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WS-08-1875
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Inspection Date: December 09, 2008 Inspector: Bruhn, Norman Owner: CANTON, SPERO & CHRISTINE Job Address: 1025 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ENCORE SERVICES, INC. Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050170110 Lot: Phone: (305)253 -5211 Building Department Comments CC Passed 0,(1:414,1sig---- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, December 8, 2008 Page 1 of 1 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16"1.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 PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATES GLASS••■• COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 1,44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 04. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. 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 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ,a7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. CONFIGURATIONS OPTIONS 2 x x 0 x 3 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 • • • •• • • 0 O 00 • • O 000 • .. ••• ••.,••• • • • •s•. • • • • • • • titegiajai lz�•1 • .. • • ••• • • 00 000 •• •• .f.•• • • • PRODUCT RENEWED Is cotozgylog orbal 11 nerick !;midi^ ^g C.245.* .qtr .. eeP. : BY Mb3m Uivis , Revsd By Date: F.K. 3/25/03 Revsd By. Date: F.K. 7/10/03 Revsd By Date: F.K. 6/23/05 Drawn By Date: F.K. 12/17/02 Revisions: ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Ravis C NO CHANGE THIS SHEET Revisions: D Checked By ADD 76" HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Date: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better DescnPNnn: NOTES AND TABLE OF CONTENTS rare: ALUMINUM CASEMENT WINDOW, IMPACT Sertes/Modet CA -740 Scale NTS Sheet 1 of 13 Drawing No 7045 -8 Raw. Lucas A. Turner, P.E. PE #58201 Mechanical • A 1/8" ANNEALED OR HEAT STRENGTHENED —4-- GLASS --.090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS 46 .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS ■-• 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT f -- STRENGTHENED GLASS .65" NOM. GLASS BITE Revsd By: Date: F.K. 3/25/03 Revsd By. Date: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By Date: F.K. 03/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS jj 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT - .090 PVB INTERLAYER - -3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13 13/16" I.G. W/ 7/16" LAMI 0 GLAZING DETAIL • • • • • •• • • • •••• • • •••• • •••• •• • • • • • • •••• • • •• 111R • WA As Asias • • • ' •• • • • • .• • • • •••I•• • PRODUCE` Revisions: B REDRAW GLAZING DETAILS & ADD 13/16" I.G. Revisions: C NO CHANGE THIS SHEET Revisions: D Checked By ADD 13/16" LAMI 1.G. W/ 7 /161AMI & CORRECT 5/16" LAM/ DETAIL Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DesalpG GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model. CA -745 Scale: NTS Sheet. 2 of 13 Drawing No 7045 -8 Rev: t 1/24/a-cr- Luca s A Turner, P.E. PE #58201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" 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. 1 4" MAX. f 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. -- -"-- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. 1 1 4" MAX. I 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 30" MAX. -+- DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION `. `°' • • / / / 1 /\ X \ \ V \ X SEE MEETING RAIVDETAIL AYP. (2) \. X / 2 / / / / / J X \ \\ 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 30" MAX. -+- DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION `. ,\i V V \. X / 2 / / / / / J X \ \\ O A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13" MAX. O.C. 1 I 37" MAX. VENT TYP. 60" MAX. FIXED 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) . • • .. .. • • • • • .. PRODUCT RENEWED as complyinr, with he Sorid3. Revsd 8y F.K. Date: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Revsd By F.K. Dale: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd ay: F.K. Date: 6/23/05 Revisions: D CHANGE MAX. HT. TO 76" AND MAX DLO TO 69" Dream 8y: F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOM /S, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OET Descriptltm: "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Viiabli*Better $eriestModet: CA -740 Sr�e; NTS 3 of 13 Drawing No 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical .... • • • ••• • • • • .. .• • ... • • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. oc . HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY .j 4" MAX. 4" MI AX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) --37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT C 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O.C. 4" MAX. 4" MAX. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" i MAX. — O.c. 4" MAX. 4" MAX. 30" MAX. 53" MAX. -- DAYLIGHT OPENING DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 / t t 1 1 4 69" MAX. DAYLIGHT OPENING 1 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / X\ / / X A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT C 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O.C. 4" MAX. 4" MAX. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" i MAX. — O.c. 4" MAX. 4" MAX. 30" MAX. 53" MAX. -- DAYLIGHT OPENING DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 / t t 1 1 4 69" MAX. DAYLIGHT OPENING 1 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 1 13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) A 76" MAX. HEIGHT • • • • • •• • •••• • • •••• • • •••• • • •••• • • • • • • • • • • •• • • •••a•• • • ••• 1•• • • li ISE% • ••• I• • • • • • • PRODUCT RENEWED es complying with the FleiIItz 5:aidletg Co Acas,vinstee No Ezpiinalima Ft, Revsd By: F.K. Date: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Revsd By: F.K Date: 6/23/05 Revisions: C ADD HINGE DETAIL & HINGE LOCATION NOTES Revsd By: F.K. Date: 7/10/03 Revisions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Drawn By: F.K. Date: 12/17/02 Checked By: F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 V=. . Bey Description: "X ". "O" "XO" & "OX" ELEVATIONS rte: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Scale: NTS Sheet: 4 of 13 Drawing No 7045 -8 Rev: D L- ((/'-, Vor Lucas A. Turner, P.E. PE #58201 Mechanical • / / X ■ O A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 1 13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) A 76" MAX. HEIGHT • • • • • •• • •••• • • •••• • • •••• • • •••• • • • • • • • • • • •• • • •••a•• • • ••• 1•• • • li ISE% • ••• I• • • • • • • PRODUCT RENEWED es complying with the FleiIItz 5:aidletg Co Acas,vinstee No Ezpiinalima Ft, Revsd By: F.K. Date: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Revsd By: F.K Date: 6/23/05 Revisions: C ADD HINGE DETAIL & HINGE LOCATION NOTES Revsd By: F.K. Date: 7/10/03 Revisions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Drawn By: F.K. Date: 12/17/02 Checked By: F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 V=. . Bey Description: "X ". "O" "XO" & "OX" ELEVATIONS rte: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Scale: NTS Sheet: 4 of 13 Drawing No 7045 -8 Rev: D L- ((/'-, Vor Lucas A. Turner, P.E. PE #58201 Mechanical • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A "X" WIDTH ,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,318" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 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 NEG -90.0 POS NEG POS NEG POS NEG POS NEC POS NEG POS 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 24 A -90.0 70.0 70.0. -90.0 -90.0 70.0 70.0 -90.0 - 90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -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 -90.0 -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 70.0 B,E -90.0 261 /2 A -90.0 70.0 70.0 -90.0 70.0 -90.0 -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 -83.6 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.4 -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 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -90.0 -58.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -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 32 r A -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 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 34 A -75.0 70.0 -75.0 70.0 - 75.0 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 -90.0 70.0 -87.8 70.0 70.0 B,E -75.0 70.0 -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 -75.0 70.0 -75.0 70.0 -75.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 B,E -75.0 37 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 54.3 70.0 -51.1 70.0 51.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -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 70.0 38.6 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 TABLE 2. ' -75.0 70.0 -75.0 70.0 "X" WINDOWS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 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" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 775-7 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: Date: F.K. 3/25/03 Revsd By: Date: F.K 7/10/03 Revsd By. Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 X • • • • • • • • Ala OM • • Wortia • • • • • • • • • PRODUCI" RENEWED co complying with dor Florid& Balding Cada Acceptance No 'Pi; Date rl...Vir4/ ids a Revisions: B ADD GLASS TYPE E TO TABLES 1 & 4 Revisions: C NO CHANGE THIS SHEET Revisions D Checked By. REVISE ANCHORS & ADD 76" HEIGHT OPTION Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.'BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 7045-8 :27 f 17:17165-- PE #58201 Mechanical • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS 37 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG POS -75.0 70.0 NEG POS NEG POS NEG -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEG POS -75.0 70.0 -75.0 70.0 NEG -75.0 POS 70.0 43 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 48 531/8 57 A A A -75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 - 75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -74.4 70.0 70.0 70.0 -75.0 -75.0 -69.6 70.0 70.0 69.6 -75.0 -75.0 -65.2 70.0 70.0 65.2 -75.0 -72.1 -63.0 70.0 70.0 63.0 -75.0 -69.5 -60.8 70.0 69.5 60.8 -75.0 -67.5 -58.0 70.0 67.5 58.0 60 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 64 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 47.7 68 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 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 74 42.2 -39.7 39.7 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 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 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" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 X X • • • • • • • • •••• . . • • ••.. •• • �'R v D • • .1 ,It7irw' 'ter • •• • • • •• •• •• • • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: L 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd 8y: Date: Revisions: Revsd Sy: Date: Revisions: Revsd Sy. F.K. Date: 6/23/05 Revisions: D REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Drawn 8y F.K. Date: 12/17/02 Checked Sy: Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better asso*fhn: PRESSURES - XX CONFIG. WINDOWS rrte: ALUMINUM CASEMENT WINDOW, IMPACT SeriealModal: CA -740 Scale: NTS Sheet: 6 or 13 Drawing No. 7045 -8 Rev: D PROMO' RENEWED as complying with Mc Eforfrk Wang Coda Acceptance No Ilea Dab Lucas A. Turner, P.E. PE #58201 Mechanical • • • • ••• • • • • •• • ••• • •• • • • ••• • • ••• • COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "H5,3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS 26 _ 31 36 38 3/8 43 48 50 5/8 • 54 57 60 63 67 72 76 "0" "XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG -POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 36 72 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 -5t1 -47.9 47.9 -44.8 44.8 -42.2 422 -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 _51.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -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 - 55.0{55.0 - 55.0155.0 - 55.0155.0 37 74 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 • . 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,F_ -90.0 70.0 -90.0 70.0 - 90.070.0_ -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 - 55.0155.0 -55.01 55.0 -55.01 55.0 3912 79 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 43.6 -41.1 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,F -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 - 55.0155.0 -55.01 55.0 -55.01 55.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 -62.4 - 58.4 58.4 -63.3 63.3 - 56.4 56.4 4 - 53.53.4 - 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 70.0 -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,F -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 -55.01 55.0 -55.01 55.0 -55.01 55.0 45 90 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,F -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 - 55.0155.01-55.01 55.0 -55.01 55.0 48 96 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0_ 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 - 55.01 55.0 - 55.0155.0 - 53.21 53.2 5012 101 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,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 - 66.8 66.8 -63.5 63.5 - 60.5 60.5 -55.01 55.0 -52.61 52.6 -49.61 49.6, 531/8 106 3/8 A -75.0 70.0 - 58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 - 46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 -36.2 -36.2 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 -72.4 70.0/ C,F -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 -63.0 63.0 - 60.0 60.0 -57.3 57.3 -53.81 53.8 - 49.4149.4 - 46.2146.2 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -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 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 -71.8 70.0 C,F -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 -52.81 52.8 -48.41 48.4 - 4521452 5512 111 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -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 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,F -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 -51.1 51.1 - 46.8146.8 - 43.6143.6 57 114 A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 - 462 46.2 -42.5 42.5 -412 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 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 -73.3 70.0 -69.6 69.6 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 - 58.7 58.7 - 55.9 55.9 - 53.2 53.2 49.4 49.4 - 45.2 45.2 -42.6 42.6 5812 117 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 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.1) -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 -68.4 68.4 C,F -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 54.5 -51.6 51.6 -47.8 47,8 -43.6 43.6 -41.7 41.7 60 _ 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 35.5 -33.7 33.7 120 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 -73.3 70.0 -71.0 70.0 -67.4 67.4 , C,F , -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 - 53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 _ -40.81 40.8 TABLE 7. "0" & "1/4-1/2-1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3116"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH (90.0170.0 TABLE 7A. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 12 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) 1 4 X 1 2 0 4 X 0 • • • • • •• • • •• 0000 • 0000 00 • • • • • • • i'iROVIA '1 4'9 •- Oft 40141,4 •• •• •• • •- ••• •• i •0• •.e • ••i.••- 410 O0 00 OS 00 000 • .• ••e+••• • e • • e • PRODUCT RENEWED as emptying ng with thg i+%rhk &Mime Code Acceptance No Date t4. ►,7�j'I,/i/ii/ii By Davis -. n Revsd By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 6 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By.. F.K. Drawn By F.K. Date: 6/23/05 Date: 12/17/02 Revisions: 0 Checked By CHANGE ANCHORS AND ADD 76" HT. OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desemeon: PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Titre: ALUMINUM CASEMENT WINDOW, IMPACT Sedes/Modet CA -740 Seats: NTS Sheet 7 a 13 Drawing No. 7045 -8 (v;i1r74'r Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH 3 HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 r -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 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 53 1/8 79 2/3 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 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 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 64 96 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 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 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 72 108 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 74 111 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. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 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 "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 1 1 1 3 3 3 X 0 X X O • • • .. • • •••• •••. • • •4•• • •..• •. • • • • • •••• • . • •• MargaiLVISEI : • • •• • • • • • • • • • •••••• • • • TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as copying with the Fiarid3 Metidieg Cede Aae ptsm Nu Expiration De Roved By: F.K. Revsd By: F.K. Date: 3/25/03 Date: 7/10/03 Revisions: 6 Revisions: C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Revsd By F.K. Date: 6/23/05 Revisions: 0 CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better Description: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/Model: CA -740 Scale: NTS Sheet 8 or 13 Drawing No. 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical • COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16 "HS) HEIGHT WIDTHS 70.0 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 - 60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 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 C,F -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 -55.01 55.0 -55.01 55.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -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 36.9 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,F -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 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 55.0 -55.01-55.0 95.973 27 42.973 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 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,F -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 -73.120.0 -55.01 55.0 - 55.0155.0 -55.01 55.0 , 108.649 30 . 48.649 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 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,F -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 - 55.0155.0 - 55.0155.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 - 36.6 36.6 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 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.020.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -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 -52.1r52.1 -47.71 47.7 - 44.6144.6 123.135 34 55.135 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 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0_ -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 - 47.2147.2 - 44.0144.0 126.000 34.791 56.418 -75.0 70.0 -45.5 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 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,F -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 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.896 A -74.4 70.0 -43.6 43.6 -41.2 412 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 362 - 34.3 34.3 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,F -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 -48.1 r48.1 - 43.9143.9 ,- 41.9141.9 130.378 36 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 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 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,F -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 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 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,F -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 ,-46.3146.3 - 42.8142.8 - 40.8140.8 , "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 a GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I-55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4" 554 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL UTES x 0 UNEQUAL LITES 0 x UNEQUAL L TE4 • • • • • • • •• • • -- -gall • •••• • • •••• •• •. • • Pas ror ptyC's:ig c�1G 6h Faye �Ceic Cti9 Ales; ; . • - • Revel By F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 11 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Rend By: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By: F.K. Dale: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Series/Madsl: CA -740 Scale: NTS Sheet 9 a 13 Orewb+a No. 7045 -8 Rev: D Lucas A. Tumer, P.E. PE #58201 Mechanical ••• •• • • •• • ••• • •• • •• ••• • • • ••• • • •• • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT jr1 OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE — DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) - MAX. WIDTH (SEE SHT. 4) — HORIZONTAL SECTION - X • .. .. • • IP II, 'r REVIb..' with tile .. • • .. .. • • • ..,.•• • • • • •S•ta. ...... • • • • PRODUCT RENEWED es cemp(yfing with the F7ori & %luiding Cede Acceptance N. • : • 1/ Date zrAuv,4, Revsd Br. F.K. Date: 3/25/03 Revisions: B ADD 13/16" J.G. GLAZING BEAD ITEM Revsd By. F.K. Date: 7/10/03 Revisions: C SHOW TOP HINGE Revsd By. F.K. Date: 6/23/05 Revisions: D CHG SHT. NO. REF. AND ADD ITEM 89 Drawn Br F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 I T_ De: SECTIONS Tftle: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Modek CA -740 Scete: NTS Sheer 10 or 13 Drawing No. 704458 Rev: D I14( /Or Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" 440" .095" I CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" -- 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A; • • .. .. • .... • • .... .. • • • • • .... • .. • • • • • • • • PRODUCT RED on complying with the F Ampler= Plo doe Etta BY #D • ; Rend By F.K. Date: 3/25/03 Revisions: 8 NO CHANGE THIS SHEET Revsd By: F.K. Date: . 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Date: 6/23/05 Revisions: D ADD ITEM 89 Drawn By F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Series/West: CA -740 Seale: NTS Sheet: 11 of 13 Drawing No. 7045 -8 Row D Lucas A. T me,, P.E. PE #58201 Mechanical • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 _ 7024 13/16" _ MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3/16HS & 3/16HS GLASS W1IH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & ILH.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X 1" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAM1= (2) LITES OF 1 /8 "HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI= 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAME = 3/16HS & 3/16HS GLASS W1IH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" I + * 1 .865" .050" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" -0-I I .865" .050" 7/16 " GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 1.000" CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 T ' 993" EF- .289 " .040" --f - 1 �-- - .172" .870" � II .050" T -- 1 I ---- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" ---1 1.124"r- A INSTALLATION HOnQVER MA •L .$ 163 1'Q••• DWG# X007'....' • 1 2.701 • • ••.. • •••• • • • • • • • • • •• • ••• • ••• • ••• ••• ••i • ••. • PRODUCT RENEWED ss complying with the Hort& Belding Code AcceptanzeN .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Roved By F.K. Date: 3/25/03 Revisions: B ADD 13/16" LG. GLASS & GLAZING BEAD Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revs- By F.K. Date: 6/23/05 Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Drawn By: F.K. Date: 12/17/02 Checked ed By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT_ Desaipfan: PARTS LIST & EXTRUSIONS Tale: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Sedes/Moder CA -740 Scale: NTS Sher 12 or 13 Drawing No. 7045 -8 Rev: D i aJ 1(7 -z / 2 C Lucas A. Turner, P.E. PE #58201 Mechanical • •• • •i • • • ••• • • •• • ••• • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOT: A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1 1/2" L.__ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK srW �� wsne •Ii:,,ktkli �4 fItII1f1U1ilf!{il{Ill► a •• 1 1/4" MIN. 2x WOOD BUCK (SEE NOTE 3) - A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1jl.,w1"h ,!!illl win inn A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. J 1/4" MAX. SHIM A SEE NOTE 2 tr,„„„,iiinh /If 11111 umoligi 1/4" MAX. SHIM &SEE NOTE 1 Jit --.1 1 112' MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 • II_Ik1+1I41' f1I1 1441kk11ktfiUUlIII J 11 A SEE NOTE 4 a y. A SEE NOTE 4 j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 I •• 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ••• • • • .1. • .. •••• • • •••• • • •• •. .. • • .. • • gAREVA p .6 • •l it • •.. • PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No Date Revsd By: Date: Revisions: F.K. 3/25/03 B NO CHANGE THIS SHEET Revsd By: F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D REVISE NOTES AND REMOVE 3/16" TAPCONS & #14 SCREWS Drawn By: F.K. Date: 12117/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DescripUOn: ANCHORAGE DETAILS Tine: ALUMINUM CASEMENT WINDOW, IMPACT SerlestModet CA -740 stele: NTS Sheet 13 at 13 Skewing le 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical • • • • ... • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S.AAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03 -0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL¢R ERTjrEEffilp INfgp ;,,QJNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 7:1 Revsd By F: K. Date: 4/15/07 Revisions: C ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revsd By F.X. Date: 10/17/06 Revisions: 8 CHANGE TO ASTM E 1300 -02 Revsd By. F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn By F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKO &BS, FL 34275 P.O.: ?OX 1529 NOKOMIS, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAOawwwa5 ANCHORAGE • • • • • .. .. • • • • • • • • • • .. • • •. • • • • • .. • • • • • .. • • • .... • • • • • • • • .. • • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Etnlldt ig Code Accopmrice No 0 Expiration Date Robert L. Clark, F.E. PE #39712 Structural 1/2" NOM. GLASS BITE f (60,61,62) 1/2" NOM. GLASS BITE 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8° AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS <=I EXTERIOR INTERIOR [� (ALL SECTIONS) 1/2" NOM. GLASS BITE (72,73,74,75,76,7 --•-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI . . • .. • .. • .. _ 0000 • • 0000 0040.. • • • • 0000 .. • • • • • • •••• • •• • • • • • .. .. .. 9. .. • • • .. • • • .0.. 0.40410 • • • • 9000 • • • .. 09 • .. • • • • • •• • PRODUCT REVISED an complying with the Florida Building Code Accept ' o No © — i g Expiratinon Data 3f 17 BY r/, . :411. Product J}i '- Dade ton Revsd By: Date: F.K. 4/15/07 Revsd By Date: F.K. 10/17/06 Revsd By: Date: F.K. 5/13/06 DravmBy: Date: F.K. 2/28/06 Revtakns: C NO CHANGE THIS SHEET Revtetona: B NO CHANGE THIS SHEET Revisions: A ADD AIR SPACE DIM. TO LAMI 1G DETAILS Cheated By Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 3OX 1529 NOKOMIS, FL 34274 d T Visibly Better DesorlPUan: GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedes/Modek HR710 Seale: Full 2 a 11 Drawing Na 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 84.E A,B,G,H +60.0 -60.0 +60.0 38 3/8" 48" 50 5/8" 54.E 60" 63" -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D, E, F, J, K, L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE 26" 36" 38 3/8" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0° 66" 72" A,B,G,H A,B,G,H +75.0 +75.0 -75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 WINDOW HEIGHT 48" +75.0 -75.0 -75.0 -75.0 -75.0 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 UP TO 74" C,D,E,F, I,J, K, L • • • • • • lb lb .... • • • .... • • .... • .. • • • • • .. • 50 5/8" +75.0 -75.0 +75.0 +75.0 -75.0 54" +75.0 -75.0 -75.0 +75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 60" +75.0 -75.0 +74.2 +69.6 -74.2 -69.6 63" +75.0 -75.0 +70.2 +65.2 +63.8 +75.0 -70.2 -65.2 -63.8 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) I C I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) A-A LC J. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Revsd By: F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Revsd By F.K. Date: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Revsd By. F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Pippin By F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Desmiptton: DESIGN PRESSURES • • .... • .. • • • • .. • • • • • .... • .... • • .... • • • .. .. • Ane P . ;:.;.MMMED ac c:7n ..yi::?. with the Florida Radius Code Acceptance No 07- 0815.4 iration Date ,(_ &igt f oir ... • ... • ... • ... ... Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS Sheet 3 11 Drawing No. 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural • • • .. • : 27 3/8" (+ MAX. DLO --o— VENT 54 5/16" MAX. DLO FIXED O 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. 33 9/16" MAX. DLO FIXED DLO VENT A 57 3/8" MAX. DLO ALL FIXED LITES 0 A 56" MAX DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. I 63" MAX. FLANGE FRAME ALL CONFIG. IA C . ' 73" MAX. WIDTH I.F. FRAME ---0 -1 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO A 27 3/8" H- MAX. DLO --0— VENT 27 3/8" MAX. DLO FIXED A 85 7/16" MAX. WIDTH I.F. FRAME -0- 86 7/16" MAX. WIDTH FLANGE FRAME • • DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D A (FRAME CORNER CONSTRUCTION) Roved By F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Roved By: F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Revsd By: F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By: F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desrrtal oe: ELEVATIONS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aenesfitodek HR710 scale: NTS Sheet: 4 of 11 Drawing ttla 4127 -1 4 Rev C •• • • • • 0* 000 • 0000 • • • 0000 • •• ••• • • • •• SIDS 4,000 •• • • • • • • • • 0.0• • •• •• •• • • • •• •• • • • • • • 00 •• •• •• •0 ••• • • • • • • • 0000 •• •0• • • • • 0000 • • • • • •0 ••• •• • •• • • • • • • •• • • ?'s"` ?? ? ?: r'REVISED i:: vwitb the Florida :. , 0 isatiou DPitC y�l Zo {/ Miatm .. ade ' ' uct contro' Divi nn obert L. Clark, P.E. PE #39712 Structural INTERIOR EXTERIOR INTERIOR MAX VENT DLO EXTERIOR �— MAX. FIXED DLO --� MAX. WIDTH (FLANGE FRAME SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME A INTERIOR MAX. FIXED DLO i_- MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy, FRAME) EXTERIOR SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) A EXTERIOR INTERIOR ' Wit 0 HEAD (VERTICAL SECTION, 1.F. FRAME)/ Raved 8y: F.K. Date: 4/15107 Revisions: C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Rend By F.K. Date: 10/17/06 Rav6lona: 8 NO CHANGE THIS SHEET Revsd By: F.K. Oste: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By F.K. Date: 2_/28/06 Checked Br. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I T_ Description: SECTIONS Tae: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better ser•s/MadeC HR71D Scale: Half Sheet: 5 et 11 Drawling No. 4127 -10 Rev: C MAX. VENT DLO • • • • • •• • • • •••.•• • • •••. • • • • •• •• • • • • • • • • • • •• • •••• • '•••• • ••• • • • • • • • • • •• • • • • • •• • •• • •••• • • •••• •• • • • • •• • ••• • • ••• • ••• • ••• • PRODUCT RAVLSED as complying with the Florida Cod Acc.,.ance No ration Data /74, Robert L. Clark, P.E. PE *39712 Structural •• • • •• • • • ••' ••• • • • ••• • ••• • ITEM DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 UAD PN. SMS 781PQA 16 4110 17 4054 G SCREEN ADAPTOR FIXED MEETING RAIL 6063 -T5 AL 606311D -T6 AL 64110G 64054A 19 4066 W STP.,.187 X 230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 29 4128 BRASS ROLLER WHEELS 32 4006 HORIZONTAL ROLLER SASH TOP GUIDE BRASS POLYPROP. 7BRWHL2 44128N SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 37 4126 #8 X .625 PH. FL SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 43 4141 I.F. FRAME SILL I.F. FRAME JAMB 6063 -T6 AL 64140 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OREQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYLGLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A G AZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C 59 4067 GLAZING BEAD - 7/16" W /(MILL KIT GLAZING BEAD - 13/16" 6063-T5 AL 6063 -T5 AL 6985 64067 60 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 it 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A A 1TFM DWG# REV DESCRIPTION 1 MAIL 1 PGT# 66 GLASS, " LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W/RINCS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC • • 96 SCREEN . CLOTH • e. r • • : • • • • 2.784 .062 1.988 I.F. FRAME JAMB A #4141,6063 -T6 .710 _RAJ 2.624 v 1 Revsd By. F.K. Dare: 4/15/07 Revisions: C ADD ITEMS 41, 42 & 43 Revsd By F.K. Data 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd By: F.K. Date: 5/13/06 Revisriona A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Brawn By F.K Date: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pct Visibly Better Description: PARTS LIST .062 -•-- I.F. FRAME HEAD #4139, 6063 -T6 2.710 .F. FRAME SILL A #4140, 6063 -T6 Tare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scala NTS Street 6 a 11 Drawing No. 4127 -10 Rev. C • •••• • • • • • • •• • • • • • • • • • •• • • • • • • • •• •• •• •• • • • • • • • • • • •• • • •••• • •• • • • • •• • •••.• • • •••,. •••1•• le tit • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date be L. Clark, P.E. PE #39712 Structural • 2.710 FLANGE FRAME HEAD #4102A, 6063 -T6 - -}-1F- -062 .490 k--1.451 -•1 SASH STOP #4025, 6063 -T5 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 .050 _ 1.096 f- If GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1.122 FLANGE FRAME SILL #4136, 6063-T6 HORIZ. ROLLER TRACK #4131, 6063-T6 2.279 --10-1 1.081 1-.4-- SASH MTG. RAIL #4006D, 6063HS -T6 1.187 r°5° [ 1, 678 1.096 `, 1-t-- GLAZING BEAD 7/16" #4222A, 6063 -T5 1.187 [-a- FRAME SILL ADAPTER #4137, 6063 -T6 L1.403 -►f FIXED MEETING RAIL #4054B, 6063HD -T6 1.291-.-1 SASH SIDE RAIL #4126, 6063 -T5 050 .678 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 1.096 F.050 fi lr� .678 1� r.040 .738 SASH STOP COVER #4053, 6063-T5 jam-- -2.784 n n r .363 1 .062 --.4 - FLANGE FRAME JAMB #4002A, 6063 -T6 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .050 f� > I 1 .097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Revsd By. F.K. Date: 4/15/07 Revisions: C NO CHANGE THIS SHEET Raved By F.K Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET RevsSBy F.K. Date: 5/13/06 Revlskors: A NO CHANGE THIS SHEET Drawn By F.K. Date; 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 SGT_ Description: EXTRUSIONS Tree: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better seammocee HR710 seas: Half Sheet: 7 w 11 Drewtne Na. 4127 -10 Rev: • • • • • • • .. • • es.. • • • • • • • • • • • • • • .. • • • • • .. • • . • • • • .. .. • .... • • .. • • • • .. • ••• •.. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date Robert L. Clark, P.E. PE #39712 Structural • • .. • • .. • ... • .. • .. • ... • ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 N NOTES: ANCHOR TYPE) 2 GLASS TYPES A,B,C,G,H,I G GLASS TYPES D,E,F,J,K,L 1 2,3, WOOD 2 2, CONC 1 1, CONC 2 2,3, WOOD 2 2, CONC 1 1, CONC 1 ZONES Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES WINDOW SIZE H HEAD & SILL 2 2, 2 HEAD & SILL g 2 2 HEAD & SILL g g H HEAD & SILL g 2 r HEAD & SILL 2 rn c HEAD & SILL 2 co 2 53.125x 38.375 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +02 +1 2 2 D 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 E 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 F 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 H 1 +C2 +1 +C2 +1 3 3 1 1+C2+1+C2+1 3 3 1 1 +C2 +1 +02 +1 3 3 1 1+C2+1+C2+1 3 3 1 1+C2+1+C2+1 3 3 1 1 +C2 +1 +C2 +1 3 3 I 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C3 +1 +C3 +1 3 3 K 60.000x 38.375 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +2 +C2 +1 2 2 L 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 3 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2+1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 i iL 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 D 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2+1 3 3 1 1 +C2 +1 +C2 +1 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 H 1 +C2 +1 +C2 +1 3 3 1 1 +C2+1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2+1 +C2 +1 1 1 +C2 +1 +C2 +1 3 3 1 1 +C3 +2 +C3+1 3 3 2 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 1 1 +C2 +1 +C2 +1 3 3 1 1 +C3 +2 +C3 +1 3 3 T 74.000x 38.375 1 1 +C2 +2 +C2 +1 2 2 1 1 +C2 +1 +C2 +1 2 2 1 1 +C2 +2 +C2 +1 2 2 1 1 +C2+2 +C2 +1 2 2 1 1 +C2 +2 +C2 +1 2 2 1 1 +C2 +2 +C2 +1 2 2 X 1 +C3 +4+C3 +1 3 Ho-ANCHOR QUANTITY PER JAMB • • : • • • • • • •••• • • • • • • 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +1 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 HEAD AND SILL ANCHOR QUANTITY. • 1 +C2 +2 +C2 +1 3 3 1 1 +C2+1 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +2 +C2+1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 1 +C2 +2 +C2 +1 3 3 1 • • • •• • • • • •• • • •• • •• • ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS GLASS TYPES A,B,G,H TABLE 5 GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, ;.ONC 1, CONC ZONES WINDOW SIZE W V H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL 1 +C2 +1 +C2 +1 2 ZONES 0) HEAD & SILL ZONES ZONES ZONES ZONES HEAD & SILL 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 m 5) 2 HEAD & SILL 1 +C2 +1 +C2 +1 2 HEAD & SILL 1 +C2 +1 +C2 +1 co m Q 2 HEAD & SILL 1 +C2 +1 +C2 +1 U) m Q 2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 3 3 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 3 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 Raved By: F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Revsd By. F.K. Data 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn By. F.K. Date: 2/28/06 LNtecJted By J.J. Date: 3/23/06 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI L 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • • • 00 00 0410 • • • PRODUCT REVISED as complying with the Florida Building Code iration Date FAY' IV 25 of' Acceptance No 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sertesariodet NTS amenetal 4127-10 Rev: Robert L. Clark, P.E. PE #39712 Structural • • • • • • • • • • ANCHOR QUANTITIES, XO & OX WINDOWS ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H TABLE 6 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W V H J _o U) Q o _ or co oes 0) m Q 0 wcn CO eej Q Q ZONES ZONES 0 _o Q V1 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 2 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 4 4 3 3 3 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 2 3 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C2 +2 2 +C3 +2 3 1 +C2 +1 4 4 1 +C2 +1 1 +C2 +1 2 3 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C3 +2 4 2 +C2 +2 3 1 +C3 +1 3 1 +C2 +1 1 +C2 +1 2 +1 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 3 1 +9 1 +C2 +1 2 +C2 +1 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 2 3 3 3 3 2 3 3 3 1 +C3 +1 3 1 +C3+�1./zi 1 +C4 +1 3 y1�C3 +1 2 +C2 +2 2 1 +C2 +1 2 +C3 +2 3 1 +C2 +1 2 +C3 +2 3 1 +C3 +1 2 +C3 +2 3 1 +C3 +1 2 +C4 +2 4 1 +C3 +1 4 3 3 3 4 4 4 2 +C2 +2 3 2 +C2 +2 2 +C3 +2 3 2 +C2 +2 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 2 +C3 +2 2 +C4 +2 4 2 +C3 +2 2 +C4 +2 4 2 +C 2 +C2 +2 3 +C2 +2 2 +C3 +2 4 2 +C3 +2 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4.2+e3+2 3 4 4 4 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1+ 1 3 1 +C2+ 1 +C3 +1 3 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 �I-�G3 +1 3 1+ 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1+C3+1_ 1 +C2 +1 , +1 3 1+ 1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C3 +1 3 1 +C4 +1 3 2 +C2 +2 2 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 4 2 +C4 +2 4 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 1 +C2 +1 3 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 118" A) B. 5116" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/T HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI I. 13/16" LAM! IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -118" OR 3/16" A, 3116" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAM! - (1/8" A,.090, 1/8" A) - (1/8" A,.090,1/8" HS) (1/8" HS,.090, 1/8° HS) (3/16" A,.090, 3/16° A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2 3 1 +C2 +ai3 2 +C3 +2 4 �1+C3 +1 3 2 +C4 +2 4 1 +C3 +1 3 2 +C4 +2 4 4 3 4 4 2 +C2 +2 +C2 +2 3 2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 2 +C3 +2 4 4 2 +C3 +2 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 Revsd By Date: F.K. 4/15/07 Revsd By. F.K Date: 10/17/06 R 2 +C4 +2 4 2 +C3 +2 4 5 istons• C CHG.TABLE # TO 6, & SELECT VALUES DU - TO ANCHOR CAP. ADJ Revisions: 1070 TECHNOLOGY DRIVE B NOKOMIS, FL 34275 REVISE ANCHORAGE FORMAT, HEAD & ` LL CLUSTERS Revsd By F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS 7 Y'ES G THRU L. Dtawn By: F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2 +C3 +2 13 -0- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX. - ►�F* --3" MIN. 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS P.C. BOX 1529 NOKOMIS, FL 34274 !/ Descnotion: ANCHORAGE SPACING, OX AND XO WINDOWS TMs: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serlammmdal: Scale: Sheet Draw gNo. HR710 NTS 10 or 11 4127 -10 Rev: C • • • • . .. • • .... • • .... • ... ,.. • ... ... • • • • • . • • • .. ••• . • • ... • • • • • .. .. •S• .. .. • • • • • • • • • • .. • • .... • • .... • • • • • .. • ... • ... • PRODUCT P,£VISED as conip ;'ittM with the Florida Building Cc is 0815.v Acceytaatce No • Expiration Date 2 111 By Mi • D ads Product «' D''Ion Robert L. Clark, P.E. PE #39712 Structural • • • A A MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 • : NOTE 1 A CONCRETE ANCHOR, NOTE 1 1 l4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL A 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F I;f lll;�i{fi. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO © TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTTEDITION. J 9 1 3M" EXTERIOR INTERIOR •°• MIN. E. TYP. TYPICAL FLANGE FRAME JAMB SECTIONS _ ; . e. an . Q i �1 3/4" MIN.© • E.D. TYP. MIN. 3.4 KSI CONCRETE 2x WOOD A DETAIL C BUCK, NOTE 3 1/4" MAX. SHIM • NOTE 1 A A TYPICAL FLANGE FRAME SILL SECTIONS INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. —�- SEE 1 3 /8r WIN. © NAILING • e . DETAIL D SEE NAILING DETAIL G (SILL) A DETAIL I (JAMB)A A TYPICAL INTEGRAL FIN FRAME SECTIONS • • • • • • • •• • • •••• • • •••• • • .• •• • • • • • • • • • • •• • • ••• •••• • • •••• • •• • • • • • •• • • • • • •• • •• • •••• • • •• • • • • •• • ••• • ••• • ••• • ••• ••• ••• • • Pi C_`....... t:sW Florida Ac: ;:i:.t3r. % No iratien Date By Mi • Ili— bade Product on .09 Revsd By: F.K. Date: 4/15/07 Revisions: C REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTE 5 TO FBC, CURRENT EDITION" Red ey: F.K. Date: 10/17/06 Revisions: B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Revsd By: F.K. Date: 5/13/06 Revisions: A ADD NOTE 5. Drawn By F.K Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS Tttte: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sertesletedek HR710 Half Sheet: 11 at 11 DmeingNm 4127 -10 Rev. C • • • • • • • •• • •• • • • • • • • ••• /V7 Robert L. Clark, P.E. PE #39712 Structural • • ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS H ANCHORS DETAIL A ANCHORS DETAIL A N 'T\ (^ (t .' /" M1 W1 1 W2 w W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M 1) MAX OPENING = H 01? Hi +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi { NOTES: 1. THE 33 1/3% STRESS INCREASE HAS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. H ANCHORS DETAIL "B"; "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi NOT BEEN USED IN THE DESIGN OF THIS PRODUCT ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS MULLIONS 1 ( Wl - W2 w MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wi +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MULLION H = Hi +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLO'V4Big DESIGN PRESSURI; Sil. TABLES ON PAGES 5, 6 &. J• •. MAX OPENING = tt OI4' H1 +H2 MULL LENGTH = W,,, • QUANTITY AND LOCATION, REFER TO SHEETS • • • • • • • • •. •• • • .. . • • ••.• tuts•r" anultkiftith Ridding Cede • • • Acceptance N* !., --O i v dick Y 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L.' Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. s%3 %6 St%5/06 Revisions: O—ADD NOTES 5 & 6 Revisions: C—ADD TECH. REFS. Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 1 of 7 Drawing No. 6221 Rev: 0 1 ./ \/ r�l �./ ... -'1 :71-_/ J w1 W2 W3 w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi NOT BEEN USED IN THE DESIGN OF THIS PRODUCT ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS MULLIONS 1 ( Wl - W2 w MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wi +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MULLION H = Hi +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLO'V4Big DESIGN PRESSURI; Sil. TABLES ON PAGES 5, 6 &. J• •. MAX OPENING = tt OI4' H1 +H2 MULL LENGTH = W,,, • QUANTITY AND LOCATION, REFER TO SHEETS • • • • • • • • •. •• • • .. . • • ••.• tuts•r" anultkiftith Ridding Cede • • • Acceptance N* !., --O i v dick Y 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L.' Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. s%3 %6 St%5/06 Revisions: O—ADD NOTES 5 & 6 Revisions: C—ADD TECH. REFS. Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 1 of 7 Drawing No. 6221 Rev: PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A • "• U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK • #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL 4" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" #12 SCREW, SEE NOTE 3 PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 MIN. 28(TYP) 11(n'P) 8 ANCHOR EMBED. SEE NOTE 2 • } natliktftirdettaZTIriakt r4 • .4.. 4. '!.,..: •1. • - WOOD BUCK REMOVED TO CONCRETE WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULLION TYPICAL. MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 01? ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR 28-1 (TYP) ih(TYP SEE } NOTE 1 MIN. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 4 • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" 1-2" OR 4"—•-i r -- 2MIN-- 2 (TYP)1 (TYP) SEE NOTE 1 • O +O #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHE2?).. :. SEE NOTE 3 • ' • ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL -SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6.- REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • WOOD BUCK • • • • •• • •••• • • •.•. • • MASONRY ANCHOR, SfiE" IVOTE.' i •& TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" • • • • • • • 3* • • •...• •• .. •• •• • • • • • • •••• • • •••• laOiQta Acceptance No •• •••••• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 6 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Dat: 5,3 %6 Revisions: D– MODIFY NOTES 3 & 5 Revsd By F.K. 53/04 Revisions: C ADD EMBED. DETAILS Drawn By: Date: P.J.P. 4/28/00 Description: 1' HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 2 of 7 6221 R 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 4� 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 'A' 1 x 2 x 3/8 1 3/16 1 x23/4x3/8 1 15/16 1-x23/4x21/32 1 3/8 11x4x3/8 3 .3/16 4MA A/2 3M 4' T L A TWO (2) ANCHOR LOCATIONS A/2 BMIN - ONE 1 ONE (1) ANCHOR LOCATION ® THREE (3) ANCHOR LOCATIONS 3MIN.TYP. BMIN LAi TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. BMIN. TYP. -1 14MA 116 TYP BMIN. gMIN JLA� MA © FOUR (4) ANCHOR LOCATIONS ® THREE (3) ANCHOR LOCATIONS gMIN. 6 O SIX (6) ANCHOR LOCATIONS (4)EQ. SP. (A- 3/4)/4 MIN. 316 ® FIVE (5) ANCHOR LOCATIONS 8-MIN. TYP. • • • • • •• • • • • • • • •• •• • •••• • • •••• • •• • • • • • • •• • • • • • •• •• • • • • • • •••• • Belding Cade .. • Misplaces No TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Oa: 5/3 %6 Revisions: D -NO CHG THIS SHT Revsd By: F.K. Date: 5/5/06 Revisions: C- REDRAW, ADD DIM. &NOTE Drawn By: P.J.P. Date: 4/28/00 Description: 1 " HEAVY WALL, ANCHOR LOCATIONS Titre: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 3 of 7 Drawing No. 6221 Rev: D 1 2 1 • 8 4 2 21 32 4 24 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4 • • • • • •• • • • • • •••• • • ••• • • •••• •• • • • • • • •••• • •• •••O• • • • • • • • • • • • • • •• •• •• •• • •• • • • • • • •••• Ir1C'T RE? J4' » • • complyag withjte Coddle • Aceeptagee r_ Ur5.0} • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 RevsF Revsd By: F.K. Drawn By: P.J.P. Dat sj3: o/06 VS/06 Date: 4/2800 Revisions: D —N0 CHG THIS SHT Revisions: C —N0 CHG THIS SHT Description: 1 " HEAVY WALL, MULLION PROFILES Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1X Sheet: 4 of 7 Drawing No. 6221 Rev: • CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR CLIP TO OPENING 50 60 70 80 OPENING WIDTH IN INCHES 90 100 110 120 130 160 CLIP TO MULL (2) A (3) B (3) B (3) A (3) B (3) B (2) A (3) B (3) B (3) A (3) B (3) B (2) A (3) B (3) B (3) A (3) B (3) B (2) A (3) B (3) B (3) A (3) B (3) B (2) A (3) B (3) B (3) A (3) B (3) B (2) A (3) B (3) B (3) A (2) A (4) B (3) B (3) B (3) B (3) A (2) A (3) A (2) A (3) A (2) A (3) A (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B co U Z Z MULL LENGTH 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 170 161 170 148 170 140 170 136 170 170- 149 170 170 170 149 170 170 170 1 170 170 170 170 170 149 170 149 170 149 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80_ 80 77 77 76 76 76 76 76 76 113 86 113 86 97 97 85 85 73 73 65 65 77 58 77 58 72 54 72 54 68 50 68 65 50 48 65 64 64 1 63 63 63 63 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 41 41 38 38 36 36. 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 25 36 25 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 21 21 18 18 16 16 23 23 19 19 17 17 15 15 • CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING CLIP TO MULL (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL, LENGTH 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 58 49 51 44 47 40 44 37 42 35 41 34 41 34 41 34 41 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units Mull Length Opening Width . • • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • .. •• • •.•.•. • 000000 • • • •••• 000000 . • .• •• •... • • •••• .. • .. • • •• • • • .. •• •• • • • •••• . • • . • •••• • •• .•. PROMOCTRINEWIl . as eamplytorsitis mer Bidding Cede Acceptance Ate - a /..5.0?- F.zpiradoe . • • 000000 • • .•... • • 00000 ••...• • •••• • .•••• • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural- INDUSTRIES RAF K Da": ..3 %6 Revsd ey: Dat F.K. 5%5: /06 Revisions: D -NO CHG THIS SHT Revisions: C— MARKED REVISIONS Drawn By: P.J.P. Description: Date: 4/28/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5 of 7 Drawing No. 6221 Rev: D CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL A 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 MULL LENGTH IN INCHES OPENING WIDTH IN INCHES 50 (2) A (3) B (4) B (2) B 6 (3) B (2) B 0 (2) A (4) B (2) B (3) B 70 (2) A (4) B (2) B (2) B {2} B 170 170 166 152 133 125 118 106 91 170 170 170 170 152 143 135 108 91 170 160 148 135 117 110 103 92 77 170 170 169 155 134 126 118 92 77 170 148 136 124 106 99 93 81 68 170 169 156 142 122 114 107 81 68 80 (3) B (4) B (2) B (2) B 170 161 148 133 113 105 97 73 61 170 141 129 116 99 92 86 73 61 90 (3) B (2) B (2) A (4) B (2) B 1 (3) B 00 (2) A (4) B (2) B (2) B 170 170 157 137 141 123 125 108 103 88 95 81 85 75 63 60 52 49 (2) B 170 138 125 112 94 87 81 67 56 170 158 143 128 107 99 90 67 56 170 137 123 109 90 83 77 63 52 11 (3) B 0 (2) A (4) B (2) B 20 (2) A (4) B 13 (3) B (2) B (2) B (2) B 0 (2) A (4) B (2) B 16 (3) B (2) B 0 (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 170 137 123 108 88 80 73 58 47 170 157 141 124 100 91 80 58 47 170 , 137 123 108 88 80 73 56 46 170 157 141 124 100 91 79 56 46 170 137 123 108 88 80 73 56 45 170 157 141 124 100 91 79 56 45 84 67 54 44 31 29 84 67 54 44 31 29 71 57 46 38 26 24 71 57 46 38 26 24 63 50 40 33 23 21 63 50 40 33 23 21 56 44 36 29 20 18 56 44 36 29 20 18 51 40 32 26 18 17 51 48 40 37 32 30 26 24 18 17 17 15 48 37 30 24 17 15 45 35 28 23 15 45 35 28 23 15 43 33 26 21 43 33 26 21 42 32 25 20 42 32 25 20 40 30 23 18 40 30 23 18 r Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • •• •• • 00000• 0.0.0. • • 0000 000000 • • •• •• • • 000000 • 0000 • • •••• •• • • • • •• • • • • • • •• • •• 000000 •' • 000000 • • 000000 • • 0000• • • 00.0• 0400:0 • • • .... • • • •••• • npu l` Ewso• • • sa'iM' ihtlikkgaide 140 v- ,-C3i2 cZ • • • • • • 0000 • .•.•• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By F.K. 5j3 %6 Revisions: D--NO CHG THIS SHT Revsd F.K. 55/06 Revisions: C- MARKED REVISIONS Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 6 of 7 Drawing No. 6221 Rev: D CHART 4. -1 x4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130. • 160 iLIP TO OPENING (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B (2) A (4) B (3) A (6) B (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B (2) A (4) B (3) A (6) B (2) A (3) A (4) B (6) B (2) A (4) B (3) A (2 y) ,(3),A ,. (2).A (6) B (4) B ?6) B (4) B (3) A (6) B CLIP TO MULL (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B Opp (5) B , (5). 3. (5) B 42 170 170 170 170 48 170 170 170 170 50.625 170 170 170 170 w 54 170 170 170 170 v 60 170 170 170 170 63 170 170 159 170 z_ 66 170 170 150 170 = 72 154 170 134 170 76 144 170 125 160 78 140 170 121 148 84 128 138 111 117 J 90 112 112 95 95 96 92 92 78 78 108 64 64 54 54 111 59 59 50 50 144 27 27 22 22 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 170 170 170 170 170 170 170 165 140 129 102 82 67 47 43 19 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 125 170 117 166 112 156 108 150 106 145 105 144 105 144 110 148 103 136 98 127 94 120 91 115 89 112 88 111 102 126 T 95 116 90 108 86 102 ' 83 98 ' 81 95 79 93 99 116 92 106 87 99 83 93 80 89 78 87 75 84 90 92 83 83 77 77 73 73 69 69 66 66 62 62 74 74 67 67 62 62 58 58 54 54 52 52 48 48 60 60 54 54 50 50 47 47 44 44 42 42 38 38 42 42 37 37 34 34 32 32 30 30 28 28 25 25 38 38 r 34 34 31 31 ; 29 29 27 27 26 26 23 23 17 17 15 15 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1 /4 " TAPCONS, EMBED. (1 1/4" OR 1 /4 " SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Vertical Mull Mull Length jOpening4 Width Horizontal Mull I-- Opening Width I__ Mull __ 4 Length Multiple Mulled Units Mull Length \Opening Width • • • • • •• • •••••• • ..•••• •••• • • •••• • • • • 000000 • •••• • • •••• • •• • • • • • • •• •• •• •••.•• • • • • • • • • • • . • • •• • •••• • ••• • ••d'i oo .• • • • • ••• • ..• • • • .e •.•• • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS der �.. Clark, P.E. PE 13Y712 Structural INDUSTRIES Revsd 9y no /06 Revisions: D -NO CHG THIS SHT Revsd By: F.K. Dat 5%5/06 Revisions: C- MARKED REVISIONS Drawn 9y: P.J.P. Date: 4/28100 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 7 of 7 Drawing No. 6221 Rev: f LA FINESTRA, LC SEE PG. 4 FOR ANCHOR CLUSTER QTY'S. SERIES: EKU 53 OUTSWING ENTRANCE DOOR (HIGH LOAD) 72" MAX. FRAME WD. SEE ANCHOR SCHEDULE ON PG. 4 FOR ANCHOR TYPES & SPACING MIAMI -DADE CO. APPROVED MUWON BETWEEN UNITS NOTE MUST USE MULLION ANCHOR CUPS AS PER N.O.A. 40" MAX. .140" MAX. . SEE PG. 4 FOR ANCHOR CLUSTER OTYS. TYPICAL CONFIGURATIONS GLASS CHART N. TYPE ■ MAX. DESIGN PRESSURE GL -1 SEE ANCHOR SCHEDULE ON PG. 4 FOR ANCHOR TYPES & SPACING MIAMI -DADE CO. APPROVED MUWON BETWEEN UNITS NOTE MUST USE MULLION ANCHOR CUPS AS PER N.O.A. 40" MAX. .140" MAX. . SEE PG. 4 FOR ANCHOR CLUSTER OTYS. TYPICAL CONFIGURATIONS / / \ MAX. D1 'O. MSC. D.L.O. 21 314" \130" / \ / \\ / a // -I \\ a 1 \ / X 1� \\ // \ / \� i MAX. WINDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH DOOR FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) 72" MAX. MIAMI -DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MUWON ANCHOR CUPS AS PER N.O.A. / / / / / / / •\ W: 1 , -MUWON ANCHORAGE Wm 1 40" MAX. AND LOAD TO BE REVIEWED 40" MAX. AND APPROVED BY BLDG. OFFlCAL USE TRIBUTARY WIDTH °W" AS NOTED TO DETERMINE ALLOWABLE MULLION SPANS. SEE MULLION NOA FOR DETAILS. 1 14 1/2" MAX. EXCEPT IN WOOD. TRANSOM FRAME z—MUST HAVE SEPERATE - - PRODUCT APPROVAL 11 1 1, SEE PG. 4 FOR ANCHOR CLUSTER QTY'S. ALTERNATE CONFIGURATIONS UNITS MAY BE INSTALLED WITH A MIAMI —DADE COUNTY APPROVED MULLION BETWEEN EACH DOOR AND /OR FRAME. THE LOWEST DESIGN PRESSURE FOR THE DOOR, TRANSOM OR MULLION WILL CONTROL. GLASS SCHEDULE LARGE MISSILE IMPACT RESISTANT GL -1 GL -2 = 7/16 "(.454 ") LAMINATED 3/16" (.182) ANNEALED — .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" (.182 ") ANNEALED. = 7/16 "(.454 ") LAMINATED 3/16" HEAT STRENGTHENED— .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" HEAT STRENGHTENED GLASS CHART TYPE ■ MAX. DESIGN PRESSURE GL -1 21 3/4" X 85" +110.0, —110.0 P.S.F. 30" X 85" +98.9, —98.9 P.S.F. GL -2 / / \ MAX. D1 'O. MSC. D.L.O. 21 314" \130" / \ / \\ / a // -I \\ a 1 \ / X 1� \\ // \ / \� i MAX. WINDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH DOOR FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) 72" MAX. MIAMI -DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MUWON ANCHOR CUPS AS PER N.O.A. / / / / / / / •\ W: 1 , -MUWON ANCHORAGE Wm 1 40" MAX. AND LOAD TO BE REVIEWED 40" MAX. AND APPROVED BY BLDG. OFFlCAL USE TRIBUTARY WIDTH °W" AS NOTED TO DETERMINE ALLOWABLE MULLION SPANS. SEE MULLION NOA FOR DETAILS. 1 14 1/2" MAX. EXCEPT IN WOOD. TRANSOM FRAME z—MUST HAVE SEPERATE - - PRODUCT APPROVAL 11 1 1, SEE PG. 4 FOR ANCHOR CLUSTER QTY'S. ALTERNATE CONFIGURATIONS UNITS MAY BE INSTALLED WITH A MIAMI —DADE COUNTY APPROVED MULLION BETWEEN EACH DOOR AND /OR FRAME. THE LOWEST DESIGN PRESSURE FOR THE DOOR, TRANSOM OR MULLION WILL CONTROL. GLASS SCHEDULE LARGE MISSILE IMPACT RESISTANT GL -1 GL -2 = 7/16 "(.454 ") LAMINATED 3/16" (.182) ANNEALED — .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" (.182 ") ANNEALED. = 7/16 "(.454 ") LAMINATED 3/16" HEAT STRENGTHENED— .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" HEAT STRENGHTENED WATER INFILTRATION TEST PRESSURE = 16.5 P.S.F. WITH STANDARD THRESHOLD ONLY — A.D.A. COMPLIANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE "2004 FLORIDA BULDING CODE" 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPUCATION. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" O.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 6. ONE -THIRD INCREASE IN ALLOWABLE MATERIAL STRESS UMITS FOR SHORT DURATION WIND LOAD NOT USED IN THE DESIGN CALCULATIONS. • • • •• • •• 11 • 1 • • jiltE �c� f al • • • • PRODUCT F..... as FIosida Buiidi.:; Code G Accepta Nnce o 07 ^tI 67- Expiration Date .27) p 1';j By 1 . V.-t4."s.- Miami Miami !Division l�J DRAWING No.. FIN- B16/05R2 J • • SHEET OF 6 J •••••• • • • •••••• • • 000000 • • 00000 • • 00000 •••••• • • • 000000 • • 000000 • • GLASS CHART TYPE MAX. D.L.O. MAX. DESIGN PRESSURE GL -1 21 3/4" X 85" +110.0, —110.0 P.S.F. 30" X 85" +98.9, —98.9 P.S.F. GL -2 30" X 85" +110.0, —110.0 P.S.F. WATER INFILTRATION TEST PRESSURE = 16.5 P.S.F. WITH STANDARD THRESHOLD ONLY — A.D.A. COMPLIANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE "2004 FLORIDA BULDING CODE" 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPUCATION. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" O.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 6. ONE -THIRD INCREASE IN ALLOWABLE MATERIAL STRESS UMITS FOR SHORT DURATION WIND LOAD NOT USED IN THE DESIGN CALCULATIONS. • • • •• • •• 11 • 1 • • jiltE �c� f al • • • • PRODUCT F..... as FIosida Buiidi.:; Code G Accepta Nnce o 07 ^tI 67- Expiration Date .27) p 1';j By 1 . V.-t4."s.- Miami Miami !Division l�J DRAWING No.. FIN- B16/05R2 J • • SHEET OF 6 J •••••• • • • •••••• • • 000000 • • 00000 • • 00000 •••••• • • • 000000 • • 000000 • • 0 tO Ot 72" MAX. FRAME WIDTH 36" — • 36" ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 7" TYP.� 14 1/2" O.C. MAX. 14 1/2" MAX. ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 TYP. ANCHOR LOCATIONS HEAD & SILL ti 0 N 72" MAX. FRAME WIDTH 32" —— 40" ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 7" TYP. 1 3/4" D.L.O. 1 GL -1) 14 1/2" TYP. O.H. • • 30" MA. D.L.O. IGL -21 7" TYP. ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 SERIES EKU -53 ALUMINUM OUTSWING ENTRANCE DOOR (UNIT ELEVATIONS VIEWED FROM EXTERIOR) SCALE: N.T.S. DOOR HARDWARE: ••0•'• •••••• mip$ • • •. La • • e ••• • E;.•• • O • • •• • • • HINGES: • 100 -120X 4" LG. TWO PIECE HINGE • ASS'Y AS MANUFACTURED BY "G.S.G." TRANSMISSION: 1025 TRANSMISSION MOVEMENT DEVICE AS MANUFACTURED BY "G.S.G." LOCKING: AT ACTIVE LEAF — AS 6570 5 —POINT LOCK SYSTEM AS MANUFACTURED BY "K.F.V." AT INACTIVE LEAF — STEEL FLUSH BOLTS AT TOP & BOTTOM OF DOOR LEAF AS MANUFACTURED BY "A G B." PRODUCT :;LP .VJIiD as comptyi,;y with the Florida Building Code 16 •Q� Acceptance No O Expiration Date l 23 ByV l • `I+t•.VstI Miami Dadt Product Control Division • 0. 1 DRAWING No. FIN —B 6/05R2 SHEET 2 OF 6 1x P.T. WOOD BUCK (ENGINEERED SEPERATELY) INTERIOR FINISH 4 ANCHORS FOR WOOD d WOOD BUCK BY OTHERS CONTINUOUS SEALANT & BACKER ROD Mil 1• MIN 2" ild 4 CONC. SUBSTRATE EXTERIOR STUCCO P.T. 2 X 4 WOOD BUCK ENGINEERED SEPERATELY u a •4 ANCHORS FOR 'WOOD, BUCK AitY OTHERS • 4 . 4d 0 3 1 JAMB DETAIL (CONC. SUBSTRATE) INTERIOR FINISH CONTINUOUS SEALANT & BACKER ROD •44 4. 1 4 MAX. EXTERIOR STUCCO • FINISH —`j"' FRAME WD. "EXTERIOR" JAMB DETAIL (HEAD SIMILAR) (WOOD SUBSTRATE) FRAME WIDTH 72" MAX. EXTERIOR OR 2 ASTRAGAL DETAIL 3 HORIZONTAL SECTION (1/2 " =1" SCALE) 3/16" (.182 ") ANNEALED "EXTERIOR" oV 9 t 1..- ..- .. -..u.. @ DOW CORNING 995 OR PECORA 895 SIUCONE (TYP) GLAZING DETAIL G -1 SCALE: FULL SIZE .090" DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO,, INC 3/16" (.182") ANNEALED % 7/16" (.454 ") THK. OVERALL LAM. GLASS WEDGE GASKET 0 GLAZING .11 SETTING BLOCK 0 BEAD 3/16" (.182 ") HEAT STRENGTHENED "EXTERIOR" 1.. @ DOW CORNING 995 OR PECORA 895 SIUCONE (TYP) GLAZING DETAIL G -2 SCALE: FULL SIZE l * ODUCT RFvEvt E ) as complying with the Florida Building Code Acceptance a a 1 • • Expiration Dat e L t 24 13 • • • By ISl•ton 1 _ t rw4 vt v • • • • Miami DadeFroduct Control Division ••• • ••• • • • .090" DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC ••. • . • • ••• — 3/16" (.182") HEAT STRENGTHENED 7/16" (.457") THK. OVERALL. LAM. GLASS \ WEDGE GASKET 18 pf- GLAZING BEAD gOtOr SETTING BLOCK �}7 • .nom valm 1 1 DRAWING No. FIN -B 6/05R2 ( SHEET 3 of 6 )J EXTERIOR STUCCO FINISH * V CONTINUOUS SEALANT & BACKER RgD. G�4 0 d• '. ��I!►-, :::34 aillpr 0 6 CONC. SUBSTRATE ANCHORS FOR WOOD WOOD BUCK BY OTHERS 1X OR 2X P.T. WOOD BUCK (ENGINEERED SEPERATELY) INTERIOR FINISH 4 HEAD DETAIL (51 SILL DETAIL \3 STANDARD THRESHOLD d CONTINUOUS SEALANT •4 QED AT SILL' TYP. • 4 ' VERTICAL SECTION SCALE: HALF SIZE 4d CONC. SUBSTRATE CONTINUOUS SEALANT & BACKER .ROD 4 4 EXTERIOR STUCCO • FINISH d4 ANCHOR TYPES ANCHHEOR SUBSTRATE MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING HEAD — SILL JAMBS ''pp 1/4" X R OR REGAL 1 1/2 MIN. EMBED INTO CONC. CONCRETE (2000 PSI MIN.) CBS (GROUT FILLED) 7" FROM ENDS BALANCE 0 18 1/2' C/C MAX. 7" FROM ENDS BALANCE 0 20 1/2" C/C MAX. P.H..MM.SX. OR SELF —LENGTH — DRILUNG METAL ALUMINUM 1/8' MINK THICKNESS BALANCE 0 1811/22 DC /C MAX. BALANCE 0 20 1/2- C/C MAX. #14 X REVD LENGTH P.H.S,M.S.00RR 114 WOOD EWS 1 1/2" MIN. EMBED INTO WOOD WOOD FRAMING N0.2 S.Y.P. 7" FROM ENDS & AS PER ANCHOR CAPACITY CHART BELOW 7" FROM ENDS & AS PER ANCHOR CAPACITY CHART BELOW 4 .4 4 ANCHOR CLUSTERS AT MID —POINT OF FRAME TYPICAL AT HEAD & SILL ANCHORS FOR WOOD WOOD BUCK BY OTHERS P.T.2X4 WOOD BUCK (ENGINEERED SEPERATELY) 15 0 0 INTERIOR FINISH ANCHOR CLUSTERS AT MID —POINT OF FRAME TYPICAL AT HEAD & SILL 3 DETAIL 0 4 4 . • MWMOMM LIT_, " "' "Ir SILL DETAIL THRESHOLD NOT LtANT NOT APPROVED FOR WATER INFILTRATION MAX. D.P. = +110, —110 P.S.F. TOP OF CONC. SLAB CONTINUOUS SEALANT 43,6 BED AT SILL TYP. ANCHOR CAPACITY CHART (CONC. & STEEL) QTY. ANCHORS AT MID —POINT (CLUSTER) INTO STEEL QTY. ANCHORS AT MID —POINT (CLUSTER) INTO CONC. MAXIMUM ALLOWABLE DESIGN PRESSURE 2 3 SPACED 2 1/2" APART — 60 P.S.F. 2 SPACED 2 1/2' APART 3 SPACED 2 1/2" APART < 70 P.S.F. 2 SPACED 2 1/2" APART 3 SPACED 2 1/2" APART < 80 P.S.F. 2 SPACED 2 1/2" APART 4 SPACED 2 1/2" APART — 90 P.S.F. 3 SPACED 2 1/2" APART 4 FACED 2 1/2" APART >90 -110 P.S.F. ANCHOR CAPACITY CHART (WOOD SUBSTRATE) QTY. ANCHORS AT MID —POINT (CLUSTER) ANCHORS AT JAMBS (MAX C/C SPACING) MAXIMUM ALLOWABLE DESIGN PRESSURE 4 FACED 2 1/2• APART 18" C C / < 60 P.S.F. 5 SPACED 2 1/2' APART 15 "C % C/C <70P.S.F. 6 SPACED 2 1/2" APART 13" C / C < 80 P.S.F. 6 SPACED 2 1/2" APART 12" C/C 1 < 90 P.S.F. 7 SPACED 2 1/2" APART 9" C/C >90 -110 P.S.F. • • •4 ••4 •, . 1 i • 4 . •1 •1 •� • • • • "" RODUCT P•Pt+IEWFt) as complying with the Florida Building Code 9:2:___-11.12.--7•471-1 Acceptance No Expiration Date ,.2 3 By kr, t.I� Miami Product Control Division DRAWING No. FIN— B16/05R2 SHEET 4—(7 • • • • • • ITEM ITEM .DOOR PANEL CORNER DETAIL DOOR FRAME CORNER DETAIL PRODUCT as coiiply irg with the Florida Building Code Acceptance No 0-1)67.0 Expiration Date f' t7,l.O l?3 By tctta L,14 �+ •— Miami Dad Product Control Division .il♦11111111111111 fraimmum fl 0 c51,1 _ft .. . • •• •• • • • •••• • •••• • • A•• • �Ow U 0 1 DRAWING No. FIN— B16/05R2 1 SHEET 5 OF 6 ` r 4 BILL OF MATERIALS ITEM PART No. QUANTITY DESCRIPTION MATERIAL LOCATION MANUFACTURER 1 7011 4 FRAME HEAD /JAMB /RESIDENTIAL.. SILL AL.AL. — 6060 —T5 DOOR FRAME PROFILATI SpA _ 2 Z16012 4 PANEL HEAD /JAMB /SILL AL.AL. — 6060 —T5 DOOR PANEL PROFILATI SpA 3 Z16014 1 ASTRAGAL AL.AL — 6060 —T5 INACTIVE LEAF PANEL JAMB PROFILATI SpA 4 4195 4/VENT GLAZING BEAD AL.AL. — 6060 —T5 PANEL PERIMETER PRORLATI SpA 5 6009 1 COMMERCIAL THRESHOLD AL.AL.. — 6060 —T5 FRAME BOTTOM PROFILATI SpA 6 100 -120X 5/VENT 4" LG. TWO —PIECE HINGE ASSY. AL.AL — 6060 —T5 PANEL AND FRAME JAMBS GSG 7 N/A 2 EA. UTE of GLASS 1/4" x 1/2' x 3" LG. SETTING BLOCK EXTRUDED SIUCONE c 6" FROM ENDS GENERIC 8 2509 2 FLUSHBOLT STRIKE PLATE (4" LONG) AL.AL. — 6060 —T5 FLUSHBOLTS (TOP /BOTTOM) PROFILATI SpA g 0409 1 F.A. CORNER PANEL CORNER KEY CAST ALUMINUM FRAME CORNERS MONTICEW 10 5004 1 EA. CORNER FRAME CORNER KEY CAST ALUMINUM PANEL CORNERS MONIICELLI 1OA 0706 2 EA. CORNER .370" DIA. METAUC PIN CAST ALUMINUM FRAME CORNERS MONTICEW 11 Z17173 1 STRIKE PLATE FOR LOCK SYSTEM AL.AL. — 6060 —T5 ASTRAGAL PROFILATI SpA 12 SERIES 800 1 /VENT OPERATING HANDLE ALUMINUM AT EACH PANEL JAMB PASSINI 13 1025 1 TRANSMISSION MOVEMENT DEVISE ZAMA /S.S. PANEL JAMB (ASTRAGAL SIDE ONLY) GSG 14 AS 6570 1 /VENT FIVE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB KFV 14A AGB 1/VENT MULTIPLE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB AGB 15 AGB 2/VENT FLUSH BOLT ZINC /IRON /S.S. PANEL JAMB AT TOP & BOTTOM GSG 16 KFV 2/VENT FLUSH BOLT (HEAVY DUTY) STAINLESS STEEL PANEL JAMB AT TOP & BOTTOM KFV 17 2666 AS REVD. WEATHERSTRIP GASKET EPDM FRAME JAMB /ASTRAGAL /FRAME PANEL PROFILATI SpA 18 2195 AS REVD. WEDGE GASKET EPDM PANEL GLAZING PERIM. (INTERIOR) PROFILATI SpA 19 - -- 2 /EACH # 10 x 2 1/2" FH.SMS. (ASSEMBLY) PLATED STEEL FLUSHBOLT STRIKE PLATE - -- 20 - -- SEE ELEV. # 8 x 1 1/2" FH.SMS. (ASSEMBLY) PLATED STEEL ASTRAGAL (SINGLE ROW) - -- 21 - -- SEE ELEV. 1/4" DIA. TAPCONS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ELCO OR BUILDEX 22 - -- 2 EA. CORNER #14 X 3/4" FH. SMS. (PANEL ASS'Y) PLATED Si EEL PANEL CORNERS - -- 23 895/995 CONTINUOUS STRUCTURAL SIUCONE SIUCONE PERIMETER GLASS TO METAL PECORA OR DOW CORNING 24 - -- SEE ELEV. #14 F.H. WO. SCREWS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ISC 2.084" O 7011 — FRAME HEAD - JAMB —SILL 2.123" 4.483" .072" 216012 PANEL HEAD /JAMB /SILL 0 4195 GLAZING BEAD 0 Z16014 ASTRAGAL THRESHOLDERCIAL 1 A 7011 — RESIDENTIAL SILL PRODUCT RENEWED as complying with the Florida Building Code Acceptance No O I Its V .O Expiration Date E4 L7120)" , By Miami D Division �:»I+tct Control. _41.4141 18 2195 WEDGE GASKET 25 ME 17 2666 WEATHERSTRIP GASKET E-4 ZI;f0 4141 i a E� o 2 a v ku. ah m 1 1 DRAWING No. FIN —B 16/0582 SHEET 6 OF 6 • • 0410 • • • • • .. • • .. • . 00 • • 41• • • • • • • • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAM! NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX X0, OX, XXO, OXX, OXO, AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS 30 EXTERIOR 111 A e 1/2 " GLASS BITE 94 EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM R.vsd By: Roved BF --� .402 +—® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2" GLASS BITE t INT. - 3/16" HEAT STRENGTHEND GLASS --► .465 = 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS...., 5 PARTS LIST i 6 •••••• EXTRA9Ic JS ,,.••• 6, 7 .' ANCJIMPE '....' 84Q.. :. .... • • •••• • • •• •• • • • • • • • • •• • • • • •....• • • • •. • • • • •• • • • • • •• •• • ...• • • .. . • • • •• • ••.•• • • • • Approved as complying with the Florida RMding Code Date OG.40104 1$, 2067 NOA# es7— a 629. Iv Miami Dade Product Control By r °sl�.l { • LLG4J F.K W18R17 B Raved By Date: Rsvi ma F.K 8114177 A 1AraxaBy: ammx Chocked By: F.K 2!22/07 J.J. CLARIFY EXT. OF GLASS, OVERALL THICK ESSAND GLASS BRE ADD GLASS BITE DILL TO GLAZING DETAILS, ADD GLASS DEC. TMC, REVISE NOTE 1, (BASS DESCRIP7: &ADDNOTE9. Dar 6121/07 10707ECHNOLOGYDRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMISS, FL 34274 Visibly Better NOTES AND GLAZING DETAILS reea ALUM. FRENCH DOOR & SIDE LITES, IMPACT Safeenake FD101 Ix Viet 1 of 10 Drowns No. 11005-1 Raw. B 1 Robe ft L. Clerk, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH DOORS NT GLASS TYPES A, B, C OR D 68- 793/4" 3° 371/2 "I 60 71 3/4" +75.0 -75.0 H HEIGHT 7 °- 833/4" +75.0 -75.0 87 3/4" 91 3/4" 8° - 95 3/4" +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 - 63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 - 75.0 I +75.0 - 75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY 0 APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68- 793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251 /2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 - 49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 - 43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 - 39.3 +37.3 -37.3 351 /2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 112" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: • • • .. • EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.61 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. 0X0 WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE S DESIGN PRESSURE = +43.6/-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 1-43.1 PSF Q6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • • • • • • • • .. .. • • • ▪ • • • • • •• • • •• • • • .. • • • • .. .. .. •••• • • 0• •• .. • • .. •• • • • ••a ••a • • • ••• Approved as complying with the Florida Bring Code i� Date G / NOA# Wand Dade Product Control 1 • • ••• Rsted > R Rend Br F.K 9'1&V7 8 REVISED TABLE 2 DESIGN PRESSURES ANDCLARF1 ®NON -REINR VERSION COh11BINEGLASS TYPES & MAX SIZES INTO NOTES &ADD NOTES S& 6. Read BF AK Daft 8H4/07 A REVISE NOTE 1, 2 & 3. ADD NOTATIONS TO TABLE 1 AM? 2. REDUCE MAX SIZE DESIGN PRESSURE AND ADJUST. ALL OPS FOR TABLE2 Davit By: Ord Checks dBy: Daha: F.K 2/22107 J.J. 6/21/07 1070 TECHNOLOGY DRI P n� ; FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visa& Better. DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT aedssiModet FD101 Sea& 9X Sheet 2 or 10 AreareNa. 11005 -1 1 Robert L. Clark, P.E. PE 839712 Structural • • • • ••• • SEE NOTE 4 OX OR XO 371/2" MAX. A -r-, 95 3/4" MAX. HT. TYP. 3/8" MAX. DLO TYP. 40" (TYP.)D A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO" XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) CI L 36 3/4 " 73 1/2" MAX. _ 36 3/4" MAX. M 71 3/4" A ---1 24 9/16" MAX. DLO (TYP) J , �/ Er . 1 x �E o // O 49 , 10 1 E(" O SEE NOTE 4 OX OR XO 371/2" MAX. A -r-, 95 3/4" MAX. HT. TYP. 3/8" MAX. DLO TYP. 40" (TYP.)D A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO" XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) CI L 36 3/4 " I VW IIL IVIt%A. " 36 —1. -+SEE NOTE 3--t-- 71 3/4" A ---1 24 9/16" MAX. DLO (TYP) J -E // O 49 , 10 1 E(" O Ow . 4 , , E /Er , I X I' i' -• \ // / Ef _X INACTt > 1 SEE NOTE 4 —' OXO --SEE NOTE 4 XX IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) _ 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" MAX. MAX. 71 3/4" A ---1 24 9/16" MAX. DLO (TYP) lE _0 1 I' i' -• \ // / Ef _X INACTt > 1 41 , 10 \\ // // 2 XACT r X INACT. 1 .. XX IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) _ 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" MAX. 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) t G G • • • NOTE4•.•• . . •. •• /4" P.) ••• ••• • •• ••• DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" • • • ••.• • • •• •. • .. • • • • • • • •. • • •• • • • • • • .• • • • • • •• •• • • ..•. • •. • • • • .. • • • ••• • ••• • !4, ?;StU4i:l' :2 - ✓6ii?ti'i6il,d H'I�it th1[ .'.)ate atr_ oG T..:1 Roved By: Deft Reelable: Rayed By: FJC Dekk f/18VT Rs B CORRECT VERTICAL DLO AND FORMULAS Moved By: FJC bake W14N7 Reviskeek A ADD DLO FORMULASFOR DOOR AND SIDE LWTE ADD DOOR DLO DIM IDENTIFY DEAD BOLT AND SPECIFY VC ACE AND 7C. WNACT. Dneen By: Dog Chocked * Deb: F.K 2122/07 J.J. 621/07 1070 7ECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pi GT_ Visibly Better ELEVATIONS 'r1Bc ALUM. FRENCH DOOR & SIDE LITES, IMPACT Serlimadodsk FD101 Soak NTS 3 of 10 DAWN; No. 11005-1 Him B '7 Robert L. lark, P.E. PE #38712 Structural • • • •• ••• • •• ••• • • 95 MA (TY • •.•• lE _0 0 / ( /! lE \ _X ACT I' i' \ // / Ef _X INACTt > 1 // EI' 0 1 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) t G G • • • NOTE4•.•• . . •. •• /4" P.) ••• ••• • •• ••• DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" • • • ••.• • • •• •. • .. • • • • • • • •. • • •• • • • • • • .• • • • • • •• •• • • ..•. • •. • • • • .. • • • ••• • ••• • !4, ?;StU4i:l' :2 - ✓6ii?ti'i6il,d H'I�it th1[ .'.)ate atr_ oG T..:1 Roved By: Deft Reelable: Rayed By: FJC Dekk f/18VT Rs B CORRECT VERTICAL DLO AND FORMULAS Moved By: FJC bake W14N7 Reviskeek A ADD DLO FORMULASFOR DOOR AND SIDE LWTE ADD DOOR DLO DIM IDENTIFY DEAD BOLT AND SPECIFY VC ACE AND 7C. WNACT. Dneen By: Dog Chocked * Deb: F.K 2122/07 J.J. 621/07 1070 7ECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pi GT_ Visibly Better ELEVATIONS 'r1Bc ALUM. FRENCH DOOR & SIDE LITES, IMPACT Serlimadodsk FD101 Soak NTS 3 of 10 DAWN; No. 11005-1 Him B '7 Robert L. lark, P.E. PE #38712 Structural • • • •• ••• • •• ••• • • J EXTERIOR MAX. DLO &] __J INTERIOR MAX. DOOR HEIGHT f 1.489 t5- DOOR SECT. A A VERTICAL SL SECT. B -B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY • • • • • • • • •• • •••• • • •••• • • • • • • •••• •• • • • It • • •••• • •• • • • • • • • •• •• •• •• • • • • • • •••• • • • • •••• • • • •• • •• • • • • •• • • • s • • • • .•,•.• • • • Approved as complying with the Florida Raiding Code Date BG7 1 B[ 2007 ROAN o7 --0 b n, ✓fl Miami Dade Product Control By 1,C.L4f1 1.f-4A €40. Raved By: Date: Resod Ely: Daft F.K 918107 Howl 8,. Dar F.K 844107 Dawn By: Deft F.K 2122107 B NO CHANGE THIS SHEET. RovisionE A Checked By J.J. SHOW DOUBLE HOLLOW HEAD SECTION AT CORNER ASSEMBLY Aft 621107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM1,S R. 34274 P Vfriby Better EXAMPLE ELEVATIONS TVs ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sarkedexisi FD101 1/2x Shoat 4 a 10 11005-1 B Robert L(Clark, P.E. PE #39712 Structural • MAX. 'XX' WIDTH MAX. DLO MAX. 'X WIDTH DOC SECT. C-C HORIZ. LMAX. DLO LmAX '"1 DLO 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) Road By: MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) • • • • • •• • • • • • • • 00•• • ••• • • • •••• 00 • • • • • • 00•• • 00 ••• • • • 4141• • • • 410 •• 00 00 00• • s•• • • • • • • • • • 40•• 000 • • •••• • 4100 •• • • • • • •• • • • • • • •• • • • • • • • Approved as complying with the Florida Binding Cod Date ChL'[' 1 INOA# Miami Dade Product Control Division 1. j€4 .1.. •• • • •• • •• • • • • • •• • ••• RaWskiwz Rated By: F.K Roved By: AK o &/1407 A ADO TOOK WI SNDE LITE' TO SECTION EE & 'SINGLE SIDE LITE' TOSECT. F-F DeOr 9/18107 Revisbnec 0 NO CHANGE T H I S SHEET. Own By: FJC 2/22107 pbdmd* J.J. 6121107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EIGT visibly Better Descriplare VERTICAL SECTIONS Iner ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 1/2X Sheet 5 a 10 Theft NO. 11005-1 Bic B Robert L Mark, P.E. PE #39712 Structural • x ITEM DWG # PGT# DESCRIPTION 1 2 3 4 5 6 7 8 943B 60411 FRAME HEAD 1010 6Q300 WSTP.,Q -LON .190 X .375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 11 12 13 14 15 16 20 21 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 60380 FRAME JAMB (OUTSWING) 1010 6Q300 WSTP.,Q -LON .190 X .375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 23 24 25 1140 78X112PSATS #8 X1.500 PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 26 27 30 31 32 33 34 35 36 37 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 38 39 40 41 42 43 44 45 46 997 1023 928 1145 1212 983B 984B 1213 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K STRIKE PLATE INSERT #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X .750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X .750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X .750 PH FL. SMS ITEM DWG # PGT# DESCRIPTION 60 61 62 63 64 920D 921 D 916B 1155 998 6920D 6921 60381 781 PQA 7998 SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) 65 66 67 70 71 72 73 92 93 999 7999 SILL GASKETS (STOCKING #70999) 934A 61641M SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW 4222A 712653K 71267K 64222 SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" 988 986 6988 BEAD, 3/8" 64986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 96 97 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 98 102 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULOEEp • • • • •• • 103 OFF -THE SHELF DEAD BOLT LOCK 000000 .504 --•. -1 11-1 .360 .055-0--II- -7 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 �- 2.750 - -0.1 1.0100 1 .650 - 4 1251 TUBE MULL 6063 -T5 000000 • •• 0• 000000 • . . • • • • • • • •• • • • ••..•• • •••• • • •• • .. . • •• • • • • • •• •• • •••• • • •• • • • • •• • .•0.•. • • • ..•••• • • •.•..• • 0•••• • • ••.•• •..0•• • • •0000. • • •••.0. • • Approved as complying with the Florida Butdin Code Dote D c.-r I r�J 2eo7 NOM 137 --0 29% AO Miami Dade Product Control D ion Lottsai r By 4.(j. 4. Revadey Debr RavadBy: F.K Daffy 9/18817 Revkdahtz 8 NO CHANGE THIS SHEET. Roved By: F.IC &awn Bic F./C BN4V7 arx 2/72/07 RevIslorsx A Checked By: J.J. ADD ITEM 103 DEAD BOLT ANS INACTIVE PANEL ONLY' TO ITEM 41. Dar 621107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 PARTS LIST ALUM, FRENCH DOOR & SIDE LITES, IMPACT TlisiNy Better Sidestiodak P0101 s 112x Bert 6 x+10 Arming No. 11005-1 B Robe L Clark, P.E. PE #39712 Structural 1.750 4.626 4.000 1.400 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.655 3.111 4.726 4.100 50 .050 --4--1 FILLER HEAD ADAPTER 6063 -T6 3.000 FRAME HEAD 6063 -T6 1.479 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 1.50a 12 . x-.125 1.750 4.726 4.100 .750 7 TRUSS CLAMP 6063 -T5 6.085 5.459 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 Eft .558 .050 3/8" GLAZING BEAD 6063 -T5 4.675 -1.750 .683 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 .050 7/16" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 3.000 --.r - --.050 DOOR FRAME, JAMB 6063 -T6 1.578--• - -.►I .890 .050 3.000 SL JAMB 6063 -T6 --•1 .830r .050 2.980 SL JAMB ADAPTER 6063 -T6 050 1.620 .250 -0 1 t"'-- WEATHER STRIP CHANNEL 6063 -T5 1 2.125 1 • • • • •00•.• • • • • • .pct 4Q14 -1r5 •••• •••• • • •••• • •0•..• .' • ... •.. • • 000000 • • • • • • otooll • •• ••... •00.00 • 1 • • • • • • .00.• 00 •0 00 •• .•000• • • .. • • • • • ••.••• •0000. • ••• 0000 • • 00 • •• • 000000 • • • • • 00 • Rated By Date: Revisions Raved es FJC 9118+07 Read Bs Deis AK 814/07 Dawn sr name FJC 2/22/07 Revisions B NO CHANGE THIS SHEET. Revisbne: A ADD 'DOOR' TO REM 20 & GLASS BED DIM. TO ITEMS 30, 31, 44, 46& 62 Checked 13s Reis: J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 vta& Better t. EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Saissl toda F0101 Sada 112x Nast T X10 110054 B Approved as complying with the Florida Bunting Code Date Of-.T /ti 7407 NOA1t 7 . /O Miami Dade Product Control Divislop ICU 91 I . (.1(4ot�. rt L. Clark, P.E. PE #39712 Structural JAMB ZONE "B" HEAD I— ZONE "C" 1 JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" • HEAD 1 ZONE "0" HEAD ZONE "D "1 xx JAMB ZONE "A" SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD f--Z ENE-f-- -ZONE "F" f ZONE oxo JAMB ZONE "B" SILL 1 SILL SILL ZONE ZONE F"�ZONE--4 -- E SEE TABLE 7., SHT. 9 E SILL ZONE "D" D" SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD ZONE "E"1 0 JAMB ZONE "B" I SILL I ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD 1 ZONE "D"ZONE -----t-ZONE --f } JAMB ZONE "A" 1 I /\ ,/ Xx0 OR \, OXX I C x y } JAMB ZONE "B" } . \ V , / I SILL SILL ZONE "D "t ZONE "F"-7-ZONE - SEE TABLE 7., SHT. 9 HEAD ZONE "D "ZONE HEAD JAMB ZONE "A" ,/ X0 OR ox JAMB ZONE "B" L SILL I SILL ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 HEAD E " HEAD �Z ZONE "F"�ZO N up, --t- E f- JAMB ZONE "B" x x C X k xx x x7 1 oxx0 x /, Y PI PC V-W x y x Y } JAMB ZONE "B" ,\ I ][Y X Y'\ YV∎[a, �- ZONE -' ZONE "F"�ZONE "F" - } E SEE TABLE 7., SHT. 9 E EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: • TOTALS (4)•TYPE 1 OR 2'Al9t1 TORS . • • • • EACH JAMB AND Q +5+54,•414) • • TYPE 1 OR7ArICHORSl AT• kItAD ... • :. AND AT SIX. "' NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3 /4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. •••• • • ••..•• • • •• •• 000000 • • • • • •. • .• •• • • •- • • • • • •• • • • • • •• •• • •••• • • •• • • .• • .• • • •••••. • • •• e.• • • ••••• •••..• •• • •.•..• • • OOOOOO • • Appruv i. as co ap! .ng w:14 the Florida Bolding CuAle Date C3G?" 1 le, zoo-7 NOM, d3 (o Z a Miami Dade Product Control Ar nGk I.(4st, Road By: Delo R•Agone: Rood By: F.K Rood By: F.K FIG Dor 0118107 beteg 814107 t 2/22/07 NO CHANGE SHEET. CC `OX' ANCHOR ZONE FROM VC'TO V ADD ANCHOR TYPES TO SOLUTION aft 8121 /07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE, CONFIGURATIONS TOE ALUM. FRENCH DOOR & SIDE LITES, IMPACT asefee mdse F0101 Soak NTS Mot 8 m 10 11005-1 Robe L. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 11,2, CONC DOOR WIDTHS "X" - 25.50 TO 37.50 WIDTH x HT. X - JAMB "A" LOAD ZONES m� J �m a t] -- m 00- W tx1` xw-, x iw x x.x x x.. TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE DOOR WIDTHS ")OC" - 47.75 TO 71.75 WIDTH x HT. GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" - 10.75 TO 36.75 A, B, C, D 2,3, WOOD 1,2, CONC WIDTH x HT. 2 O LOAD ZONES 0 - HEAD /SILL "E" 0 25.50 x 79.75 83.751 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75, 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Reed 13F Dew 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 10 3 8 3 8 3 8 3 10 3 10 3 8 3 8 3 8 3 10 3 10 3 8 3 8 3 10 3 10 3 10 4 2 3 4 2 3 4 2 3 4 2 4 2 3 4 2 3 4 2 3 4 2 3 4 2 5 4 2 5 4 2 3 4 2 3 4 2 5 4 2 5 4 2 5 4 2 3 59.75 4 2 5 4 2 5 4 2 5 4 2 5 4 3 3 63.75 4 3 5 4 3 5 4 3 5 4 3 5 4 3.25/ 67.75 4 3 5 4 3 5 4 3 5 4 3 5 4 3 5 71.75 4 3 5 4 3 5 4 3 5 4 3 5 47.75 x 79.75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 4 3 6 4 2 3 5 4 7 4 2 5 4 7 4 2 5 4 7 4 2 5 4 7 4 2 3 5 4 7 ,4 2 3 5 4 7 4 2 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 5 4 7 ,4 2 3 5 4 7 4 2 3 6 4 7 4 3 6 4 8 4 3 5 5 8 4 2 5 5 8 4 2 6 5 8 4 3 6 5 8 4 3 6 5 8 4 3 5 5 5 8 4 2 6 5 8 4 3 6 5 8 4 3 6 5 8 4 3 7 6 10 4 3 5 6 5 8 4 3 5 6 5 8 4 3 6 5 8 4 3 7 6 10 4 3 7 6 10 4 3 6 5 8 4 3 6 5 9 4 3 6 5 9 4 3 7 6 10 4 3 7 6 10 4 3 d x 79.75 83.75 87.75 91.75 95.75 x 79.75 83.75 87.75 91.75 95.75 x 79.75 83.75 87.75 91.75 95.75 x 79.75 83.75 87.75 91.75 95.75 3 3 5 5 5 5 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 Awed By: Daft F.JL 9/18107 Roved By. Daft FJG 8H4A07 WWI By: Daft F.K 2/22107 Revislartx B NO CHANGE THIS SHEET. Revisiontc A rhom®d Bs J.J. ADD ALSO USE wrTABLE6TO TARE 4., D'. CHANGE TABLE 6., HEAD ZONE 'C" TO W AND COLUMN REFERENCE ADD VS' TO ANCHOR TYPE 3 6/21/07 1 1 1 1 1 2 2 2 2 2 2 4 0 1 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B,C,D 2,3, WOOD 1,2, CONC LOAD ZONES SIDE LITE WIDTH x HT. X - HEAD /SILL "D X - JAMB "A" Jw -, 00 0) X - JAMB "A" DOOR WIDTHS "X' - 25.50 TO 37.50 "VC - 47.75 TO 71.75 LOAD ZONES SIDE UTE WIDTH x HT. w cg x 0 0 0) x x m m w t!i a 0 O J 0) 0 X X 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 2 2 2 2 2 2 2 2 2 2 6 6 6 6 7 7 7 6 6 7 7 2 2 3 3 3 3 3 3 3 3 3 4 2 4 3 4 3 7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 1 0.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.754 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75, 4 3 21.75 x 79.75 4 3 83.75 4 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 7 5 3 4 3 5 3 5 3 5 3 5 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 T� 7 5 6 4 6 4 7 5 7 5 1- C 0 0 EAD QUANTITIES FROM TABLE 4. FO w z w m z 4 m Li- tt 0 z 4 m 2 w 4 2 4 2 - 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 H USE JAMB ANCHOR FROM TABLE 3. AND SAME UNE HEAD QUANTITIES FROM TABLE 4. FOR DOO 1 0.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.751 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 91.75 95.75 19.00 x 79.75 83.75 4 3 87.75 4 3 91.75 4 3 95.75.4 3 21.75 x 79.75 4 3 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 3 4 3 4 3 5 3 5 3 5 3 5 3 5 3 6 3 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 1' 0 re p0 WG LO 4 3 a a. 4 LL 0 w z N x uu 2 36.75 x 79.75 83.75 87.75 91.75 95.75 6 4 6 4 7 5 7 5 7 5 USE ANCHOR QUANTITIES FROM TABLE 3. 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ANCHOR QUANTITY LOAD ZONE TABLES F ce 0 0 0 w 1 m 0 a 4 w 0 w z N x 0 a< 0 0 r, m O CO re z USE ANCHOR APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. • • • • . •• . OOOOOO • •••••• • • 000000 • •••• • • • •• •••••• • • • ••••.• • • •.•••. •••• OOOOOO • • •• •• OOOOOO • • • • • • • • • • •• • • • • •• • • • e • •• •• •••• • • •••• •• . • • • •• • • ••.•• • ••••• 000000 •• • • • 000000 • • Approved as complying with the Florida ode Date pLr !f/ 2007 NOA# �7 -,oc?f /o Muni Dade Product Control Divist n By 1 I. C-1,e, ALUM. FRENCH DOOR & SIDE LITES, IMPACT s.resUadee FOf01 NA Myst 9 a 10 Darning No. 11005 -1 Robe L. Clark, P.E. E #39712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE 2 1 3/4" MIN E.D. 1 1 3/8" TYPE 1 13 /4 " TYPE 2 r Aft. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. SHIM IfllllilllllAillfllllh.• 1 iA ;7., •••:. bilrojw,J„„„„,1 4—:* .. �- .. ,.."a 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 3/4" MIN. E.D. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 MOM 2X WOOD BUCK, NOTE 2 EXT. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1_ 1 3/4" v • • • 441111.. P,,P„ • ••. ' . • 1 1 3/4" MIN. E.D. E 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) --►I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM f _�• •1 3/4" • :; :.. MIN. E.D. •-s, E�ill1� itllltil [fIVI{ l lfl{i+il 111 1X WOOD BUCK, NOTE 2 • • • •..... • , • •'• •••••• • V ' ': "•', 1.5KSI�ii�IN.tMUQR"••• 3.4 KSI . r ... ,.•CONC.• • • • • • ,,•••1 3/4" MIN. E11••• • DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. 1 1 3/8" TYPE 1 ; :. •' A:. ' a 1 314" TYPE 2 3/4" I- 0-3.4 KSI MIN. CONC.t IN. E.D. EXT. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) E NOTE 1 1/4" MAX. SHIM 3.4 KSI MIN. CONC. •A.• .'..,'.••••• ' : .,• :a .'I.3/8" TYPE 1 3/4" TYPE 2 r.-- 1 3/4" —0.1 MIN. E.D. SIDE LITE SILL (CONC) 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • •• •• OOOOOO • • • • • • • • • • •• • • • • • • •• •• • •••. • • •••• • •• • • • •• • •• • • • • • •.� •• 1111 • ••.•. OOOOOO • • • OOOOOO • • ••.•.• • • Approved as comp:: :Ag with the Florida Dueling Code Date 19 G7 1 fr, 2007 NOA# m7 -oG214. /0 Miami Dade Product Control R•i.d ay: Raysd By: Daft FIG 8H8/07 &mud* Dew F.K 814/07 DRAM By: Dor RJG 2!21!07 RtroMonx B NO CHANGE THIS SHEET. Thredaaw SPEC. TYPE 1 & 2 EMBED. ON CONC. DETAILS. SPEC. TYPE 2& 3ONWOOD A DETAILS. ADD ANCHOR TYPES 70 NOTE 1. amato.dBs Dattx J J. 0/21A77 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS FL 34274 PAGT ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT visibly Better FD101 sc.6c NTS Shea 10 a 10 N. 11005 -1 Robert L. Clark, P.E. PE #39712 Structural • • • • • • • • •••• • • •• • • • • • • • • • • •• •••• • • • • • •• • •••• • • • • • • • • • •• •• •• •• • • • • • • • •••• • • • • • • •••• • • • • • • • • •• • •• • • • • •• h • •