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309 NE 99 St (3)
f r We? c 44'0 731 , `G7 V aisq.� � �s 28 174.7 " )4 11 }8 1 �2g01 1 cl.ktt 4 5 z,41 a ?( ni a& At. st, ' $ p = .,tea 4a 641 b Gi� 24 74,r,a :III Fl•ri Office 3107 N. W. 17th Ph om Sur Tv • Subdivision Accor ing to Plat thereof as recorded in Plat hc> „1:._ a Location s 'etch Scale 1”— t– b ccr 'fv ii'tt 1 tachec 1 :It re 1r .`_ 1 -even made h• i r u • t 9 t t 's u . d corms 0 T s eXtrAiliF our know1ed ' t .v •t '. ", , ins r 1 do 1 «•or,: a da e unless s n• e. F. S, t' T 1 ' 111ff Rm .t 99 20 0 10 20 30' LEGEND: 1 inch = 20 ft_ FIP. 1/2" No I.D. BLOCK CORNER 100.00'(R &M ) A/C = AR CONDITIONER BM. = BENCHMARK (C) = CALCULATED C = CENTER UNE CH = CHORD C&G = CONC. & GUTTER CONC. = CONCRETE D = DELTA D E. = DRAINAGE EASEMENT EXT. EXTENSION F../ = FROM JOB# FFE. = FINISH FLOOR ELEVATION F.Ne. = FOUND NAIL & DISC. F.N &T. = FOUND NAIL & TAB F.D \H. = FOUND DRILL HOLE F.PK.N = FOUND PARKER KALON NAIL INT. = INTERSECTION L = LENGTH L.A.E. = UNITED ACCESS EASEMENT = LAKE MAINTENANCE EASEMENT (M) = MEASURE 0/S = OFFSET (P) = PLAT PL. = PLANTER ROB. = POINT OF BEGINING P.O.C. = POINT OF COMMENCEMENT P.C.P. = PERMANENT QUITO. POINT P.R•M. = PEIj),IANENT IE MONUMENT • • P.rIIIE• «•PARAY'$ALL EASEMENT • • • R ! RADIUS • •••• • • (R)•ifiC •.••• • • • R/W •= RIGHT OF WAY • • • R.E.E• = ROOF ENCROACI4NT EASEMENT S /i.M. a IEi OR FOUND NAY.. • • • • S /FIP =•S / FOUN:IR!iN SIRE • • S/m9. SET / FOUND IRON ROD U.E. vvfitll' EASEMEEe • • • • • • • V&G = VA11EY & GkiTTg1 • • • • ZJ•1041E• • €ERO LOT LINE MAINTENANCE E2AI�E�IT xO O = EXISTING ELEVATION COMMUNITY NUMBER 120652 •••• • • dB IF.l�AR4L ij4 'E : : • : 1) BASIS OF MAW: AS PER PLAT 2) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D.) 3) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENTTO THE PROPERTY WERE NOT SECURE AS SUCH INFORMATION WAS NOT REQUESTED. 4) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5) THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES 6) ENCROACHMENTS AND VIOLATIONS ON SURVEY(IF ANY): PANEL NUMBER 0093 CBS WALL 12.3' 1.0'x 1.0' COLUMNS (TYP.) 5.0' WALK 1 -STORY Res. # 309 15.8 16.0' 16.2' 22.0' PARKWAY 43.27' , 1.4' 13.85' 0 3.0' C.B.S. WALL 5.3' -J 3 a 5.3' PLANTER • 15.0'' 4 . •2L0,' 20.0' 18.5' 27.75' 1.9' 15.1' PAVERS 90'(M) SUFFIX J • 10.11' DATE OF FIRM INDEX 7/17/95 FND NAIL & D. FIRM ZONE X 0 0 L(i -J Q 0 10 N 40 0 0 BASE FLOOD ELEVATION N/A GENERATOR 30' 0 BOUNDARY SURVEY AL LE Y 125.00' N.E. 99th STREET CATCH BASIN WATER METER r0 , URUTY POLE UGHT POLE FIRE HYDRANT CABLE BOX ELECTRIC BOX 20.0' ASPHALT PAVEMENT 75' R/W N.E. 100th STREET 12 11 10 9 8 7 6 5 4 4 3 2 1 A L L E Y 14 18 19 20 21 22 23 24 N.E.99th STREET LDdAL DESL LOTS 15, 16 & WEST 1/2 OF LOT 17 , BLOCK 40, OF MIAMI SHORES SECTION 1 , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. AT PAGE 70. OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. OVERHEAD LINE (OH) CHAIN LINK FENCE (CLF) WOOD FENCE (WF) IRON FENCE (IF) rh 35' 35' 0 0 1) 0 10.0' 10.0' 15.00 15.00' 0 10 M FIP. 1/2" No I.D. // 0.35' 0.35' // FN D NAIL & D. dERTIFIdATION OF BOUNDRY SURVEY: I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER AIY RESPONSIBLE CHARGE AND TO THE BEST OF. MY KNOWLEDGE AND BELIEF; THIS SURVEY MEETS THE, MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND RVEYORS IN CHAPTER 61C17-6 FLORIDA ADMINISTRATIVE CODE UANT TO SECTION 472.027, FLORIDA STATUTES. DATE: 1/29/07 JULIO S. PITA. PROFESSIONAL I RVEYOR LICENSE N0. PSI! 5789 STATE OF FLORIDA J$P ,S INC. LAND ISURVEYORS LB 6971 7805 CORAL WAY, SUITE 116A MIAMI, FLORIDA 33155 PHONE: (305) 262-2404 SECTION: 32 - 54 - 41 I CoorrrY: DADE Mtn LI 1ED TO: CARIE M MUTTER TIMOTHY H. SMITH 309 NE 99 STREET, MIAMI SHORES FL 33138 REF: 07-01-59 CL10120 •• • • • • • •.. •• • . • •• • • • • •• ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" 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. E. FOR 4. F. FOR 44-1 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 Roved By. Dote: F.K. 3/17/03 Monday: F.K. Roved 8y: Diann By: F.K. Dote: 3/25103 Nor Dab: 12/17102 R.veions: A Revisions: B Revisions: C Checked By. REVISE ANCHORAGE NOTE 4 ADD 13/16 I.G. & MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 x x 0 x CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES Visibly Better BGZ Deent♦.ar. NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Sohemod.r. CA -740 NTS sneer 1 d 12 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 &seep No. 7045 -8 PRODUCT REVISED as complying with the Floeida Buiding Code Acceptance No E , intba Dote k L' 7.4a /6) Lucas A. Turner, P.E. PE #58.201 Mechanical .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED GLASS F-- 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL C-3 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f 3/8" AIR SPACE 13/16" 13/16" I.G. GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER -u- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as complying with the Florida (lidding Code Acceptance Ne E . irstiea Date By IJ 6 I ' . Miss ' Traded C , Divas Rand By F.K. RandDy.' F.K. Revel By: Drawn By: F.K. Dal.: 3/25/03 DsIe: 7/10/03 Uah: oars 03/25/03 Ra` alone: B RwLbn.: C Revisions: Checked By: REDRAW GLAZING DETAILS d ADD 13/16'1.G. NO CHANGE THIS SHEET Deb: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS TRb ALUMINUM CASEMENT WINDOW, IMPACT srwnc et CA -745 saie: NTS Sheet 2 d 12 Onnb p No. 7045-8 Rev C Lucas A. ',loner, P.E. PE #58201 Mactianicai 1 1/2" CENTERLINE f `( 1 1/2" 1 � MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT - OPENING 4" MAX. ��- f 4" MAX. �-- 37" MAX. VENT TYP. 7" 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. 30" MAX. DAYLIGHT -- DAYLIGHT OPENING OPENING 0 13" MAX. O.C. 60" MAX. FIXED 4" MAX. i ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 ---■ SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 13" MAX. O.C. 1 ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) 4" MAX. " I I 4 MAX. X 56" MAX. DAYLIGHT OPEN ING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. -- DAYLIGHT ♦- OPENING • , \ / 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING PRODUCT REVISED as complying with the Florida Budding Code Acceptance No E tion Date Hy Mani thy 1 63" MAX. HEIGHT 2 Rersd by F.K. Rend By F.K. awed By. F.K Drawn By F.K. Dais: 3/17/93 Deb: 1/25/73 caw 7/10/03 alas 12/17/02 Ririebne: A Ravbbns: B Revisbn•: C Cnea•d By REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Dina E 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Os•v`brr "XX" & "XOX" ELEVATIONS TOW ALUMINUM CASEMENT WINDOW, IMPACT S••11•dM. CA -740 Sala: NTS DI"w 3 of 12 Pawing nn. 7045 -8 C Lucas A. Tumer, P.E. PE #58201 Mechanical X ,} SEE METING RAILAETAIL TVP. (2) i / `^ \ � // � � ` .�^ ` ~ --' v v 1 1/2" CENTERLINE f `( 1 1/2" 1 � MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT - OPENING 4" MAX. ��- f 4" MAX. �-- 37" MAX. VENT TYP. 7" 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. 30" MAX. DAYLIGHT -- DAYLIGHT OPENING OPENING 0 13" MAX. O.C. 60" MAX. FIXED 4" MAX. i ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 ---■ SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 13" MAX. O.C. 1 ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) 4" MAX. " I I 4 MAX. X 56" MAX. DAYLIGHT OPEN ING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. -- DAYLIGHT ♦- OPENING • , \ / 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING PRODUCT REVISED as complying with the Florida Budding Code Acceptance No E tion Date Hy Mani thy 1 63" MAX. HEIGHT 2 Rersd by F.K. Rend By F.K. awed By. F.K Drawn By F.K. Dais: 3/17/93 Deb: 1/25/73 caw 7/10/03 alas 12/17/02 Ririebne: A Ravbbns: B Revisbn•: C Cnea•d By REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Dina E 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Os•v`brr "XX" & "XOX" ELEVATIONS TOW ALUMINUM CASEMENT WINDOW, IMPACT S••11•dM. CA -740 Sala: NTS DI"w 3 of 12 Pawing nn. 7045 -8 C Lucas A. Tumer, P.E. PE #58201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING tal ! ! 141 /2" 4" MAX. --I MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT - OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT MAX. O.C. 4" M 4" MAX. -- SEE MID -SPAN ANCHOR DETAIL SHT, 3 TYP. (2) 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 56" DAYL OPE 1___._ 4" MAX. 4 „ � L L -! MAX. 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT 1 1 56" MAX. DAYLIGHT OPENING 63" HEI -- 37" MAX. VENT - - 60" MAX. FIXED �I IGHT NING OPENING DAYLIGHT OPENING 63" MAX. HEIGHT / 1 . (-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 fl L 4 MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) It NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1—.4-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) MAX. GHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) PRODUCT REVISED as complying with the Fluids Bolding Code Acc"pthnce No E ' 'ration Date 1 56" MAX. DAYLIGHT OPENING of -€ o - 7 /1 0 /C 7 63" MAX. HEIGHT 1 Rival er F.K. Raved Br. F.K. Rend ar: F.K. Drain sr. F.K. Ow: 3/17 /03 6.k: 3/25/03 7/10/03 Des: 12/17/02 Revisions: A Revisions: 8 Ranvier.: C Cracked or F.K. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL d HINGE LOCATION NOTES Q.I.: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better e 1 nwvbbn. "X", "O ", "XO" & "OX" ELEVATIONS rrc ALUMINUM CASEMENT WINDOW, IMPACT 5•49644odN: CA -740 sc. : NTS 4 a 12 Draft No. 7045-8 Raw. C Lucas A. Turner, P.E. PE #58201 Mechanical 64.000 A -78.0 70.0 -78.0 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 3.8 - 50.4 53.81 ... .. 50.4 - 47.7 47.7 68.000 A 1 I - 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 COMPARATIVE ANALYSTS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) N : . 5 6' "X" WINDOWS TEST REPORTS: FTL - 3582 FTL - 3587 FTL - 3729 30.000 ' .- • 1 :111141i :111114.17,1 : • /• 1.1 : A B,E A B,E A B,E A ■ B .1 E B,E A B NEG -90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 1 8 A,.0 .090,1/8 ` E. 1 HEIGHT NEG NEG NEG POS NEG POS NEG POS NEG POS NE POS G POS NE G POS NEG POS S NEG POS NEG OS NEG P05 NEG POS 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 - 90.0 70.0 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 -90.01 70.0 -90.0 70.0 - 90.0 7 0.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 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 -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 -90.0 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 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 -90.0 70.0 -87.4 70.0 -77.6 70,0 0 -68.4 68.4 -63.9 63.9 - 60. 60.0 -58.5 58.5 -56.2 56.2 -53.4 70.0 -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 -86.3 70.0 -81.0 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 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 48.6 -45.2 45.2 -42.4 42.4 70.0 -75.% 70.0 -75.0 7 .0 44.8 - - 42.2 42.2 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 ,70.0' -84.2 70.0 -83.2 70.0 70.0 -90.0 70.0 -90.0 70.0 67.8 -66.2 66.2 -65.0 65.0 70.0 -90.0 70.0 - 90.0 70.0 53.4 -51.3 51. -49.8 49.8 70.0 -90.0 70.0 -90.0 70.0 47.7 -45.6 45.6 -43.9 43.9 70.0 -90.0 70.0 -87.8 70.0_ NEG POS �, WIDTH 19.125 24.000 26.500 32.000 34.000 36,000 37.000 26.000 31. 000 36.0 00 38. 375 43. 000 48. 000 50. 625 54. -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 -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 -75.0 70.0 -75.0 -75.0 70.0 -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 -75.0 70.Q -75.0 70.0 -75.0 70.0 -75.Q 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 -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 ,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 _ 000 57.000 -75.0 43.5 70.0 60. -41.1 -75.0 000 41.1 X 70.0 63.000 66. -38.6 -75.0 38.6 70.0 000 69. 000 72. -90.0 - 90.0 - 81.7 - 90.0 -63.7 -90.0 -48.3 -90.0 000 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 -42,2 42.2 -84.4 70.0 'TABLE 2.(IASED ON 1/4" TAPCONS O 14 SCREW "X S " WINDOWS GLAZING OPTION: C. T /16` LAMI (3/'f6"A,.090,3/16 "HS L" 'T•3 010" . x- .000 `c AND AL 0.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 4. BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS COMPARATIVE ANALY ABL 3.SBA D ON 1/4" APCONS OR #14 SCREWS GLAZING OPTION: A. 5/18' LAM (1/8 "A,.090,1 /8 "HS) 1 - • ` - • �jl4c7:t l�:1�+��•j1►1Xc1114 ' r I - (e 1 1 c - • • i 1 -75.0 70,0 -75.0 70.0 - • .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 -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 HEIGHT - 75.0 70.0 -75.0 70.0 - 5.0 70.0 ' . . 0.0 75. -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 750 700 -75.0 700 -75.0 700 -75.0 70.0 70.0 -75.0 70.0 -75.0 70,0 -72.1 70.0 -69.5 43.000 "XX" WIDTH 37.000 26.000 31.000 36.000 38.375 48,000 53.125 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TEST R ` 1 RTS: FTL -35 43.000 48.000 50.625 54.000 57.000 60.000 63.000 -75.0 - 75.0 -75.0 70.0 70.0 -75, 72 A -75.0 70 - 75 .01 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 t -42.2 42.21 -39.7 39.7 74.000 j A 1-75.0170.01 -75.0170.01-73.7170.01 -67.9167.91-59.0159.0 -52.8152.81-49.9149.91-46.4146.4 -43.5 43.51 -41.1 41.11-38.6138.6 I(1 /8'H , ALL " " IZES TABLE 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 /16 "HS) ALL "XX" SIZES UP TO 4.000" WI ' x 63.000" HI 90.0 70.0 TEST REPORTS: FTL -3580, FTL -3587 TEST REPORTS: FTL -3582 FTL -3729 90,1/8' W • x .00 c ' - 75.0 70.0 x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Rhoda Holding Code Acceptance No E Iratioa Date 7/0%3 M"re ay: F.K. R.v.dly: F.K. Floyd IV: F.K. Onmay. F.K. ar.: 3/17/03 a»: 3/25/03 RI MNwr: A Rovilelow 8 'Dos: 7/10/03 Oalfr 12J17/02 notIons, C Cn"c*.d ey: REVISE TABLES 1 AND 3, GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET o.f.. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- X & XX CONFIG. WINDOWS TN: ALUMINUM CASEMENT WINDOW, IMPACT SerImMoen: CA -740 Sor.: NTS like D.w•a Nc. 5 d 12 I 7045 -8 Rev: C Lucas A. Tumer, P.E. PE 58201 Mucharivai COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS "0" &'1T4- 172 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 I FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,178 E. 13/16" LAMI (1/8 "HS,3 /8" "HS) B. 5/16" LAMI 78 SPACE 5/18" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) C. 7/16" (3/16 "A,.090,3 /16"HS) "HS .090 1/8"HS) "0" WIDTH "XOX" WIDTH F- IG T 26.000 31.000 36.000 38.3 43.000 48.0 50.6 54.000 57.0 60.000 63.000 NEG POS NEG POS NEC POS NEC POS, NEG POS NEC POS NEG POS NEC POS NEC POS POS NEG POS 36.000 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 54.3 1 -51.1 51.1 -47.9 47.9 -44.8 ' 44.8 -42.2 42.2 -39.7 X 39.7 B,E -75.0 70.0 -75,Q 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 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75,0 70.0 - 75.0 -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,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 r -90.0 70.0 -90.0 70.0 - 90.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 r 43.6 -41.1 v 41.1 -38.6 38.6 -36.5 36.5 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 -90,0 70.0 -90.9 Z9.0 - 90.0 70.0 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 ' 82.4 -58.4 58.4 -63.3' 63.3 -56.4 56.4 -53.4 53.4 -50.0 50.0 , -46.9 46.9 - 44.3 44.3 -41,9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.Q -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.Q 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 , -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 r 50.9 - 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 -76.0 70.0 -75.0 70.0 r C , -90.0 70.0 - 90.9 ` 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -$8.2 70.0 - 81.8 70.0 -76.9 70.0 -72.4 70.0. 40.4 -89.2 -38.4 69.2 38.4 48.000 96.000 A -75.0 70.0 -65.0 65.0 - 54.3 64.3 -51.1 51.1 -55.1 55.1 , -61.4 51.4 -48,6 48,6 - 45.3 , 45.3 -42.5 42.5 - 40.4 B,E -75.0 70.0 -75.0 70,0 -75.0 r 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 -88.0 70.0 - 80.9.70.0 -75.0 70.0 -70.7 70.0 -87.3 87.3 44.1 64.1 37.1 50.500 101.000 A -75.0 70.0 -60.8 60.8 r -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 B,E - 70.0 -75.0 70.0 -75.0, 7 ' -75.0 70.0 -76.0 _ 70.0, -75.0' 70.0 -75,0 70.0 -75.0 70.0 -75.0 79.0 + -75.0 70.0 -74,3 70.0 � 75.0 Q -90.0 -81,2 - , , , Q 53.125 106.375 A •75.0 70.0 -58.7 58.7 8 .7 48.7 .4 45.4 -50.0 50.0_ -46.1 46.1 - 44.2 44.2 -42.2 42.2 0.1 40.8 38.0 38.0 - 36.2 38 ; 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 -75,9 70.0 -75.0 770. -75.0 7 -72.4 70.0 70.0 • - , -35.9 35.9 5 108.000 _ A -78.0 44 0.0 -58.2 - 5%.2 ! -47.9 477.0 -43,4 44 8 -49.1 49.1 -45.3 45.3 43.4 -41 4 -39.8 3 -37.6 37.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.9 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.Q 70.0 - 90.0 70.9 •90,0 70.0 -86.9 70.0 ,•75.0 -75.0 70.0_ , -70.1 70.0 -65,4 65.4 -61.8 81.8 39.1 -59.1 -37.2 59.1 - 37. 56.4 -35.4 56.4, 35.4 55.500 111.000 A , -75.0 70.0 -57.1 57,1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.6 40.8 39.1 ' B,E _ - 75.0 70.0 -75. 7 -75.0 70. -75.0 70,0 -75.0 70.0 -78.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.Q 70.9 -74.3 r 70.60 - 70.8 70.0 0 ' , 34.8 57.000 114.000 A -78 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 6.2 46.2 -4i5 42.5 -41.2 4 -3 0, 39.8 - 38.5 38.5 - 38.7 38.7 - 34.8 B,E -7 ,0 70.0 , -75. + 70.0 - 75.0.70.0 -75.0 ' 76.0 -75.0, 70.0 -75.0 70.0 45.0 70.0 -75.9 70.0 -75.0 70.0 -73.3 70.Q -89.6 69.6 C - 90.0 70.0 -9a9 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0, -70.7 70.0 -88.7 86.7 -61.6 61.8, , -58.7 -55.9 55,9 -$3.2 -34.2 53.2, 34.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 , 43.4 -40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 -38.7 , 38.7 -37.8 28.7 7.6 -36.1 36.1 B,E -76.0 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 -75,9 70.0 -75.0 70.0 -72.2 70.0 - 68.4 88.4 51.6 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 84.9 -60,4 60.4 . -57.3 57.3 -54.5 54.5 -51.6 60.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 36,5 - 33.7 33.7 120.000 B,E -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0 70.0 70.0 -75,0 70.0%73.3 70.0 -71,0 70.9 -67.4 67.4 C _ -90.0 70.0 _ -90.0 70.0 -90.0 70.0 _ -90.0. 7Q.0 -77.1 70.0 , -67.3 67.3 _ ,•75.0 -63.3 63.3 -59.1 59.1 _ -55.9 55.9 -53.0 53.0 _ -50.0 50.0 GLAZING dPTION: D. 7/16" LAMI (3/18 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000' HIGH AND ALL "XOX" SF2ES UP TO 120.000" WIDE x 63.000" HIGH -90.01 70.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 4 X 1 2 0 1 4 X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED u complying with the Florida Rv.k?ing Cud* cccptance NO l )ir iloa Date 0 74o/ n.byd 6y: F.K Fawday: F.K. amid By: F.K. Drawn ey. F.K. Dap: 3/17/03 Dap. 3/25/03 7/10/03 Dap: 12/17/02 &Alin : A w,p: B Rom c Chocked Dy. REVISE TABLE 6, GLASS TYPES A a C ADO GLASSTYPEETOTABLE6 NO CHANGE THIS SHEET Dap. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better �GZ PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS TAW ALUMINUM CASEMENT WINDOW, IMPACT CA -740 sc.p: NTS 6 a 12 Drawing No. 7045 -8 Lucas A. Tumer, P.E. PE #58201 hloch 3rica 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 -3582 GLAZING OPTION: A. ?16" LAMI 1 /8 "A .090,118 "HS " XO " WIDTH "XOX" WIDTH ■ 1 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 Ma/GM L1 ] PO Lilo] POS M OS liZajlita Ma Po Ural P POS Laaltika 1112101WAI 1 liall1W11 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48,000 72.000 • -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 -75.0 70,0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 84.9 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 56.2 - 53.4 53,4 84.000 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 63.8 -50.4 60.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 66.4 66.4 -58.2 58.2 -55.6 55.8 -52.8 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 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 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 "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/18 "LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "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 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 TABLE 10. SBASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/16" LAMI (3/16"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 11-90.01 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. 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED ns complying with the Florida Hailing gale Acceptnnce No E grottos Date By Mom Dh ,ft Mwd IJY F.K. Roved By F.K. Dw: 3/17,03 Drs 3/2'5,03 R.ved By F.K D.1.: 7/1003 Ra i bn.: A swam.: B C Dr."n 8y: pew CA.ci,d by: Oafs F.K. 12/17/02 REVISE TABLE 8, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 owrlwn PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ra.: ALUMINUM CASEMENT WINDOW, IMPACT a."oi•odut CA -740 Saab. &..r Brow" No. NTS 7 a 12 7045-8 Rev: C Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5/16" LAM! (118 "A,.090, E. 13/16" LAMI11 /8 "HS /8" 178"HS) B. 5116 "LAMI (1/8 "HS,.090,1 /8"HS) C. 7/16"LAMI (3/16 "A,.090,3 /16 "HS) SPACE,5 /16" LAMI -W/ 1/8 "HS,.0901 /8 "H I� EIGHT FTL -3582 FTL -3729 26.000 36.000 38.375 43.000 48.000 50.625 54,000 57.000 60.000 63.000 NEG POS NEG POS NEG P6S NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70,0 -74.1 70.0 -64. - 56.1 56.1 -53.3 53.3 -50.5 50.5 "XOX" WIDTH 69.264 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50. 0 70.0 -90.0 70.0 -90.0 70.0 4 50.4 -47.5 47.5 - 44.1 44.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -41.6 41.6, -39.2 39.2 -36.9 36.9 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 Read F.K Read 8y: F.K. Read By: F.K. VENT WIDTH 19.125 24.000 26.600 30.000 32.000 33.687 34,000 34.791 35.896 36.000 37.000 3/17/03 Dater 3/25/03 Dab: 7/10/03 Awaken: A Ravkdan: 8 R.ve.lwn: C FIXED WIDTH 31.014 38.919 42.973 48.649 51.892 A -75.0 70.0 -49.9 49.9 -46.8 48.8 -51.3 51.3 -47. - 40.7 40.7 -38.6 38.6 -36.6 36.8 54.627 55.135 56.418 -43.6 43. - -47.9 47.9 • .3 44.3 -75. -46.8 0 -42.4 42.4 -41. 41.1 -39.3 • .3 -37.3 3 -35.5 35. -55.2 55.2 -35.0 35. B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.01-73.7 70.0 -70.1 70.0 -90.0 70. • -90.0 7 -75.0 0.0 -45.5 4 -90.0 70. -42.6 -85.0 70.0 -73.1 70.0 -46.7 46.7 -43.1 43.1 -4 68.8 - 64.1 84.1 -60.5 60.5 -57.9 57. 41.6 -40. 4 1.2 -38.7 38.7 -36.9 58.209 58.378 60.000 Drawn By: D.1.: Chocked era Dew F.K. 12/17/02 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75. C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90. 9 64.9 -60.6 60.6 -58.1 58.1 0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 B E -75.0 70.0' -75.0 70.0 ' -75.0 70.0 -75.0 - 70.0 .75. C -90.0 70.0 -90.0 70.0 -90.0 70.0 -9C.0 70.0 -90. A -75.0 70.0 -60.5 60.5 1 -57.2 57.2 -62.1 62.1 , -55. B,E -75.0 70.0 -75.0 70.0 -75.0 70,0 * -75.0 70.0 -75. C -90.0 70.0 -90.0 70.0 -90.0' 70.0 -90.0 70.0 ' -90. A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50. B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 '.75.0 70.0, -75. C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84. 0 70.0 -75.0 70.0 -75.0 70.0 0 70.0 -90.0 70.0 -90.0 70.0 2 55.2 -52.6_ 52.6 -49.1 49.1 0 70.0 -75.0 70.0 -75.0 70.0 0 70.0 -90.0 70.0 -87.0 70.0 7 50.7 -48.2 48.2 -44.9 44.9 0 70.0 -75.0 , 70.0 -75.0 70.0 7 70.0 -79.5 70.0 -73.6 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90.0 70.0 -89.4 70,0 -85.2 70.0 -46.2 46.2 -43.6 43.6 x -41.1 41.1 -75.0 70.0 -75.0 70.0' -75.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -42.0 42.0 -40.1 40.1 -38.0 38.0 -75. 70,0 -75.0 70.0 -75.0 70.0 - 69.7 -66.3 66. $ -63.1 63.1 4 47.4 -45.5 45.5 -42.7 42.7 0 70.0 -75.0 70.0 -75.0' 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75. -75.0 . 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 79.0 -90.0 70.0 -90.0 70.0 -75_. A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 '48.4 -44. B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75. C -90.0 70.0 -90.0 7 6 70.0 -73.2 70.0 -68.3 68.3 -64.8, 64.8 -61.4 61.4 -58.8 584, 7 44.7 -4 .g 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 0 70,0 -7 §.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 -90.0 70 0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -81.0 61.0 -58.4 58.4 r -55.7 55.7 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 - 75.070.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0, 70.0 -90.0 79,: -90.0 70.9 , -$2.8 70.0 -71.3 70.0 A -74.4 70.0 -43.6 4 -41.2 41, -45.1 45.1 41.5 .4 40.4 -38. : 38.9 - 3 .7 -.2 ' 38. -34.3 34 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 -75.9 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 -8 A - 74.3' -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40. 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, -90.0 79.0 -90.0 70.0 -79.6 70,0 , -69.1 69.1 5. 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 9.2 39.2 -3 .7 37.7 - .7 .7 - 5 35.5 - .7 7 36 36 -35.5 -33.7 33 .7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 - 90.07Q,0 _ -90.0 70.0 - 77.1 _ -67.3 67.3 - 63.3.63.3 -59,1 59.1 _ - 55.9 -53.0 53.Q -50.0 50.Q "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /18 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXEb WIDTH AND 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 F0777.0 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. REVISE TABLE 11, GLASS TYPES A S C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 65.3 _ -60.6 60.6 -57.6 , 7.6 -54.7 � 54.7 1.9 51.? 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Mir ALUMINUM CASEMENT WINDOW, IMPACT S•.•M7Me CA -740 Sow: Joao: NTS 8 of 12 Ortning Na 7045 -8 X O X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT REVISED as cumplyinK with the Florida 8uiding Code Ace +psaa,cc N. E Oration Date i i, � KrrLija, By Mia Dade Div 74°/3 Lukas A. Tumer, P.E. PE 458201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT II DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) W W W MAX. VENT DAYLIGHT OPENING .1 (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 GOG PRODUCT REVISED as complying with the Fieeida Raiding Code Acceptance No E Halos Date 0Z ----- 7/0/0 9.4d Oy F.K Rivadsy. F.K. Dab: 3/17/73 Dab 3/2503 Ravadey "Mier F.K. 7/10/03 R.vi.ions. A 9.vkbn.: 8 Revisions: C Onftwl ay: Dab: Choolupd are ab: F.K. 12/17/72 NO CHG THIS SHEET ADD 13/16"1.0. GLAZING BEAD ITEM SHOW TOP HINGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W.oio�en• SECTIONS rxr: ALUMINUM CASEMENT WINDOW, IMPACT SortelModaL CA-740 Sur. /emit orMip ran NTS1 9 of 12 7045 -8 14r C Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL L ._ 2.784" FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A L 2.784" FRAME HEAD, SILL, JAMB 11 ( MAT'L: 6063 -T6 434 DWG# 7002A 2.854" .062" NOM. 1.159" ---- 2.139" -- SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A PRODUCT REVISED as complying whit fie Plaids Lluidintt Code Acceptance No iratioa pate 2.919" Rated era F.K. Retaday F.K. RevarTly. F.K. Drawl Br. F.K. Dar 3/17/03 DOA 3/25/03 tale: 7/10/03 12/ 17102 swWans A tune ant: 8 141 visions: C Chocked By: REVISED FRAME ASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better c ;_r_ u."ary. EXTRUSIONS & ASSEMBLY DETAILS D" ALUMINUM CASEMENT WINDOW, IMPACT s«,."ead" CA -740 NTS shot: 10 d 12 DOWN NO. 7045 -8 Roc C Lucas A. Tumer. P.E. PE !{58201 Mecliann;al 7 / /o/ 3 PARTS LIST ITEM 1 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 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG# 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781 PQA 78IPQA 67017K 7014 1157 78X78PPSMS 7858ZA 710x12FP 6TP247 6163K 61635K 60976 78x12PSTWB 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2 "X1/2 "X1 /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE # 10.24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR , MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 48 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #I0 X .500 P11. PHL. 5/16" LAMINATED (1/8A & 1 /811S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/81IS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER. LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/161IS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CLIP 48 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE `ITEM 73 74 75 80 81 82 83 85 86 DWG# 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 781 PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FIXED FRAME CORNER. KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" 1.G.) I.G. GLASS (1/8 "HS,3 /8 "AIR SPACE,5 /16 "LAMI) 5/16" LAM1(2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" -17 .865" .050" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" --•-� �+- I .865" .050" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" --• I'*t- 1.000" .423" CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 --a- r-- .172" .870" .125" .062" �I .050" I --.4 .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 --� 1.124-"- .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 993" .289 " .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 i 2.701 PRODUCT REVISED is complying with tbo Plorldo Bolding Code Acceptance No E *Woo Due By Li/ Mil . 1 Pndat C thvb1 Raid Br F.K. Revd By F.K. Roved By F.K. Drain By: F.K. Dor 3/17/03 craw 3/25/03 'MM: 7/10103 Dew: 12/17/02 A B ReNsione C Chedud By NO CHG THIS SHEET ADD 1346' I.G. GLASS di GLAZING BEAD NO CHANGE THIS SHEET Da* 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. F1. 34274 Visibly Better o""ow• PARTS LIST & EXTRUSIONS rr" ALUMINUM CASEMENT WINDOW, IMPACT saw.M,eu: CA -740 Spiv NTS stew 11 a 12 Dflootp No. Fier 7045 -8 I C Lucas A. Tumor, P.E. PE #58201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 0R #14 SCREWS NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 J a i IIn1111111 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE x1111111111 1 111111111 IIIIIIIIIIIIIII► • 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 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. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) #12 OR #14 SCREWS 1/4" MAX. SHIM • • Mitt ( � , I. 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM - �- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. BY Mia Div . • 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Fb id Buiding Code Acceptance N. irrti*M Date ' I , T/1 4 s4 1 11. 11 Raw ay: F.K. R.rsd By. F.K. Read Ey. F.K. 0s: 3/17/73 D.I.: 3/25/73 Dos: 7/10/73 R.MNa1s: A Rsrti or r B Revisions C Dawn By: OW: Ch.ck.d By Do.: F.K. 12/17,V2 ADDED #14 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Cloaspisfr ANCHORAGE DETAILS NIr: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Snot D&Waft NO. NTS 12 d 12 7045 -8 R.r. C Lucas A. Turner, P.E. PE #58201 Mechanical ANCHORS: TYPE. B' 'C OR "0" DOTH ENDS\ GLAZING PRODUCT GLAZING PRODUCT WI W2 W TIP. UULLDN W r WI + (2.) WINDOWS MULLED TOCE_ FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE S.r E T ; 'LES ON PAGE 5 n.- 3 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE. "8 "C" OR 'D" gnru rune NO1 ES: 1. FOR ANCHOPAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 ANO 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3, MULLIONS ARE APPROVED. FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT FTL =2902, 2963 AND 2975 H + - HI +H2 (1) WINDOW MULLED W /OWE ABOVE FOR DETERMINING MAX ALLOWABLE PREFS;.';,c SEE MAP- ON PAGE 5 OF 5 MAX OPENING = H OR H1+-H2 MULL LENGTH = W ->A1 bert T RE,. #39712 SYTIir`1ir; 1 W 1 -- W2 ---1 W — W1 +W2. H =Y,l #H2 INDUSTRIES . (2) WINDJWS MULLED W /ONE AUOvE 'OR DETERMINING MAX ALLOWABLE f` I N PRESSURE SEE TAKES ON PAGE 5 OF 5 M 1) MAX OPENING — H OR H 11 +H2 MULL LENGTH = W OR WI -+-W2 ".:2 j MAX OPE IWG = W OR W 1 +W2 MULL LENGTH = H1 tIICHORS T PE ANCHORS: TYP£. - 13 - , - C" OR "O BOTH ENDS H TYP. MULLION CLA2ING GLAZING { PRODUCT PRODUCT h-wT W2 1 W3 W W W 1 +W2 +W3 tt = #H2 MULTIPLE WINDOWS /MILLED w /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON 'DACE 5 Or 5 M3 MAX OPENING = H OR 1-11 +H2 MULL LENGTH = W OR II 14-WR z ku i :,rtN/AG = W 1 +W2 OR W2+W3 MULL LENGTH = PRUD UCr FiEV!SED u implying with the Fioridt Bailing Cade cptance r(o 0- 01.6 El/ Medal iliJe Product Cow rut �~ thl..ser a I Dr ,, n By: Dote: I } . . jot P:� . P . • �. ,.4/28VOD 1 . ser; ARRANGEMENT • DETAIL TUe: , ".5TO.: WALL MULL ON w GLAZING PRODUCT 1( Iii APPROVED Al COMPLYING NM 71i R`r SOUTH FLOW. WILDING COOS f OfZE . JUN 7 >R By ! /fiTt1, 4„ ,A P1tODt"rgROLDi\r1SIOY, Bth1OItIG CODE COMPUAt4CEOFFICE • j ACCE°TM CEHo. 00 - Cq lZ .OS' 1070.' TCCHNOLOGY ORrvr NOKOMIS FL '34275 Series/0'04e: P.O. BOX 152 S NOKOMIS, FL.. 342 MULLS 1 1 P.G . T. uuLtION CLIP COT FIANCES Orr Or /Alt CLIP 70 I ORM A 1.1- C FLANNEL AND tHSTALL AS SliOWN 7x MULLION MULL = FOR I MULL P.C.T. 7.. uuctION \ F.C.T. ituwohr 1 213 MP), 1h (TYP,: TYPICAL MULLION TO MULLION INSTALLATION TYPE A. eCACK IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A P1C7ORL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF MOORS PLEASE REFER TO. CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE RE073 FOR YOUR SPECIFIC APPLICATION. 1 _2- OR • ....... M N : r (Typ), ( WP ): 4 MIN. I ml .IRUCTURE WITP WOOD aUCP: TYPE - 13. I BEE 1 1. FOR MULL SIZE ANO QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. DUANTITY OF ANCHORS FOR MULL--TO—CLIP 13 THE. SAME I • AS THE OUANTITY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT FIL-2902, 2903 AND 2975 172 STAGGERED ON OPPOSITE SIDES I" (SO AS Nor TO miratr134E 7Th' / EACH OTHER) : • /12 S.M,S. (799/) ....) R...L rASITRCRS uu57 RE akor. Coufrr APpRovro. SEC Non: / 1 - 2 OR 4 • 172 STACCERW Orr OPPOSITE SIDES (50 AS MOT TO .r 07)1ER,1 SCC N /1 /72 w200 SCREW (ism MW. Prn ono WOOD RUM ALL FASTENERS .uosT 2E f7. COUNTY APP.W3IST 7(/ prow TRICK RD.:ova) To com.Ror Robert L. Ciark;...E. P.E..439712. P.C. T. m1.11„L1ON \ .7 - w000 SUCK • INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 ,voKours. F1. .3 NOK,01.0S. FL 3477 2-h (7)-P). (ry) - . 4 utiv. mw 2 " I-2 Or; — r— TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVE FROM CONC. TYFE "C". 1.11N.— /12 cm, S.u.S. O S ppo TAGC s E nE RED stor ON s (SO AS NOT TO INTER/IRE »171f • cAcii opiER) e SEC NOTE /1 OR /2 MIN. I, 1. TYPICAL MULLION TO STRUCTURE WITH WOOD j3UCK AND CONC. TYPE - 01 Oft, • P,J.P. • Date: 4/28/00 1 • • • Des cri'p Gorr: 7;77e: CLIP & IIV.STALIATION 'I SID. .1/YA,LL MQLLIOIV 5 rie;./Itadet: • Scale: :Site< 1: • i 5 NTS 2 or 5 TAPCON (246/) MIN. ri PEN:TRAP:X.1 1f4TO CONCRETE OR MOCK STRUCTURE •ALL FASTENCPS uUST BE aka COUNTY APPRONTO. Norr /1 4 /22 F.H. STAGGERED ON oPPosrrr S10E5 (50 AS NOT ro 1 INTERFERE WITH EACH OMER) SEE NOTE /1 riionucTitEMSED es rompi7Lig with Osi Bokilog code • Anratan c-e N062-0 WI-05 E4gratloo Dtie Cc" BY ' le . ;tr t , Kum, D s d r : P t Coeurn • DETAIL uue t rApcoN (2461) OE DAT>r _ sari. 1 PENETRAIZON 1N7O CONCRETE OR &ad< STRUCTURE. ALL FASTENr^ oriST - NOTE /7 • APFROVEO AS COMPLYING VH TI S3UT17 aortionauttorriG an€ oAt IUN 7_1_1 M_ PRO L. SicON ROL. OWCSIO:l BUILDING COOE c‹..A.:PLIArg..',.r. OF FIrr A rib qc 7" . !? Oro No, • 660 • - IMPORTANT: OUANTI TY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY _OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL IMULL SIZE I r 1 1• 'X L X .1 x 4 x • 1T ll A' 1J A 1 MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSfON DWG 6 r099 8 ,WIN. FROM ENDS (TYP) 1 4 MAX. 8 MI 1 MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1059 INDUSTRIES SHM • NOTE: ,2L 1. REFERENCE TEST REPORT • FTL -2902, 2 AND 2975 1070 rEch*LoGY 08rtc _ P :O. 80X. 1529 N0 01alS; FL 3 NOKOMiS. FL 34274 3 4 P.J.P. [ . 4/28/00. miry. FROM END (TYP) 1 MULL CL IF W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 10 °9 ( L` e- o I 8 1 WILL CLIP l4VTABS REMOVED FCUR (4) ANCHOR LOCATIONS EX.7RUS,ON DWG 1 1099 PRODUCT REVISED as c c piythg .lx i IIIe FDorSds Duldleg Code Acceptance Ne 02-0701.05 Expiration fo!e_ /213 f Lax Qu r Mill Dade Product Coo imt DIrtCroa Rend ay: LDaie: ' CAkd Ry. [Cate: ! n v.3idfi1: D.c Sy. I Do4e: I. I DescrlpGon: " MULLION CLIP ANCHOR LOCATION T i "" STD. WALL. MULLION Scaiesjuoaf�l: Seate :' ' Sheet: - MULLS ntTS 3 . :or 8 MIN. FROM END (TYP) i.P ? F4OVT:O A5 (:OIJPLv HG mu 1 111E ;Q I J rr; Ft4t BATE -lv�• n No. 6620 t�1;tlDirK�Citi E ttaVry 4Lfiii10i UDY:JIOU t _ J ?+14LQIrIG GOtE CtuirLIAN.CE OFFICE nr.0 rc Hrt pp' O r 1 (TIP) 3 A NOTE: 1 ,4'EFERENCE TEST . REPORT FTL -2902, 2903 AND 2975 i x STD. WALL MULLS MAT'L 6063 —T6 . •• ,)74-Y. Robert �.: Clarc, _ F P.E. #39712 Situcti rai IND..USTRHES 3 4 J n EV3o ay: Dro.r, Ey: Oescripf:an: PROFILES 1070 TECHNOLO;Y DRNE P 0., 80X 1524 NOKOMIS, FL 34275; NOKOMIS, FL 34 27 1 (TYP) 8 FRODUCT REYISED szcoarp ? g wLh tb: Florida 8a1ct3a Cow Actcptancc No O2 -O ?J1.OS EFp4rn!lnn Dare fY f ZF4 j &G.. Ete FSi= OntSx Pr-. duct Con! r . 0 I Divlion CA4G 0y JOIE: j Rc+15;ona: I: • • ./2 rue :, „ STD ,WALL MULLIOI Serie /M Scoa: SAcet: . APPROVED AS COMPLYING W11 L L THE sourH F f I ?A tr DATE UE iPr 0Y` alfirir PRO L.T-CONTROt. OMSIoN r" BUILDING COLE COMPLIANCE 0 ACCEPT &NC[ tlo D D- O `! ► z• e S �.0-,i No: _ • 1 Rev; 6620'. 12x.125 -- _ OPENING WIDTH IN INCHES 2 Anchors J0 r 60 70 1 42 129 1 115 107 - -- 4.8 83 F 67 1 50_625 70 61 55 54 _ 57 1 4 44 60 41 ( 35 31 63 35 30 27 66 30 26 23 ( (: LO 2 Li i J -1 76 20 7 -1 15 17 78 18 ^ 15 84 90 1 - r - 108 - - - - -- -1- - f 90 72 •. - - 461 59 50 _has -- 4 -1_- 3-5 ii i 38 1 32_ ( 144j 17 1 - 53. •43 30 28 80 1 90 104 ! 103 63 I 61 52 ( 50 41 1 39 29 1 27 24 j 23 100 103 61 49 38 26 22 18 1 - i 1 111 - - t 1 1441 - - - - - OPENING WIDTH IN INCHES r - - REFERENCE TEST REPORT t- I L-2902, 2903 AND 2975 110 120 103 103 61 61 49 49 38 38 25 25 21 20 18 1-7 47. 1 43 39 37 35 38 1 35 1 32 30 28 27 1 24 �. 22 .20 19 24 1 22 1 20 . 19 .17 1x4x.125 [____ _ _ 4 Anchors I 50 F60 70 80 1 90 1 100 110 120 42 170 170 1 170 170 1 1 1 170 170 170 - I ! - - - 48 .170 1 170 1 170 1 170 1 170 1 170 1 170 170 5 0 : 6251__ 170_ 170 170 } 170 1 170 1 170 1T70 170 , 170 _ _ 170 . 1701 170 1 162 1 158 157 157 _ 60 _ 170 _ 170 157 1 143 1 134 1 127 124 122 - 66 170 63 _ 170_ _ - 160_ 141 128 1 119 112 J 108 106 __-- - 145 127 115 1 106 100 96 93 _ 72 142 120 105 1 95 1 87 81 77 74 76 120_ 1 102 1 90 81 1 74 69 65 63 78 111 j 94 1 83 74 1 68 63 60 57 84. 88 75 65 59 1 53 49 46 ' 44 130 1 160 103 103 61 61 49 49 38 38 25 25 20 20 1-7 17 130 160 170 170 170 170 170 170 157 157 122 122 106 106 92 92 72 71 61 59 55 53 42 40 33 F 27 24 18 16 1 'NOTES: 1: MAXIMUM • ALLOWABLE PRESSURE IN PSE 2- .DESIGN IS BASED ON OPENING, WIDTH . FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME- SEE . SHEET 1- Robert' T . C! a rk,..PF. 09712 Strtictu�at [NDUSTRJES • itevse EK j tic: 1 Sr j...:.. e- i . :.c-:: l 1 1; • Oescripf:on: PRESSURE rue-. Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening - Width Mull Length Multiple iMiulled Units ' Mull Length \Opening Width CHARTS 1 .f STD. WALL MULLION Scrrei /Lade!• [07o. - TECHNOLOGY DRIVE p -0. 80X [529 'NoKO[(S. FL J4275 rrOvow[TS; ft' .34274 MULLS sc,„,• Shcc f: NTS s o . PRODUCT REVISED s� complykr: *tilt now Fieaidr8 Beldtsg Cade A-ceptaste No 02-0 01 - 05 Fzpl at Date Oro, :n9 No. Mls ..1 !late DiAllne Product Cekirot APPROVED AS COMPLYING VA Tdt TICE SOUTH tI A U1 Dl OIDE Z 101 RY 7/ PRC-D ,g_GONT DIV1S10Hf oUIl0ING CODE COMPLIANCE OFFICE ACCEPTS CE No 00 -U4r Z. ol 6620 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16"HS,.090",3/16"HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80,000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 -90 0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 _ 90.0 -90.0 90.0 -89.3 89.3 43.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.7 89.7 -86.5 86.5 44.000 -90.0 90,0 -90.0 90.0 -90.0 _ 90.0 -90.0 90.0 -87.3 87.3 _ - 84.0 84.0 45.000 -90 0 90.0 -90.0 90.0 -90.0 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -86.7 86.7 -83.3 83.3 -79.8 79.8 , 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 77.3 ' 48.000 -90.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 83.6 -79.9 79.9 -74.8 74.8. 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 6 1/4" MAX. 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. O.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS MAX. 0. C. AT HEAD & SILL = 13" W/ #14 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1 /4 " TAPCONS MAX. 0. C. AT JAMBS = 11 1 /4 " W/ #14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1 /4 " MAX. 0.C. W/ TAPCONS F 11 1 /4 " MAX. 0.C. W/ #14 SCREWS ___ 6 3/4" MAX. 17" MAX. 0.C. W/ TAPCONS 13" MAX. 0.C. W/ #14 SCREWS Rooe't L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd 9y: F.K. Revsd By: F.K. Revsd 8 Y: F.K. Revsd By: F.K. Revsd By: F.K. Revsd 9y: D.B. Drown Ely: D.B. Dote: 9/9/02 Dote: 8/13/02 Do e: 7/ 10/02 Da e: 5f 9/02 Dote: 11/6/01 Dote: 1/29/99 Date: 2/16/98 Description: ELEVATION Title: ALUMINUM FIXED IMPACT WINDOW Series /Model: PW -701 Scale: NTS Revisions: F- REVISE ANCHORS SPACING Revisions: E- REVISE ANCHORS & NOTES Revisions: D- REMOVE TEMPER OPT Revisions: C -ADD COMP. ANAL. TABLE Revisions: B -TB & ADD EXTR. Re vi sions: Sheet: 1 of 4 reeeucy p4ils WO ale Florida 'Aft Cole Asesperge 02 -0716 03 Owl 204- Mei Dna Pre/lief Ceisrf OWE Drawing No. 4214 Rev: 1 ITEM • DESCRIPTION V.T.# QTY. /LOCATION VENDOR VENDOR NO. 1 Frame Head & Sill 612241 1 eo. Alumax AF -12241 2 . Frame Jambs 612242 2 Alumax AF -12242 3 .688 x .500 Channel Gloz. Bead 6533402 4 Alumax AF- 533402 Seam Seoler 6SM55W Schnee— Morehead SM5504 5 Closed Cell Foam Tape 61308 4 (between bead & glass) Stik —ll 1308 6 18 x 1.000 Ph. Pn. SMS 781PQA 8 (Frame Assy. screws) Merchants Fasteners Q ' - 0 L - or 7 Silicon Bock bedding 62899C Dow Corning 899 8 7/16" (454) W /SOLUTIA PVB INTERLAYER 1 H.P.G. 9 7/16" (454) W /DUPONT PVB INTERLAYER 1 H.P.G. 10 16 x .875 Ph. Fl. Self —tap 7PWSW Bead screws. 2 1/2" from end, 20" centers Fastec -H .—.312 0 0 ' ... 0 © — . . - - 1 1 - , — . 0 6 2 2.784 2.784 - . .062 .688 . 874 — .500 II 1 j .312 . 688 O GLAZING BEAD 6063 —T5 ALUM. .062 I .688 H .874 1-s-- - O FRAME HEAD & SILL O FRAME JAMB 6063 —T5 ALUM. 6063 —T5 ALUM. rimmuc Worm w l"' ve 1 PSMIg Cede De"�"`� p7/ 03 �' Revsd By: F.K. Date: 9 9/02 Revisions: F--NO CHG THIS SHT Roved ey; F.K. Do e: 8/13/02 Revision :: E —ADD DIM., ORIENT. O • Revsd By: F.K. Dote: 7/10/02 Revisions: D —NO CHG THIS SHT Roved 8y; F.K. Dote: 5/9/02 Revisions: NO CHG THIS SHT ^f �y�sleN■i Doe DCT 4 ;� .aip} —1 i - /7,- lf Robert L. Clark, P.E. PE #39712 Structural NDUSTRIES Revsd By: F.K. Date: 11/6/01 Revisions: TB & ADD EXTR. 154^111. ^ Mad Dole Fro iICabal Whin Revsd By: D.B. Dote: 1/29/99 Revisions: -" � - " , .• Drown By D.B. Dote: 2/16/98 .. Description: EXTRUSION PROFILES & B.O.M. , 1 ; 10 NOKOMS, FL 34275 P.O. 130X 1529 NOKOMIS, F1 34274 Title: ALUMINUM FIXED IMPACT WINDOW Series /Model: PW-701 Scale: NTS Sheet: 2 of 4 Drowing No. 4214 Rev: F MAX. HEIGHT EXTERIOR 2.784 to MAX. DAYLIGHT OPENING = WINDOW HEIGHT — 3" VERTICAL SECTION HORIZONTAL SECTION 3/16" HEAT STRENGTHENED OR EXTERIOR ,o 7//z Robert L. Clark, P.E. PE #39712 Structural MAX. DAYLIGHT OPENING = WINDOW WIDTH — 3" a T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MAX. WIDTH EXTERIOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACITE) 7/16" GLASS BITE Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: F. K. Revsd By: F. K. Revsd By: D.B. Drown 8y: D. B. Title: PW -701 Date: 9/9/02 Dote: 8/1 3/02 Doe: 7/10/02 Doe: 5/9/02 Dote: 11/6/01 Dote: 1/29/99 Date: 2/16/98 Series /Model: Scale: GLAZING DETAIL: 7/16" LAMINATED GLASS NTS Revisions: F —NO CHG THIS SHT Revisions: E —CHG 1NTERL, & DESIG. Revisions: D— REMOVE TEMPER OPT Revisions: ADD TEMPERED GLASS Revisions: TB & GLAZING DET. Revisions: Description: SECTIONS & GLAZING DETAIL Sheet: 3 of 4 2.784 PRODUCT REVISED • will Ile Florida Codo Moopisoostiopa - 0714.0 fly Wool dett'I�ct A C it MAW ALUMINUM FIXED IMPACT WINDOW Drawing No. 4214 Rev: F 1/4" TAPCON (SEE NOTE 1) . 1/4" MAX. 4 a TYP. HEAD, SILL JAMB 1 1/4" MIN. 4 4 • a .4 4 INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -19 71 #14 PANHEAD N 1/4 Robert L. Clark, P.E. PE #39712 Structural 1/4 " —.— MAX. 1 1/2" L. MIN. TYP. HEAD, SILL JAMB T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Title: Series /Model: PW -701 4 Revsd 8 y: Date: F.K. 9/9/02 Roved 8y: Dote: F.K. 8/13/02 Rend Hy: Date: F. K. 7/10/02 Rend 8y: Date: F.K. 519/02 Revsd 8y: Date: F.K. 1 1 /6/01 Revsd By: Date: D. 6. 1/29/99 Drawn 9y: Date: D. B. 2/16/98 Description: ANCHORAGE Scale: NTS INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Revisions: F -CHG SCREWS TO 114 Revisions: E -CHG BUCK NOTES Revisions: 0 -NO CHG THIS SW" Revisions: ADD 1/4 TAPCON & NOTE Revisions: TB & NOTES Revisions: ALUMINUM FIXED IMPACT WINDOW Sheet: 4 of 4 MRODUCi' RIMMED web the P1KiRt addk C . 02-071‘• 6 3 s s 4 ,.C.l,A ► DoIle Cab* Illbbir Drawing No. 4214 Rev: