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460 NE 95 St
ett /4` V L-1"1"4 °14't A - 13 0 c! PA. /3 r f I ' .1 f \ r:1(11 di -742 • + 1 + ^I , • • III • • 1-- ►LZ►(?fy <. ! I , � } . I 1 • .- •,MOdLt 7.41A11 H1 ' j • 11• t1 1; I I I lll 1 Sc� , • 1 I 1. 1 1 i I - 7 I 'n _,. •i--1 COMPARATIVE ANALYSIS FOR: GLASS: 114" TEMPERED are quantity of anchors per side. MAX. SIZE 53.125 x 76.000 Table ASTM E1300. Smallest Fasteners Pressure. (Total of 4 anchors at each meeting rail) FTL -1533 NOTES: 1.) Numbers in () parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Width 26.000_18) Window Height 26.00012) 38.375512) - 50.625512) 63.000516) 76.000516) neg pos neg pos neg pos neg pos neg pos 19.125 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 70.0 24.000 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70.0 26.500 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70.0 32.000 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -131.0 70.0 -92.3 70.0 37.000 (6) -190.0 70.0 -190.0 70.0 -189.4 70.0 - 131.0 -131.0 70.0 -90.1 70.0 40.000 (8) -190.0 70.0 -190.0 70.0 -168.6 70.0 70.0 -90.0 70.0 44.000 (8) -190.0 70.0 -176.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70.0 • 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 70.0 -114.9 70.0 -90.0 70.0 53.125 (8) _ -190.0 70.0 -139.7 70.0 -113.9 70.0 _ -99.1 70.0 _ -90.0 70.0 COMPARATIVE ANALYSIS FOR: GLASS: 1/4" TEMPERED are quantity of anchors per side. MAX. SIZE 53.125 x 76.000 Table ASTM E1300. Larger Fasteners Pressure. at each meeting rail) FTL -1533 NOTES: 1.) Numbers in () Parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #12 screws or 114" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors Anchors 6" from each corner and as follows: Max. spacing at head & silt = 14" Max. spacing at jambs = 14" Window Width Window Height 26.000_18) 38.37558) 50.625 58) 63.00058) 76.000512) neg pos neg pos neg pos neg pos neg pos 19.125 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 70.0 24.000 (4) -190.0 _ 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70.0 26.500 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70.0 32.000 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -131.0 70.0 -92.3 70.0 37.000 (6) -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 40.000 (8) -190.0 70.0 -190.0 70.0 -168.6 70.0 -131.0 70.0 -90.0 70.0 44.000 (8) -190.0 70.0 -176.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70.0 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 . 70.0 -114.9 70.0 -90.0 70.0 ` 53.125 (8) -190.0 _ 70.0 -139.7 70.0 _ -113.9 70.0 _ -99.1 70.0 -90.0 70.0 REFERENCE TEST REPORT: FTL -1533 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Revsd By: Dote: Revisions: FK 4/16/02 UPDATE COMP. AMC. Revsd Revisions: FK� Date: 1/4/01 Drown By: Date: R.S. f 1/27/96 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 01- e yW9.I3 Expiration Date tam Dad Product C Division Description: COMPARATIVE ANALYSIS, NON -- IMPACT 1 /4T Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH- 701 Scale: NTS Sheet: 8 or 8 Drawing No. 4032 Rev: D a 0 v 1 x WOOD • • ' • BUCK • • 1• 1• • . 1.250 1 TYP. HEAQ 1 /4 " TAPCON TYP. SILL • 1.250 .250 MAX. J .250 MAX. 2 x WOOD BUCK v 1 /4 " TAPCON r1 III 112 PANHEAD O TYP. HEAD TYP. SILL 4 , o V o v v. • 1 1.250 2 x WOOD BUCK r .250 MAX, TYP, JAMB 1.250 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Rend By: FK Re F Drown 8y: R.S. Description: Series /Model: SH— 701 Dote: 4/16/02 Dote: 1/4/01 Dote: 1/27/96 Scale: NTS MAX. TYP. JAMB Revisions: ADD SENTRY GLASS C.A Revisions: Sheet: 7 of 8 . D 4 2 x WOOD BUCK PRODUCT REVISED as complying wtro the Florida Duidlog Code Acceptance Noe W R /3 Espirotlon Date , 1 1 io6 ' et Control vision ANCHORAGE, 1/4 TAPCON OR 112 WOOD SCREW Title: ALUMINUM SINGLE HUNG WINDOW Drawing No. 4032 Rev: o . D v 1 x WOOD • • • BUCK • • e • 4 O rye, HEAD TYP, SILL v • O• P; 4 • t 4 .. P 1.250 ' • t o • 3/16" TAPCON .250 MAX. 2 x WOOD BUCK 110 PANHEAD v ' o • TYP. HEAD TYP. SILL I .o . D 4 4 • 6 4 . • D. : .4 4 • . 4 110 PANHEAD 1.250 3/16" TAPCON 1.250 F .250 MAX. 1 .250 MAX. 2 x WOOD BUCK MAX. TYP. JAMB T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOA' 1529 NOKOMIS. FL 34274 Revsd By: FK Revsd By: FK Drown By: R.S. Title: Series /Model: SH— 701 110 PANHEAD Date: 4/16/02 Dote: 1/4/01 Date: 1/27/96 Scale: NTS Revisions: .250 MAX. Sheet: p 6 °r CJ 1.250 TYP JAM Revisions: ADD SENTRY GLASS C.A Drawing No. . • a • 4 2 x WOOD BUCK PRODUCT REVISED as complying with the Florida Riding Code Acceptance No J 2 -cVl9 /2 Expiration Date 2 mI eel Dh'blon Description: ANCHORAGE, 3/1.6 TAPCON OR 110 WOOD SCREW ALUMINUM SINGLE HUNG WINDOW 4032 Rev: COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. 53.125 x 76.000 Table ASTM E1300. Larger Fasteners 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. Max. spacing at head & sill = 14" 4.) Numbers are for #10 screws or 3/16" Tapcons. FTL -1536 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) Window Height Anchors 6" from each corner and as follows: 26.00018) Max. spacing at head & sill = 14" 50.62558) Max. spacing atjambs = 14" 76.000(12) FTL -1536 Window pos Window Height Width neg 26.000_72) 38.375512) 50.62512) 63.000_16) 76.000516) 37.000 (6) -135.0 neg pos neg pos neg pos neg pos neg pos 37.000 (6) -135.0 69.3 -135.0 69.3 -126.3 69.3 -87.3 69.3 -60.0 60.0 40.000 (8) -135.0 69.3 -133.4 69.3 -112.4 69.3 -87.3 69.3 -60.0 60.0 44.000 (8) -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 - 60.0 60.0 48.000 (8) -135.0 69.3 -105.6 69.3 -87.0 69.3 -76.6 69.3 - 60.0 60.0 53.125 (8) _ -128.4 69.3 -93.2 69.3 -76.0 69.3 -66.1 66.1 -60.0 60.0 C OMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE NOTES: 1.1 Numbers in (1 parentheses are quantity of anchors per side. 53.125 x 76.000 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 114" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs • 14" FTL -1536 Window Window Height • Width 26.00018) 38.37558) 50.62558) 63.00058) 76.000(12) neg pos neg pos neg pos neg pos neg pos 37.000 (6) -135.0 69.3 -135.0 _ 69.3 -126.3 69.3 -87.3 _ 69.3 -60.0 60.0 40.000 (8) -135.0 69.3 -133.4 69.3 -112.4 69.3 -87.3 69.3 - 60.0 60.0 44.000 (8) -135.0 . 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 -60.0 60.0 48.000 (8) -135.0 69.3 -105.6 69.3 -87.0 69.3 -76.6 69.3 - 60.0 60.0 53.125 (8) -128.4 69.3 -93.2 69.3 -76.0 69.3 - 66.1 66.1 -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED FTL -1536 1.) Numbers in ( ) parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) Anchors 6" from each corner and as follows: NOTES: 26.500 (6) -120.0 Window Width 26.000 (12) neg 19.125 (4) -120.0 24.000 (4) -120.0 32.000 (6) -120.0 37.000 (6) 40.000 (8) 44.000 (8) -120.0 -120.0 -120.0 48.000 (8) -120.0 53.125 (8) -120.0 Max. spacing at head & sill = 14" Max. spacing atjambs = 14" pos 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 38.375 (12) neg pos -120.0 -120.0 -120.0 -120.0 -84.6 -79.2 -71.3 -120.0 -115.4 -107.6 -101.8 -93.2 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 Window Height 50.625 (12) neg -120.0 -120.0 -120.0 -98.7 -63.7 -58.2 pos 69.3 69.3 69.3 69.3 69.3 69.3 69.3 63.7 58.2 63.000 (16) neg -103.3 -92.6 -89.6 -80.3 , -69.4 -64.7 -58.2 -53.0 -47.2 pos 69.3 69.3 69.3 69.3 69:3 64.7 58.2 53.0 47.2 MAX. SIZE 53.125 x 76.000 Smallest Fasteners 7q.000 ( 16) neg -79.7 -69.4 -66.0 -61.5 -60.0 -56.7 -51.7 -47.3 -42.6 FTL -1536 pos 69.3 69.3 66.0 61.5 60.0 56.7 51.7 47.3 42.6 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED NOTES: 1.) Numbers in (1 parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Width 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.00058) 38.37558) Window Height 50.625 (8) 63.000 S8) 76.000_12) neg -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 Pos 69:3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 neg -120.0 -120.0 -120.0 -120.0 -120.0 -115.4 -107.6 -101.8 -93.2 pos 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 Reg -120.0 -120.0 -120.0 -98.7 -84.6 -79.2 -71.3 -63.7 -58.2 pos 69.3 69.3 69.3 69.3 69.3 69.3 69.3 63.7 58.2 neg -103.3 -92.6 -89.6 -80.3 -69.4 -64.7 -58.2 -53.0 -47.2 POS 69.3 69.3 69.3 69.3 69.3 64.7 58.2 53.0 47.2 MAX. SIZE 53.125 x 76.000 Larger Fasteners neg -79.7 -69.4 -66.0 -61.5 -60.0 -56.7 -51.7 -47.3 -42.6 FTL -1536 pos 69.3 69.3 66.0 61.5 60.0 56.7 51.7 47.3 42.6 REFERENCE TEST REPORT: FTL -1536 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: FK Revad By: FK Dote: 4/16/02 Dote: 1/4/01 Drown By: Dote: R.S. I 1 /27/96 Description: Revisions: ADD H.S. & TEMP. OPT Revisions: PRODUCT REVISED as complying with the Florid& Bolding Code Acceptance N 0 ? 0409. 1.3 Eipir fun D � ' F�L,„ 4t 2 oe-6 i I Dade Division COMPARATIVE ANALYSIS, NON - IMPACT 3/16 rtte: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH- 701 Scale: NTS Sheet: 5 or 8 Drawing No. 4032 Rev: .737 - .490 } s .062 2.274 1 L 1.187 -nom-{ 2.784 ALUM. 6065 -T5 .062 } 1.707 ALUM. 6065 -T54 ALUM. 6065 -T5 .705 L .655 } L IN-- 1.350 -11 2.784 .062 --Ow- ALUM. 6065 -75 ALUM. 6065 -T5 2.330 .062 1 .348 ALUM. 6065 -T5 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 1.165 T Revsd 8 Y FK Revsd By: FK Drown By R.S. Title: Series/Model: SH- 701 Dote: 4/16/02 Dote: 1/4/01 Dote: 1/2 7/96 Description: E XTRUSION PROFILES Scale: NTS 1.187 Revisions: ADD SENTRY GLASS CA Revisions: Sheet: 4 al 8 2.029 ALUM. 6065 -T54 Drawing No. PRODUCT RE1'1tif;D as complying with the Florida Duiding Cudc Acceptance Nu 6 Z- 0 1 91 ?. (j Eapirativa Dote F , . L LCD6 Hy ALUMINUM SINGLE HUNG WINDOW 4032 patrol Rev: 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING ROUGH OPENING VERTICAL SECTION 2.330 ROUGH OPENING .34.500 DAYLIGHT OPENING MAX. 2.710 NOTES: 2) WEEP HOLES: a C =a = =a= 48.250 DAYLIGHT OPENING MAX. - "X" 49.562 DAYLIGHT OPENING MAX. - "0" 3/16" ANNEALED GLASS 3/16" HEAT STRENGTHED OR TEMPERED (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS _-==== =Q== ■======■==== ==■= ■■=== = = = = ■= 53.125 MAX. HORIZONTAL SECTION a = = =_ ROUGH OPENING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd 8y: FK Revsd FK Drown 8y: R. S. Dote: 4/16/02 Date: 1/4/01 Dote: 11/27/96 SECTIONS & GLAZING OPTIONS Title: ALUMINUM SINGLE HUNG WINDOW Series /Mode!: SH- 701 Scale: NTS Revisions: ADD GLASS OPTIONS Revisions: Sheet: 3 of 8 PRODUCT REVISED as complying with the Florida Ridding Cudc Acceptance No 01 ()VI, . 12 Espirail DrteF , ve 1 By Division net Drawing No. 4032 Rev: 0 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD /5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) /8x 1 " PPH SMS 3/16" ANNEALED W /DUPONT FILM - (457) INTERIOR SIDE 3/16" HEAT STRENGTHENED W /DUPONT FILM - (457) INTERIOR SIOC V TEMPERED GLASS DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 53.125 WIDE x 76.000 HIGH NEG POS -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 T 63.000 76.000 NEG POS NEG POS NEG POS NEG POS 37.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 48.000 -60.0 60.0 -60.0 60.0 -53.0 53.0 -47.3 47.3 53.125 -60.0 60.0 -58.2 58.2 -47.2 47.2 -42.6 42.6 76.000 MAX. 53. 125 MAX. X ELEVATION Robert L. Clork, P.E. PE #39712 Structuroi LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT :: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 I NDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: FK Revsd Drown By: R.S. Dote: 4/16/02 Date: 1/4/01 Dote: 1/27/96 Revisions: ADD SENTRY GLASS C.A Revisions: PRODUCT REVISED as complying wilh the Florida Bolding Code Acceptance No 0 - ,4t4.t3 Expiration Da By iaml Dade Product C Ind Avutua toot, Description: ELEVATION, IMPACT Title: ALUMINUM SINGLE HUNG WINDOW Scale: NTS Series /Model: SH- 701 Sheet: 2 of 8 Drawing No. 4032 Rev: D 76.000 MAX. 53.125 MAX. X Fi ELEVATION NON — IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 ITEM 1 2 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 SASH FACE GUIDE 25 26 27 28 29 DESCRIPTION FLANGED FRAME HEAD FLANGED • FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP - VINYL BULB 3/16 ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 1 /4 " TEMPERED GLASS #6 x .750 PHIL. PN. HD. SWEEP LATCH 18 x .625 PHIL FLT. HD. WINDLOAD ADAPTER 8 x .375 PHIL. P. H. TEK WEATHERSTRIP - VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP - PILE\ FINSEAL /6 x .500 PHIL. FLT. HD. SASH STOP 1>�8 x 1.000 PHIL. P.H. SMS SILICON WEATHERSTRIP - VINYL BULB \SASH V.T. # 612225 612226 612227 612228 612229 612230 612231 612234 6TP247K 7658PFAA 7858WW 612236 78X38PPT 6TP249K 61062W 70251 76X12FPAW 612244 78X 1 PPA 62899 6TP248K VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH. \ PGT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL SCHERER INDUST. PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. DOW CORNING TEAM PLASTICS NON— IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: VENDOR # AF -12225 AF -12226 AF -12227 AF -12228 AF -12229 AF -12230 AF -12231 AF -12234 TP -247 PGT.214.XX AF -12236 TP -249 7 -M 10 -344 5TAVE FS7826 -187 7-M10-251 AF -12244 899 TP -248 SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 I INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 Revsd By: FK Revsd By: FK Drown By: R.S. Date: 4/16/02 Dote: /4/01 1 1/27/96 Description: ELEVATION, NON — IMPACT T,ue: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH- 701 Scale: NTS Revisions: ADD SENTRY GLASS CA Revisions: Sheet: 1 or 8 PRODUCT REVISED as complying with the Florid Balding Code Acceptracc No .4414 .1 Expiration Oat dy to I)ivbiou Control Drawing No. 4032 a Rev: D ' APPROVED WOOD BUCK 1 OR MORE THICK • (SEE NOTE 2) '1/4" MAX. SHIM #12 OR 414 SCREWS 1 1/2" MIN. EMBEDMENT. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: Dow 3e1 7K13 Ls SOY: `L F.K1 12/17102 A ADDED 914 SCREW OPTION APRROVtL) WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4' MAX. SHIM --T 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j s<t':11111 II IVA iItts - u 1 1/4 MIN. EMBEDMENT OPERABLE UNIT .FRAME TO CONCRETE IA (1tl 11sttl !IIU lLU •&; iLili 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3116' OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR !TIN TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION . TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1O707EC DRJVE NOKOAMIS, Fi 34275 P.O. BOX 1529 i "tt31CO FL U.274 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4' MAX. SHIM —1 r _ #12 OR #14 SCREWS idn 'n t. III,pIUUI, i IYi Ui . Visibly Better CA-740 1 112' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4' MAX. SHIM 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT I licro¢ Dastry ►� NTS 11 d 11 1 . 7045 -8 1 1/4" �-- MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1.1/2" - T HICK( A - . • • Approved as complying with the Florida s Dote NOM Miami Dade Product Coodnd , Lucas A Turner, P.E. PE lanai CO ITEM 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG# 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 FJC I Oar 3tt7/03 A Rill' al* F Dram ar c� Sivas 3C . 12'17, 2 PGT. # 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 6TP247 6163K 61635K 60976 78x 12PSTW/B 67004 7f2X1PPT 7FLAIID !YO CMG MS SHEET tSRl 3 tool0 1 MAIN FRAME - HEAD. SILL & IAMBS 48 X 1 9UAD PH SMS FRAME CORNER ICEY 1R "X1/2"X1/8" 'CLOSED -CELL FOAM TAPE SASH TOP, BOTTOM & SIDE RAILS 8 X 1 QUAD PH SMS BULB V/EATE RSTRIP .187X240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LACK SUPPORT PLATE 410 -24X .562PH. PN. TYPE F DESCRIPTION MULTI -LOCK BEEPER (R.IL & L.H.) 48 X .875 PH. PN. SMS TIB BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48-32 X .375 P11. PN. TYPE B STUD BRACKET 0...H. & R.H.) 48 X sir FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 7023 112" HINGE (HEAVY DUTY) 410 X .500 PH. PILL 5116" LAMINATED (1/8A & UBHS GLASS) ,090 INNER LAYER SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1BHS & 1/81IS GLASS) 1 .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7116" LAMINATED (3/16A & 3/16'r1S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3 /16HS & 3/16ES GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/161 711573 SNAP -ON T- HANDLE KNOB 7070 TEallitiCkOGY DRIVE 'MOMS, FL 3627 P.C. fl 1529 KWOMIS, t ` 34274 ITEM 73 74 75 80 81 . 82 DWG # PGT. DESCRIPTION 702.5 7016 SINGLE LOCK KEEPER 7005A 1155 7010 7007 Visibly Better 781PQA .423" 70834A 8 X .750 QUAD PN SMS aorissebsat CA-740 .665' 5/16" GLAZING BEAD MATL: 6063-T6 Dwc-# 7036 .523" --°- F-- * T . .050' T .665' t 7/16" GLAZING BEAD MAIL: 6063 -T6 DwG## 7042 .040" 1 1 1.000" rescue i u LAO % CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 r Ts 1 <.VLt1. SINGLE LOCK FIXED WINDOW FRAME - HEAD, SILL & JAMBS #lx1 QUAD P'NSMS FIXED FRAME CORNER KEY INSTAT.IATION HOLE COYER .125' .062' PARTS LIST & EXTRUSIONS AL UM!NUM .CASEMENT WINDOW. IMPACT 10 d 11. OnsetegiVa 1.124" .093' -� CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 7045-8 .040" INSTALLATION HOLE COVER MAIL: 6063 -T6 DW 7007 2.701' A ' Approved as canpbLs1 with to Fluids B Date NOM Miami r, Product Cau1�l ,,,_r 3 Lucas A. Tumor, P.S. PE #58201 M_ N 0 0 G3 H CD 0) CO 1 Assad Br , FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X' FRAME JAMB 'XX' FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 mar CAINA FX 3/171V3 F.K. new Fry: Grarn Sr mow /2/17/T32 PC 16R 1 1 vosnV 13' MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN 'X" FRAME JAMB #12x1. PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3' APART AT MID-SPAN °X" FRAME JAMB '0' FRAME JAMB "XO" & "COX" FRAME ASSEMBLY DETAIL #6x1 QUAD PH SMS (2) PER CORNER MAIN FRAME ASSEMBLY DETAIL REVISED F1?AMEASSY DETAIL SCREW SPACING 1070 7ECWOLOGY DRAiE Amato.% FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 . . NOTE ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 'QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Val* Better SASH FRAME TOP OR BOTTOM RAIL CA-740 1.159" --..._ 2.139" —.— SASH FRAME HEAD, SILL. JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 434' 7 2.854" .062° NOM. FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS {{ acs 134. 1`NTS1 9 X11 /� 3.544' .062" NOM. ALUMINUM CASEMENT WINDOW, IMPACT vsr11 Nt lora 704 5-8 :A 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A Approved as emptying midi tb Florida B Date 1(OAI Miami Dade Product Coatis, Oh ,z- 6 zz 3�2r/o3 Lucas A Turner, RE. PE 401 W O C FP E MAX. HEIGHT `SEE SHTS. 2 & 3) Rawl O kmaally: paw 3/17X3 "Crow A VERTICAL SECTION .t)PERABLE UNIT NO CHG MILT SHEET MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT 7070 TECHNOLOGY DRIVE NOKONIA FL 34275 P.O. a Qx 1529 NOKOMIA FL L 31274 REFERENCE 'XO" & "XOX" FRAME ASSEMBLY DETAIL; SHEET 9 CDCD Visrir Be ii MAX. FIXED UTE DAYUGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) - MAX.WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS MAX. WIDTH (SEE SHT. 2) HORIZONTAL SECTION - XX 'ALUMINUM CASEMENT WINDOW, IMPACT : 3riea�.e u..cr . c ., . i • N.TS 8. d 11 75-8° • REFERENCE "XO' & "XOX FrF AMt ASSEMBLY DETAIL, SHEET 9 OCD REFERENCE "XX' FRAME ASSEMBLY DETAIL SHEET 9 ,O Approwal ar compbirveilla ris Florida Date NOM t�'1lF�t rY Wait! Dada Product Potted Luca A. Turner, PE. FE 158201 Medsarticai 0 y b P ag rnt ff N TABLE 12. {BASED ON 1 /4 ".TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) . ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX, VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX: FIXED WIDTH _g0,0 70.0 lima 9r: F.K. TEST REPORTS: FTL -3580. /16 .1 1'• .' ', 16 "H FTL -35821 GLAZING OP TIONS: A. 5/16" LAM '1/8 "A,.090,1 /8 "HS B..5/16" LAMI /81-18,.090,1 8 Si ) "°X0X" WIDTH VENT WIDTH FIXED WIDTH hen& By: Darr HEIGHT 26.000 NEG Remo er 36.000 38.375 43.000 48.000 50:625 54.000 57.000 60.000. 63.000 POS NE P EG 'SS PO G air- NE imajagikoma POS iagi 0fj ,j P. 69.264 19.125 31.014 A ' -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -64.9 64.9 -60.6 60.6 - 58.1 58.1 -56.1 56.1 -53.3 53.3 - 50.5.: B -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 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0. 70.0 -90.0 70.0 '86.919 24.000 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 -75.0 70.0 . -75.0 •70.0 -75.0 '70.0 -75.0 70.0 -75.0 70.0 '75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 73.8 70.0 .. C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 -89.4 70.0 -85.2 70.0 • 95.973 26.500 30.000 42.973 48.649 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 -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 A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 - 50.4 70.0 50.4 -90.0 -54.5 70.0 54.5 -90.0 -50.7 70.0 50.7 -90.0 - 48.2 70.0 48.2 -87.0 - 44.9 70.0 44.9 -81.9 , -42.0 70.0 -77.2 42.01-40.1 70:0 40.1 -73.1 -38.0 .70:0 38.0 108._649 B -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 • -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 •70.0 -75.0 70.0 C : -90.0 70.0 -90.0 j 70,0 - 90.0 70.0 -90.0 70.0 X4.7 70:0 -79.5 70.0 -716 . 70.0 -69.7 69.7 -66.3 66.3 -63.1 .63.1 115.89 32.000 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 -42.7 427 -40.7 40.7 -38.6 38.6 -36.6 36.6 ' B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 * -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 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 -41.4 414 -39.5 39.5 -37.5 37.5 - 35.7 35.7 54.627 B -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 x74.9 70.0 -71.4 70.0 C -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 55.7 123.135 34.000 . A , -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44:3 -42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35:5 35.5 55.135 B -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 -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 -50.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 A -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 56.418 B - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 . 70:0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0. -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.D -67.3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 . -53.8 53.8 130.000 35.896 A -74:4 70.0 -43.6 43.6' -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 362 -34.3 343 58.209 B , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69:3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 - -51.9 51.9 130.376 36.000 • (A -.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 .45.0 -41.4 41.4 -40.3 40. 6 -38..8 -37.6 36 37.6 - .1 36.1 -34:3 .3 58.378 B -75 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 -75.0 70.0 - 72.3 70A -68.5 68. C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 69.1 69.1 -65.1 65.1 - 60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 I 37.000 A -72.9 70.0 -42.2 - 42.2 - 39.7 39.7 . -43.5 *43.5. -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 - -35.5 35.5 - -33.7 33.7 60.000 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 ' 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 , 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.31 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 , lima 9r: F.K. 3117A73 A r"i>:V15£ TABLE 1 1, e;tASS TYPES a c 1070 TECHNOLOGY DFUVE NORMS, FL 34275 P.O. ea: <> NOpCOMIS, FL 34274 Ytsibty Better te.�aez PRESSURES- UNEQUAL CONFIG. tear ALUMINUM CASEMENT WINDOW, G -740 1 1HTS I 7. 11 . XO; OX & IMPACT m,� en 7045 -8 XO) imoK A hen& By: Darr • Remo er taa� wvel r f� tf t 1 12/77/0? bra a t7�a - % ./WI r 1 1 V= f11 101'0 1 f1DL . 1 I .( Uri 1 /'► 1 P11 ton r3. 1'i• 0VMMIN "XO' & "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 'AU Or "VA a AVIA LI P4 Mal V/11. LI 1 C YY111UVYY0 NOTE: IF USING:3 /4 TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO' OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. UNEQUAL UTES UNEQUAL UTES UNEQUAL UTES 1 "1 3 Lucas A. Turner, RE. PE #58201 m 3 D. b N N I S' COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XO' Ofd "O " '°i 1 1/3 A.3/16" LAMI 1/eA,.O90.1/8"HS) WIN Mb TEST REPORT: FTL -3582 . GLAZING OPTION: "NCO" WIDTH "XOX" WIDTH H EIGH1 63.000 26.000 31.000 38.000 38.375. 43.000 48.000 50.625 54.000 57.000 80.000 NEG POS NEG POS NEG POS NEG POS NEG j POS NEG PO NEG I POS NEG I POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 -75.0 70.0 -75.0 70:0 -75.0 :70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70:0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75:0 70.0 :75.0 . 70.0 -75.0 70.0 -75:0 70.0 -75.0 70.0 53.125 79.888 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 -89.5 69.5 -67.5 67.5 56.000 84.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67:7 - -64.9 64.9 - 82.7 62.7 -60.4 60.4 50.000 90.000 A -75.0 70.0 - 75.0.70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -68:4 68.4 -63.9 63.9 -6a0 60.0 ` -58.5 58.5 -562 562. -53.4 53-4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 - , 70.0 -71.1 70.0 - 61.8 61.8 -58.9 58.9 `. -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68A -582 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1. 43.1 70.917 106.375 A -75.0 . 70.0 -7E0 70.0 -76.0 70.0 = -71.8 70.0 -61.81 61.8.: -55.1 56.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72.000 108.000 A -75.0 70.0 75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 ' 54.3 . -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 42.2 -39.7 39.7 74.000 1 111.000: A -75.0 70.0 : -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. f ASED ON 114" TAPCONS OR #14 SCREWS) "XO" or 'OX" & "1/3 -1/3 -113 XOX" WINDOWS GLAZING OPTION: 6.5/16° LAMI (1/8"HS,,090,1/8"HS) AU. "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000' HIGH AND ALL "1/3-1/3-1/3 XOX' SIZES UP TO 111.000" WIDE x 63.000" HIGH TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO' or "OX" & "1/3- 113 -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 74.000" WIDE x 83.000' HIGH AND ALL "1/3- 1/3 -1/3 XOX". SI7FS UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX' WINDOWS IS LIMITED TO 41.3 P.S.F. Aard Ross a 3/17,w REWSE TABLE 8, GLASS TYPE A 534 Calm 1070 TECHNOLOGY DRIVE NO((QVIS, FL 34275 P.O.9RX 1M9 NOKC403,FL 34274 PRESSURES- XO, OX & 113- 1t3 -1/3 XOX WINDOWS TEST REPORT: FTL -3582 ALUMINUM CASEMENT WINDOW, IMPACT CA-741 I NTS I 6 'x. 11 7045 -8 0 3 x X Appr 'VuJ s one*: wILb'�1ee Nc�Ail Mini Probe Coiling elfgraVueof Lucas A Ilona?, P.E. . PE1 . • c1 I• I✓ CO CD N g ( -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 -58.2 -75.0 - 90.0 -75.0 - 90.0 - 56.2 -75.0 -90.0 -55.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 • 10 : A. 5/15" 91(118 "A,.09',1 /8 "HS) a/1:" LAIN ( = "H ,.090,1 HEIGHT . 28.000 3t000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -41.1 41.1 -38.6 ' 38.6 - 75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0. 70.0 - 38.6 38.6 - 38.5 36.5 53.125 106.375 C A 6 C A NEG POS -75.0 70.0 -75.0 - 70.0 -90.0 -75.0 - 75.0 -90.0 - 75.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 75.01.70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEC POS -75.0 70.0 -75.0 70.0 - 90.0 -75.0 -75.0 -90.0 -75.0 - 75.0 -90.0 -75.0 - 75.0 -90.0 -70.3 -75.0 -90.0 70.0 -85.0 65.0 -75.0 70.0 -90.0 7 -60.8 60.8 -75.0 70.0 -90.0 70.0 - 58.7 -75.0 -90.0 70.0 70.0 70.0 70:0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 58.7 70.0 70.0 NEG POS -75.0 70.0 -75.0 70:0 - 90.0 70.0 - 73.7 70.0 - 75.0 70.0 -90.0 70.0 -67.8 67.8 -75.0 70.0 -90.0 70.0 - 62.4 62.4 -75.0 70.0 -90.01 70.0 -58.0 58.0 - 75.01 70.0 -90.0 70.0 -54.3 54.3 - 75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70.0 - 48.7 48.7 -75.0 70.0 -90.0 70.0 58.2 -47.9 47.9 70.0 -75.0 70.0 70.0 -90.0 70.0 -46.4 46.4 -75.0 ' 70.0 -90.0 70.0 - 44.8 44.8 -75.0 70.0 -90.0 70.0 NEG - 70.4 -75.0 -90.0 -67.9 -75.0 -90.0 - 62.1 -75.0 -90.0 - 63.3 -75.0 -90.0 -59.3 -75.0 70.0 -75.0 -75.0 -90.0 -58.4 -75.0 -90.0 - 54.6 -90.0 70.0 -51.1 51.1 - 75.0 70.0 -90.0 70.0 -48.3 48.3 -75.0 70.0 -90.0 70.0 45.4 70.0 -45.4 -75.0 -90.0 - 44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -40.9 POS 70.0 70.0 70.0 67.9 70.0 70:0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 -90.0 70.0 40.9 NEG POS NEG -60.4 60.4 -54.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -59.0 59.0 -52.8 -75.0 70.0 -75.0 - 90.0 70.0 -90.0 - 55.7 55.7 . -49.8 -88.6 -81.8 - 44.8 70.0 -75.0 70.0 -90.0 63.3 _ -56.4 70.0 -75.0 70.0 -90.0 59.3 - -53.6 70.0 -75.0 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 =51.1 51.1 - 75.0 70.0 70.0 49.9 70.0 70.0 46.9 -90.0 -49.9 - 75.0 -90.0 -46.9 -75.0 - 90.0 -53.4 FOS 70.0 70.0 70.0 70.0 56.4 70.0 70.0 53.6 70.0 - 90.0 70.0. -90.0 .70.0 -55.1 55.1 - 51.4 51.4 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -86.0 ' 70.0 - 52.7 52.7 -48.7 48.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 81.2 - 70.0 -50.0 50.0 - 46.1 46.1 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 ' 70.0 - 50.9 50.9 - 75.0 .70.0 -88.21 70.0 -48.61 48.6 - 75.0 70.0 - 80.9 70.0 -46.9 46.9 -75.0 70.0 - 75.7 70.0 - 44.2 44.2 75.01 70.0 POS -47.9 -75.0 -90.0 -46.4 - 75.0 47,9 70.0 70.0 46.4 70.0 -90.0 1 70.0 -43.6 43.6 -75.0 -90.0 -50.0 -75.0 - 90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 - 43.5 -75.0 -70 -66.5 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 -42.2 42.2 -75.0 70.0 66.5 - 44.8 -75.0 -90.0 -43.5 - 75.0 -90.0 - 41.1 - 75.0 -90.0 -46.9 - 75.0 -84.5 -44.7 -75.0 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 - 44.3 44.3 70.0 -75.0 70.0 70.0 -79.7 70.0 44.7 -42.1 42.1 70.0 -75.0 70.0 70.0 70.0 -75.0 -87.4 -78.9 70.0 -72.4 -42.5 42.5 -40.4 -75.0 70.0 -75.0 -70.7 70.0 437.3 -41.3 41.3 -39.2 - 75.0 70.0 -75.0 -66.8 66.8 -63.5 -40.1 - 75.0 -63.0 40.1 70.0 63.0 -39.81 9.8 - 75.0 70.0 -61.81 61.8 39.1 70.0 60.1 -38.0 -75.0 -60.0 -372 - 74.3 - 57.5 38.0 = -36.2 36.2 70.0 -72.4 70.0 60.0 -37.8 37.6 -75.0 70.0 -59.1 59.1 37.2 70.0 57.5 - 36.7 36.7 -73.3 70.0 - 55.9 55.9 -36.1 36.1 -75.0 70.0 -83.2 70.0 -41.9 -75.0 -75.6 -39.7 -75.0 -57.3 57.3 - 35.9 35.9 -71.8 ' 70.0 -56.4 56.4 -35.4 35.4 -70.8 70.0 - 54.8 54.8 70.0 -76.4 70.0 70.0 43.4 70.0 70.0 42.2 -41.9 -75.0 -65.4 -40.8 - 39.8 - 75.0 -61.8 - 38.7 41.9 70.0 65.4 40.8 -75.0 39.8 70.0 61.8 38.7 -39.1 -75.0 -60.1 -38.5 - 75.0 - 58.7 -37.6 38.5 70.0 58.7 37.6 70.0 40.4 70.0 67.3 39.2 70.0 63.5 41.9 70.0 70.0 39.7 70.0 -69.2 -38.4 -75.0 -64.1 - 37.1 - 74.3 -60.5 892 38.4 70.0 64.1 37.1 70.0 60.5 - 34.8 .34.8 -69.6 69.8 - 53.2 , 53.2 -34.2 34.2 COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS' • WIDTH WIDTH 36.000 72.000 37.000 74.000 39.500 79.000 42.000 84.000 45.000. 90.000 48.000 96.000 50.500 101.000 54.000 108 55.500 111.0 57.000 58.500 117. 60.000 120.000 wirier car F,.K. 3/17103 TL•a+ OWE isy: Amex rr.__ a.e B -75.0 70.0 .- 75.0 70.0 C -90.0 70.0 -90.0 A -72.9 70.0 -53.4 B - 75.0 70.0 ' -75.0 70.0 53.4 70.0 C -90.0 70.0. -90.01 70.0 -75.0 - 90.0 -42.2 - 75.0 -90.0 - 49.1 49.1 -45.3 45.3 -43.4 -75.0 70.0 75.0 70.0 -75.0 - 86.9 70.0 -75.0 70.0 -70.1 - 47.5 47.5 -43.9 -75.0 70.0 -75.0 -84.3 70.0 -72.5 -46.2 46.2 -42.5 -75.0 70.0 -75.01 70.0 _ -75.0 70.0 70.0 -70.71 70.0 - 66.7 66.7 44.8 '-41.3 41.3 -40.2 40.2 70.0 -75.0 70.0 -75.0 70.0 -75.0j.70.0 ' -75.01 70.0 70.0 -90.0 70.0 -79.4 70.0 -69.01 69.0 -64.9 64.9 -60.4 60.4 -57.3 57.3 -54.5 54.5 -51.6 51.6 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 70.0 -75.0 70.0 -75.0 70.0 -75:0 70.0 -75.0 70.0 . -75.01 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 70.0 -90.0 70.0 -77.1 70.0 ' - 67.3 67.3 -63.31 63.3 -59.1 59.1 - 55.9 55.9 -53.0 53.0 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) • '9" & "1/4- 1/2 -1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" LAMI (3/15 °HS,.090,3 /16 "HS) AI '"O" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1070 TECHNOLOGY DRIVE NCCOA41S, FL 3 273 P.O. SCx 1V9 NOKOMIS. FL 34274 & "114- 1/2 -1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580. FTL -3582 43.9 -422 70.0 -75.0 70.0 70.0 - 68.4 68.4 42.5 -41.2 41.2 �/u;bty Be. ^...r -75.0 16" r1 I 16 A,.0' , 1 1 70.0 - 75.0 70.0 -72.2 11 70.0 -68.4 68.4 TEST REPORT: FTL -3580 1-90.01 PRESSURES- 0 & 114-1/2-114 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT r..�.7.an 1 .NT.S ! H of? 7045 -8 n NOTE IF USING 3/1 TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. . DESIGN PRESSURE FOR "XOX• WINDOWS IS LIMITED TO 41.3 P.S.F. Appswed so complying with the Florida B C NOAd Mimi Dodo Product Coatrol A Ttan®r. P.E. PE 068 PC. • P ( O � 34.000 36.000 37.000 -75.0 -75.0 - 75.0 70.0 70.0 • ' TEST REPORTS: FTL -3552 FTL -3587 "X" WIDTH 19.125 24.000 26.500 30.000 32.000 A 8 A 57.000 60.000 - 26.000 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 - 90.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 P 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 70.0 31.000 - 90.0 - 90.0 - 90.0170.0 -90.0 -90.01 70.0 -75.01 70.0 -75.0 -75.0 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 75.0 70.0 36.000 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 - 86.3 -90.0 70.0 45.0 .70.0 -75.0 - 75.0 - 75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 38.375 -90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -87.4 -81.0 -90.0 70.0 -75.0 70.0 -75.0 - 70.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 75.0 70.0 -67.9 -75.0 67.9 70.0 43.000 -90.0 -90.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.6 70.0 - 90.0 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 - 75.0 70:0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 48.000 -90.0 - 90.0 OS 70.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 - 90.0 70.0 - 68.4 68.4 -90.0 70.0 -61.8 -90.0 -57.5 -75:0 -54.3 - 75.0 -52.8 61.8 70.0 57.5 70.0 54.3 70.0 52.8 -75.0 70.0 50.625 -90.0 - 90.0 -90.0 - 90.0 70.0 - 79.9 70.0 -90.0 70.0 - 63.9 -90.0 - 58.9 - 90.0 -54.9 - 75.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 IMBUE -75.0 - 49.9 - 75.0 70.0 49.9 54.000 -90.0 70.0 -90.0 70.0 - 90.0 - 90.0 -75.4 70.0 - 90.0 70.0 -60.0 - 90.0 -55.1 -90.0 70.0 -51.8 51.8 - 75.0 -47.9 - 75.0 -46.4 70.0 -75.0 70.0 70.0 60.0 70.0 56.1 70:0 47.9 70.0 46.4 -90.0 70.0 -90.0 70.0 -90.0 - 90.0 -72.4 -90.0 -58.5 70.0 70.0 70.0 70.0 58.5 -90.0 70.0 -53.8 -90.0 - 48.6 -75.0 -44.8 -75.0 -75.0 53:8 70.0 44.8 70.0 -90.0 -90.0 -89.6 -90.0 - 69.9 -90.0 - 56.2 -90.0 =50.4 70.0 -90.0 48.5 -45.2 - 75.0 -75.0 -41.1 -75.0 70:0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70:0 EOM 70.0 41.1 70:0 -90.0 -90.0 -86.3 70.0 - 90.0 70.0 -67.8 -90.0 - 90.0 nano - 90.0 70.0 -42.4 42.4 -75.0 -39.7 -75.0 -38.6 - 75.0 70.0 70.0 67.8 70.0 70.0 70.0 39.7 70.0 38.6 70.0 NE PO -90.0 - 90.0 -84.2 - 90.0 -68.2 -90.0 -51.3 -90.0 -45.6 70.0 70.0 70.0 70.0 66.2 70:0 70.0 45.6 -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -43.9 Fatimwati 7.0:0 70:0 70:0 70:0 65.0 70:0 49.8 70.0 -90.0 -90.0 -81:7 -90:0 -63.7 -90.0 - 48.3 48.3 - 90.0 PO 70.0 63.7 70:0 70.0 70.0 70.0 -90.0 43.9 -42.2 70.0 70.0 70.0 ZIN 10 A. 0/1 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS: ' " WINDOVVS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAM( (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000° WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 72.000 74:000 -75.0 70.0 - 75.0 - 70.0 P. N 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 NE 'IS G PO N 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 : -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0-72.1 70.0 -75.0, 70.0 -74.4. 70.0 , -69.6 69.8 •-65.2 65.2 -63.0 70.0 ' -75.0 70.0 - 68.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 70.0 -71.1 70.0 -61.8 , 61.8 . -58.9 58.9 70.0 - 65.5 65.5 - 57.5 57.5' - 54.9 54.9 POS N 70:0 + -75.0 70.0 _ -75.0 70.0 . -75.0 70.0 -69.5 63.0 . -60.8 58.5 - -56.2 OS NE 70.0 ; -75.0 70.0 70.0 - 75.0 70.0 -75.0 70.0 69.5 -67.5 67.5 60.8' -58.0 58 0 56.2 -53.4 53.4 - 75.0 - 75.0 70.0 -70.4 70.0 70.0 -67.9 67.9 -54.3 , .54.3 -51.1 51.1 -52.8 52.8 -49.9 49.9 70.0 -75.0 70.0 -73.7 -60.4 -59.0 60.4 59.0 - 56:1 56.1 -51.8 51.8 -53.8 53.8 -50.4 - 48.6 -48.6 -45.2 -47.9 47.9 - 46.4 46.4 - 44.8 44.8 -42.2 - 43.5 43.5 -41.1 50.4. -47.7 47.7 45.2 ' -42.4 42.4 41.1 -38.6 38.6 N NEG PO G -75.0 70.0 -75.0 -75.0 70.0 -75.0 - 75.0.70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 - -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 A A - A A A A . A -75.0 70.0 A -75.0 70.0 -75.0 70.0 - 75:0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0. 70.0 GLAZING 0 6' LAMI (1/8 "A,.090,1/81 -1S) COMPARATIVE ANALYSIS TABLE 3.(BASED ON-1/4" TAPCONS OR #14 SCREWS ff WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS; ''XX" WINDOWS . GLAZING OPTION: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) ALL "XX" SIZES UP -TO 74.000' WIDE x 63.000" HIGH TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS` "XX" WINDOWS , GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ,ALL'' (X" SIZES UP TO 74:000" WIDE x 63.000" HIGH Rand kr - - a+rc F.K 3171C3 nerd - .: Rear A REVISE TALL.. S 1 MD 3, GLASS TYPE A "ice W70 7E GGY CR1VE MAMAS, FL 34273 P.a aax 1529 NON:06f1 FL 34274 "XX" WINDOWS TEST REPORT: FTL -3582 1-75.01 70.0 TEST REPORT: FTL -3580 1 -90.01 70.0 Mrholiktakt TEST REPORTS: FTL -3582 60.000 scale: firestn, A LTO 44 42.2 63.000 -39.7 39.7 NOTE: IF U 3116 TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFJG. WINDOWS ALUMINUM CASEMENT WINDOW; IMPACT an.++pkc -90.0 70.0 -87.8 70.0 -84:4 70.0 NOTE: "X" WINDOWS WIDER THAN 32" AVAILABLE AT MAX. HEIGHT OF 63' ONLY. IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F App iced as tou•i!i>N; with taa . - Dace NOM F _4?fir' frails t Coartvall ry 1 3/2/473 Liras A Turret, P.E. PE 055201 0 t F-3 a cn r cn 0o k i s Co 5 • SEE MID-SPAN ANCHOR • DETAIL SHT. 2 TYP. (2) MAX 13" 0.C. 4" MAX. R*1: If For, 32" MAX WIDTH 25" MAX. DAYLIGHT OPENING • 1117.siesal ...■■•••■• L I 1 14 1/2* • 4" MAX. MAX O.C. • ELEVATION "C" - 72 HIGH X' (SEE SHEET 4 FOR PRESSURES). NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 1 lisped by: Dee: F.K. 3/17103 RIT0/0 Sy: Dee: 141/20 MAX. 0.C. VENT 4-IEAD & SILL ONLY. 'Reteuenr: liarfebres: REVISE ANCHORAGE •■■■•■•■ SEE MID-SPAN ANCHOR DETAIL --\\ SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4' MAX --- • 30" MAX • 53" MAX. DAYLIGHT DAYLIGHT OPENING • OPENING I__ -- 37" MAX. VENT 97' MAX. WIDTH 1070 3427 OR P.O: BOX 1529 F?_ 34274 13" MAX O.C. 60" MAX. FIXED ELEVATION 'V - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) t 56" MAX. DAYLIGHT OPENING awe 1 wee, • SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) • ELEVATION "P - 63" HIGH "X0" & "OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) "OK' ELEVATIONS Taw ALUMINUM CASEMENT WINDOW IMPACT • • 3/21/v3 Lucas A Turn*. P.E. PE 158201 65" MAX. DAYUGHT OPENING • SEE MID-SPAN. ANCHOR DETAIL SHT; 2 TYP: (2) 72" MAX. 13' HEIGHT MAX. O.C. 4" MAX. • 4 MAX. • r ar MAX WlpTH r 30" MAX. •OPENING DAYLIGHT1 . X 56" MAX. DAYLIGHT 0 P EN ING I 141/? MAX. 0.C. • ELEVATION "D" - 63° HIGH "X' • (SEE SHEET 4 FOR PRESSURES) • SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 63" MAX 13" HEIGHT MAX O.C. 4" MAX. 4" MAX r•--- 60" MAX WIDTH 53" MAX. DAYLIGI-IT OPENING 0 MAX. o.c. 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT CENTERLINE 1 1/2 1 112" NM-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. it 317A73 caw 4" MAX. t - 4R - Fastking A REVISE ANCHORAGE ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TY'F'. ( 30" MAX. DAYLIGHT OPENING 37' MAX. VENT TYP: MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX..WIDTH 53' MAX. • DAYLIGHT OPENING. 13° MAX. O.C. 60' MAX. FIXED ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) taro Fc l?i iOGY ERNE NOKOMIS, FL-34275 P . B O X tsar NONOVIS, FL-34 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 30" MAX DAYLIGHT OPENING �ettes 4" MAX. 4" MAX: 63" MAX. HEIGHT �- 14 1/2" MAX: O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) "KX" & NXOX" ELEVATIONS ALUMINUM- CASEMENT WINDOW, IMPACT 56" MAX. DAYLIGHT OPENING \ — J 14112" MAX. O.C. TYP. ELEVATION "B 63' HIGH 'XX' (SEE SHEET 4 FOR PRESSURES) 74' MAX. WIDTH 30' MAX. r -- DAYLIGHT -- OPENING SEE MEETING RAIL DETAIL TYP. (2) 56' MAX. DAYLIGHT OPENING 63' MAX. HEIGHT APProved Maids Data NOM Mimi Dade Product Camel Lu A. Turner. P.a PE #58201 'd 0 1-3 JAMBS: NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/5 ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .094 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16* ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16 LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE IM{IAMI DADE .COUNTY). B.. POSITIVE DESIGN LOADS BASED ON 'WATER ER ! EST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE ent_INTY. D. FOR `X" CONFIGURATIONS SEE SHEET 4. E. FOR 'XX' CONFIGURATIONS SEE SHEET 4. F. FOR "COX' & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 44 "XOX" & "XO" OR "OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE 'XOX, *X0 "OX' CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14112" SPACING ON VENTS MAX. 13° SPACING O7 �� FIXED L.1 11 ES. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART A T MID-SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIIMEN T : NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME„ 7. REFERENCE TEST REPORTS: F T L -3580, FTL -3582 & FTL-3587. liemml Coix F.K 3/17,173 Ramie ay: Armin s3 ass c 19/!7 REVISE ANCHORAGE NOTE 4 M70 T'r. �Ht LOGY LAIVE NO FL31273 P.O. sox M9 P+OK010i, A 34274 11 '01 x o f 090 SOLUTIA OR DUPONT INNER LAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS Visibly Herter CONFIGURATIONS OPTIONS T 0 .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS UNEQUAL L1TES UNEQUAL LITES 0 x UNEQUAL LITES 1/8" HEAT - STRENGTHENED GLASS .650 NOM. I GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" HEAT STRENGTHENED GLASS .650 NOM.' GLASS BITE 7/16" LAMINATED GLAZING DETAIL Darliplore NOTES ES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT terMu MISM lame arm: Gmarg CA -740 I N7S 1 1 d 11 I [ 7045 -8 A I NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2-3 .DESIGN PRESSURE TABLES. 4-7 SECTIONS CORNER CONSTRUCTION 9 EXTRUSION RUS1ON PROFIf.ES 9- i u PADS LIST 10 ANCHORAGE 11 Apps al csuolnlyiag w t Florida Badding C Dar 0 22. .0 NOL Nom' sus 3/2! // 3 Lucas A T wner, P.E. PE =01 MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PCT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being . issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH - 701" Aluminum Single Hung Window Impact and Non - Impact APPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets I through 8, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact and Non - Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01 0109.01and, consists of this page 1 as well as approval document mentioned above. The submittcd documentation was reviewed by Raul Rodriguez. NOA No 02 -0419.13 Expiration Date: February 25, 2006 Approval Date: May 23, 2002 Page 1 at t PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /0/41)—(V Job Address 41 6 -6 _Sf Tax Folio Legal Description Owner / Lessee / Tenant Owner's Address Contracting Co. Qualifier State I ure of owner and Date: / 6 ** * * 2 ickciriA 7.,7e,. . Bch IN5 9 CS\ Ku V.- - 6,,xt\kAci , r4` c(kr.Lto 1 Municipal # Competency # Ins.Co. /� Architect Engin ' i - A34 c. Address (4(4 M 6 * O Bonding Company Address Mortgagor Address Permit Type(circle o : BUI � L --, DI , �1 ELECTRICAL PLUMBING ` MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ( 1 C),k \� �(l.' L rh' \{� SV� {,S Square Pt. Estimated Cost(value) $t �� S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authori the above -named contra tor to do the work stated. /GI Condo President Notary as to er area or Cor`ido `1 r es`rt#tent My Commission Expires: Address, I — 3 — 014 -- 045.° 7 Master Permit Phoney? 8 3 yo 9s 0_ 3 Phone Signature of Contractor or Owner - Builder Date: .'fc :. =.r Fnf� a�d4 Notary as to retractor or Owl Builder My Commission Expires: * * * * * * * * * * * * * * * FEES: PERMIT (I:14;r / 0 RADON C.C.F. 1 r 540 NOTARY TOTAL DUE ;09',4 APPROVED: Fire Zoning Building rt ) / 1 f( yy Electrical Mechanical Plumbing Engineering Other REC: 16148n922 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NOX J � — 3 ( — 14 — o v s 0 STATE OF FLORIDA: / / / /// ��`��` COUNTY OF DADE: 93R5889 16 1993 DEC 01 09:5 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: L4 tO 2. Description of improvement: 1 Uf r l ((.f\ & JV K 3 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: T ( 14. )n f1I 3 1, ?C, 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: gnat of Owner Print Owners Name Sworn to and subsc Notary Public Print Notary's Name 'ir © g neride My Commission Expiresl;ay hStt;_ '':: : r:t:3 19, iC94 'Fond e •u Tice o n . In*.uranc3 k r, i11P aeco!I IN OFFICIAL RECORGSR ' u! DADS CD u,4TT. FLORIDA. RECORD VERIFIED -- i HARVEY RUVI% CKERIt CIRCUIT coot ; F , � ,, 8. In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. P/1N Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: Addr ATTN: GARY B. 5795 N.W. s6 AVE MIAMI, FL 33142 NnETMUrvL, IAN DADE COUNTY. FLORIDA -r .w METRO Chairman Bertram 1. ltars#t' t ice - Chairman Hi) La's. ter Members Ronald Aver James Arias Geortte Berlin Thomas M. Black Latt renre .4. Bursar: Ted Brtdis Oscar Brennan John Calptm Eduardo Carnet large de la Tontente H. Carlton Decker A rnold Goldman Richard M. Horton Dante! Lewis John Lindstrom Ste% en .Lowe Joseph .%lokher. 5r. James Power William Riley Armando M. Rt: o Thomas Utterhack .iltred ietchrrkd Rud% ki!lmnu Board Consultant John Ptstoraw Staff Charles Danner Sand% kratreb Gil Diamond PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Company, Inc. 5795 N.W. 36 Avenue Hialeah, F1. 33011. Your application for Product Approval of Storm Panels under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by ynezevich & Associates drawing #91 -195. sheets 1 and 2 dated 8 -5 -88 has been accepted by Product Control under the Specific Conditions set forth on page 2 and the Standard Conditions on Page 3 ACCEPTANCE No.: 92- 1223.5 (91) APPROVED : March 16, 1992 EXPIRES : March 16. 1995 * *PLEASE NOTE ** THIS IS THECOVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: March 16. 1992 -1- v itl METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128.1974 (305) 375.2981 (305) 375 -2612 l�l Gil Diamond, P.E. Product Control Division Supervisor Charles banger,•JP.E. Deputy Secretary Metropolitan Dade County Board of Rules and Appeals NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approves a removable storm shutter consisting of 13.5" wide panels (12.00" net coverage) with 2" deep corrugations. 2. The panels shall be made of 3003 -H16 aluminum of 0.032 ", 0.040 ", 0.050" or 0.062" thickness. The anchoring extrusions shall be made of 6063 -T6 aluminum. The extrusions shall be made of thicknesses as shown in the approved drawings. Anchors shall be #4015 Tampin, stainless steel or ASTM 307 cadmium plated steel. 3. The shutters shall be installed in concrete buildings capable of sustaining the windloads transferred through the shutter. 4. The maximum spans, allowable height above grade, and anchor spacing shall be in accordance with the tables in the approved drawing 91 -195, sheet 1 for non - coastal construction zones and sheet 2 for coastal construction zones. 5. A 1" wide x 0.046" stainless steel clip may be used to retain the lower part of the shutter in non - coastal construction zones up to 15 feet height above grade. 6. All units shall bear the manufacturer's identification and product approval number and strictly conform to the details on the approved drawings, as well as all applicable requirements of the South Florida Building Code. 7. Applications for building permit shall be accompanied by duplicate prints of the approved drawings 91 -195 sheets 1 and'2, clearly marked to show the size of the panels used, along with the plot plan location and giving size of all openings to be covered with the shutters. 8. In order to issue a permit all zoning regulations`"must be met. 9. This renewal supersedes Product Approval 88- 0630.2 "dated December 12, 1988. -2- ACCEPTANCE No.: 92- 1223.5 (911 APPROVED March 16, 1992 EXPIRES March 16, 1995 1 Diamond, P.e Product Control Division Supervisor METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE Chairman Berman S. Hinshaw Vice- Chairman 11.0. Lasseter Members Ronald Ager James Arias Geroge Berlin 77umnts M. Black L,nnnce A. Borsari Ted Bridis Oscar Brennan John Calpini Jorge de 1u Tcnrr•ieme N. Carlton Decker Arnold Goldman Richard M. !I Daniel Lewis John Lindstrom Steven Lowe Joseph Moldier. Sr. James Power William Riley Armando M. Ri;o 77unnas Unerhaek Alfred Wrjs1,md Rush Williams Boa,rl Consultant Jahn Pi.srmrir Charles l) u rger Sandy 14knreb Gil Diamond -3- NAhr METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIDA 33128-1974 (305) 375.2981 (305) 375 -2612 NOTICE OF ACCFETANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. , 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, . roduct Control Division Supervisor ( MAXIMUM PANEL SPANS & CONCRETE ANCHOR SPACINGS SCHEDULE FOR NON - COASTAL ZONE INSTALLATIONS HEIGHT ABOVE 54540E IN FEET ALUMINUM PANELS STEEL PANELS O. 011- 0.04 0.04( ,2 042 re NCAOR CoNCRe A 3PAC 144. 1/4 BOLT 00U6La WASNoos SIZE • 246,.".• c0 c4Er 1•. r 4c - 3 /4C /Ni• //4 BOLT QOUGLf 4 5'ZE. 171U - A 77'00 - O TY•w -A rem - 6 O'- 5 .. /0 /0' -9• // =4. / /' -l0• /e•o.c. • :4.0.0. 5/4•95x IIIG T.M. II• - .. 4 2Y'0.4. '//4'0 w '/IG" 71.1..• a' - 16' M 7 -a• /0' -4" 10' -P• a -S" /3'' 0.c. 24" 0c. 4/4( .0 /l y16•' 1' l 0'. 3" iB "O.o. 24"0.0. '-0'4A xl /.G 714K. )5'- 25' 6. G• .1 •' I0.4' /0 ='I I2'ac. /B•OC. als' 0$ 7.I/10' T1 '17 '3" I 2 "O. G. I&',.A. 'I/4•' xIhfd TAM. 2'S' 15' 6:0• •■ D. _ 9' - /I 10 =5• 1Y a1-. IA. 4••• a/0'0. 415" Two. 8= )" %2'O. IB "O. G. /4I•44 x' /IG"TPA. 95'- S5' 7.3• 6 =4• 1'.G S' - /I• • /2• OC. /B e/4 7c 1/10" 7M.'. 1:11" 140.0. 16•'4. G. 9 /4l40 x %li•TNK• 03' -73' 7 6 = 2' 1=4.• 9C/o• /2' ac. /0. O.G. 9/4'4 llli TM'. 7' -lo" 12 "w0. IG "OHes. a /•/', xl /10 " TMK. 75' - 100' a= I/• 7 1'.O' 1'. 6 /2'0.c. /G• 0.C. 34 # x Ills' Tow 71 a,. 12 "•S. IG'o• 4 • 'Y /Oda x V16' roc- Ice'. /so G' - 7' 7'.4' 5'.7' 7 G It AC. WO x. 1/Id' Two 1:2• G "A IZ "O. c. 3 /q'4' 4 I / IG "TMK. 190'. 250' G'.2• 7 = 6' 6=0 1=2' G•0.e. If•O.C. # I<Illa. IN•S G:°)" G "5.5. 12#. + /4 x /IG"7 • NON GoacSTdL. ZONE :N ST2LL-L. 'fl 4S FRO► -1 0'7015' PANEL SPd14 Ib2LTS. Gums RSs'o 4 rpp•GlNil Pin PAM® . d. 5' 74 a me 0.4 an 1 GLIr cart PA,MBIL e' -Ia' 1 11M11-ft , ac. , -oNw at 1 cuP, •"^G. • I.'ALC nacwrNEA0EZ Zp • /OS' ASS' WALL MOUNT so SGALC jI ts /•1 CE/L/N6 /MOUNT" HEADER TYP 1C.44 STORM PANEL g M5 lLE . ..we AsorscAN. f rk'C.GMESS B4C.D. rvs PIN De 771N/ See SCwr A•WEL LENE.714 f -.014 (01 12 PANEL SPAN OR.V• 01 MI OR TAMMY WIA'.'4 • 0.004 • r,01. WAS"ER TYRO P0'NL t ".OU,.T woe a 0•s.c 4 see MOIL 45.1 vs or TAN /.W sz6 5':NSDULa WALL /MOUNT BASE Wi e r .0,o 111 � r 101 • SEE Nair II? / Q d/ F•01,11240 COACRWM PeQU/REO. (7'P.) /14'5IDE MOUNT 450 5,5Le 00 as0 090 ,DSO .TNIG14 i551 4.0 -20 501.7, w/ NUT r 00081-5 WA5NERS(525 Scue- PULS FOR 914E) TNQU PANEL * MOUNT 4052 e oc * x! NOTI 45.1 �4 4 00LT,•T 4 %' 6 5 4.00A 1114. w.VYtR '1111.1.1 P4Nl1.. 4 WOUNT Roe ea O.C. *sae 44 •• 1 7TP5 •A• 40 STAR 7 ANCHOR _ _ TYPE '6' • I/4 •I. X )g4. 1-5 0141.40N0 1441.4•411 CRAM PYNS. } * SEE NOTE M..? Float r azls' CL/P 34 see NOTL. Mx O cup c /Z'OG. err.) �► •re Noll! a c /. l/4- -2p 'VOLT 4 44117 2 12 CON: IN UOUS . 3%3 • 4 04 .4•454E 504470 At 400S-7 4E' 02N E'PiN OA' 7;044 /N SCE eCMOul.E 7YP •CAL, IN5T4LL477ow RSQUI RE/4SNT9. •0 6uL6 ENE NOTES I- THIS STRUCTURE HAS 555N D5510N5 e uTN FLORIDA SUN - DINS CODE /q 99 2 - PANELS 144110 SEEN VV5I4NED TO 6e INSTALLED /N COASTAL ZONES NON COASTAL ZONES. 3- ALUMINUM PANELS TO 6r 9005_4115 ALLOY 4. TO 6E SPLICED a 12• O.C. w /TN ONE ENT /Rr PLANO,' OVERLAPPED. 4 - ALUMINUM EsrRUSIONS 7D 52 5053 -75. 5 - ALL 301..5 770 ee 2024 -T* ALLOY, OR ASTM A -307. GALVAo /i!4. OR 5741015.259 STEEL. 5- CONCZETE ANCHORS 79 Dr *40/5 STAN' TAMPIN OR / /¢•SIS A //g1- LG. DIAMOND HAMMER DRIVE P /455 AND SHALL 3M 1/5110 AT SPACIN3 SHOWN IN SCHEDULES. 7- /7 91441-1- De 7745 Re31oN91 a/L/TY 0PTNe PERMIT HOLDER' 770 VERIFY 771E STRUCTURE AOEQ[IACY OP rue 35157 /Na 9TRUCr ore 795057 7451 NEW SUPERIMPOSED WIND LOADS 401079 VS/P /PY ALL D/MIENSION5 AT sirs. e- is WIDE x 0.04i'77NGK SPa/NG CLIP, SAE /O15 NEAT TNE.A.Teo TO 434d , 6Y R0.X wELL COMPANY - w- 10- SPACIN6 AND 001 /0LC WASHERS SIZE 9CMEDC/LCS FOR COASTAL 0NES /NgTALLA7/ON9. Il- PRO.i101S A I /4 3.0. 951.7 W/ 9 / ' Yha w431+ER j WING I4v7 a IQ'0.4 a M.DOP4N FOR. / 9f4014 ? 10=0•. /2- STEEL rANEL5 To 95 A..S.T. M• p.- 924 / 5' OHO 0A1-VA/"•2E0 57931. P4I Vv/ MIMMNI-1 Fro. Ci0 K.3.1. .._ V IU N I7 Q I7 W Z Q : 0 a 245 p WOm m > LLm 4 • 0 (0m O ' 4 Z W w W a. (T 1 ?_ I w w o. J W z a 2 cc 0 N W 1 1 i LL 2 s 0 m 2 a 0 O • 55 2. d N 1 I I W 0 Ina no 91 -195 sheet 1 oP MAXIMUM PANEL SPAN SCHEDULE FOR COASTAL ZONE INSTALLATIONS END ZONE INTERIOR ZONE NEIL TAsOYe Game w FEET OE ALUMINUM PANELS STEEL PANELS CLASS No 1 BLDGS ; CLASS No 2 BLDGS. CLASS No 1 BLDGS CLASS No 2 BLDGS. E WU, 0.032' 0.040' 0.050' 0.062' 0.032' 0.040' 0.050' 0.082' 24 GA• TYPE B t /•' l -30 SOLT DOV •La WAIMEA! 11121 0 -5 24 bA. 29 "O.c. DOUBLE wA•ME "• SIZE 3 /a' 1/16• 9/a O X 1 /I6" /5" ac. 0 -5 9 -G" 10 - 4" 10=10" u_ ll` - 5" Ir =ro' 7 ' - r0' 10 =/ 9=0" to =m 9' to" 1/' -l' /O` -4 re-7' 40= 5" / M // O.C. /0" 0.C. �� I $' -d" lo'- lo" ' I S3 " O.G IV 6 ' 4 " G 21" O.G 'Y9/.4=',12 x %la,' I Wet fib s -1s 6'-8" 9� !O° /O' -4" 10:10• 7`- I" e. 2" 9 =4• , 9 = 10' I %5 .. 1 ® ! 15'ac. 9/ 4 x l l!o• 9d X I/IG I / 7/4" co X I /Ifo 4. i /IG D / 0 X " 1= la" 14' c.c. 35 -55 / /' dG. 15 -25 7 =10' B 5" 81'/1 " 9g-7* /p! ?• ,o 3' /O`-d' 6' -G" 8L N 7 -5' 9 to =o" 10=6" $:61. ��Z' .9/.4)' 1 m x IA /�'�x /I!d O.C. I $. 10 60 -75 IiIM /9 "O.c. 7= 4* eta" 9 IO' -O' 6' -1" 7 B:O" 9 =l" ' g l e . ' I 1 ' 041 - 1 ?o.c. 618N 100 -150 /d o.C. Lir 7! 10" - � : 1" r .' -o" l=a,'" ■ n O.C. .. I'y IG 'o.C. ?. q 1 / /"�x �• • ' x /1 d' 35 -SS 7.4" e' 3' 9 =5' 9 =r0 7:0' d -o" 9-l" 9 - 9' 36 -60 c' -7" 7LG= 6' -6' 9 =5' i 8'6• 6 7 =l" e'-s' 1 c � P ... _IiiiIIIII,,g, ' d 60 -75 TifigligaMiliMM MilijElerging 5' 49 ",,'" 75-100 *.a." G- 10 " '■' _ ... AAIIIP IPPP. I liffilMOIMOM IiiPitildarellIMIM 100 -150 V-1' ' ' 150 -250 MAXIMUM CONCRETE SPACING SCHEDULE FOR COASTAL ZONE INSTALLATIONS HEIGHT IN FT ALUMINUM PANELS _ STEEL PANELS GRADE GRADE (h) CLASS No 1 BLDGS CLASS No 2 BLDGS CLASS No 1 BLDGS CLASS No 2 BLDGS E WU, TYPE A TYPE 6 T•• 1 -20 SOLT TYPE A TYPE B u4 1-20 SOLT DOY•LI W •lza - TYPE A TYPL• B 11•• 1 -10 SOLT DOUR[ w al TYPE A TYPE B t /•' l -30 SOLT DOV •La WAIMEA! 11121 0 -5 /g'O.G. 29 "O.c. DOUBLE wA•ME "• SIZE 3 /a' 1/16• 9/a O X 1 /I6" /5" ac. 2 ?'ao 3/' O.C. 9/4 "0 II16" .J /d" 40 X 1 16" 9/410* 1 /I6 9 /d 0 K 1/16" � 11M1 n at:. I 2 5n QC. �' '. 28 GC. � 2 1" O.G 24 " O.C. � 35}ub 2 2 a.e. I I I 0.G p.ddaddi l7 iffigi 3 /q 1 /t 6 1 , /4 "4 k 1 /1 S" 22" 0 .G , 44x 1 /I4" • 'VA!' ,:fr X I /I i 5 - 15 ilM 213 941 0 x 114 ' °J /4' m X I //G" 91,4 0 K I/I4 d X I /IG" 9/4 M // O.C. /0" 0.C. �� /9 exc. ?7 "O.G 1 •1/,f.�4r x VI be N. k /I (o" ' I S3 " O.G IV 6 ' 4 " G 21" O.G 'Y9/.4=',12 x %la,' I Wet fib 15-25 21 O.G 16"a. c. 9 C� X 1160 � "J /4' X Vic. 1 14 I 4 QX ■ / 0 9/4 "� K I /lam" '�/4' x l/I 4, 3/4 x %I0." it" .1..1.c. • IG I. a. c. 2'/ O.C. O .C. 1® "Y4'� 7 '/I m" w /'}':1 x I ll 6'. WO x'1 w° o f /.4'4 x %I G' 25 -35 ® ! 15'ac. 9/ 4 x l l!o• 9d X I/IG I / 7/4" co X I /Ifo 4. i /IG D / 0 X " x' / l d /�F "� x I /IG" , 5/4'4. x1/l`' "1/ r 4'm 1 /1 !d 14' c.c. 35 -55 / /' dG. I 4 0 X 5/S2N 1 `% W /9S" ' 0.G 12 "0.0 16 O.C. 144 x l /I a. " V-4 x /16" 55-60 9y4 10 x lll6 _ SAO ItX I /IG" /8'O.C. � � 1 x D /92• I" X +J2" .9/.4)' 1 m x IA /�'�x /I!d O.C. QC. 13 18• " O.C. '/44, villa" A /pl,.�x1 /1 60 -75 IiIM /9 "O.c. I. X 6 /9 4" m g b /94r illiPr I'1" Ot._ lot O.G. I $; exc. 3 /b=oo x1 /,d' 3 /4"4t , x' /1 e.' 75-100 rifigeMMI I ■ X 3/ 1 I "� X 3/.,2. " a , a It" O.• l 0.4". I 1 ' 041 - 1 ?o.c. "/ / . ' , "..4"11 , x l /1 rd 3 /q"4.x l it G'. 100 -150 /d o.C. x � I" 12 • 1" 4 X 5 /ts4■ . „ O.G. 8 I P' o .C. ■ n O.C. .. I'y IG 'o.C. ?. q 1 / /"�x �• • ' x /1 d' �,. o.c 4 7' O. C. . Il a o I I , G ° /A -'fi %1 /' 12 4%45Y ' /I 150 -250 �� 1" 4 x 3 /e2• ■44 X 3 / TABLE N0.1 FON ENTERING TO SCHEDULE ". A D o4txaau CLASS 50.1 BLOBS. CLASS N0.2 BLDGS. Ho.50, 0<H 060 H >60'. E WU, wow o•a••o. ...0•YU a a 41.10 OR MT PP •PF o•.o wo. o-NO. ...a FP • ...LLA. 6U6.ONGS ' CONDITIONS DCLOSED ENCLOSED PAW 3 00 _ 7 TYPICAL ELEVATION OF WALL ANALYZED NOTES TYPICAL PLAN OP BUILDING t 31 •• WE I No 150 L W • 150.16 WOTH 6 BLDO.IN, 1. K.•1 W • 1501411 OF (W1.321 2. END ZONE : DEFIED BY DIMENSION '2 ma rq .Ln.Ta•1 3. INTERIOR ZONE: DEFIED BY THE a(I ieG AREA OF TIE WALL .. ANALYZED. uR rWWCAL ntnTN'1 •. N • NIGHT ABOVE GRADE TO TOP OF PANEL. e DETERMINATION OF_END_&1NTERIOR ZONES FOR COASTAL ZONE INSTALLATIONS 0 m . 17 m w w • Q N Z p �w9m m Q > IL I11 4 • 9omm Z W w Y N( � T7 wO w Z22Z I 0,40 w w2a 1 1: w Z r OW O < N y E9 Zc Z cb V/ 2 1 2 5. • i.t 1 drawing no 91 -195 sheet - oP 2. THESE PLANS ARE APPROVED FOR I ISSUANCE OF A BUILDING PERMIT • WITH NO VARIANCES • WITH V NO OTHER.DE "IATIO "'S FROM THE M FI7,,E DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT BUILDING DIRECTOR 4 4 %A44 r r`7 PLANNING & ZONING BOARD VILLAGE ':OUNCIL APPROVAL PRELIMINARY: MINA REMARKS: _ a COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED \ I .. F e - /0 0, ' 2.0' . • 417 /5,17' • •r -• • - 4 , ./ FLA' or5 ,.. II • j :2 i41 C; 57 c / , 1 1 0 FL,sz.,„//, 1, - 9.87' r'Niccive. 1- sroop --1 k.9 ‘ ..:. • s. \ \ 2/.95' „••• Cr. r.; •••\ LC, 25' e7.58' , 0 E 16- ' • f P'S.- / 0 4.4 4 e .4.//E /5 PAVE DE/ A /L .5CALg, / 20' 4/, 4 7 L. c g ( L 4 Li /4 /•, L:: ; 0 . 4 T./O/1 v K 4/ SC,41,6": r: i - - - Lor5 4 5 - BLOCi< 4/77/ M1 5H E5 55_(:770/V TWO M/4M/ 5H0e65 VIZZLGE , tZ1)/ 0(A/7Y, PZ02,/1:)4 Ac ;( . .• . 31 0I.11" . . 4 n / ‘;‘,H :s• : ,•.■•• • lij - , 4 v 75- /32'