( AL. 6063 - 75/.062 WALL 1 1/2 x 1" AD Outsw. Threshold AL. 6083 -T5 .062 WALL • eT 10x.625 SCR. FLT. HD. PHIL 10x? 2 SCR. FLT. HD. PHIL LOCK SUPPORT ASS 6x. 4 FIT. HD. PHI. •2 • • • ., • LOCK ejtheig SILICONE SIDEUTE JAMB 60381 ALUMAX SIDELITE HEADER 60414 ALUMAX SIDEUTE BOTTOM RAIL 60415 ALUMAX _402 Laminated (.187 HS/125 Annealed w PPG COF Du • • nt Butocite PVB or Soflex Kee • safe Maximum Inner L • - r • • • • • • • • • • •• • 6SM55W 61641 7.7 - SCHNEE MOREHEAD ALUMAX 2 •-- • • • • 6 12 4 (3 4 (31 - • r: 1 • - 104'lr' AF -10415 e SEAAI SEALER S1OEUTE JAMB ADAPTER (REINFORCE)AENT) kit T 4 K •1 6e 679240 9 60380 60411 61069 710344 4U: OK PGT INDUS 62899C SCHLECE CORP. HARLOCK • • HARLOCK 1 !11 DOW CORNING 8 x .750 Ph. FI. Tek 7834FPT SPENCER PRODUCTS .402 Laminated (.187 HSI.125 HS w/ PPG. LOF Dupont Butocite PM or Soflex /Keepsofe Maximum Inner L r r • •R ASTRAGAL EXf. (AL 8763- T5/.062 WALL)! 6984 J K 7/16" Laminated (3/16' !-IS & 3/16" Annealed w/ 1 PPG LOP - •. . ;►t: • • i - x K 1 • • • - . • x'm m inn r •, -r ��r4I FS7924 -187 —1 AF -10380 AF -12376 AF -12375 AF -10378 4UBLOK 100 820 •••• 05- 163••• 899 MEI 1154 ITE DESCRIPTION 1 DOOR HEAD/ ILL (AL. 6063- T51.062 LLT 2 DOOR JAMB AL. 6063 -T5 .062 WALL V.T. 1 VENDOR QTY. VENDOR # 60375 ALUMAX 4 2 AF -10375 60376 ALUMAX 2 1 AF -10376 IIIMMI l rhe 7TmaroTNILrff01L•7rI e11- FAI *4;G WrAIIIIIM il EMBUMP.1rMIN QOI 46 7 16 Laminated 316 NS de Dupont Butacite PVB or Soflex/Keepsafe NOTES; 1. QTY'S IN BRACKETS ARE FOR OXO CONFIGURA770N 2. REFERENCE TEST REPORT FTL -2067 T INDUSTRIES Reeved er F.K. Revd tar F. K. Revd By: F. K 3 16 Down Br Date: D. 9. HS w Oats: 1/17/03 9/9/02 20/01 7 12 99 PPG LOF Maximum Inner LaYer) Revisions: 0 -NO CHG THIS SHT C -ADD 7/16L GLASS 8-PER Revisions: ET7ER 8/17/01 4 3 PRODUCT' RENEWED as eospiliss with the Melia 13414iat Cole Espirsilks ox g e t f ma Co red SOW C�1reiM 1070 TECHNOLOGY CRNE NOKOMIS, FL 34275 P.O. BOX 1529 NCKO1.0S, Fl. 34274 De.crbtion: BILL OF MATERIALS ALUMINUM FRENCH DOOR W/ S/DEL!TES Series/Model: Seale: Sheet: Drawing No. Rev: FO -1O1 NTS 5 of 8 972 D 4.000 .050 1.750 O DOOR PANEL HEAD & SILL 6063 —T5 ALUM. .250 —I L O WEATHER STRIP CHANNEL 6063 —T5 ALUM. 2.125 .375 LD.T .125 i8 HINGE EXTRUSION 6063 —T5 ALUM. 4.100 .125 1.750 O DOOR PANEL JAMB 6063 —T5 ALUM. 1.500 —I .750 1- 11 TRUSS CLAMP 6063 —T5 .ALUM. 4.1000 1.750 O 3 DOOR PANEL, INTERIOR ASTRAGAL 6063 —T5 ALUM. 1.272 L__ 3.000 O FRAME HEAD 6063 —T5 ALAI. g/k 1. 4.675 abort L perk, P.E. PE #39712 !tructurol 1.479 4.675 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS,. FL 34274 1.750 Rresd By: F.K. Revel ay: F.K. Brom By: F.K. Descrbtion: Tuft: 4.100 O DOOR PANEL, EXTERIOR, ASTRAGAL 6063 —T5 ALUM. 3.000 — O OUTSWING THRESHOLD 6063 —T5 ALUM. Oat*: 1/17 Dote: 9/9/02 Dot &. 9/9/02 1.489 Series/Model: Scale: Sheet: 3.000 Rene: D—NO CHG THIS SHT Revisions: C —NEW SHT • 1.480 .050 • • • .. • • 0..0• • • O FRAME JAMB • 6Q6t3'— T5 11101•. •• .. •. • • • • • • • • • •. • EXTRUSIONS PROFILES, DOORS 0 • al • • 0000 • .00. • • ... 00•. • • • • raODnsr MEWED r comply w11! its !ice si++rt cae z /3 Acesphiact ispirsd.. Mimi Dole *Ant email Divides ALUMINUM FRENCH DOOR W/ SIDEL(TES Droring No. Rev: FD -101 NTS 6 01 8 972 0 • • • •. • • • 0000.. • • 4.586 3.100 .062 ---1 t- 1.800 .075 SIDELITE BOTTOM RAIL 37 6063 —T5 ALUM. .750 .830 1— 2.980 O 40 SIDELITE JAMB ADAPTER 6063 —T5 ALUM. 5.459 r ------ 3.100 -.1 .062 —11— /.800 — 3 6 SID£UTE HEADER 6063 —T5 ALUM. (7/71'' Robert L park, P.E PE #39712 Structural 1.479 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOAIIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Rsvad 8y: F K. Rlevad t3y F K. 3 5 SIDELITE JAMB 6063 —T5 ALUM. Date 1/1 03 Dote: g /9 /e2 Drown By: Date: F.K. 9/9/02 r .8901 Oescrbtion: EXTRUSIONS PROFILES, SiDELITES raw: ALUMINUM FRENCH DOOR W/ S1DEL!TES SerIe;/Mode1: FO -101 Scale: NTS Revisfone: D—NO CHG THIS SHT C —NEW SHT Sheet: 7 os 8 • • • • • •• • • • • •. •• • • • • • • • • •• • • • • • •••• • •.•• • •••• • • • • •.•• • .•.• • • • .• • •••• • • • • • •• • al cedifritist 106 tit Reel& aaphrolme -o9z'7.13 Drawin No. 972 Ray: D • • • • • • .• • • • • • 1.500 . 1 1 MIN. ,d.- .= f • 1x WOOD BUCK (SEE NOTE 3) 1/4" TAPCON (SEE NOTE 1) TYP. HEAD 1/4" TAPCON (SEE NOTE 1) MAX. TYP. JAMB • • -1 1.500 1 MNN. • ; ; ; I •: TYP. SILL TYP. SILL • .250 MAX 2x WOOD BUCK (SEE NOTE 2) 1.500 MIN. 2x WOOD BUCK (SEE NOTE 2) 1/4" TAPCON (SEE NOTE 1) #14 FLArHEtD TYP. HEAD TYP. JAMB /SIDELITE • • I 1.500 • - - -- • MIN. • a • : d I I •. A• .250 �-1 F� lx WOOD BUCK UAX. (SEe NOTE 3) TYP. JAMB /12 FLATHEAD JAMB SPAC C (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: F7L -2067 .250 MAX. // f f 1 / ° Robert L Clark, P.E. •PE /39712 Structural 1.500 1141N. 1x WOOD BUCK (SEE NOTE 3) • ' • . TYP. SIDELITE HEAD (S 1 4" TAPCON SEE NOTE 1) • • .. I I •• • • 1.500 I M/N. •.: • I d- • 17 • TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL .3. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELT. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NCK0UtS, FL 34274 .250 1 4" T APCON ( Sr E NOTE 1) 1.500 MIN. Revsd By: F. K. Red By: F. K. Revad F. K. Drown By: D.9. Descradon: TYP. SIDELITE SILL Oats: 1/17/03 Date: 9/9/02 8/20/01 Daft. 7/12/99 ANCHORAGE rte.: Series/Model: FD -101 Scats: NTS 1.500 2x WOOD BU (SEE NOTE 2) 4 /14 PANHEAD lievl•ions: D -NO CHC THIS SHT Redstone: C -ADD NOTES R.Ylstanf: 8 -PER LEARN 8/17/01 Swat: 8 of 8 • • •• •• • • • • • • • • • • •• • 2x WOOD BUCK (SEE NOTE 2) 114 FLATHEAD • • • • • •• • • ••• .250 • • •• •••• • • • •• • • • •••• • • • • • • MAX. Drawing No. 972 ••••, , • TYP. S /DELAY( HEAD• • Aar D • • • • • • •••• •••• 1 • •••• , • FRooticr RENEwZD at temptdog with w Florida %dello' Cads Aceepleide mice -o 27. Aspired* Wit .Aufaviard4f/Audi ALUMINUM FRENCH DOOR W/ SIDELITES • • • • • • • • • • MIA M I•DADE •- L. o • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • ••• • • • •• BUILDLNG CODE COMPLIANCE OFF:CV (B4•CQ) • • • • • • • PRODUCT CONTROL DIVISION ; ; ; • • • •• • • • • ••• • • • PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: •• • • • • • •• • • • • • ••• •• • • MIAMI -DADE COUNTY, FLORIDA METRO -f)ADB FLAGLER BUILDING 140 WEST LAGLER STREET, SUITE 1603 MI, FLORIDA 33130 -1563 (305) 375-2908 This NOA is being issued under the applicable rules and regulations governin tructi 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 C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 1/4" MAX. SHIM -1 3/16" OR 1/4" TAPCON (SEE NOTE 1 ] -- BELOW AND SHEET 1, NOTE 4) NOTES: 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 ENGINEERED BY OTHERS. ..al er F.K. Novel dr FK Reed by: F.K owe- 311743 3257.3 7110/03 verse"•. A B c bww" ey, D•r: Cisdi•d er F.K. 12/17N2 1114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ADDED 014 SCREW OPTION NO CHANGE THIS SHEET IVO CI-ANGE THIS SHEET 1 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECHNOLOGY DRIVE NOKOMIS. Ft 34215 P.O. BOX 1529 NOKOMIS. FL 31274 Visibly Heller 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT .k4.M'Jii fa,. Lh:.i P•p l*b . CA-740 NTS ] n 12 r 12 7045 -8 I'ROI)UC.T REVISED es complying with the Florida U a,dGa; Code Accrptaoce No retina Date M D" Product Coatial' `r `74o/ 3 Lucas A. Turner. P.E. PE 158201 Medhs(tk al APPROVED WOOD 1 1/2" OR MORE:THItt4:• (SEE NOTE 2) 1/4" MAX. SHIM ' ••• • • • • #12 OR ##14 , SCREWS 1 •. • • IP • • • j b. • • • • • ••• :• •: ' :'APPROVED WOOD BUCK • . • ; LESS THAN 1 1/2" THICK • • • • • • • 1• • •••. • ••• 1112 "1 MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 3) 1/4° MAX. SHIM ; 1/4" TAPCON • 4SClc NOTE 1 BELOW AND SHEET 1, NOTE 4) ••• •• e e •• • • • • • ••• •• 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM r _ #12 OR #14 SCREWS OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK APPROVED W000 BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) � 11 .1 ' 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APP12VV�,D.lfPiP cs3 L 3 t 4 LESTI-3AN•1."f1 " THgoK: (E 146`rt 3)• 1/4" MAX. SHIM -- 3/16" 014 1141 TAPSC11i1 • •• (SEE N11 BELOW AND SHEET 1, NOTE 4) ••• • •• ••• • • • • • • • • •• • • • • • • •• • • • •• ••• • • • • 1114 " — MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ITEM DWG # T PGT. t! DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 1;8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - READ, SILL & JAMBS 81 1155 781PQA NB X1QLADPNSMS 82 7010 FIXED FRAME CORNER. KEY 83 7007 INSTALLATION fIOLECOVER 83 7047 67407 GLAZING BEAD (13/16' 1.0.) 66 13/16" 1.G. GLASS (1/8 "HS.3/8'A1R SPACE3/16 "LAMI) 5/16' LAM1 (2 LITES OP 1 /VHS GLASS WfIl1 AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB ITEM DWG # ; • 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 .33 40 41 43 44 45 46 SO 51 52 33 54 55 67 68 69 70 71 72 F.K. *mud Ily: 7 .•a 44. F.K. :idea a7. F.K. 7002A 1135 7008 7003A • • • 1155 • • 78141.7A • M8 X•1 QUAD PI4 SMS 7017 67017K BULB WEATHERSTRIP .187X.240 7009 . • • • • .• SASH CORNER KEY 7024 • • TP11X1M - POINT LOCK 7026 •, • • • • • I:QCX PLATE 010 -24 X.562 PH. PN. TYPE F 7014 MULTI -TACK KEEPER (R.H. & L.N.) 1157 7U13 7013 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1633 331 7004A 7011 7012 7019 7018 a..r 3/17/73 awr T /fON13 • • • ••• • • • rider..".: 8 C Damn er ow: cr.das W F.K f2/17R72 ••; P Tya; ;•••; • DESCRIPTION :': : MAN ! - HEAD. Si & JAMBS 78IPQA fr8 X 1 QUAD PH SMS FRAME CORNER KEY . • • : 112; W2L /8" CLOSED -CELL FOAM TAPE • • • • SA H.- 'PUP BOTTOM & SIDE RAILS 78X78I'PSMS 118 X .875 PH. PN. SMS TIE BAR GUIDE • TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 118-32 X .375 P1{ PN. TYPE B STUD BRACKET (L.1{. & R.H.) 7858ZA 08 X 5/8' FLT. PHI, SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" IIINGE (1U AVY DUTY) 7 I Ux12FP N I O X. 500 PIL PHL. 5/16" LAMINATED (1 /8A dL 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16• LAMINATED (1/8/IS & 1 /8HS GLASS) .090 LINER LAYER - SOLUTIA OR DUPONT PVB X 7116° LAMINATED (3/16A & 3/161{8 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMirIATED(3/16HS & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16') GLAZING BEAD (7i16") 61P247 VINYL BULB WSTP (THICK) S1UCON1 - DOW CORNING 899 OR 995 PARABOND 6163K SETTING BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 6163SK SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 78x 12PSTW/B *8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS'Y. TUBE 712X IPPT #12 X 1• PH. PHIL TEK LOCK SUPPORT PLATE LOCK SPACER 711513 SNAP .ON T- HANDLE KNOB 7FI.DHD FOLDING IIANDLE NO CHG THIS SHEET ADD 13'16' 1. G. GLASS A Gt A2JNG DEAD NO CHANGE THIS SWEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1579 NOKCMS. FL 34274 .523" .050' Yar6& Hater .865" 7116" GLAZING BEAD MAIL: 6063 -T6 OWG# 7042 Pi CA-740 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .062" �.: aer. .125' NTS 11 d 12 1-17 _569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 1.124"1-- CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A t>.wp.a 7045 -8 1 2.701" 1 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT PRODUCT ltEVIS.EU es cumpiriax 1rtt1. ass f orld■ ltai:Jrog Code Acc.,,tncc: Na E "rtttioo Date By IX vial - !.r44Ykl� �. Prrdttd G" ( T� 740.6 3 Lugs A Tune.. P.E. PE A58201 Mect.:uucal PAIN § ST 706" .050" 1 k .865° 1 5116' GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 --- �-- .177 .870" .050' 993 r[289* .040" 1 INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 Rood a F.K. F.K. Fond Or Rove/ eye F.K On"n or F.K. FRAME ASS L' TUBE, MATL: �063:TEf "X" FRAME JAMB 'XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB -- Q "XO" & "XOX" FRAME ASSEMBLY DETAIL Crow 3117/ 03 3/2SNt13 12/17102 FRAME HEAD OR SILL ntaw A 4.• rem c Cn.aed of • .•• •. •. • .• • • 0124 PH TEK SMS ; 1MAX. O.C. W1 (2) SCREWS : I 3 ".APART AT MID -SPAN "X" FRAME JAMB .. •.• #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASS ' DETAIL. SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Cow #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL 1010 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQK 1529 NOKOMIS. R. 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL 113c;11 V(iib/y Beeler CA -740 H 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 606346 DWG# 7003A 2.784" SCOW NTS N 12 MATL: 6063-T6 DWG# 7002A 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ns ALUMINUM CASEMENT WINDOW, IMPACT pie. 7045`8 L ._ 2.784" FRAME HEAD, SILL, JAMB 2.919" 1 PRODUCT REVISED u complying wick Ibc Florida Duiding Cale Acr:ytaact Ho instloa Bale ' /o% luus A. Turner. P.E. PE /58201 hla3 anicat 1 • • ••• • • • ••• •• •• • • • • •• . • • • • • • • • • • • • • • • • • • • • • • • • • • •�• • • • • • • •• • ••. - -- • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • Cj • • • •• • • • • - -- •. • 0 m REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 OCD 0 0 0 L., `-ti MAX. VENT DAYLIGHT OPENING O (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT 1-- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 I P 3 / REFERENCE `XX" FRAME ASSEMBLY DETAIL, SHEET 10 Ow- L~: MAX. HEIGHT (SEE SHTS. 3 & 4) Raved iv F.K Rome! ir F.K xc,.r O.it: F.K 71,0109 3# 7,o3 Dakr A B Ir.• ari G 0..+"+ aY Oar ca :we ar p fa F.K. 12/17/02 VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) NO CNG THIS SHEET ADO 13/'16 GLAZING BEAD ITEM SHOW TOP HINGE VERTICAL SECTION FIXED UNIT 1070 TI CH NOLOG DRIVE NOKOAl 6, FI. 34275 P.O. BOX 1520 NOKOMIS. FL 34274 MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS Tar ALUMINUM CASEMENT WINDOW, IMPACT s.■••t.sr. CA -740 HORIZONTAL SECTION - XX NTS a -' 7045 -8 C PRODUCT REVISED as complying with the Flaridn Daidi.g Cade Acceptance No Fs 1ratioa Daft Ely Maas � .1 , rroaae/ Control 7 4o/v3 Luca* A Turner, P.E. PE 1+58201 1.t•d a nicer COMPARATIVE ANAL.YSI TABLE 1.1. (BA ON 1/4" TAPCONS OR #14 SCREWS) • • • ED • • "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 . 7/16" V (T • 'A,.' 90,3/16 "HS) FTL -3582 FTL -3729 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 64.8 -61.4 61.4 -58.8 58.8 39.5 -37.5 37.5 -35.7 35.7 IN .A 3/1.t.I 7 1. 1/: • /: • B 5/16" • .•, 1 E. 13/16" LAMI (1 /8"HS 3/8" SPACE 5/16" L -W/ 1/8"HS .090 1/8"HS) L "XOX" VENT F :XEO•' • :2S.0ci0: i'. 36.000 38.375 43.000 48.000 50.625 W IDTH WIDTH 1Mi1T 1 :••N •'IS•NEG POS NEG POS NEG PO NEG POS N S A -75.0 70.0 -75.0 70.0 . -75.0 70.0 -74.1 54.000 G ••S 70.0 - 64.9 8.4.9 -60.6 60.6 -58.1 ' 58.1 ' -56.1 57.000 60.000 63.000 POS NE POS NE POS 56.1 -53.3 53.3 -50.5 69.264 19.125 31.014 • B • �S_0 ∎ '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 • 0. j•c: 4T0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 •. • : iA -T•5) , W40.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 - 47.5 47.5 - 44.1 44.1 - 41.6 41.6 - 39.2 39.2 36.9 50.5 70.0 70.0 36.9 86.919 24.000 38.919 B,E -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 -73.8 70.0 C . -90.0 70.0 - 90.0 -90.0 70.0 -90.0' 70.0 _ - 90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 95.973 26.500 42.973 B,E -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 A -75.0 70.0 -53.5 53.5 -50.4 50.4 _- 54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30.000 48.649 B,E -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 C -90.0 70.0 -90.0 - 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 _ -79.5 70.0 _ -73,6 70.0 ' -69.7 69.7 -66.3 66.3 -63.1 63.1 !� A -75.0 70.0 -49.9 49.9 46.8 '-51.3 -51.3 1 ' 51.3 * 47.4' -47.4 ' 47.4 -45.5 45,5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 115.892 32.000 51.892 B,E -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 -73.2 70.0 C 70.0 _ -68.3 , 68.3 -64.8 A -75.0 70.0 - 47.347.3 -44.0 44.0 -4E.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 122.000 33.687 54.627 B,E -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 , -74.9 70.0 -71.4 70.0 , C -90.0 70.0 -90.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 A -75.0 70.0 -46.8 46.8 - 43.6 43.6 -47.9 47.9 _- 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34.000 55.135 9,E -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 -74.6 70.0 -71.0 70.0 C r -90.0 70.0 -90.0 70.0 -90.0, 70.0%85.0' 70.0 -73.1 70.0 68.8 ,:-64.1 64.1 -60.5 60.5 - -57.9 57.9 -55.2 55.2 A -75.0 70.0 - 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 _ -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 36.9 - 35.0 35.0 126.000 34.791 56.418 B,E -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 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67,3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 _ 45.1 -41_5 -40.4 40.4 - 38.9 38.9 - 37.7 37.7 -36.2 36.2 - 34.3 34.3 130.000 35.896 58.209 B,E ' -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 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 - -65.3 65.3 -60.6 60.6 -57.6 57.6 - -54.7 54.7 - 51.9 51.9 A -74.3 70.0 -43.5 43.5 - 41.0 -45.0 64 45.0 - -41.4 41.4 " -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 130.378 36.000 58.378 B.E -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 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 , -79.6 70.0 -69.1 69.1 -65.1 65.1 - -60.5 60.5 -57.4 57.4 _ -54.6 54.6 -51.7 51.7. A -72.9 70.0 -42.2 42.2 _ -39.7 39.7 -43.5 43.5 -40.4 ' 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 _ -35.5 35.5 -33.7 33.7 134.000 ' 37.000 60.000 B,E -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 -73.3 70.0 -71.0 70.0 -67.4 ' 67.4 C -90.0. 70.0 -90.0. 70.0 -90.0 70.0 -77.1' 70.0 _ -67.3 67.3 _ -63.3 63.3 . -59.1 59.1 ,, -55.9 55.9 _ -53.0 53.0 -50.0. 50.0 t'XON & 'OX WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS 4 XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.E. wwr sr i.K F.K. Arad F.1( Owner F.K. _ Omar 3/17,03 $254,7 One 1/1&6464 12/17/V2 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 .90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH t+wwa": A Pislibienr C GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) REVISE TABLE f 1. GLASS TYPESA ti C ADD GLASS TYPE E TO TABLE 11 Nb CHANGE Tres SHEET Oak 1070 TECHNOLOGYOWbE 1wOKOMIS. FL 34275 P.O. 60X 1S2A NOKOMIS. FL 34274 Pc Viably Better TEST REPORT: FTL -3580 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 3~464+ CA -740 Ca.a� NTS 8 12 7045 -e PRODUCT REVISED as caesyl3•L1 with Ibe Florida Di Cw. A_c :ptAtecc No E yirrtioc One • Bode Prosloet • 7 4 b */ 3 turas A Turner, P.E_ ?E stse2os Modttnica X 0 UNEQUAL LIT ES X 0 UNEQUAL LITES 0 X UNEQUAL LITES COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" OR "OX' "1/3- 1/3 -1/3 XOX " WINDOWS TEST REPORT: FTL 3 582' . • • • • • • GLAZING OPTION: 5/16' LAMI 1/8"A 090,118"HS • • • ' "XO" W10TH "XOX" WIDTH • I • • • ... •••• 1 HT • • I ' 26.0 r `31.00 - 38.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG - POS ~ NEG ` POS NEG POS NEG POS NEC - POS NEG POS NEC POS NEC _ - POS NEG POS NEG POS i 37.000 55.500 A. "7s0• 7Q_0 � :T5,21' 73.0 -75.0 70.0 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 48.000 72.000 A -75;0' r0 0 "153) 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 7 A -7570 7 .0 4 0.0 -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 53.125 79.688 _ 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 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 60.000 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 68.4 -63.9 63.9 -60.0 , 60.0 - 58.5 58.5 -56.2 , 562 -53.4 53.4 - 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 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 -66.4 66.4 -582 58.2 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 ' 70.0 - 75.0 70.0 • -75.0 70.0 ' -71.8 70.0 -61.8 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 T -75.0 70.0 -75.0 • 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 _ A -75.0 70.0 _ -75.0 70.0 , -73.7 , 70.0 -67.9 67.9 , -59.0 59.0 _ -52.8 52.8 -49.9 49.9 , -46.4 , 46.4 -43.5 43.5 -41.1 _ 41.1 -38.6 38.6 • • •.. • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • ... • • • • ... TABLE 9. BASED ON 1 /4" TAPCONS OR #14 SCREWS F.K A. Or F.K. Arewl F.K. °moon er F.K. Orb: 3/17/0) O,w 9125/03 caw 7/1043 Omer 12/17A02 A 8 Ri c CP•ciarf Or REVTSE TABLE 4 GLASS TYPEA ADO GLASS TYPE E ro TABLE 9 NO CHANGE THLS SHEET "XO" or "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090.1 /8 "HS) E. 13/16" LAMI (1/B'HS,3/6" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,118"HS) ALL "XO" OR 'OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX' SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & '1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: F L -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XO" OR "OX" AND 'XOX' WINDOWS IS LIMITED TO 41.3 P.S.F. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 15 NOi(OWS. FL 34274 P Kiddy Dct ma. REPORTS: FTL -3582, FTL -3729 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ak. 740 : NTS 7 d 12 I 7045 -8 1 3 X 1 3 0 1 3 X X O 0 X PRODUCT REVISED rr. complying whit the n flda uu:;aat C9ds liceeFtwcr Y o E 'mane Dale 1 ... / /a 3 Luca: A. Tamer, P.E. PE 058201 Mechanical 'COMPARATIVE ANALYSIS TApLQ 6. SED ON 1/4" TAPCONS OR #14 SCREWS) " & 9T4- in-UT4 XOX" WINDOWS TEST REPORTS: FTL -3582 FTL -3582 FTL -3729 GLAZING KT:Ota: • • �4 • A.5 /t6' 1,AMI (1/8 " A,.090,1 "HS) B. 5/18' LAtu1I T1 /8`NS,.090,i /8'�-iS) C. 7T18 LAMT 11 8'A,.090,3/16 " H) • • ••� .13/1$':tAMI 1 /8 "HS 3/8" SPACE 5/16" LAMI -W/ 1/8 "HS .080 1 /8 "HS "0" WIDTH "XOX" WIDTH - or • •••••••- 26.Q00. 3J .000. 36.000 38.375 43.000 48.000 50.625 f 54.000 57.000 60.000 63.000 .146G" 0 t& W S NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 72.000 • R t -75.C470.0:_ -76.0% 7x1.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9. 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E - 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 C -' I 0 70 • - • • 0 .70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 14. - 930: ?0.0 4 - 6.0 • 0.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 B ■ , _ 00 0;0 ' -x' 0..70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 L 70.0 -90.0 -67.8 70.0 67.8 -90.0 -62.1 70.0 62:1 -90.0 -55.7 70.0 55.7 -90.0 -49.8 70.0 49.8 -90.0 - 46.946.9 70.0 -90.0 , - 43.6 70.0 43.6 -90.0 -41.1 70.0 41.1 -90.0 -38.8 70.0 38.6 -90.0 A -36.5 70.0 36.5 39.500 - 79.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 c -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 - 56.4 58.4 - 53.4 53.4 - 50.0 50.0 -46.9 48.9 - 44.3 44.3 -41.9 41.9 8,E -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 75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 - 53.6 53.6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -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 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 - 65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 - 51.4 51.4 - 48.6 48.6 -45.3 45.3 -42.5 42.5 � -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -80.9 70.0 70.0 _ -75.0 -75.0 70.0 70.0 -75.0 -70.7 , 70.0 70.0 -75.0 -67.3 70.0 67.3 -75.0 -64.1 70.0 _ 64.1 C -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -86 0 50.500 101.000 A -75.0 70.0 - 60.8 : 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 - 46.9 46.9 -43.5 _ 43.5 -41.3 41.3 - 39.2 39.2 -37.1 37.1 B,E -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 -74.3 70.0 C ! -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 46.1 -75.7 -44.2 70.0 44.2 -70.3 -42.2 70.0 422 -66.8 -40.1 66.8 40.1 -63.5 -38.0 63.5 38.0 -60.5 -36.2 60.5 36.2 53.125 A -75.0 70.0 _ -58.7 58.7 t -48.7 48.7 , -45.4 45.4, -50.0 50.0 -48.1 1 06.375 B,E -75.0 70.0 - 75.0.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.04 70.0 -75.0 70.0 • -72.4 , 70.0 C -90.0 70 -0 -90.0 70.0 • -90.0 = 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -83.0 63.0 - 60.0 60.0 -57.3 57.3 54.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 x -44.5 44.5 -49.1 ` 49.1 -45.3 45.3 - 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 - 37.6 -35.9 35.9 108.01 I 13,E -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 -71.8 70.0 C -90.0 70.0 -90.0 ' 70.0 . -90.0 70.0 _ -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 : 65.4 -61.8 61.8 _ -59.1 59.1 56.4 56.4 55.500 A -75.0 70.0 -57.1 57.1 - 46.4 48.4 ' -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37.2 � - 35.4 35.4 111.000 B,E -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 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 - 68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 - 57.5 -54.8 54.8 57.000 A -75.0 70.0 -58.2 56.2 - 44.8 44.8 -42.1 42.1 -46.2 46.2 -42.5 42.5 -412 41.2 -39.8 39.8 -38.5 38.5 - 36.7 , 38.7 - 34.8 34.8 114.000 B,E -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 1 70.0 -73.3 70.0 -69.6 , 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -88.7 68.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 A -74.2 70.0 -55.0 55.0 43.4 -40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 117.000 B,E -75.0 70.0 -75.0 70.0 _ -43.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0 -75.0 70.0 -75.0 70.0 - 72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -64.9 64.9 -60.4 60.4'.57.3 57.3 - 54.5 -51,6 51.6 60.000 A -72.9 70.0 . -53.4 53.4 -42.2 42.2 -39.7 39.7 x -43:5 43.5 40.4 40.4 - 39.239.2 -37.6 37.6 -36.7 36.7 - 35.5 35.5 -33.7 33.7 120.000 B,E -75.0 70.0 , -75.0 70.0 75.0 70.0 -75.0, 70.0 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0. 70.0 -87.4 67.4 C -90.0 70.0_ -90.0. 70.0 _ -90.0 70.0 - 90.0.70.0 -77.1. 70.0 - 67.3.67.3 - 63.3.63.3 _ -59.1 59.1 - 55.9.55.9 1 -53.0 _53.0 -50.0. 50.0 X 1 2 O 1 4 X 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS 1S LIMITED TO 41.3 P.S.F. TABLE 7. BASED ON 1/4" TAPCONS OR #14 SCREWS "0" & "1/4- 1/2 -1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" LAMI (3/16'HS..090.3/16 "HS) TEST REPORT: FTL -3580 ALL "O" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90_01 70.0 Plod Or F.J. 3/1 OWN* Or 0.1.. F.K. 3/ZSio3 A..tl D.r: F.K. 7/1 0.V.. 0..." y- F F.K. 1 2 1 17/02 w 8 C a.abwil REVISE TABLE 6, GLASS TYPES /16 C AO0 GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET Dow 1070 TECHNMOLOGYORWE NOKOLIS. FL 34275 P.O. 60x 1SZ9 NOK OMIS, FL 34274 PST Y1ilbly Better PRESSURES- 0 8 114- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Ha CA440 I NTS 6 d 12 7045 -8 C PRODUCT REVISED as tor-RA Kith 113( flsdde C :ic!}ag Cu* L.1TN /e Pio 1 irn1oa W1t ', 7/0% 3 Ltr.as A. Tumor, P.E. PE *58201 &krJ uriaa! TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" 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 COMPARATIVE ANALYSIS TABLE 3JBASED ON 1/4" TAPCONS OR #14 SCREWS 'XX' WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. SW L (178 "A,.09O.178I -IS) "XX" WIDTH HEIGH1 2 ` ' 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 N -• N PO NEG POS NEG POS NEG POS NEG POS POS POS NEG • NEG PO 70.0 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 43.000 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 48.000 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A - 75.0 -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 -72.1 70.0 -69.5 69.5 -67.5 67.5 57.000 A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0.70.0 - 75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 _ - 63.0 63.0 _ -60.8 60.8 - 58.0 58.0 60.000 A - -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -68,4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4, 47.7 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 - 61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0:-75.0 70.0 -65.5 65.5 -57.5.57.5 - 54.9 54.9'_ -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 - 75.0.70.0 , -70.4 70.0 -60.4 60.4 - 54.3 -51.1 51.1 47.9 47.9 - 44.8 44.8 - 42.2 42.2 -39.7 39.7 74.000 A , -75.0 70.0 _- 75.0 -73.7 70.0,-67.9 67.9 - 59.0 - 52.8 -49.9=49.9_ -46.4 46.4 -43.5 43.5_ - 41.1 -38.6 38.6 000 A -75.0 70.0 -75.0' 70.0 - 75.0 -70.4 w.». f_K Ilemut tic F.K. A....IIr F.K. 0'..0 7 F.K. GLAZING OPTIOi§.i 76!.1„41;1/8"A,.090 S) i 31174E3 D.1. 325,03 Mir T/10433 12/17/02 B,E -90.0 B E -75.0 A -75.0 A Retiioa 8 w.4a,.. C t h.dw Dr. NO CHANGE THIS SHEET • • 1- •1 •- • rV • • • . . . • • 70.0 -75.0 70.0 -73.7 70.0 70.0 -60.4 T ABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 'XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/161HS) ALL 'XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH REVISE TABLES J AND 3, GLASS TYPEA ADD GLASS TYPEETOTABLES 184 B. 5/16" LAMI (1 /8 /8 "HS) f070 TECFINOLOGY NOKO.K►S FL 34275 P.O. BOX 1129 NOKOM15. FL 34274 P ST Vieibij fiercer o.. -..Xl: TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 E. 13/16" LAMT (1/8 "F[S,318 PACE,5 /16" LAMI -W/ 1/8"HS,.090,1 /8 "HS) WINDOWS y - -- - - ! ..,. HE1GHT "X" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 ► 66.000 69.000 72.000 WIDTH NEG POS PQ NE PJ ' G POS •• - . .• NEG PO ` - G - • P• NEG 'OS NE POS EG POS E POS NEG POS 19.125 A - 90.0 X0.0 ∎98.11 " Q.0 - 90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0' 70.0 -90.0 -90.0 70.0 13,E -90.0 7.0.Q; - 90.11.70.0: -904 71.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 _ - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 24.000 8 E -90.0 70.O •99.0.70.8 -90_ 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.Q i 'q. Q.Ix race VO.0 '70.0 -90.0 70.0 -90.0 70.0 - 83.6 70.0 _ -79.9 70.0 - 75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - -66.2 66.2 -65.0 65.0 - 63.7 63.7 E E -90.0 74.d� .d •t0;0. -b0.D 870.0 -90.0 70.0 -90.0 70.07 70.0 -90.0 70.0 70.0 -90.0 70.0 1 -90.0 70.0 -90.0 70.0 -90.0' 70.0 -90.0' 70.0 -90.0 70.0• 000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 70.0 -90.Q 70.0 32.000 , A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 .0 -90.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 77.6 70.0 - 68.4 68.4,-63.9! 63.97-60.0 60.0,-58.5 58.5 -56.2 58.2 - 53.4 53.4 - 51.3.51.3 - -49.8 49.8 - 48.3 48.3 - 90.0 _ -90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 , 58.9, -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 , 47.7 , -45.6 45.6 ,-43.9 43.9 - 42.2 42.2 B E 90 0 70.0 70 0 90 0 70 9 70.0 -90.0 70.0 - 90.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 - 90.0 -87.8 70.0 ` -84.4 70.0 70.0 -65.5 65.5 1 -57.5 57.5 - -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 70.0 - 75.0 70.0 - 75.0 - 75.0 70,0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 60.4 - 54.3 54.3 - 51.1 51.1 - 47.9 47.9 .44.8 44.8 -42.2 42.2 -39.7 39.7 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 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 37.000 B,E -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, 70.0 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS, "XX" WINDOWS TEST REPORTS: FTL -3582 FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.0 t 70.0 -90.01 70.0 yi.rlea,L�ad.f CA -740 NTS 5 - 12 x x X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX` WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS rs. ALUMINUM CASEMENT WINDOW, IMPACT Or-++r 7045 -8 MS C t'RODL'CI" KEVISF.D e1 complying with the F1.,ids (guiding Cede Acceptance No / - : • E 'rr:iu. bete !P.VZ'44G Er L//. _ .. • - I19 erudeet Coe Div* TO /i 3 Lucas A. Turner. P.E PE 1158201 Mutturioai LA- Mir /AKA I nit ANALYSIS TABL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. -J o.c. • • • • • • • • • • ••. ••• • • • ••• 4" MAX. 4' MAX_ L ELEVATION (SEE SHEET 5 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL ^..•e b. F.K. Awed Mr F.K. '14r..11 a, F.K. Oval 7 /Id03 •••• err F. K. mow 0.4+.40 e, F.K. 32" MAX. WIDTH • : : bAY�_IC;F11 •' OP a ING 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY "C" - 72 HIGH "X" FOR PRESSURES) DENOTES HINGE •••: •• ; LOCATION AT HEAD & • : : SILL OF "X" PANELS, • • • • • • • •.. •• • • ;65" MAX. ddYL'I GHT OPEN ING 14 1/2" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. TYPICAL. SEE HINGE DETAIL SHT. 4 SEE • MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) •. •. • • • • 72" MAX. HEIGHT L 4" MAX. 4 " MAX. -_. 13" MAX. O.C. 4" MAX, 4" MAX. REVISE ANCHORAGE CHANGE SHEE rNO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NO /ES n.•.: 1 37" MAX. WIDTH - 30" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "D" - 63° HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. -- DAYLIGHT — 53" MAX. OPENING DAYLIGHT OPENING 1'� 1070 TECHNOLOGY DRIVE NOKO.utS, FL 34215 P.O. BOX 1529 NOKOMIS, FL 34274 56" MAX. DAYLIGHT OPENING s l 1 I r t I i f f -�- 37' MAX. VENT - • 60" MAX. FIXED P r Visibly Better 63' MAX. HEIGHT -- -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 1; 13" MAX. - 0.C. 4" MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING • ■ 63" MAX. HEIGHT - 60" MAX. WIDTH 53' MAX. DAYLIGHT OPENING 0 ELEVATION "E" - 63" HIGH "O" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVAT ON "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) Ooi.•.' "X ", "0", "XO' & "OX" ELEVATIONS rak ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 4 -, 12 w. 7045 -8 13" MAX. O.C. 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRCntiCT REVISED "s ew piyiug with the Florida Br'ding C-xde A:relit:tate No E ' 'WWI% Date "TA W% %1I, e eroded Coairil' Ly Lucas A. Turner. P.E. PE !158201 Mech•nical CENTERLINE 1 1 1 /2" �- ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Awed Or Dr.: F.K. 3/17.V3 Ar... s1: 8rr F.K 3/2SWW &nod ar. 3b.. F.K. MOM D..wr, W D.r F.K. 12117102 13° MAX_ O.C. $ A 8 Pis Aiwa: C 1 1 /2" ANCHOR • • LO, A,TION •• •• • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • . • • • • • • • • • • .. • MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 1 4" MAX. Chou:14 b!" Dw- •Tl' • • • ... • • • • • • . . • . ••. • • • • • •. •• • . . . 9 . • 7w . . • 9 . ••• •• SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 REVISE ANCHORAGE 30" MAX. —DAYLIGHT -•— OPENING 37" MAX. VENT TYP. ELEVATION "A" CHANGE SHEET NO. REFERENCES A00 HINGE LOCATION DETAILS 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 134" MAX. WIDTH 53" OPENING 0 i 1 t ! V 1 r 1 , 13" MAX. O.C. 1- J \ 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 e.Q BOX15.?9 NOKOMI3. FL 34274 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. 30" MAX. — DAYLIGHT ---' OPENING V 1 - 63° HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) 'tr Visibly Oeuer 4" MAX. 1 4" MAX. .e 56' MAX. DAYLIGHT OPENING 14 1 /2" MAX. O.C. TYP. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX. HEIGHT 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) " X" & •YOX"ELEVATIONS » C.4.740 Scow NTS Shaw 3 d 12 74" MAX. WIDTH 30" MAX. - DAYLIGHT --� OPENING 1 _ 1 d••19 p°. 7045-8 X SEE METING RAIL -C ETAI L TYP. (2) ELEVATION "6" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) ALUMINUM CASEMENT WINOOW, IMPACT 56" MAX. DAYLIGHT OPENING 63" MAX. !WIGHT PRODHKT REVISED u cuntOyinr Ki1b ;he Florida Balding Code Acs cremate No I -0 11.02 e tea Date !P.S' '.' • mil. a .. Ptadact Or , Div" . ff • 2 %U /o? Lucas A. Tunic w. P.E. PE 458201 hl.chankal 3125107 7 / ?O.U3 t Ravormit e Silkohin' non C te: brw. Dr Q.4• occo.d Or" 0«.. F. K 03125103 .. .. • • �.., • . • • -• •. • 5/16" LAMINATED GLAZING DETAIL 3/16' ANNEALED OR HEAT STRENGTHENED GLASS L .65' NOM. GLASS BITE REDRAW GLAZING DETAILS s A00 7y16' I.G. NO CHANGE THJS SHEET .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16' HEAT '--- STRENGTHENED GLASS 1/8' HEAT STRENGTHENED GLASS I r 1070 TECHNOLOGY OPINE NOKOMIS, Fl 34275 O.O. BOX 1519 NOKOAKS, rl 31274 .65" NOM. GLASS BITE f IPAcX Visibly Better 13/16" 1.G. GLAZING DETAIL 3/8' AIR SPACE 13/16" Osecobwre GLAZING DETAILS Ts ALUMINUM CASEMENT WINDOW, IMPACT CA-7415 NTS 2 of 12 70454 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 46 .65' NOM. GLASS BITE PROQGCT HFVISFD as complying hilh toe FbrWa Dnbdiat Cwk Acceptawac K• ration Once 02 .J ' . .it r,,o,a,a Central , Lucas A Tuner. P.E. PE 1158201 FJC Mewl° Pr ;..; •;- ; . .0900OLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED GLASS: � ••• . : : :.:• i : - I /$;'.HEAT STRENGTHENED GLASS E.F. - • • •' • . l' 1 si -ttti 4. Rerad N. nah. F.IC 3/17403 Caw F.(C 313433 Atria fy: Dar Ora... er. Nee F C 12)1710Z A wwakma B R.rises: C theoed e, REVISE ANCHORAGE NOTE 4 ADO 13/16' LG. 6 MOVE GLAZING OETAILS TO SHEET Z NO CHANGE THIS SHEET Osec 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOXOMIS. FL 34274 NOTES: LARGE MISSILE WINDOWS 1 GLAZING OPTIONS:: : : ::•.•: • A. 5/16" LAMINATE' GliASS CQI4PRtSa) OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/6" HEAT STRENGTHENED GLASS W/ AN .090 JWNER.LAYER CIF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATE ASUCI(1SPRESV)•QF (2) LITES OF 1/8" HEAT STRENGT.N6'NED vL•ASS W7 N'.090 INNER LAYER OF SOLUTIA OR DUPONT PVB_ C. 7116" LAMINATEQ•f l;A,Pi$•QQf PIR4SSD OF (1) LITE OF 3/16" ANNEALED GLASS:AMON LITE:OF 3b16" HEAT STRENGTHENED GLASS W/ AN .09'0 IMN OF OR DUPONT PV3. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16' LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 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. F. FOR 4'XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR i-/-4 "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 FOLL':.A /S: 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. 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. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 x 1 • x 0 CONFIGURATIONS OPTIONS x .1 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN Visibly Beller NOTES AND TABLE OF CONTENTS m.. ALUMINUM CASEMENT WINDOW, IMPACT s.+r. CA•740 spa.. NTS 1 ■ 12 oo+.a nn 7045 -8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 rRODUCT DEVISED cnn pb'inz''it!• the Florida Uuidiag Code A.cceptnate No ration Dow (;- Luca A. Tumer. P.E PE 158201 Mechanical MIAMI DADS NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 BUILDING CODE COMPLIANCE OFFICE ($OCO) : • PRODUCT CONTROL DIVISION • • • • • • • • SCOPE: • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • ... • • • • •• • .. • • • • • • • • „ 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • • MIAMI, FLORIDA 33130 -1563 • • • • • • (305) 375 -2901 FAX (305) 375 -2908 • .. ••• •. • • • • • •• •• • • 811A COUNTY, FLORIDA METRO-Pr 2MLER BUILDING This NOA is being issued under the applicable rules and regulations governing , •aLs The documentation submitted has been reviewed by Miami -Dade County Produc 7 ; "and pted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County an er ere ed 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 "11S 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed 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- 0305.02 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries • • ••• . • • ... .. .. • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. • • ... • • • .. NOTICE OF AXGEfgrAiNt ': P.EID1 T ` UBMITTED ... • • • ... • • • A. DRAWINGS 1. Manufacturers die drawing and sections... .. 2. Drawing No. 4112, titiad "i4 ingn tioriiontal1,,1iding Window ", sheets 1 through 6 of 6, prepared by PGTZn/lultilo§, datcd2b16/8$ with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 PGT INDUSTRIES F. STATEMENTS • • ... • • • ... .. • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • ... • ... • • • .. NOTICE OF ACCEATANtg: hyIDI31 C 'rSUBMITTED • •• • • .... • • .. . • • • .... • .. ... .. 1. Statement letter of conformance, 3aJinuary ;5, 1999, signed by Robert L. Clark, P.E. .. .. • • .... .. "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (1 -BC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 f 2.784 1 1.187 — ---- .737 FLANGE FRAME JAMB 6063 —T5 ALUM. L J r 1.057 —0-1 .050 1.187 .062 — • . ••. • • • .•. • • • • • • • .• .. • • • • • • • • • • • • • • • .•. • • • • • • • • • • • •.. • • • • • •. • .•• • - � • • • • • • • • • • • • • • • • • • •. • • • • • • • ▪ • • • • • • . .• • • • • •• • • T • '.0 .62. •• • .678 1 ® 5/16" GLAZING BEAD 6063 —T5 ALUM. 2.074 ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORTS: FTL - 1969 & FTL - 3740 ()FIXED MEETING RAIL 6063HS —T54 ALUM. .062 --— .723 .688 —0-1 I-1 ® WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 .062 — I-- 1.403 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 .062 4, 1.373 2.710 ® FLANGE FRAME HEAD 6063 —T5 ALUM. 30 13/16" GLAZING BEAD 6063 —T5 ALUM. Robert L park, P.E. PE #39712 Structural .683 1.081 ---{ � - • -- ® SASH MEETING RAIL 6063HS —T54 ALUM. T.0 1.097 1.187 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K, Revsd By: F.K. Rend By: R evsd Sy: F.K. Drown By: F.K. Title: HS -710 1 .970 ® SASH SIDE RAIL 6063 —T5 ALUM. 1.122 I--• 2.710 ® FLANGE FRAME SILL 6063 —T5 ALUM. PRODUCT REVISED ACciptsoss Ga- . -12.• . .06 Date: Revisions: 12/29/03 F -NO CHG THIS SHT Dote: Revisions: 7/W0J F -NO CHG RS SHT Date: Revisions: 4/4/03 F Ann 13/16" BFAf Data Revisions: 9/6/02 D -NO CHG THIS SHT Dote: 1 1/2/0 1 Description: EXTRUSION PROFILES 2.094 1 ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Drawing No. NTS 6 of 6 4112 Rev: G APPROVED WOOD BUCK (SEE NOTE 4.) • • •• • • • • • • /\3/16" TAPCON (SEE NOTE 1) /3/16" TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING • •• • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • -• • ... . • . :' • • • • 1 1f4 MIN. • v • .• • ••• •• TYPICAL HEAD SECTION SUBSTRATE ANCHORING • 1 1/4" MIN. 1/4" MAX. J SHIM TYPICAL HEAD SECTION WOOD ANCHORING a #12 WOOD SCREW A\ 6 • e .. ' APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1/4" MAX. J SHIM • 1 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. A\3 /? 6" TAPCON (SEE NOTE 1) / 1 7 (6 / ' Robert L. Clark, P.E. PE #39712 Structural NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. /G\ 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1 x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING PRODUCE' REVISED asesaplyleE yell So 1F1: Weft OW liamitaare lb.t�� -tab i 010 } INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM --- F.K. : Roved By: F.K. Re Rev F. K. Drown Sy: 0.8. Description: True: #12 WOOD SCREW Date: 12/29/03 Dote: 7/23/03 Date: 4/4/03 Date 96/02 a e: 2 ANCHORAGE APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING Revisions: G -L * J /16' goo & 112 sa Revisions: F— REDONE 3/16 TAPCONS Revisions: E —NO CNG THIS SNT Revisions: D ADD NOTES 3 & 4 1 1/4" MIN. ALUMINUM HORIZONTAL SLIDING WINDOW Series/Modet: Scote: Sheet: Drawing No. Rev: HS -710 NTS 5 of 6 4112 EXTERIOR MAX. HEIGHT • • ••. • • • ... .• •• • • • •. •. • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • ... • • • • .•. • •. • • • • .. • • • . • • . . • • • • • • • . • • •.. • . • . • • . • • . • • ••. • • • ROUGH •• • • • •• •• OPENING • • • • . • . . _ . MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 VERTICAL SECTION .500 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 --- MAX. DAY I6( rt L. Clark, P.E. PE #39712 Structural MAX. WIDTH HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 2.643 ---- -� Revsd 9y: F.K. Revsd By: Date: F.K. 7/23/03 Revsd BY Date: F.K. 4/4/03 Raved By: e: F.K. 9/6/02 Drown By: D. 6. Titre: EXTERIOR --- MAX. DAYLIGHT OPENING -- Dote: 12/29/03 Dote: 2/16/98 .705 Revisions: G— R&MQVF na 28 GLASS TY14 Revisions: F —N0 CHG THIS SHT Revisions: E —ADD 129 -132 Revisions: D —ADD GLASS TYPE 2.784 I-- .500 Description: SECTIONS & GLAZING DETAILS ROUGH OPENING PRODUCT REVD= •SOMPIYINSisia eke Roils Was Oak OS 12.0) ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Drawing No. HS -710 NTS 4 of 6 4112 Rev. G • • •.• • •• •• • • • • • • • • • • • • • • . • • • • .. • • ••• • • • • . .. .• • • • • • • • • • • • • • . 1/8" HEAT STRENGTHENED GLASS • • .. • • • • • • • • • • • • • • • • • • ••• • • • • • • • •.• • .090 SAFLEX KEEP /SAFE MAXIMUM OR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT _ STRENGTHENED GLASS OUTSIDE 3/8" AIR SPACE 1/8" HEAT STRENGTHENED —1 GLASS • • . • • • • • • • • • • • • • • 5f .1.1■MILVTED -- • • 1 pel 6:1•1om • . . . .• • . • . • ••. .. GLAZING DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2" GLASS BITE TYP. INSIDE OUTSIDE 1/8" ANNEALED GLASS 12 .090 INNER LAYER ( DUPONT W /BUTACITE OR — SAFLEX / KEEPSAFE MAXIMUM) !v � Robert L. Clark, P E. PE 1139712 Structural 1/2" GLASS BITE INSIDE --1/8" ANNEALED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Raved By: F.K. Revsd 8 F.K. Revsd By. F.K. Drown By: D.B. OUTSIDE 13 Date: 12/29/03 Date: 7/23/03 Date: 4/4/03 /02 Dote: 2/16/98 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS Revisions: G— RELVVE raw 28 GLASS TYPE Revisions: F —ITEM 17 SCALE Revisions: E —ADD 13/16" 1.G. Revisions: 0 —ADD GLASS TYPE 1/2" GLASS BITE INSIDE .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) MUMWCIAMMAD Adiagemier yQ3 "Q(o tt' 0escription: SECTIONS & GLAZING DETAILS r tle: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Scots: NTS Sheet: 3 of 6 Drawing No. 4112 Rev: G COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) WINDOW WIDTHS WINDOW HEIGHTS 26.000 38.375 ' 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 - 66.7 -75.0 66.7 -75.0 7 0 66.7 ' -75.0 66.7 -75.0 37.000 66.7 -75.0 66.7 -75.0 66.7 , -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.7 -75.0 44.000 66.7 - -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 53.125 66.7 -75.0 66.7 -75.0 ' 66.7 T -75.0 ' 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 60.000 ' 66.7 -75.0 ' 66.7 ' -75.0 ' 66.7 -75.0 66.7 -75.0 ' 66.7 -75.0 ' 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 63.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.000 66.7 -75.0 66.7 6 6.7 -75.0 66.7 -75.0 66.7 -75.0 7 0 1 66.7 66.7 -75.0 -75.0 66.7 -75.0 66.7 66.7 66.7 -75.0 -74.9 -72.2 66.7 66.7 66.7 -75.0 -73.5 -70.9 66.7 66.7 66.7 -75.0 -72.3 -69.6 70.000 66.7 ~ -75.0 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.773.5 74.000 66.7 -75.0 66.7 -75.0 ; 66.7 -75.0 66.7 -75.0 66.7 COMPARATIVE ANALX§IS TALE 1.. .. GLASS TYPES A & C A. 5/16" LAMINATE £47&" A iaAt1Q, :090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G.' i/8 "H.)4T S**TRY1dT 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW HEIGHTS 26.00E :. , : : 38:3Z5 ' • _ 44.000 50.625 - 59.000 60.000 WINDOW WIDTHS • . .•• • • • ... • • • • • • • •. • . • . • • • •.. • • • • • • • • • • • • ..• • • • • . • • 26.500 66.7 -75.a .7 • 37.000 66.7 -75.0 66.7 44.000 66.7 1 -75.0 66.7 53.125 66.7 -75.0 66.7 60.000 63.000 66.000 70.000 74.000 66.7 66.7 -75.0 66.7 -73.5 62.0 -62.0 54.8 -54.8 46.0 66.7 -75.0 66.7 -69.4 58.9 T -58.9 51.7 -51.7 43.0 --754) 66.7 -75.0 66.7 -75.0 66 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -73.1 61.6 -61.6 56.0 -75.0 65.5 -65.5 56.6 -56.6 49.0 66.7 -75.0 60.8 -60.8 53.7 -53.7 46.3 -46.3 39.1 66.7 -75.0 58.2 -58.2 51.3 -51.3 44.2 -44.2 37.4 NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). -49.0 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. 41.2 7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 -75.0 66.7 - 75.0 66 -75.0 66.7 -74.0 66.7 -74.0 -56.0 55.0 -55.0 54.2 -54.2 53.4 -53.4 52.7 -52.7 - 46.0 45.1 -45.1 44.3 -44.3 43.7 -43.7 43.2 -43.2 - 43.r 42.2 -42.2 41.3 -41.3 4 40.5 -40.5 1 40.0 -40.0 -41. 40.4 -40.4 39.5 -39.5 38.7 -38.7 37.9 -37.9 - 39.1 38.3 -38.3 37.4 -37.4 36.8 -36.8 36.1 - 37.4 36.8 -36.8 ' 36.1 -36.1 35.5 -35.5 ' 34.8 Robe Clerk. P.E. PE #39712 StructLral 61.000 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Revsd By: F.K. Revsd By: F . K Rev S Drown By: D.B. Description: Series /Model: HS -710 62.000 FTL -1969 & FTL -3740 Dote: 12/29/03 F- UPDATE TABLES Dote: Revisions: 7/23/03 F- CORRECT TABLE 3 ° C&E` Dote: Revisions: 4/4/03 E -ADD 13/16 1.6. /NOTES 96/02 2716/98 Scale: NTS Revisions: 63.000 -36.1 -34.8 Revisions: D- REVISED TABLES Sheet: 2 of 6 e sompnisth Or Webb M✓taes Ob e�. GLASS TYPE COMPARATIVE ANALYSIS Title: ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 41 12 R ey G NOTES: LARGE MISSIj.E IMPACT WIN1 OWS . --• • • • • • • 1 . GLAZING OPTIONS: :: •• • •' :.: • :•• A. 5/16" (.350) LAMINATED CO1V•SISTI4G 0T'• •090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. .. • • •• ••• .. B. 5/16" (.350) LAMIN Ir4G :OF % .090 PVB INNER LAYER OF DUPONT BUTACITE ORt>'FL•Et /F(E PS/t,1; IYI�XIMUM BETWEEN (2) LITES OF /G \ 1/8 " HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX / KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 63" MAX HEIGHT 58 1/4" MAX FIXED LITE DAYLIGHT OPENING 6" MAX. • • ••• • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 000 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT DAYLIGHT OPENING OPENING 8" MAX 4" MAX X 7G \ 57" MAX VENT DAYLIGHT OPENING 6" MAX 16 I.G. 6063 —T5 6TP247 7856A 781PQA 71096 70250 70251 8 1 •er Glazin• Bead 2 Sweep Latch screws 4 when usin• 2 Swee• Latches 22 Frame Vent assy. screws 1 11.5" from ends —vent mtg. rail) 2 if height is >= 42 "? 3 1 ©rnids•an 2 1 4' from ends 1 ©mids•an ®4 from ends © ea. end of vent to rail 2 per Roller Housing ©vent to bot rails & mt . rail 7BRWHL2 61062W 62899 6TP249 4067 1060 • • ITEM 8" MAX I 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 7 FLANGE FRAME HEAD 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 26 SILICON r DESCRIPTION 1 FLANGE FRAME JAMB (Alum. 6063 —T5 612225 2 FIXED MEETING RAIL (Alum. 6063HS —T54 4054A 3 SASH MEETING RAIL (Alum. 6063HS —T54 4006C 4 SASH SIDE RAIL (Alum. 6063 —T5 612230 17 WEATHERSTRIP, 1L;;N WALL BULB VINYL 18 #8 x .500 PHIL. FI SMS 19 #8 x 1.000 PHIL.. P.H. SMS 25 WSTP, .270 x .170 BACK FIN 27 WEATHERSTRIP BULB VINYL 29 13/16" I.G., 1 e ' 30 GLAZING BEAD ! 3 _31 WSTP, .187 x .230 BACK FIN SEAL 32 ,13/16" LG.. 11?: HEAT STRENGTHENED GLASS, 3 Robot L Clark, P.E. PE ;{39712 Structural SEAL HEAT STRENGTHENED 7 V.T. # OX1 76X1PPA GLASS, 3 P.O. BOX 1529 NOKOMIS, FL 34274 2 5 GLAZING BEAD "Alum. 6063 —T5 6534571 6 WINDLOAD ADAPTER 8 RIGID PVC11207 Alum. 6063 —T5 11612237 1 8 FLANGE FRAME SILL Alum. 6063— T51111612238 1 9 FRAME SILL ADAPTER Alum. 6063— T531612239 1 10 SASH TOP /80T. 'RAIL Alum. 6063 - 7511612240 2 11 SCREEN RETAINER Alum. 6063— T5'6532377 1 12 5/16" (.350) LAMINATED USING 2 LITES OF 1/8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING 2 UTES 1/8" HEAT STRENGTHENED GLASS 14 ANTI —LIFT CHANNEL (Alum. 6063 —T5) 612244 1 © midspan of vent) 15 ; 10 x 1.000 Ph. FI. SMS 16 ; 6 x 1.000 PH. PAN SMS 8 8 JAMBS: MAX. FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. 6. REF. TUT REPORTS: FTL -1969 & FTL -3740 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 QTY. /LOCATION m Ids 4 Windload Ada for anti —lift channel • @ vent jamb rail) 8" SPACE 5 16" LAMI 1 1 © MEETING RAIL SCHLEGEL OR EQUIV. 8" SPACE, 5/16" LAMI (1/8" HS, .090, 1/8" HS) 4. ANCHOR /,GE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & 5. tmiRD HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. OS 12.04) MAX. 15" SPACING. Revsd By: F.K. Revsd sy: F.K. Revsd By F.K. Revs) By: F.K. Drawn Description: O X ELEVATION & B.O.M. (LG. MISSILE) title: D.B. Series /Model: HS -710 an of frame sill ter screws Date: 12/29/03 Date: 7/23/03 Date: 4/4/03 Da e: 9 6 /02 Do e: 2 16/98 Scale: NTS 8" A .090 Sheet: 1 of 6 ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALU MAX ALU MAX ALU MAX ALUMAX ALU MAX ALUMAX FASTEC is At Node Revisions: C- REMOVE ITEU 29 GLASS Revisions: P- -ADD 1995 TO ITEM 26 Revisions: E- 2,3,6 ADD /29 -132 Revisions: D- REVISED NOTE 1 VENDOR MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL—TECH/P. G.T. SCHLEGEL OR EQUIV. DOW CORNING TEAM PLASTICS INDALEX 8" HS Drawing No. 4112 VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 PGT.214.XX 7—M10-250 7 —M10 -251 70312 FS7826 -187 899 OR 995 TP -249 64067 61060G ALUMINUM HORIZONTAL SLIDING WINDOW MM I�.DADE BUILDING CODE COMPLIANCE ZRCCO) •' • •' 3 Y: PRODUCT CONTROL DIVIZICN•' ' • • • • • • .'. • . . • . • • • • ••• • • • NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Go.: Lc. • • . o :•• • • • 671 West 18 Street • • • • • Hialeah, FL 33010 SCOPE: • 0 • • • • • • • •. •• • • • .. •• • • . • • • • • • • • • ••• • • • 0 • • • • • • • 000 • • • • • • • • • • • • 000 • • • • • MCMIEWE -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 440.WEST-ELAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -2908 This NOA is being issued under the applicable rules and regulations govern struc '': + 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: Aluminum Tube Mullion - Impact APPROVAL DOCUMENT: Drawing No. M95 -06A, dated 11/20/95, with revision A dated 06/24/02, titled "Aluminum Tube Mullions ", sheets 1 through 4, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Resistant 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 othenVise 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 # 01- 1204.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0227.01 Expiration Date: December 28, 2006 Approval Date: August 8, 2002 Page 1 Nor/24 gte r%tSSn lipmspipj 7RTA !WI ve I fII� ZTY rnrr TTAINFIIITRINENI 0 ® 1111741111 ,r", (+) FSF ( -) PSF ( +) PSF ( -) PSF Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:/ /!✓6' ? / /CYr Permit No. e9(0 f Opening Description of Window Product Acceptance 11) or Door or Mullion Number Product Approval Design Pressure 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Opening Design Rough Opening Pressure Size Shutter Required Mullion Required Impact Yes / No Yes / No Yes / No 07/10/2006 16:04 3052668145 Al - rarooq c:Orporafion 1235 SW. 87 Avenue , Miami Florida33174 Tel : (305) 264 -8100, Fa,: (305)262 -6978 SL &e pecif' : WLid Loads A-FC. O(o- (Based on data supplied by client) j /an 101...) 1. Client 2. Job Name 3. Job Address K T4 7 4. County : 5. Building Height ;e ;,,.,,ft. (see sketch below). 6. Basic Wind Speed : ztph. 7. Wind Standard : 0 ASCE 7 -88 0 A liCE 7 -93 d ASCE 7 -95 O ASCE 7— 02, 0 Standard Building Code) 1999 Ed (Section 16062 for Buildings less than 60 feet high when, applicable) 8. Roof Slope : A Flat 0 Slope: Pitch 112, 9. Exposure : yi Non Coastal ❑ Coastal: 0 Other (Coastal Exposure Applies within 1500 R ofocean line or BarrierJslands or50 miles within ocean line for Std Bld Code Ch¢pteri6). • ..s. ' 10. 11. . • . .. • ... Building : Lengt__ h, C ft. Width c. e e : • • • et 1041 W • • . .... .. . . Attach floor plan with shutter / window, sizes aind types. • • '.. • (Note: If maximum load used for all openings `1oor plan in not regtt}re i • .... 12. Building Category: • • • • Indicate ifessential building like Hospital, Fire Station, Police Station. • • Client R. Btdg. 3 60 F t. PREMIUM WINDOW PAGE 02/03 Bldg. < 60f .. 60/ T /ic)fc, • .... • • • .. O 01,0 • • • ▪ • • • . AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :PREMIUM WINDOW - PROJECT :SONJA TORRES WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE7 -98/02 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 14 FT. V ROOF SLOPE EQUAL OR LESS THAN 10 deg. TRIBUTARY LOAD AREA A : 10 FT"'2 Kh = 0.85 Kd = 1.00 Kzt= 1.0 (TABLE 6 -5, P60) (TABLE 6 -6, P61) (TOPOGRAPHIC FACTOR) 07 -10 -2006 VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV""2 = 46.38 PSF GCp COEFFICIENTS (FIGURE 6 -5A, p44) ZONE 4 = +0.90 -0.99 ZONE 5 = +0.90 -1.26 GCpi COEFFICIENTS = + .18 - .18 .... • • (TABLE 64. ) • • • DESIGN PRESSURE P = Qh(GCp - GCpi) .... • • .... ZONE 4 = + 50.1 PSF - 54.3 PSF '0 ZONE 5 = + 50.1 PSF •••• - 66.8 PSF 1-4 t.• ••••• • • • • •• • • •• • • • • • •• • • • • . • • • • • • • • • • i (6) NOT PART (5)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 74 X 50 5/8 (NOA)No.03-0612 -06 (4)PGT 2 -CA -740 / 1H -U 1H-R CLEAR GLASS 5/16HH 26 1/2 X 63. (NOA)No.03-0611.02 1 -PW 701/ 0 CLEAR GLASS 7/16 AH 58 x 74 1/4 (NOA)No.03- 1105.01 2- PW 701 / 0 CLEAR GLASS 7/16 AH 261/2X 11 (NOA)No.03- 1105.01 2 -MULL BAR VERTICAL 1 X 4 X 73 (NOA)No.02 -0227.01 2 -MULL BAR HORIZONTAL 1 X 2 X 26 1/2 (NOA)No.02 -0227.01 (7)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 74X383/8 (NOA)No.03 -0612 -06 •• ••• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • • ! ) •• 4 *o3 cC : CLEAR GLASS 5116HH t4AA3 3. • • • (NOA)No.03 -0612 -06 ••• • • • • • • • • • • (8)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 29 1/2 X 38 3/8 (NOA)No.03 -0612 -06 SONJA TORRES (305)958 -0667 1249 N.E 91 TERR MIAMI, FL 33138 • • • (2)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH • i3 X 371/2. : NOA)No.03 -0612 -06 • • • • • •• •• ••• • • (9)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 37 X 38 3/8 (NOA)No.03 -0612 -06 (10)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 37 X 38 3/8 (NOA)No.03 -0612 -06 1- MULL BAR 1X4X373/8 (NOA)No ' -0227.01 (1)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 73X371/2. (NOA)No.03 -0612 -06 (11)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 74X383/8 (NOA)No.03 -0612 -06 (12)PGT 1 -HR -710 X0. CLEAR GLASS 5/16HH 74X383/8 (NOA)No.03 -0612 -06 • # 14 S.M.S. 2/ ANGLE MUWON •• • • • • • • ••• • • • • • • 2 X 2 X f/ • • ALUM ANGLE MUWON — MUWON 2 X 2 X 1/8" ALUM ANGLE —, 2 -5/8' LONG 2 X 2 X 1/8" ALUM ANGLE 4 . PRECAST CONC. SILL • • •.. • • • ••• .. • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • ••• • • • • • • • • •. • • • . - Mk - lb - - lb • • • • • • • • • .•. • • • • ••• ANCHORS :TYPtetAll • 1,500 MAX. 1/2" MAX. ••' • J/M8" 0 TAPCON + . 1 ITO 2BY BUCKS / - 1-48/8" MIN. WOOD EMBED • 9.1 ANGLE :3/16" 0 TAPCON THRU IBY BUCKS INTO MASONRY 1 -1/4" MIN. MASONRY EMBED e 4 1/ ANGLE 1BY OR 2BY WOOD BUCK 4 # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE # 14 S.M.S. 2/ CHANNEL TUBE MULLION TUBE MULUON 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE — MULLION — MUWON 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION 2 X 2 X 1/8" ALUM ANGLE — 2 -5/8' LONG ANCHORS TYPE 'D' METAL TO METAL CONNECTION ANCHORS TYPE '8' #14 X 1 -1/2' WAS OR #14 X 2 -1/2" SMS 2/ CHANNEL 1 I" 0 TAPCON ' . It WOOD STRUCTURES 1 5/4" MIN. WOOD EMBED 2 ANGLE 1 1' 0 TAPCON T 1U IBY OR 2BY BUCKS INTO MASONRY 4 1 1/4' MIN. MASONRY EMBED • 2 ANGLE 1 BY OR 28Y WOOD BUCK •a 4 # 14 S.M.S. QTY. AS PER TYPE A,BORC ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES MUWON ANCHORS TYPE 'C' a'o I j CONCRETE OR CONC. FILLED BLOCKS 2 X 2 X 1/8' ALUM ANGLE P 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG :.110TCH WOOD BUCK TO ACCOMODATE 'CLIP ANGLE TO MASONRY 1/4" 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. Engn . NU11ZOTN 000 STRUCTURES FIA PE / 18557 AUG 0 2 2002 Approved as complying with the Ftoridafi kiln C Date NOM,' Miami Dade Prod D on By o O m g 0 o n w qaais - R g sheet 4 of 4 ) 0 O A 1 0 It 1, O r n drawing no. M95--06A GLAZING PRODUCT i + i r' • • ANCHORS TYPE 'D' GLAZING PRODUCT GLAZING PRODUCT 5, GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT NVdS NDfl1fl " W1 ANCHORS A.9, OR C W2 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • m ••• •• • • •• • • • • • • • •• W6R LOAD CHART • • • • II II 1111 1 1 •• • I,• •• • • • • • • •♦ • •• • • • • • • • a •. .. 8 - 3 /E ANCHORS TYPE A FiECT -A9D IIII 1111 11 11 1 2¢ 3 o 4PJ Sig b21 721 8d TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B, OR C tarainiamas ■101111311010■. IIIIIIIIMmsramitI 111111111111111111MMI 111N1 111•11111111=11111111 'EN 1111 ■1111MONE ANCHOR LOAD CHART "1111,,"„■■ ANCHO B TYPE B ""\1\,,,,,,.■ v \, \,,,r, 1111\ \1 \1111■ \►r IIIIMI,,1011 11111111:1111161111311. RIERRIENuinti. 20 30 40 60 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A48, OR C TRIBUTARY WIDTH = W1 + W2 2 MULLION SPAN TYPICAL MULLION ARRANGEMENT$ HORIZONTAL MUWON m N ..d 1 Ln ANCHOR LOAD CHART rilf 1111 III, I 1111 II, ANCHORS TYPE C RSCT ■C 20 30 40 60 GO 70 GO TRIBUTARY WIDTH - INCHES FOB ANCHORS DESCRIPTION SEE SHEET 4 OF 4, Envy. DR. HUMAYOUN FA 8000 STfUCTJRES F'LA. PE II 18557 AUG 0 2 2002 L Z3 c) J w 2 z 2 0• I 0 t rA i Z 0 2 c N C .0 m r O drawing no. M95 -06A sheet 3 of 4 MULUONS GLAZING PRODUCT J VERTICAL NVcIS NO ffN11Y GLAZING PRODUCT GLAZING PRODUCT \ J VERTICAL NVcIS NO ffN11Y .0 —,/ „ MULLION GLAZING PRODUCT GLAZING PRODUCT 2`x4 11 x1/B - ALUM. TUBE NO STEEL 62X4 L• ••• .0 —,/ 1•• • : 4:1'x2 ALUM. TUBE No STEEL GLX2 foe. • • , 1111 Nom • �- • •ad_ • /E • - gAut • • - span ERE 8 $ s • m • M • • • • •• • • • • IL • • ."11„■■.■,■■, • • • • •'•• •• MI MEE NI E M III IE ER el ■.■.■NII III RI LI I ■■ ■ A 1111E131111111 MI OISE 11111 NI \ 1101111111111116. III 9 3 MI NE EMI III EN ME EllEESIES a- EN RE ` IMRE RE 1 n:\ 5O -5/8 RN EEO MN ? 20 30 40 GO 60 70 80 th5. 20 30 40 60 60 70 80 2`x4 11 x1/B - ALUM. TUBE NO STEEL 62X4 .0 —,/ , 1111 Nom II MOM ERE MI MI IL ."11„■■.■,■■, MI MEE NI E NO III IE ER el ■.■.■NII III RI LI I ■■ ■ 1111E131111111 MI OISE 11111 NI 110 1101111111111116. III 11 MI NE EMI III EN ME EllEESIES EN RE IMRE RE RN EEO MN CM 20 30 40 GO 60 70 80 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • 000 • • • • • •• •• 0 ••• : MULL•iONX0A0 CHART TRIBUTARY WIDTH - INCHES MULLION LOAD CHART TRIBUTARY WIDTH - INCHES m N L9 m M MULLION LOAD CHART 1'x3 11 x1 /B" ALUM. TUBE ND 5TEEL GLX3 PAP 20 30 40 GO 60 70 80 TR SUTARY WIDTH - INCHES NO STEEL G2X6 MULLION LOAD CHART m -I 2 x6 /13" ALUM. TUBE L , N -------- ta>gj\\.■■ ■ - .."■.■ immeni ■, is IIIIINEEMEISEELIIERIEE , -■",■■.■..■■■ ts '■ IMMEEM, 11231123■■ " ""„■„■■'■■,■■ EREEIN„■■,■■,. O m .1,,,'.■NEERUM , J W ,",.■„■IFIN■■.■■ Cz7 B "■-EREEIM ■'.. H N ■NiMEEM ■,■■" ❑ m ■►\nni►\ii X •M••• M'., ■,■,111■,■■ .■„■ ,■1111`■■`. ■•■..,■11.,'■■ IIIIIIMEIMMEEIBIEREME .■■■.'■'"'■■ ts 20 30 40 G8 60 70 90 TRIBUTARY WIDTH - INCHES 1 a 1 nh!IiI.IIuI .1.■„'11©,■■■ IIIIREEEEIREEEIE EEEEENIKEEIRUI ■,,,■■ EMESI MIEREEEEDIEINE -....NZE511,11'll. E„IE,EI,EINE`E ,RMIEE� jj ,.��, t� ERIERIIIIEIREESILE INS \1 \lii■�i 20 30 40 GO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C wt MULLION LOAD CHART W2 1 ALUM. TUBE TRIBUTARY WIDTH wt + wz 2 TYPICAL MULLION ARRANGEMENTS Engr. DR. HUN FAR000 STRUCTURES FLA. PE # 16557 AUG 0 2 2007 MULUON SPAN By HORIZONTAL MULLION Approved as oeeply.g with the Florida : oldie Date - • 'J." NOM Ii/-ef' — 4- 14/7 Mimi I'! Product Dt�1oa 5 O O N g: t3 NN g O ra,° 0u ^ 2 M E cr p - ,,, rIAOR a) 0 0 N 2 2 2 2 U O 0 C.3 L. 0 z C 0 drawing no.1 M95 —06A (sheet 2 of 4 ) descriPtiOn 2.250 L in 2.000 1.219 • • ••• • • • •.• •• •. • • • •• •. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • 000 • • • • 000 •. • • •.• • • • • • • • • • • • • • • • • • • • • • • • e • 1 • • • • ••• • • • .750 1.125 —i 3.000 MULLION CLIP (YE -65) (6063 —T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. .125 • • • 1.613 MULLION CLIP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REQD.) ANGLE CLIP (6063 —T5) •• ••• •• • • •• E 1.266 4.000 MULLION CLIP (6063 —T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNU' INTO TUBE MUWONS. .125 -- 1.718 1,718 --�{ MULLION CLIP (606.3 -Ts) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REQD.) STFP STEP STEP STEP STEP 2 STEP 6 1.613 250 1 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 6.000 • DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. 4 SPECIFY MAXIMUM SHIM SPACING, USING GRAPHS ON SHEET 2 SELECT MULUON SIZE WITH 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4-- .000 --I AUG 0 2 2002 TYPICAL GLAZING PRODUCT 2.000 3.000 ,LIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL S : WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ' 9r. OR. HUMAY9 P� STRUCTURES FLA. PE # 16357 — 4.000 1.000 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLX MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 606.3—T5. Approved as eomplying wUh the Florida : Wing _ , s Date — i/ NDA1 i r LfR�l Mhml Dsde Product • . , • . DI By 0 q 1 1 4 Z i a m 0 0 L Ys co 1 0 1 1 ig drawing no. M95 -06A (sheet 1 of 4 PGT Industries A. B. TESTS • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • . • ... • ... • • • .. .. • ... ... NOTICE OF ACC.'EPP.ANCE, ' EV11EXCE SUBMITTED DRAWINGS . 1. Manufacturer's die drawings anal 3d•It 2. Drawing No. 4259 -4, titled "Aluminum PictureVinaow, 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. .... .. ... .. • • • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02 - 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ... • • • • 000 • ... • • • •• •. • • • • • • • . ..... . NOTICE OF AC( . ti TAN Ei C E; • rbils ;i $U33MITTED F. STATEMENTS 1. Laboratory compliance leterM Tes o no •rIL -3835, issued by Fenestration Testing LabotZtQrx, Inc, datect08 /25/V3, signed and sealed by Joseph Chan, P.E. •• • • • • • • •' • • 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. O'T'HER 1. Letter from the consultant stating that the product is in compliance with the °Florida Building Code (NBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 MIA M I • • •.• • • • • • • .. • • • .. .. • • • • • • • • • • • • .•. • • • • • • • • • • • ... • • • • • • • ••• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (I11CC30) • • • • • • • • PRODUCT CONTROL DIVISION • • • • :.. • • • • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • NOTICE OF ACCEPTANCE (NOA) _ • _ • • • ; • • . • • • .• • • • • • METRO -DADE FLAGLER BUILDING • • • • •• • • • • • ... .• o(- CCt(aG I, MIAIA A7SE COUNTY, FLORIDA 1q0 WEST FLAGLER STREET, SUITE 1603 • 33130 -1563 05) 375 -2908 This NOA is being issued under the applicable rules and regulations governing `' e o '`onsiiction m 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 Dadc 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 "PW -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 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • •• ITBIIR DWG NO:. : PART #•: 1 • • 4256A 4253 • 64256 • 64253 2 7 • 8 10 11 12 13 18 20 21 22 14 15 17 /end Revd er Revd By. Date: F.K. 12/15/03 :JZSJ ::: T.,$1PQX • e • • • • • ••• •• 4255 64255 4254 64254 1224 6TP247 4224 4262 .050" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 Dam: Data: Revisiare: Drewn Br D. Checked By Deis: F.K. 7/14/03 64262 }--- .970" .975" f Revisions: A NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMS #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" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" 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 .346" ----1 .050" .975" ITEM 11 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.875" PS Visibly Better sea PW -701 I- .062" snm: NTS 2.784" Sleet 9 et 10 ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 W,o¢Mea: EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE W /NDOW, IMPACT OrPnb y No. 4259 -4 Rev A . i1:7l7I•L� • Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• •• •• • • • • .. •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • .•• • • • • ••• Revsd By. Ra Rered ay F.K. Bmxn By F.X. • • L • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • •__ ••• ••- • • • •• • • 2.784"• • • • • SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Caro: Bate: 12/15/03 Date: 7/14/03 WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Revlsiona: ReMsions: A Checked Br • • • • •• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT NO CHANGE THIS SHEET Dahw KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALONG ENTIRE JOINT Visibly Better MAX. WINDOW HEIGHT Sede5 4,der PIN- -701 MAX. DAYLIGHT OPENING NTS 2.784" Shaer 8 ar 10 FI : VERTICAL SECTION (INTEGRAL FIN FRAME) nre�974 4259 -4 INSIDE aofapeorr SECTIONS, INTEGRAL FIN rme: ALUMINUM PICTURE WINDOW, IMPACT R- A Rob Art L. park, P.E. PE #39712 Structural 2.784" • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 000 • • • • • Rend By Fiend Eiy Rand By: F.K. Drawn By. F.K. Date. Date: Deter 12/15/03 Date: 7/14!03 • RavHlor•: Revlelore: Rawbkms: A Chcckad By • • • ••• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • J - • • • ••• •• SCREWED CORNER ASS'Y (FLANGE FRAME) NO CHANGE THIS SHEET Deta: MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT 111 KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALONG ENTIRE JOINT Visibly Better MAX. WINDOW HEIGHT S edn4hNdeY. PW-701 41) 0 0 MAX. DAYLIGHT OPENING C 2.784" VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT NTS Sh 7 a 10 Dr-cg nb. 4259 -4 INSIDE R Robert L Clark, P.E, PEA 39712 Structural • • •.• • • • .•• .• .. • • • •. • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • ..• • • • • • •. • • ••. • • • • • • • • • • C©pIP.ARATf1/2xtNAL SMTABLE 2. A. ?/16 LAMINATED GLASS (3/16 "A, .090, 3/16HS) GL SS:Tyf E;•. L3,..7/1§" LAMINATED GLASS (3 /16 "HS, .090, 3/16HS) • ... • ..: G. 1 LAMI I.G., 3/16HS, 7/16" SPACE, 7/16 " LAMI (3/16A, .090, 3/16" HS) •• .. . n..1.1;16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7116" LAMI (3/16HS 3/16" HS) WINDOW WIDTH Rorie By Raysd By: Raved Ely: F.K. Drown By F.K. 49.000 AREA SQ.FT. 54.500 AREA SQ.FT. 60.000 A &C B &D AREA SQ.FT. 65.500 AREA SQ.FT. 71.000 AREA SQ.FT. 76.500 AREA SQ.FT. 82.000 AREA SQ.FT. 87.500 I A &C B &D AREA SQ.FT. A &C 93.000 96.000 A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D B &D AREA SQ.FT. A &C B &D AREA SQ.FT. Date: Revurorn: Date. 12/15/03 Data• 7/14/03 Rob runs: RevIsl000. A Checked Ry 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 28.500 9.698 10.786 11.875 12.964 14.052 15.141 16.229 18.406 19.000 - 80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 80.0 -80.0 80.0 -80.0 17.318 -80.0 80.0 -80.0 -80.0 -80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 80.0 75.3 80.0 34.000 11.569 12.868 14.167 15.465 16.764 72.6 -72.6 80.0 69.4 80.0 66.4 80.0 65.0 80.0 63.9 80.0 18.063 19.361 20.660 21.958 22.667 CHANGE NOTE 1 ANCHORING WITH *12 SCREWS Data 80.0 80.0 - 80.0 - 80.0 -80.0 - 80.0 -78.9 -80.0 -75.3 -80.0 - 80.0 -69.4 -80.0 -66.4 -80.0 -65.0 -80.0 -63.9 -80.0 80.0 80.0 78.9 80.0 72.2 80.0 65.5 80.0 61.1 80.0 80.0 53.8 48.9 48.0 80.0 WINDOW HEIGHT 39.500 13.441 14.950 16.458 17.967 19.476 20.984 26.333 80.0 -80.0 -78.9 -80.0 -72.2 - 80.0 - 65.5 -80.0 -61.1 -80.0 57.1 -57.1 -80.0 -53.8 80.0 -80.0 22.493 51.0 I -51.0 80.0 -80.0 24.002 -48.9 80.0 -80.0 25.510 -48.0 -80.0 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P.O. BOX 1529 NOKOMIS, FL 34274 80.0 80.0 74.3 80.0 67.8 80.0 61.7 80.0 56.4 51.5 80.0 47.2 42.6 80.0 41.2 40.2 80.0 45.000 15.313 17.031 18.750 20.469 80.0 -80.0 22.188 23.906 80.0 -80.0 25.625 27.344 80.0 -80.0 29.063 30.000 -80.0 -80.0 -74.3 -80.0 -67.8 -80.0 - 61.7 -80.0 -56.4 -51.5 -80.0 - 47.2 -42.6 -80.0 -41.2 -40.2 -80.0 Visibly Better solotW000c PW -701 79.4 80.0 71.9 80.0 65.0 80.0 59.6 80.0 54.6 80.0 -80.0 22.927 51.0 -51.3 80.0 46.6 80.0 -80.0 26.479 43.1 1 -42.7 80.0 1 -80.0 28.255 40.4 79.7 -79.7 30.031 39.0 46.500 15.823 17.599 19.375 21.151 24.703 Sca'i NTS - 80.0 -80.0 -73.1 -80.0 -66.4 -80.0 -60.7 - 80.0 -55.5 -80.0 -46.9 -40.2 -38.9 76.9 -76.9 31.000 6 10 79.4 80.0 71.9 80.0 65.0 80.0 59.6 80.0 54.6 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 16.333 18.167 20.000 21.833 80.0 -80.0 23.667 51.0 -51.0 80.0 46.6 25.500 -79.4 -80.0 -71.9 -80.0 -65.0 -80.0 -59.6 -80.0 54.6 -80.0 -46.6 80.0 -80.0 27.333 43.1 j -43.1 80.0 l -80.0 29.167 40.4 -40.4 76.0 -76.0 31.000 39.0 -39.0 73.1 -73.1 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. Q 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 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 RECTANGULAR SIZE JN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN, INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Drawing No. 4259 -4 / /14/' /1 W Robert L. Clerk, P.E. PE 1139712 Structural • ... • • • •. • • • • • WINDOW WIDTH 'keyed By Raved By F.K Drawn By. F.K. 49.000 54.500 60.000 76.500 82.000 87.500 Dare: • • .•• • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • •.•... • ... 12/15/03 Date: 7/14/03 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 65.500 I A &C B &D AREA SQ.FT. A &C 71.000 B &D AREA SQ.FT. AREA SQ.FT. A &C B &D AREA SQ.FT. I A &C B &D AREA SQ.FT. 93.000 I A &C B &D AREA SQ.FT. 96.000 A &C B &D AREA SQ.FT. Revisions: Revkbra: A Cher: ad By • • CallRPARATWE'RNAL'YSIS TAB LE 1. • ••• • A. 7716" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) FTL -3835 GLAS3 TY.PE:: /10• LAMINATED GLASS (3/16 "HS, .090, 3 /16HS) FTL -3835 • ••• • • ••G.1 1i16 LAMI I.G., 3/16HS, 7/16 SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 •• .. . .. D.a J116" LAMA I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMA (3 /16HS, .090, 3/16" HS) FTL -3850 WINDOW HEIGHT A &C 80.0 B &D 80.0 - 80.0 - 80.0 76.8 80.0 -76.8 - 80.0 59.7 80.0 -59.7 - 80.0 52.8 80.0 - 52.8 -80.0 51.9 80.0 -52.1 51.9 - 80.0 80.0 Date: 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 28.500 9.698 10.786 80.0 -80.0 80.0 -80.0 11 875 12.964 15.141 16.229 17.318 18.406 19.000 -80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 - 80.0 80.0 -80.0 14.052 -80.0 -80.0 - 80.0 -80.0 - 80.0 -80.0 - 80.0 -80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.4 74.1 80.0 70.7 80.0 69.1 80.0 68.8 80.0 CHANGE NOTE 1 ANCHORING WITH #12 SCREWS 34.000 11.569 12.868 80.0 -80.0 80.0 -80.0 14.167 15.465 18.063 19.361 20.660 21.958 22.667 -80.0 -80.0 -80.0 -80.0 - 80.0 -80.0 -79.4 80.0 -80.0 16.764 -74.1 -80.0 - 70.7 - 80.0 -69.1 - 80.0 - 68.8 -80.0 80.0 80.0 80.0 80.0 74.0 -74.0 80.0 -80.0 68.5 80.0 63.7 80.0 56.5 80.0 53.6 80.0 51.4 80.0 50.4 80.0 3.500 13:441 14.950 16.458 17.967 19.476 20.984 22.493 24.002 25.510 26.333 -80.0 - 80.0 -80.0 -80.0 -68.5 - 80.0 -63.7 -80.0 -56.5 -80.0 -53.6 - 80.0 -51.4 -80.0 -50.4 -80.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 80.0 80.0 76.7 80.0 69.9 -69.9 67.2 80.0 -80.0 80.0 63.5 80.0 57.9 80.0 48.3 80.0 43.6 80.0 42.5 80.0 41.6 80.0 45.000 46.500 15.313 15.823 17.031 17.599 18.750 19.375 20.469 22.188 23.906 25.625 Pc T VisibIy Better -80.0 80.0 -80.0 80.0 -76.7 74.0 -80.0 80.0 - 63.5 61.3 -80.0 80.0 -57.9 56.1 -80.0 80.0 -48.3 47.6 -80.0 80.0 - 43.6 43.4 -80.0 80.0 27.344 28.255 -42.5 40.7 - 80.0 80.0 29.063 30.031 -41.6 39.4 -80.0 80.0 30.000 31.000 Sada:Mode PW -701 21.151 22.927 24.703 26.479 seas: NTS -80.0 -80.0 -75.2 -80.0 -68.6 - 80.0 -62.3 -80.0 -57.1 -80.0 -48.0 -80.0 - 43.2 -80.0 -41.0 - 80.0 -40.1 -80.0 Sheet . 5 of 10 80.0 80.0 74.0 80.0 67.2 -67.2 80.0 -80.0 61.3 80.0 56.1 80.0 47.6 80.0 43.4 80.0 40.7 79.4 39.4 76.6 48.000 16.333 18.167 20.000 21.833 23.667 25.500 27.333 29.167 31.000 32.000 -80.0 80.0 - 74.0 -80.0 - 61.3 -80.0 -56.1 - 80.0 -51.9 -80.0 -47.6 -80.0 - 43.4 -80.0 -40.7 -79.4 -39.4 -76.6 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED 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 SfZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1 WHICH THEIR OVFRAI I WIDTH AND HEIGHT DIMFNS ONS COMPLETELY FIT WITHJN Revsd By Dafe: Keystone: (]vsn�ir FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Chewing Pro 4259 -4 A >Plww. • FM n a 7 nem1 77 �'.� r w� • ,F Robert L Clark, P.E. PE #39712 Structural Rend By. Revs, By. €eved By- F.K. OmKn By F.K. • • ... • • ... • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. Deb HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. Dale: 12/15/03 Dater 7/14/03 Revisit Revision,: RenaWIS. A Checked By NO CHANGE THIS SHEET Dal EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 P Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. Dsvoisbn INTEGRAL FIN ELEVATIONS Th saw/marei PW -701 6cek: NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT 6/eel. 4 d 10 °marts Alm 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Clary P.E. PE #39712 Structural • • • • • • • • • ... • • ... • • • • • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 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. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. i 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. f 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Road Br Revsd By Revsd By F.K. F.K. Date: Date: Date 12/15/03 Dare: 7/14/03 Revir.bna• Revisions Revisions. A Checked By. NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T- Visibly Better FLANGED ELEVATIONS z ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS sneer 3 a 10 tss.hg eka 4259 -4 Rev. Robert L. Clark, P.E. PE 3139712 Structural • ... • • • .. • • • • • • • • • JI • • • • • • • • ... • • • • • • • • • • • • • ... • Revsd By Date: Revsd By: Dele• Revsd By: Date: F.K. 12/15/03 Drawn By Daft: F.K. 7/14/03 • • ... • • • ... • .. • • • • .. • • • • • • • • • • • • • • • • • • • • • • 1 •• . .. .. • • • .. ••• .. • • • • • • • • • .. • • • • • ... .• 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revisions: Revision: Revisions A Checked By NO CHANGE THIS SHEET Dete 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 t 11/16" NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3/16 "ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS P � Visibly Better GLAZING DETAILS Seresiktodsk PW - 701 Scaler NTS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS rye,: ALUMINUM PICTURE WINDOW, IMPACT Sheet 2 w 10 Domino RI 4259 -4 OR 11/16" NOM GLASS BITE 1 1/16" LAM1 I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Aptm+dseg 44I"4 ro *Li ILy • • ••� r Ir xWr l • fie.. fR1' f Robert L. Clark, P.E. PE #39712 Structural • • .•. • • • •.. •. .. • • • •. .. • • • • • • • • • • • • • • • .•• • • • • • • • • • • • •.. • • • • ... • •.. • • • . . . • • • • • • • • • .. • • Rdvsd By. Raved Lir Revsd By: F.K. Drawn By F.K. NOY�S: Li4FIG'E 1141 WINDOWS 1. GLAZ1Nt2 mcstlS::•• ••• A. 71/6! 1'iIIFJtiT <DikA4 COMPRISED OF (1) LITE OF 3/16 'L4SSWITH 1 .090 INTERLAYER OF DUPONT BUTACIT B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/ INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEP C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE 0 STRENGTHENED GLASS WITH AN .090 INTERLAYER OF D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, T A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSUR OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRES OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORIN 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE RO 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: SING HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNER 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Dete! Deter Date: 12/15/03 00173: 7/14/03 Ravieiaru: Revisions A C,actmi By REDUCE ANCHOR SPACING Date: . . • • • • LASS AND (1) LITE OF 3/16" HEAT STRENGTHENED EEPSAFE MAXIMUM PVB. NGTHENED GLASS GLASS WITH AN .090 VB. THENED GLASS, A 7/16" AIRSPACE AND 7/16" ED GLASS AND (1) LITE OF 3/16" HEAT ITE OR SAFLEX KEEPSAFE MAXIMUM PVB. THENED GLASS, A 7/16" AIRSPACE AND 7/16" TRENGTHENED GLASS WITH AN .090 INTERLAYER EGRAL FIN - SEE SHEET 6, TABLE 2) COUNTY. OLLOWS: (SEE SHEET 10, DETAILS C, D & E) EWS) 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) EWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) WS) Visibly Better NOTES & TABLE OF CONTENTS race: ALUMINUM PICTURE WINDOW, IMPACT SeeeseeedoL PW -701 See* NTS sneee 1 m 10 Cheeky Na 4259-4 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 Rev A Robert L Clark, P.E PE 039712 Structural " ANNEALED G E OR SAFLEX K 6" HEAT SIRE SAFE MAXIMUM HEAT STRENG F 3/16" ANNEAL DUPONT BUTAC HEAT STRENG OF 3/16" HEAT S PVB. LE 1 AND INT E AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 SURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 IN MIAMI -DADE LOCATED AS F G WITH #12 SCR OF .130 DIA. x LE RCW OF SC WITH #12 SCR S OF THE FRAM 1070 TEChNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274