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230 NE 102 St (11)
on 1 OR 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART 2 {D SURFACE APPLIED FALSE MUNTINS OPTIONAL O 0 EXTRA ANCHORS 30 7/8" D.L. OPG. 35 3/4' VENT WIDTH 14 1/2" MAX. TYP. HEAD /SILL 6" rr 74' WINDOW WIDTH 2 1/1 30 7/8" D.L OPG. 35 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT ( SEE CHART ON SHEET 2 FOR MAX. APPROVED SIZES ) APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X. XX. OX OR XO CONFIGURATIONS. ALSO COMBINATIONS OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. WINDOWS RATED FOR NON - IMPACT ANO REQUIRE PROTECTION BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5" MAX. TYP. HEAD /SILL CORNERS AFPOCA.C5 ODMVLYIRO MRTN71t SOlfst FLORIDA WILDING tIOCE DATE 71 - 2 • ..r..+ro },7�J1 P/r lL 4AI 1 • L40•..d PRODUCT CONTROLDMSION BUILDING COOS & 4puANCE OFFICE ACCEPTANC4t0. C I - 64 2-tT1 0 3/16" ANN. CLASS OR 3/16" TEMP. CLASS SILICONE 3/16' ANN. GLASS 3/16' TFMP, GLASS MIAMI DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS REOD. FOR ALL INSTALLATIONS GLAZING OPTIONS nqr. DR. nUUAYOo FAROOO STRUC7VRE5 nA PE } 16557 l / 1/8" TEMP. GLASS AIR SPACE 1/8" TEN.'. GLASS DSB INSUL A S DEC 1 4 2001 8 S V) ll.l O c � 0 W Z r1 r r el J 0 t` w Z y r. - 0 , ? 0 '2 1 c m -L ° o N O drawing no. W01 -61 sheet 1of - 5 I A I. % ■ . ' '1 1 ,: . :r4..Z. : " .■ ° t91‘ 7 . ‘://` tl i • -4 ---r-- . 1 i . .."; • 1 i) 4 1 . 1 • n , . , . , ' : • r t. , . .;:,:ef,rd.i.,,,,-...7 .- ' " • r ' i . s<Att,"r.:. 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A.1..".4/.4/..V : 7 f 1 , 0 64.E.e4: . ‘. 4.4 " 4:0444..^ 414V ow/e.4. 1 :04 /00 - 1 1•1 14 i -6 AC 'CN 42ren.,Z, ■•- e 1 . - Ito • 1 - • aov, dGG / 7 01A: 0444 .: I /re'', ' 1 fi .�: ,. 4 .GewC,. : L . 41 f fI... t. 6 .CAM ,rry'/rr. 4 �►_�- + 4 . 37" 53 -1/8' 74' 26- (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 210.0 100.0 181.7 100.0 210.0 100.0 161.7 26 -1/2 37" 53 -1/8" 74" 35 - 3/5- ( 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 206.3 100.0 206.3 100.0 210.0 100.0 210.0 100.0 101.6 100.0 166.8 100.0 166.8 100.0 210.0 100.0 171.5 71.7 71.7 100.0 151.2 100.0 123.1 100.0 156.6 100.0 123.1 26 -1/2' 37" 53 -1/8" 74" 50 _ 5 / 8 - (5) 100.0 120.0 100.0 190.7 100.0 190.7 100.0 210.0 100.0 210.0 100.0 120.0 100.0 145.2 100.0 145.2 100.0 210.0 100.0 161.3 75.8 75.8 100.0 112.1 100.0 112.1 100.0 166.0 100.0 124.5 54.4 54.4 93.5 93.5 93.3 93.3 100.0 124.4 100.0 93.3 26 -1/2" 3r 53 - 74' 63- (5) 100.0 120.0 100.0 148.5 100.0 148.5 100.0 210.0 100.0 165.3 100.0 120.0 100.0 111.8 100.0 111.6 100.0 165.6 100.0 124.2 63.3 63.3 84.2 84.2 54.2 84.2 100.0 12 93.5 93.5 41.7 41.7 67.5 67.5 67.5 67.5 100.0 100.0 75.0 75.0 26 -1/2' 37" 53 -1/8" 74 -1/4 (6) 100.0 112.2 100.0 124.1 100.0 112.2 100.0 149.6 100.0 112.2 51.3 51.3 92.4 92.4 51.3 51.3 100.0 105.4 51.3 81.3 58.1 55.1 65.6 68.6 58.1 58.1 77.5 77.5 58.1 58.1 24' 36' 48" 60' 72" 23) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 100.0 210.0 100.0 202.3 24 35" 48- 60' 72" 36" (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 193.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 100.0 154.4 100.0 154.4 100.0 154.4 78.1 75.1 100.0 126.7 100.0 128.7 100.0 128.7 100.0 128.7 24' - 36" 48' 60" 72" 46- (4) .. 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 158.4 100.0 158.4 100.0 210.0 100.0 175.9 94.7 94.7 100.0 128.7 100.0 128.7 100.0 190.5 100.0 142.9 68.2 68.2 100.0 112.3 100.0 112.3 100.0 154.4 100.0 121.4 58.8 55.5 100.0 102.9 100.0 101.2 100.0 128. 100.0 101.2 24 36" 45" 60' 72" 60 (5) 100.0 120.0 100.0 171.6 100.0 171.6 100.0 210.0 100.0 190.6 100.0 120.0 100.0 121.1 100.0 121.1 100.0 179.4 100.0 134.5 85.0 85.0 96.5 96.5 96.5 96.5 100.0 142.9 100.0 107.2 . 53.2 53.2 82.3 52.3 82.3 52.3 100.0 122.0 91.5 91.5 44.7 44.7 73.5 73.5 73.5 73.5 100.0 - 107.9 81.7 80.9 24" 36" 48" 60" 72- (6) 100.0 120.0 100.0 140.4 100.0 135.6 100.0 180 .. 100.0 135.6 91.6 91.6 98.0 ( 98.0 91.6 91.6 100-0 122.2 91.6 91.5 70.1 70.1 77.2 77.2 70.1 70.1 93 5 915 70.1 70.1 45.2 45.2 65.0 65.0 57.5 57.5 76 76.7 57.5 57.5 MOTH HEIGHT EXT. ( +) 1NT. (-) EXT. ( +) INT. (-) EXT. ( +) 1NT. (-) 19 -1/8" 26 -1/2' 37' 26' (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 .210.0 100.0 151.7 19 -1/9" 26 -1/2' 37' 38 -3/5' (4 ) 100.0 120.0 100.0 - 210.0, . 100.0 210.0 100.0 101.9 100.0 210.0 - 100.0 171.9 71.7 _ 71.7 100.0 156.6 100.0 123.1 19 -1 /8" - 26-1/2' 37" 50 - 5/5" ( 100.0 120.0 100.0 209.7 100.0 157.2 76.1 76.1 100.0 166.2 100.0 124.7 54.4 54.4 100.0 124.4 100.0 93.3 19 -1 /8" 26 - 1/2' 37" 63' (5) 100.0 120.0 100.0 161.1 100.0 120.5 63.6 63.6 100.0 124.9 93.7 93.7 41.7 41.7 100.0 100.0 75.0 75.0 19 -1/8" 25 -1/2" 74 -1/4" (6) - 78.5 78.8 100.0 105.0 75.6 78.8 58.3 55.3 77.7 77.7 55.3 55.3 18 24" 30" 36" 24 . (3) 100.0 120.0 100.0 210.0 1 00.0 210.0 100.0 120.0 '100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 15" 24' 30" 36" 36 . (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 100.0 154.4 78.1 78.1 100.0 128.7 100.0 128.7 18" 24' 30" 36" 48 . (4) 100.0 120.0 100.0 210.0 100.0 175.9 94.7 94.7 100.0 190.6 100.0 142.9 68.2 66.2 100.0 154.4 100.0 121.4 55.8 58.8 100.0 1267 100.0 101.2 15" 24" 30' 36' 60 (5) 100.0 120.0 100.0 179.4 100.0 134.5 85 85:0 100.0 142.9 - 100.0 107.2 53.2 53.2 100.0 122.0 91.5 91.5 44.7 44.7 100.0 107.9 81.7 50.9 15" 24- 30- 72' ) 91.6 91.6 100.0 122.2 91.6 91.6 70.1 70.1 93.5 93.5 70.1 70.1 45.2 45.2 76.7 76.7 57.5 57.5 WINDOW DIMS. a /16 ANN. t.LL S .3/Io IGMr uSn 11SUL. t.uas ( ) - N0. OF ANCHORS PER JAMB (xx) (xo) APPROVED CONIFIGtRATIONS ( 0x ) 1 Ant.11UH AT EACH SIDE OF IMPOST WINDOW 01115. WIDTH HEIGHT 3 /16" ANN. CLASS EJCT. ( +) 1NT. (-) 3/16 TEMP. CLASS DSB 1NSUL CLASS EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) 26 -1/2 100.0 120.0 100.0 ( ) . N0. OF ANCHORS PER JAMB j,;S0CUCt>A.: COAcP1Y100 Tet. UlIU S4 / NA Dr+3 OCCE OATS.,. D 3/ 71 0 ) (*.MUCT OOKTROCIOn'r: 1N 06.5LOC COVE C P1.tANDE O;F10E ACEPT1.NCC- Oi - 0 12 -Y • Q1 210.0 100.0 210.0 2 ANCHORS AT EACH SIDE OF IMPOST 3/16' TEMP. CLASS DSB 1NSUL CLASS EXT. ( +) 1NT. (-) EXT. ( +) 1NT. (-) 100.0 210.0 100.0 210.0 Engr. DR. iftJ. 4 OUN FA A000 STRUCTURES FLA- PE ' 1 9557 DEC 1 4 ?00i .3 0 V 3 3 0 8 w w in 1/) W ln O 0 w O Z ~ r7 n 0 � Z } h O 0 Si Ls drowing no. W01 -61 9npW7 2 0( 5 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING ............... SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING OPERATING \'ENT 1BY OR 2BY WOOD BUCKS J O 4 1111 1611 W TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 1BY OR 2BY SEE ELEV. FOR SPACING WOOD BUCKS lir 111117 � m " MI6* Fri SuS g6 x 1 FO 1 FROM ENDS & t0 O.C. FIXED VENT ! 6 X 1/2" PH SMS O 3 FROM ENDS & 10" O.C. S TYPICAL ANCHORS SEE ELEVS. FOR SPACING STEEL : FT - 36 KSI MIN. ALUMINUM : 6063 -TS MIN. IBY OR 2BY WOOD BUCK TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) ;'10 SMS OR SF! F DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. LPF900'OAS CO4PLYWG V.TTH THE 90UA4 RM: A st. .nwc occ,C DATE o), moo/ BY ( 5 r•(-1 PRODUCT COXTROL DN1g10►I BUILDING CODE dOmPLLaNcE oST c ACCEPTANCE NO O/_ 09 y. O s- - E..9 DR. Ruhu.TOuN FAR000 STRUCTURES rv. PE ( 16557 DEC 1 4 2001 z o V 0 7.. W O p ` N C: o o a a a O 1n U ¢ ^ z 8 m o a r . o O a ^ Q ' W 3 n ct. d W ni o J 0 0 � o � drowing n W01 -61 Shee t 3 or 5 3 PW -010 1 CENTER POST 5053 -76 - 4 - AS REOD_ GLAZING BEAD ALUMINUM ROLL FORMED 5 - AS REOD. FRAME ASSEMBLY SCREWS - 5T. STEEL 96 X 2 -1/2' PH SMS 6 - AS REOD. VENT ASSEMBLY SCREWS ST. STEEL 910 X 1 -1/2" PH SMS 7 E102 AS REOD. FRAME WEATHEK]IIiIPPING (.078 X _300) VINYL ULTRAFAB 8 E206 AS REOD. VENT WEATHERSTRIPPING (.187 X .350) VINri ULTRAFAB 9 - 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM 57EEL TRLRH. ATTACHED W/ (6) 98 X 3/6" 55 SMS 10 30066 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH, AT 13' FROM TOP AND BOTTOM 11 - 2/ VENT LOCK KEEPERS. AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 910 X 3/6' SS SMS 12 40066 1 ROTO OPERATOR STEEL TRUTH. ATTACHED W/ (2) 98 X 3/6" SS SMS 13 - - .057 THICK CORNER KEY ST. STEEL - 14 - AS REOD. FIXED VENT FILLER CHANNEL 6053 -76 - FIXED VENT 95 X 1/2' PH SMS 0 3' FROM ENDS & 10" 0.C. TYP. 1/2' x 5/8 X 2' LONG ALUM BARS. 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED W/ (2) 98 X 1" FH SMS SCREEN OPT. - - -- D.L OPG. vENT WIDTH EXTERIOR. WINOOW WIOTH SINGLE VENT WINDOWS OX DUAL VENT WINDOWS 1/4" MAX SHIM • 2 PW -011 4 VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING DUO.) - lb - APPROVED AS COMPLYING IA TH THE 60LT4t FLOLYDA BULDo16 <00t PATE �S► D�t2J�1 BY 1(4, -1. I. G.I.A PRODUCT CGNTf? t 17Mt10N BUILDING CODE COMPLIANCE C VriciE ACCEPTANCE NO 0/ 1f • O Engr: DR. HUIMYOUN FAR000 STRUCTURES FLA. PE r 16557- DEC 1 4 2001 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 U W b 1 J drowfig no. W01 -61 i O D. 0 0 U 0 0 O sheet 4o! 5 1.781 .688 .062 — FRAME - 1.062 VENT IMPOST 1.062 .897 .579 FILLER CHANNEL 2.000 2.313 .827 .392 .500 APPRCMED A$ COItRY9R311"47 e SC SUILDMits nee DATE «vAl D i! ?A,/ PRODUCTCObQSpt,trreo I " � + � ► BUILDINO COOS cSaAPLLLYOE cercE ACCEPTA•CFNO. 0- O / 7 yO 5.-- IMPOST CORNER CORNER KEY ALUMINUM CORNER KEY ALUMINUM FRAME CORNER VENT CORNER Err. OR. NUMAYOUN FARODO STRUCTURES FLA. 7E f 16557 DEC 1 4 2001 ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. La 8 Ul 0 a 0 drawing no. 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