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141 NW 99 St (2)DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOIY DIMS. A/8 19 -1/8" 26-1/2" 37" 53 -1/8" 19-1/8" 26-1/2' 37" 53-1/8" 19-1/8" 26-1/2' 37" 53-1/8" 1 - 1 /8" 26 -1 /2' 37' 53 -1 /8' 19 -1 /3" 26 -1/2" 37" 53 -1/8" A/8 26" 38 -3/8' 50 - 5/8' 63" 74-1/4" 3/16" - ANNEALED EXT. ( +) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 .36.6 67.0 41.7 23.6 INT. ( -) 77.9 57.3 57.3 56.4. 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 1/4" - ANNEALED E ( +) 1 20.0 88.3 88.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 40.2 59.7 [NT. ( -) 120.0 88.3 68.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 45.9 40.2 90.4 90.4 59.7 37.5 37.5 23.6 3/16" - TEMPERED EXT. (+) INT. ( -) 110.0 110.0 1 1 3.3 154.9 11 a 183.9 110.0 138.8 110.0 129.2 110.0 126.8 97.6 90.8 90.7 87.6 110.0 143.4 110.0 94.7 110.0 106.3 1 10.0 102.2 1 1 3.7 90.8 71.3 66.4 137.1 106.3 85.1 85.1 67.9 63.2 1 33.5 1 02.2 60.1 80.1 65.2 63.2 • WINDO1` DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED A/3 24 " 36" 48 " 60' 24" 36" 43" 60' 24" 36" 48" 60' 24" 36" 48" 60' 24" .36" 43" 60' 24 36" 48" 60' 24 _ 36" 43" 60' 24" 36" 43" 60' 24" 36" 46" 60' DESIGN! LOAD CAPACITY - PSF (3/16" TAPCONS) A/3 EXT. ( + ) 24." 36" 48" 60" 72 " 84" 96" 108' 120' 62 1 62 1 62.0 57.2 62. 1 41.4 41.4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 [NT. ( -) EXT. ( +) 62 1 95.6 62.1 94.2 62.0 83.7 57.2 78.5 62 1 94.2 41.4 63.8 41.1 62.9 39.2 49.8 62.0 83.7 41 62.9 31.0 47.8 42 57.2 78.5 39.2 49.3 42 1 33. 1 52.2 75.3 30.0 39.8 34.3 34.3 69.5 49.2 72.2 34.5 46.6 68.6 31.4 45.3 66.1 51.6 �i�t yCT 1 9 s: i covpiyfag &I a,' Cede de Florida Aeseptaaee Nc.o2- 06/3.0/ xplredoe Dee •'*f .c// , ' D • CO . [NT. ( -) Exr. (+) 07 95.6 1 10.0 94.2 110.0 8 3.7 . 1 10.0 73.5 110.0 94.2 1 1 0.0 63.8 100.3 62.9 98.8 49.8 88.3 83.7 1 1 0.0 62.9 98.8 47.8 75.2 42.1 78.5 1 1 0.0 49.8 88.3 42 1 75.2 38.1 60.2 75.3 1 1 0.0 39.8 82.4 72.2 108.1 34.5 73.6 68.6 1 05.9 31.4 76.0 75.2 70.0 60.2 64.9 61.3 66.1 104.3 74.1 51.6 103.0 72.7 Encr. DR. Ht..04AYOUN FAR 000 STR C1VRES FU.. RE ij 16557 002 INT. ( -) 140.0 139.0 1 23.6 1 1 5.8 139.0 93.3 93.3 88.3 1 23.6 93.3 70.0 115.8 88.3 70.0 56.0 111.2 82.4 69.5 56.0 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 ) drawing no. W97 -1 1 4 DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. 4/6 19 -1/8" 26-1/2' 37" 53-1/8' 19 -1/8" 26-1/2" 37" 53-1/8" 19 -1/8" 26 -1/2" 37" 53-1/8" 19 -1/8" 26-1/2' 37" 53 -1/8" 19 -1 /a" 26 -1/2' 37" 53-1/3' A/8 26" 38 -3/8" 50 -5/8" 63" 74-1/4" 3/16" - ANNEALED EXT. ( *) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 INT. ( -) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 67.0 41,7 28.6 1/4" - ANNEALED EXT. ( +) 1 20.0 58.3 88.3 76.7 1 04.9 86.6 62.0 54.3 97.1 77.0 58.8 45.3 92.9 4 69.5 45.9 40.2 90.4 59.7 37.5 [NT. ( -) 120.0 88.3 80.3 76.7 104.9 78.8 56.4 54.4 9 7. 1 77.0 56.4 41.2 92.9 46.8 36.6 69.5 45.9 39.3 90.4 59.7 37.5 3/16" - TEMPERED EXT. ( +) 1100 110.0 110.0 110.0 1 10.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. ( -) 183,9 132.9 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON HET1 -96 -106 0 TEST SIZE = 37-1/4" x TEST LOADS = +60.0. - OESIGN LOADS +40.0. WATER INFILTRATION TEST TESTED GLASS = 3/16' 80 TEST SIZE = 51" X 74- TEST LOADS = +68.0, - OESIGN LOADS = +45.0, WATER INFILTRATION TEST TESTED GLASS = 1/4" - 1 OF 10 -09 -96 74-1/4" 60.0 PSF -40.0 P5F = 20 PSF - ANNEALED 1 /4" 75.0 PSF -45.0 PSF 20 PSF ANNEALED BASED ON FT1.. -1 162 OF © TEST SIZE = 59 -1/2" X TEST LOADS = +91.0, - DESIGN LOADS = +60.7, WATER INFILTRATION TEST TESTED CLASS = 3/16' 6 -1 -95 77 -1/2' 91.0 PSF - 60.7PSF = 16.5 PSF - TE,UPERED • WINDOW' DIMS. 3/16" - ANNEALED 4/3 24 " 36' 48 60' 24" 36' 48" 60' 24" 36" 43" 60" 24" 36" 4a 60" 24 " 36" 48" 60' 24" 36" 46" 60" 24 36" 43" 60" 24 " 36" 48" 60" 24" 36" 48" 60" 4/3 EXT ( *) 2 4 " 36" 48" 60" 72" 84" 96" 108" 120" DESIGN LOAD CAPACITY - PSF (# 10 SMS) 62 1 62 1 62.0 57.2 62.1 41.4 41 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 [Nr. c -) 62.1 62 1 62.0 57.2 62. 41.4 41 .4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49,2 46.6 45.3 1/4" - ANNEALED 3/16" - TEMPERED EXT. ( +) 35.6 94.2 83.7 78.5 94.2 63.8 62.9 49.3 33.7 62.9 47.8 42 1 78.5 49,3 42.1 38.1 75.3 39.8 34.3 72.2 34.5 68.6 31 .4 66.1 51.6 tR ©DUCT REd{SF.1) Hfp 1G with the Florida %Mail Cod* A+etviace N. 02. Et 0 07 [NT. ( - EXT. (.-) INT ( -) 87.0 1 10.0 37.0 87.0 83.7 78.5 87.0 53.0 58.0 49.3 83.7 58.0 43.5 42.1 78.5 49.3 42.1 34.8 75.3 39.8 34.3 7 2.2 34.5 68.6 31.4 6 6. 1 51.6 1 10.0 110.0 1 10.0 1 10.0 100.3 98.8 88.3 1 10.0 98.8 75.2 75,2 110.0 88.3 75.2 60.2 87,0 87.0 87.0 87.0 58.0 53.0 58.0 87.0 58.0 43,5 43.5 87.0 58.0 43.5 34.8 87.0 53.0 43,5 34.8 87.0 58.0 43.5 110.0 82.4. 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 03.0 72.7 Engr OR. HIj '? 4 74A000 STRt;C? RE5 '-1.A. ?E j 16557 n ) (in? 87.0 sa .0 43.5 87.0 58.0 87.0 58.0 0 • ml - v7 'a w 1 0 '0 4-. N O 0 O n a. 0 0 a N C a■ n 0 <n 0 0 z_ 3 w J U O ) v 0 0 0 . 'drawing no. 4 W97 -1 1 (sheet 3 of 4 1 BY OR 2 BY • _ x000 BUCK • 4 • 11 4 d 10 SNS CR 3/16'x2 -1/4' TAPCCN e 6' FRCH ENDS & 12' O.C. TYP. d 10 SNS CR 3/16'x2 TAPCCN 6' FROM ENDS & 12 O TYP. . • .'»1/4' M..4 X. SHINS GLASS AS PER TA3LE 3/16'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED 1 3Y OR 2 BY W000 BUCK INSIDE GLAZED WINDOW 1 OADE COUNTY - &PPRCVED .U'WCN 'c I4ULUON ANCHORS 10 S.U.S. 0 12" 0.C. • e • J 3/16'62 -1/4' TAPCCN e 6' FRCH ENDS 1 12' O.C. TYP 1/4' SHIN N� x 10 SMS CR —3/16'62-1/4' tAPCON 2 6' FROM ENOS 3 12' O.C. TYP. I BY OR 2 9Y N000 BUCK 1 • J '1/4' MAX. SHIMS OUTSIDE GLAZED WINDOW GLASS AS PER TABLE 3 /16'- ANNEALED I /4' - ANNEALED 3 /16'-TENPERED t 10 SINS CR • ^3/16'62-1/4' TAPCCN 2 6' FRCH ENDS S. 12' 0C. TYP. • W000 BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FCR 2 BY BUCKS 10 SMS WITH 3/4" W000 EMBEDMENT 3/16" TAPCONS WITH 1' WOOD EMBEDMENT 1 1 IO SACS. 0 12' 0.C. DADE COUNTY - APPRO I4ULUON do 4UWCN ANCHORS E17n OR. HU!1AYOUN P.APC1..)3 STRUCTURES FLA. PC ) 1697 1 0 2 PRODUCT REVISED a with the Florida Aauv tte 02- - 0(01 3 .U/ Date M1la Dade h+daN Control 2407 C ) 0 l 3 cc 0 0 ILL Z _ CC 0 W Or D (!1 o p • ) C c 0 O • 0 2 co N N u drawing no. W97 -1 1 U U CL 2 U 1 (sheet 2 of 4 A D A CR 3 DIM. A CR 3 DEM. TYPICAL. ELEVATIONS NOTES CLASS 3 /16' ANNEALED 1/4 • ANNEALED CR 3116' TEHPERED THrS PROCUCT IS DESIGNED TO COMPLY WITH THE :11GH VELOGTY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COCE. AL50 FOR YANO LOADS AS PER ASCE 7 USING CJRRES?ONOINC LOADS. 2. wOCO BUCKS BY OTHERS, OUST BE ANCHOREG PROPERLY TO TRANSFER LOADS To THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE •AATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO. USE IMPACT RESISTANT SHUTTEF.S AS REQUIRED BY SFBC. FALI;E HUNTGNS (SUR'F >CE APPLIED) HAY BE USED A GR 3 : �, Di tr.a�t c • A OR a DIM. PRO oucrREVISED Code giratios Dote A CR 8 DIN. A GR 3 DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN 9E VERIFIED BY iNSCRIBINC PICTURE WINOC'+Y SHAPE WITHIN SQUARE CR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTMNING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE ANO SPACING. SINGLE LITE PICTURE WINDOWS 0.°. HIIU.:" oUN FAROGO Srau(TJRES F'). PE t I5S;57 2002 z cr LI ^ rn Z w E U —4 O g C44 0 ^'1 O c a a_ a"d 0 v .4' (J O r- z "t o 0. l Q x CD CQ w v0 . ,... U rn ji 0 C. a ,1] 0 a n U 0 A a A Y O 0 7 i ) as 0 0 c � dra xnq n0. W97- -1 1 (sneet 1 of 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 // v/ • .. 1 1 1 1 1 1 1 1 1 • I t 1 1 • F 12' A TYPIC F--6' TTP t TYPICAL ACR3 ., A D A CR 3 DIM. A CR 3 DEM. TYPICAL. ELEVATIONS NOTES CLASS 3 /16' ANNEALED 1/4 • ANNEALED CR 3116' TEHPERED THrS PROCUCT IS DESIGNED TO COMPLY WITH THE :11GH VELOGTY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING COCE. AL50 FOR YANO LOADS AS PER ASCE 7 USING CJRRES?ONOINC LOADS. 2. wOCO BUCKS BY OTHERS, OUST BE ANCHOREG PROPERLY TO TRANSFER LOADS To THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE •AATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO. USE IMPACT RESISTANT SHUTTEF.S AS REQUIRED BY SFBC. FALI;E HUNTGNS (SUR'F >CE APPLIED) HAY BE USED A GR 3 : �, Di tr.a�t c • A OR a DIM. PRO oucrREVISED Code giratios Dote A CR 8 DIN. A GR 3 DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN 9E VERIFIED BY iNSCRIBINC PICTURE WINOC'+Y SHAPE WITHIN SQUARE CR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTMNING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE ANO SPACING. SINGLE LITE PICTURE WINDOWS 0.°. HIIU.:" oUN FAROGO Srau(TJRES F'). PE t I5S;57 2002 z cr LI ^ rn Z w E U —4 O g C44 0 ^'1 O c a a_ a"d 0 v .4' (J O r- z "t o 0. l Q x CD CQ w v0 . ,... U rn ji 0 C. a ,1] 0 a n U 0 A a A Y O 0 7 i ) as 0 0 c � dra xnq n0. W97- -1 1 (sneet 1 of 4