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350 NE 100 St (12)/ JOB: BUILDING ELECTRICAL PLUMBING • • • Inspector's Report: r WORK . DONE B' The following is ready for Inspection: • • • • • • • • • • • • • • • AD: REQUESTED r :. ( L f WILL BE READY / ) .---^---- / ^ JOB: AD: BUILDING ELECTRICAL ; Avv " PLUMBING 4 • • • • Inspector's Report: - • WORK DONE BY • REQUESTED The following is ready for Inspection: WILL BE READY J013: BUILDING ELECTRICAL PLUMBING Inspector's Report: - • WORK • DONE BY The following is ready for Irisnccti on: • • • REQUESTED • • • • / • AD: • WILL BE READY 1 OR 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART SURFACE APPLIED FALSE MUNTINS- OPTIONAL O A LOCATION OF EXTRA ANCHORS VENT WIDTH 14 1/2' MAX. TYP. HEAD /SILL 6' 74' WINDOW WIDTH 2 1/ 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 AND REOUIRE 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 I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. w000 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 DETALS ARE NOT PART OF 7HtS APPROVAL. 5' MAX. TYP. HEAD /SILL CORNERS 3 n ARVOADAS ODY9LYft0 %MTH7 SOUTH FLORIDA DI14DING OCOE DATE T[.4A:14/v }, 7pol BY IC INA1 / . PRODUCT OO•(TRoLoIVI61,kt B■LDIMG COOS tom PLIANCE OFFICE ACCEP NI ,4o 01- 01 2 .l, •oS 3/16' ANN. GLASS OR 3/16' TEMP. GLASS 3/16" ANN GI ASS 3/16' TEMP. GLASS MIAMI DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS REOD. FOR ALL INSTALLATIONS GLAZING OPTIONS • ••• • • • • • • 1 /8' TEMP. GLASS • • • • • • / • AR SPACE •• • 1/13' TEMP. GLASS • •••• ••• SILICONE • ••••• • ••• • • • • • • •• •• •• DSB INSUI. GLASS Engr. OR. MUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 r t/ DEC 1 4 2001 • • • •• • • • •••• • •.. • • ••• • • • •• • • ••• • • • • c 0 0 0 0 0 O .0 u 0 • • � o i � s . E ` 5� drowing no. 4 W 01_ - 61 1 01 5 I • DESIGN LOAD CAPACITY - PSF FOR ( XX. OX OR XO ) SIZES WINDOW 3/16' ANN. CUSS 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST DIMS. 3/18" ANN. CUSS 3/16' TEMP. CUSS DSB INSUL CLASS 3/16' TEMP. GLASS DSB INSUL CUSS WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) *HT. ( -) EXT. ( +) 1NT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. ( -) 26 -1/2' or 53 -1/8' 74' 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 26• 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 100.0 *09.0 100.0 210.0 100.0 181.7 100.0 210.0 100.0 181.7 26 -1/2' 37' 53 -1/8' 74" 38 -3/8• ( 100.0 120.0 *00.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 206.3 100.0 206.3 100.0 210.0 100.0 210.0 100.0 101.6 100.0 166.8 100.0 166.8 *00.0 210.0 100.0 171.5 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 *00.0 112.1 100.0 112.1 100.0 166.0 100.0 124.5 54.4 54.4 93.5 93.5 93.3 93.3 100.0 124.4 100.0 93.3 26 -1/2" 37" 53 -1/8" 74' 63• (5) 100.0 120.0 100.0 148.8 100.0 148.8 100.0 210.0 100.0 165.3 100.0 120.0 100.0 111.8 100.0 111.8 100.0 165.6 100.0 124.2 63.3 63.3 84.2 84.2 84.2 84.2 100.0 124.7 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 81.3 81.3 92.4 92.4 81.3 81.3 100.0 108.4 81.3 81.3 58.1 58.1 68.6 68.6 58.1 58.1 77.5 77.5 58.1 58.1 24' 36' 48' 60' 72" 24' 3 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0. 100.0 t20.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.(P • 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.E • • 24' 36' 48' 60' 72' 36 (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.9. • 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 • 4 100.0 120.0 100.0 193.0 100.0 193.0 100.0 193.0 100.0 193.0 • * 93.4 93.4 100.0 154.4 100.0 154.4 100.0 154.4 100.0 154.4. * 78.1 78.1 100.0 128.7 100.0 128.7 100.0 128.7 100.0 128.1. 24' "' 36' 48' 60' 72' 48' ( 4 .. 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 2l0.e 175.9 100.0 120.0 *00.0 158.4 100.0 158.4 100.0 210.0 100.0 94.7 94.7 *00.0 128.7 100.0 128.7 100.0 190.6 *00.0 142.4 68.2 68.2 *00.0 112.3 100.0 112.3 100.0 154.4 100.0 121.4 • 58.8 58.8 *00.0 102.9 *00.0 101.2 100.0 128.7 100.0 101.2 24' 36" 48' 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 82.3 82.3 82.3 100.0 122.0 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' (5) 100.0 120.0 100.0 140.4 100.0 135.6 100.0 180.8 100.0 135.6 91.6 91.6 98.0 98.0 91.6 91.6 *00.0 122.2 91.6 91.6 70.1 70.1 77.2 77.2 70.1 70.1 93.5 93.5 70.1 70.1 45.2 45.2 65.0 65.0 57.5 57.5 76.7 76.7 57.5 57.5 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES 11N0011 DIMS. 3/16' ANN. CUSS 3/16" TEMP. GLASS DSB INSUL CLASS WIDTH HEIGHT EXT. (+) 1HT. ( EXT. (4.) INT. (-) EXT. ( +) INT. (-) 19 -1/8' 26 -1/2' 37' 26' (3 ) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 210.0 100.0 181.7 19 -1/8' 26 -1/2" 37" 38 -3/8' (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 -5/8" (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 ) 100.0 120.0 100.0 161.1 100.0 120.8 63.6 63.6 100.0 *24.9 93.7 93.7 41.7 41.7 100.0 *00.0 75.0 75.0 19 -1/8' 26 -1/2' 74 -1/4 (6) 78.8 78.8 100.0 105.0 78.6 78.8 58.3 58.3 77.7 77.7 58.3 58.3 18' 24" 30' 36' 24 . (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 *00.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 18' 24' 30' 36" 36• (3) 100.0 120.0 100.0 2*0.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 *93.0 93.4 93.4 *00.0 154.4 100.0 154.4 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 *00.0 142.9 68.2 68.2 100.0 154.4 100.0 121.4 58.8 58.8 100.0 128.7 *00.0 101.2 18' 24 30' 36' 60' (5) 100.0 120.0 100.0 179.4 100.0 134.5 85.0 85.0 100.0 142.9 100.0 107.2 53.2 53.2 100.0 122.0 91.5 91.5 44.7 4.4.7 100.0 *07.9 81.7 80.9 18' 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 ( ) - N0. OF ANCHORS PER JAMB ( x x) ( xo ) APPROVED CONFIGURATIONS ( OX ) ( ) . N0. OF ANCHORS PER JAMB {.is'RCnrCDA.: CI'3MR y9?0 WTM 7) •A.•JtI* r LOIX..16 DiAtX `+3 YORE • TE D3/ tT• 1S ken 1 ( •+` . V•►)DUCI CONTtTOLUPIYJOM Q Ji X **G CODE CO1+R MO( O " ;FIce_ ACV: P17.t4C*. 4(1 I_D1 u/ • OS Engr: 0R. NULU.TOUN f■000 STRUCTURES *k PE g 15557 DEC 1 7001 • • r. • • ••• ••• •• •• ••• • • ••• • • • • • • 3 W a •• • 3 Q W � O L ~ M N 5 re �. •• o 4 o 0 • I �Z o 4 Q J v � � •••• • • • V) 2 UJ • • 4I••. • • • 0 O J 0. 0 0 O • G i i. $ z .. e .k k J _ _� u J _ . _ __ �J drowing no. W01 -61 sheet 2 of 5 •• • • • • • •••• • • •� • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING r SEE ELEV. FOR SPACING 1BY OR 2BY ▪ fI 1BY OR 2BY WOOD BUCKS • 1 W000 BUCKS 3 2 • T� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS _ SEE ELEV. FOR SPACING OPERATING ANENT FIXED `TENT 7- a] 1 FH SUS � O 3' FROU ENDS 0 10' O.C. /6 X 1/2" PH SIAS O 3' FROM ENDS & 10' 0.C. METAL STRUCTURES (STEEL OR ALUM. 1/6' MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 6063 -75 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCK woo() BUCKS NOT BY FLORIDA WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SFI F DRII I ING SCREW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4" MAX. SHIM SPACE) R10 SMS OR SEI F DRII LING SCREW$ INTO DADE COUNTY APPROVED MULLIONS o ,, (NO SHIM SPACE) N m • z JM o LL W 1' g N • ALL FRAME AND VENT CORNERS AND INSTALLATIQ, 4 SCREWS • °, SEALED _ _ _ _ __ ____ • • U IA W to • O 0 W.- O Z I- p') r'• tO r in m •••• r 1• • • • 3 • _ . • • • T QZ - -&- •••• . • W aoo i. � J Ow SEALANTS: /AvacotIAs OoYF1Y NG wtT■ THE SOUR ∎ "LOR CIA BUILDING 000E DATE T4. O), Zoo/ BY LS I.LL • _)- PRODUCT CONTROL DM610N BUILDING CODE et ..PUANCE OFFICE AccEPTANGE No. o/- 0 Y. of Lngr. OR. NUMAYOUN FAR000 STRUCTURES FL. FE 1 16557 DEC 1 4 2001 • • • • • • • • •• •• • • • 0 • • • drowing no. WO1 -61 Sheet 3 01 5 D r • •• ••.. •• • • • • •••••• • 1 • • • • X 4 t. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING '1 I • OPERATING VENT 1BY OR 2BY WOOD BUCKS J O J N 4 10I ' 11 p6 x 1' FM WS O 3' FREW ENDS • & 1C I W u TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY OR 2BY W000 BUCKS /6 X I/2" PH SMS O 3" FROM ENDS & 10' O.C. 2 2 x METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy . 36 KSI MIN. ALUMINUM : 6063 - MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY wOOD BUCK 3 N WOOD BUCKS NOT BY FLORIDA WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SF1 F DRII I INC SCRFWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) /11Q SMS OR SF1F DRII ING SCRFWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATIEJJ SCUEWS SEALED WITH CLEAR /ALUMINUM COLORED SEALAN4 • • : •P WRADA$ CCIMA NG MdTH THE "LORCA euRrimo 000E DATE --Ti. 01 Zed BY IS ) •tLw•t.I� PRODUCT CONTROL Div1610 BUILDING CODE 1.O..PLUWCE OFFICE ACCEPTANCE NO. c/- 0/ 2. Y. e'5 Engr. DR. HUMAYOUN FAR000 STRICTURES RA. FE ' 16SS7 DEC 1 4 2001 • •••• • • •••• •• •• • • • • • • • • • • • • • MASONRY • • • • fx z m ; u m J Z W r. < O O n' a CG O n O a O c C...) ES — z IU Ql z > co 0 5a a I O an ai ui o „ J N W in "O7 1 u ha' J Q w - 2 W ca • i • •• • I• • �LLLL t:.• • � • • • • • • 1n O. Z M 1 co w I-. •1 . »• o N w S� • Ed,- .• �• Z n in n . • -� o u ( drowing no. WO1 -61 sheet 3 01 5 •• • 1•••• • • • • O Z • • • J v p W • • •••• • • FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. S H I M 16 X r FH SUS O 3' FROM ENDS & 10' O.C. TYP. /6 X 1/2' PH SUS O 3' FROM ENDS & 10' 0.C. TYP. 1/2' X 5/6' X 2' LONG ALUM BARS. 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED w/ (2) 16 X 1' FH 5145 0 L OPG. VENT w10TH EXTERIOR. WINooW WIDTH SINGLE VENT WINDOWS OX EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS 1/4' MAX. SHIM FFEM 3 GLAZING BEAD FRAME ASSEMBLY SCREWS 6 7 6 9 10 11 12 13 14 PART PW - 009 Pw -011 PW -010 E102 E206 30066 40066 QUANTITY DESCRIPTION 4 4 AS REOD. AS REOD. AS REOD. AS REOD. AS REOD. 2/ VENT 2/ VENT 2/ VENT AS REOD. FRAME 6063 - VENT CENTER POST VENT ASSEMBLY SCREWS FRAME WEATHERSTRIPPING (.075 X .300) VENT WEATHERSTRIPPING (.167 X .350) 4 BAR HINGE. AT TOP AND BOTTOM LEVER TYPE FACE MOUNT LOCK LOCK KEEPERS. AT FRAME JAMB FACWG LOCK ROTO OPERATOR .057 THICK CORNER KEY FIXED VENT FILLER CHANNEL MATERIAL I ILANT. /SUPPUER /REMARKS 6063 -T6 6063 -76 ALUMINUM 5T. STEEL 5T. STEEL STEEL STEEL STEEL STEEL ST. STEEL 6063 -76 ROLL FORMED /6 X 2 -1 /2 PH SUS 110 X 1 -1/2' PH SAM ULTRAFAB ULTRAFAB TRUTH. ATTACHED w/ (6) /6 X 3/6' SS SUS TRUTH. AT 1 FROM TOP AND BOTTOM ATTACHED W/ (2) 110 X 3/6' SS SUS TRUTH. ATTACHED W/ (2) 16 X 3/6' SS SMS TYPICAL ANCHORS SEE ELEV. FOR SPACING APPROVED AS COMPLYING M/TH THE SOU*, FLORIDA B J .CH13 000E DATE "Am D tN Z.PO BY IcA.1 I. (..1.A PRODUCT CONTROL 01V161OL BUILDING CODE COMPUANGE 06'P1 ACCEPTANCE NO O[ - 051 y•05' DEC 1 1001 TYPICAL ANCHORS SEE ELEV. FOR SPACING Emir: DR. HUMATOUN FAR000 STRUCTURES FLA. PE if 16557 • • • • • •• • • •••• •••• • • •• •• • • • • • • • • • • •. • • • • 0, j v 0 • • • • • • • 4 drowing - n o. WO1 -61 R7,4i 4 of 5 .1 •. •••• ••• • •• • • II••• • • • • .062 1.781 .688 - 1.062— .679 — FRAME VENT IMPOST 1.062 .050 .697 .68E • .750 .339 FILLER CHANNEL f .827 .392 .500 f APPRCkliDAs /190WMTMe SOLIDI SOENDA Buxton soar DAYF twa�t7 moo/ BY I SL...' • S( (w PRODUCT C01Q9pkD11med BUILDING CODE DOMPUANOE OCRCE ACCEPJ CE 01 01 OS MPOST CORNER CORNER KEY ALUMINUM FRAME CORNER CORNER KEY ALUMINUM -VENT CORNER ' Engr. DR. HUMATOUN FAR000 STRUCTURES FLA PE / 16557 DEC 1 4 2001 • • • • • • • • • ALL FRAME AND VENT CORNERS T% tu! • • • SEALED WITH WHITE /ALUM COLORED GE46K&4T. • • • • • • • • • • • • . • . • •. • m 0 0 ao Z W I O c N r N zo n a O. 4 V W .- O Z a nm O 0 a m Cr N N O r , W � � n W M • 7 0 v r• • in 0 • U 0 0 0 T 0 0 '0 0 0 • • • 1 0 drawing no. W01 -61 J 5 • 1 5 •• • •• • • • • • •• • • ••• • • • ••• • • • •• •• • • • •• •• • • .. .. • • • • • • • • • • • • ••• • • • • ••• • • ••• • •.• • • • • • • • • • • • •• .. . . . • . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • ••• •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• • ,; �sE D I5TAM . E AND ANCHOR SPACING VERSUS DE5I6N • . PRl3URE AND PANEL HEIGHT .t° 1` • 1 . DIA. ,` �" • ; SCHEDULES 5 15 TENSILE SHEAR 12D v4T1 RF4/16' 1Rl. V4-20 i0OP x 1}LSQ2T YUTN MAC.FID BOLT. '11.4 PSt PST PSI POURED Go• coNGRE7t BLOCK POURED GONGRETE CONCRETE BLOCK PO's CONCRETE CONCRETE BLOCK °'r7 -• . - • ; M .,.,1y -,i .� ANC) OR TfPE ED. T@15ILE 54-EAR TE1451LE 54-EAR TEL TERSILE 51-EAR TENSILE SHEAR TENSI _SHEAR S! TEAR . V-4' x 1 V2' 2" 1" - 1" NA NA 7" 7" NA NA In 5" NA NA Lr r 3" 7" 1" NA NA 7" - 1" NA NA 1" - 1" NA NA or F•'t/.sofzt,r 5LRR9^5 I V EMBEDT'ENT 2 . 12 '. In 11 .. 1.. 12" 7 .. 1 .. 8 .. - 10" :.. _ 6 .. . ., q- 1111 Ai 3" 12 12 12" 11 12 10 10 II 12 8 8 8 " r .. V +' c,�,LK-IN " V2' MAC.I•111•E SGRPi! Al......Hos uses wn /4-20 t�tArlltl� 5GR13'l 2 " 11" 12" - 8 " 8 .. q .. 10 " - 7 .. 7 .. 7 .. 8 " 5 . 5 " 3 „ 12. 12" •• 11" 1 i " 12" B.' 9 •• 8 •i I I •• 6 •• 7 . • ALSO KNOHN A5 GXF'AISION ANC.FbR • W/I/4 -20 X I' TRU I5 HEAD W C.44R•L BOLT. i:. • WOOD APPLICATIONS TYPE DIA. TEI5ILE 5I-EAR TENSILE SHEAR t�',"""(nr v4T1 RF4/16' 1Rl. V4-20 i0OP x 1}LSQ2T YUTN MAC.FID BOLT. I/4' 12" II" 12" 8.. 11 • . • • • . • • • ;III, tf • • t t? �i 1 L ;r; t i _ 4 t t A it S j�1. ' ' 1 -1� •I f . °•. • 4 41 r• POR i91.5 PSF pesie44 LOAD, POR 200 PSP Desi6N L.oAD, • POR 240 PSP DE5I6N LOAD, ••ALL Poor, FA5T1 TJ i{AVE A MIF I1•�JM EDXTE DISTANCE OF 2 1/2' • • • • rr h 1 l .w SPACE ALL HARDY4ARE AT 6' O.G. _ SPACE ALL HARDY•{ARE AT 5' O.G. EXCEQT NAIL - 1145 TO BE SPA C. :, 4 1 O.C. SPACE ALL HARD . ! AT 5' O.G. EXCPPT NAIL -I45 TO BE SPACED 4' O.G. HAA SGHEDUL -S 11 1 N�c T / PRO UNItl UL DIVISION BUILDING CODE COMPLIANCE.. OFFICE 1 1 • 1 1 111 1 1 1 , 1 1 • 1 • 1 a a • • • • • -. 1 1 1 1 • • • • 1 1 1 • '• • APPROVED AS COMP PRODUCT RENEWED ACCEPTANCE No. L g-OS L\ • D EXPE ATTON DATE 13y • • • • • • • • 1 11 1•, • • • • PRODUCT RENEWED as complying with the Florida Buiding Code Acceptance No • 2 - , 1. Expiration Date : _ J A r d � Con 11 By Ali Di , ien SOUTH 3 •DA: 1 1GY PRODUCT C ifROL DIVISION BUILDING CODE COMPLIANCE OFFICE LORIDA BU • 1 , 02. °° 7 MTII THE C CODE p�,/ 193.6 ;AChEPRklCE t3tici6 - 031 1 . 6 0 111 O 0 1 l • • 3 1 • 1 1 1, 11 • r Z wnio w it • 1t 10 9 or lb � 5 4 I; 1 Po I 11 5Q 14 IV lip or lb 11 TD Z1 at . -- L_ p'� MAP OF BOUNDARY SURVEY SCALE: 1" = 20' LOT 8 CBS WALL ON LINE CBS WALL ON LINE 20' ASPHALT PAVEMENT BASIS OF -BEARINGS FIR NO ID . __ . _ . : ON LINE:::: 0 Ih (50.00 0 LINE 4 CONC, BS WALL:::: ON ONE STORY CBS UTILITY 50' W .NE 100th R / S TREET r .. N900000 W' • 0 N90'0000"W 75.00'.° • (50.00') LOT LINE STORY CBS # 350 :10' ASPHALT`. \ COVERED TILES LOT 6 50.0. LOT LINE CV O UI FIR 1/2" 5' SWK < •NO ID O 0 Ni W z J I- 0 J 0 r 0 0 Lf) 1 0 0 0) 0 0 z 0.40' W.F. ON LINE LOT 5 0.40' FIR 1 ID /2" W.F. ON LINE CBS WALL ON LINE 252.94' ti FIR 1/2" NO ID BLK. COR. W D oz W z �> Q cc N LLI LOCATION MAP PLAT :MADE NOT TO SCALE iP8 lilNf11Ni1Ni111 r LEGEND & SYMBOLS A = ARC DISTANCE A/C a AIR CONDITIONER PAD BLDG= BUILDING BM = BENCH MARK CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED CB = CATCH BASIN C&G = CURB & GUTTER CLF = CHAIN UNK FENCE COL = COLUMN CONC= CONCRETE DME = DRAINAGE & MAINTENANCE EASEMENT AUTHENTIC COPIES OF THIS SURVEY SHALL BEAR THE RAISED SEAL OF THE ATTESTING REGISTERED SURVEYOR AND MAPPER 0/W = DRIVE -WAY EP = EDGE OF PAVEMENT FOH = FOUND DRILL HOLE FH = FIRE HYDRANT PCP = PERMANENT CONTROL POINT FtP = FOUND IRON PIPE FIR = FOUND IRON R00 FND = FOUND NAIL (NO ID) FND = FOUND NAIL & DISK 0/U = OVERHEAD UTIUTY WIRE LP - UGHT POLE (M) = MEASURED MH = MAN HOLE ?ROPERTY ADDRESS: 350 NE 100th ST. MIAMI. FL 33158 (P) = PC - PI PL = POB = POC - PRM = SIP = R = RES. = PLAT POINT OF CURVATURE POINT OF INTERSECTION PLANTER POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT q �E SET IRON TPIPE NCY RADIUS DISTANCE RECORD RIGHT OF WAY RESIDENCE SURVEYOR'S NOTES: 1. ELEVATIONS WHEN SHOWN REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS /FOUNDATIONS UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER PARTIES. SUCtl AS EASEMENTS. RIGHTS OF WAYS. RESERVATIONS. ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS FOR REAL - ESTATE TRANSACTION OR MORTGAGE REFINANCING. THIS SURVEY IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES. FOR THOSE PURPOSES A TOPOGRAPHIC SURVEY IS REQUIRED. 7. ALL BOUNDARY UMIT INDICATORS SET ARE STAMPED LB# 7104. 8. THE BOUNDARY UNITS STABUSHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY CUENT OR ITS REPRESENTATIVE. 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN AND THE CENTER LINE OF NE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90 SURVEYOR'S CERTIFICATE: CONCRETE SLAB ENCROACHING 3 FEET ONTO ALLEY. PROPERTY HAS ACCESS TO PUBUC RIGHT OF WAY. I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY K WLEDGE AND BELI F AS " ECENILY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL DARDS SET FOR BY E F LORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61617 -6 FLORIDA ADMINI ATIVE CODE PURSU T TO SECTION 472.027 FLORIDA STATUE. SEAL JUA A. SUAREZ PR" SSIONAL SURVEYOR AND APPER STATE OF FLORIDA UC. 1 220 W I— < LEGAL DESCRIPTION: LOT 6 AND THE EAST 1/2 OF LOT 7. BLOCK 40, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70. OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD ZONE INFORMATION: BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 3/2/94 AND INDEX MAP REVISED ON 7/17/95 THE HEREIN DESCRIBED PROPERTY IS WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME Sc NUMBER MIAMI SHORES 120652 MAP & PANEL NUMBER 12025C0093 SUFFIX J SND = SET NAIL & DISK SWK = SIDEWALK (TYP)= TYPICAL UB = UTILITY BOX UE = UTIUTY EASEMENT U/P = UTILITY POLE wM = WATER METER A = CENTRAL ANGLE = MONUMENT UNE = CENTER UNE - CHAIN LINK FENCE (00= �ORIG1 L IR AL O tLN _ —C1— WOOD FENCE O co O O _ H Q 1- H O z Z U W N 0 O J N W W Z Q — 0 ▪ 0 W 0 N < Q • 0 _ w< z >- Z ~ mZ0N V �c J 0 0 cfl W 0 C :12 E co 0 Qt 00 O E M O V O ti L m -a,3 C 3 cr) mc o � ? m N m � Gi O D O 0 C.7 li 0 01 LrL (115.00') LOT LINE SHEET_ 1_ OF WINDOW WIDTH 48 1/8 ____ Q D.L OPG. (FIXED) I .i I 11 1 11111 i JL / © '11 II , it - - -- _ LASS TYPE: II EE CHARTS' I I 1 1 DSB�• ' 56' 1 I 24 -3 /'f' • 11 11 /. /• 11 / JL_ 11 II 11 11 11 11 II / 11 =— Jl. - - - -_ II II 11 11 I1 I mmo I. DAY LIGHT OPG. DIMENSIONS' •S1 : ____ D. :t . ENIItSGg •' 26' 111 .i I 38 -3/8' • 15r15/16d • an DSB�• ' 56' i 24 -3 /'f' • 63' I mmo I. I 11111 iI© ______ DAY LIGHT OPG. DIMENSIONS' •S1 : WINDOW HEIGHTS D. :t . ENIItSGg •' 26' 14 -1/8' 9 -3/4' 38 -3/8' • 15r15/16d • 50 -5/8' '. • 22�1,I14z • : : • . • 56' • ••• 24 -3 /'f' • 63' 28 -1/4' 74 - 1/4 ' :33: ... DAY LIGHT OPG. DIMENSIONS 1/1 WDW. WIND ❑W WIDTHS D. L. OPENINGS 19 -1/8' 14 -1/8' 26 -1/2' 21 -1/2' 37' 32' 53 -1/8 48 -1/8 D.L OPG. (VENT) 50 1/4" • APSE MUNTINS (SURFACE APPLIED) NAY BE USED t0 i 0 (Ti a 00 N a 0 0 0 53 1/8" VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT • 410 041 • • • • .•• • • • • • • .•• • • • • .• • •. • •.• • • • • • . • • • • • . • • • • • • •• • • • • • • • • • • • • • .• •• z a N r 0 W 0 Z O v 4" MAX. TYP. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 0 li7 x 0 z CO co 0 W x m oo n M co a 0 0 CENTER ANCHOR AT HEAD & SILL REQUIRED ON. WIDTHS GREATER THAN 30' ONLY .._ c� 0 • • 0 DAY LIGHT OPG. DIMENSIONS TRUE COLONIAL WDW. D.L. OPENING MAX. WIDTH. = 11' D.L. OPENING MAX. HEIGHT = 13- 7/16" 53 1/8" WINDOW WIDTH 48 1/8" D.L OPG. (FIXED) 11 , 11 , 11 , 11 Al , , IGLASS TYPN 1EE CHARTSI 1 !! it II II II 11 11 11 11 / JL / � 11 II II II n 48 1/8" D.L OPG. (VENT)' 50 1/4" VENT WIDTH 11 II . it II II II I I TYPICAL ELEVATION ..._ .1- OVER 1 TESTED UNIT Cn n C.7 z 0 4' MAX. TYP. HEAD /SILL CENTER ANCHOR AT HEAD & SILL REQUIRED ON WIDTHS GREATER THAN 30' ONLY Ettgr. OR. HUMAYOUN FAROOQ STRUCTURES FIA. PE # 16557 OCT 1 6 2001 TRUE MUNTINS By • • )i' ?IRA ON D • 53 1/8" WINDOW WIDTH TYPICAL ELEVATION TRUE COLONIAL TESTED UNIT NOTES: L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COOE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.- WINDOWS SHALL BE PROTECTED BY DADE COUNTY APPROVED. • • IMPACT RESISTANT SSHUTth6 : :: • • ••• . • • •• • • • PRODUCT RENEWED ••• • • • ACCEPTANCE No. Orr/P. Z3 j cZ: .. • • • 2 1 ocL• • ••• • • •• •• ••• • • • • • • • • • • •• • • • 410 • • • ••• CT C.C3NTR0t, Dlvj$IOI4 • • BUILDING CODE COMPM 40£ ODIC$ • : • .. .. . • • • .•• • • • ••• • • • • •• • • ••• 0 0 z z w J 0 z J O O I 1n c 0 0 .; 4) 0 1 2 0 0 0 1 • u 0 .o 03 (O 1 N m N i 0 c b Z o • a • Iw rre 0 I N ; 3� J o ¢ U 0 (0 rn 0 Vi 0 ) c 0 0 0 0 a a) 0 0 0 ,c co N co N C m 0 0 v 0 u drawing no. W98 -25 sheet 1 of 5 , SERIES -300 ALUMINUM SINGLE HUNG WINDOW ' • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF 1 OVER 1 DSB- ANNEALED GLASS 1 OVER 1 3/16 " - ANNEALED GLASS 1 OVER 1 1 /4 "- ANNEALED GLASS TRUE COLONIAL DSB - ANNEALED GLASS WIDTH HEIGHT ANCHORS/JAMB EXT. < +) 1NT. (-) EXT. (+) 1NT. < -) EXT. (+) 1NT. ( -) EXT. (+) .1NT. ( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 4 55.3 78.0 55.3 125.0 55.3 167.0 • 53.3 78.0 4 55.3 78.0 55.3 125.0 55.3 167.0 53.3 78.0 26 4 85.3 78.0 55.3 125.0 55.3 . 160.5 53.3 _ 78.0 • 4 55.3 77.7 • 55.3 1058 55.3 105.8 , 53.3 78.0 19 -1/8' 26 -1/2' . 37' 53 -1/8 6 55.3 78.0 55.3 _ 125.0 55.3 167.0. • . 53.3 .78.0 6 55.3 78.0 55.3 125.0 55.3 167.0 . 53.3 ' 78.0 38 -3/8' . . . 6 '55.3 61.9 . 55.3 122.0 55.3 122.0 . 53.3 78.0 6 44.8 44.8 55.3 76.8 55.3 76.8 53.3 70.7 /8' 26 -1/2' 37' 53 -1/8 6 (5.3 8.0 55.3 . 125.0 55.3 167.0. "53.3 . - . • 78.0 6 76.8 55.3 125.0 • 55.3 167.0. 53.3 \ 78.0 50 -5/8' 55.3 .6 55.3 57.8 55.3 92.5 55.3 104.1 53.3 . 78.0 6 33.1 33.1 - 55.3 62.6 55.3. 62.6 53.3 55.4 - . 19 -1/8' 26 -1/2' 37' 53-1/8 56 • 6 55.3 78.0 55.3 - 125.0 55.3 167.0. 53.3 - 78.0 6 55.3 69.9 55.3 123.5 55.3 156.0 ,._,, 53.3 78.0 6 52.3 52.3 55.3 84.3 55.3 99.6 , 53.3 78.0 6 34.2 . - 34.2 55.3 57.3 55.3 .58.6 ' 50.8 ' . 50.8 19 -1/8' 26 -1/2' 37' 53 -1/8 6 6 '. ' 55.3. 78.0 55.3 125.0 55.3 ' 167.0 . 53.3 ' 78:0 6 55.3. 63.1 55.3 106.8 - 55.3 138.7 53.3 78.0 .6 47.6 47.6 55.3 76.2 55.3 95.8 53.3 . ...71.5. 6 32.4 32,4 50.9 ' 50.9 54.5 54.5 46.0 46.0 19 -1/8' 26 -1/2' 37' 53 -1/8 74 -1/4' ' 8 - - 55.3. . _125.0 ...._.. _ .._... _ 55.3 _ 167.0 - ...... _ - - ._.. ,._ 8 - - 55.3 90.0 55.3 .127.4 - . - 8 - - 55.3 66.7 55.3 83.6 - -. 8 - - 47.9 47.9 50.0 50.0 BASED ON FTL -1962 DATED 3 -16 -98 TEST SIZE = 53-1/8" X 63" (1 OVER 1) TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = DSB- ANNEALED •• ••• • • • • • • • • • •• ••• •• • • • . • • ' • ••• • • • •• • ••• • • • • • • • • • • • • • ••••• • ••••••• • • • • • • • • • •• ••• • ••• • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • ••• • • COMPARATIVE ANALYSIS CHART BASED ON FR.-1957 DATED 2 -25 -98 TEST SIZE = 53 /8" X 74-1/4" (1 OVER 1) TEST LOADS = +75.0, -75.0 PSF DESIGN LOADS = +50.0, -50.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = '3116 " - ANNEALED • • • •• • • • • •• BASED ON FTL -1958 DATED 3 -11 -98 TEST SIZE = 53 -1/8" X '63" (8 OVER 8) TEST LOADS = +69.0, -69.0 PSF DESIGN .LOADS = +46.0, -46.0 PSF WATER INFILTRATION TEST = 8.0 PSF TESTED GLASS = DSB - ANNEALED Engr. OR. HUMAYOUN FAROOQ STRUCTURES • FLA. PE / 16557 1162001 By •• • • • • • ••• •• • • • • • • • • •• •• • • • •• ••• •• PRODUCT RENEWED • EXPIRATION ACCEPTANCE NO... i - EA': • P 2 • • _ • •. • ••• /l • • • ••• • • • • • - ••• • oaucr coNl:1t4t, dtvr tq : : • • BUILDING CODE COVPIZVIcp • • • ••• • • • z C zW 1 0 N E+ U N Qi Q h Gg 0 no a 0 u, n z •o cy .03 ce i z W w V) K9 CC U) " c 0 Q z 0 z z 0 0 r) f!1 c O a) 1 a 0 0 na s 0 U In N t 0 o� 0 0. 0 x N 07 t0 rn 6. CO CO O • 0 M O. v O jo . 0 ✓ N CO r) 1 J rn • =� CC o -� Urn � 0 L co .w+ 0 '0 O c C drawing no. W98 -25 sheet 2 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING a_ 7/8' X 2-3/4' OPEN CELL FOAM PAD AT EACH WEEP SLOT 1-3/4' X 3/16' WEEP SLOTS AT 2-1/2' FROM EACH EN 4 4 . • . . 4 . • • . • • • • .. • . • • • • •1141 • •• i T • 4 • . u 3 4 •1 • • • •111 • • • • • • *0• • • • • • • 00 •••• • (■)0410 • • • • • • • • • • • • : • 000 • • r • 4 o . • • • NA._ . • . • . • • I 4 111 • A db •• 4 41.•• 4w •• • • • .. • • e • • tilf. • ■:o. • .: TIM AV ARCHORS S ELIV. FOR SPACING SINGLE HUNG WINDOW 1 OVER 1 W000 BUCKS NOT BY CURV—A—TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS: INTO 2E3Y WOOD BUCKS OR W000 STRUCTURE 3/16" TAPCONS WM-i 1-3/8" MIN. PENETRATION INTO WOOD INTO 1E3Y WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: • USE ADHESIVE BEDDING COMPOUND OH 10 SEALANT NO. 051—HM--270 OR EQUIVALENT COLOR TO MATCH GLASS & METAL FINISH SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND AXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT 1 BY OR 2 BY • WOOD BUCK _ . 1 BY OR 2 BY W000 BUCK - • _. • VENT WIDTH TYP. GLASS BITE 3/8' FOR 3/16' & 1:14' GLASS 5/16' FOR DSB GLASS__ . • D.L OPG. EXTERIOR WINDOW WIDTH Engr: OR. HUUAYOUN FAROOQ STRUCTURES - FLA PE # 16557 OCT 1 6 2001 WOOD BUCKS NOT BY CURV-A-TECH MUST SUSTAIN IMPOSED LOADS 1/4' SHIM 0 MAX. A• • • • • •0• 0• • • • • • • 00 • • • • • • 0 • • • 00 ••• •• PRODUCT RENEWED ••• • • • • ACCEPTANCE No. 04101 3:0Z, • • • • • • • • • •• . • e EXPIRATION DATE tv;0 12:- • Gt. • By Ai :TYPICAL. ANCHORS 4 SEE ELEV. AND CHART FOR SPACING • • • • ••• "•ce""col .gCrrirsrstki • ' :.*.: : • • ••• • • • ••. • • • 0 0 z — J z U") z — J 0 0 r• 1-- (1) (0 c . 6 . 5 • 0 0 1 C.4 1 drawing no. W98-25 (sheet 3 of 5 ITEM' # PARTS REQD. DESCRIPTION REMARKS 1 C -3001 1 FRAME HEAD 6063 -T5 (ALUM) 2 C -3002 1 FRAME SILL 6063 -T6 (ALUM) 3 C -3003 2 FRAME JAMB • 6063 -T5 (ALUM) 4 C -3004 1 MEETING RAIL 6063-76 (ALUM) 5 Q73005 1 SASH TOP RAIL 6 C -3006 , 1 SASH BOTTOM RAIL 6063 -T6 (ALUM) 7 - - - - 8 C -3007 2 SASH SIDE RAIL 6063 -T5 (ALUM) 9 - AS READ. ASSEMBLY SCREWS N 8 X 1' P.H. PHILIPS CRS 10 C -3085 4/ VENT FACE GUIDES 2 -3/4' FROM ENDS L AT MIDSPAN NYLON 11 C -3009 2/ VENT SASH LATCH AT 6 -1/4' FROM ENDS 6063- T6(ALUM), W/ S.S. LEAF SPRING 12 3017 -G AS REQD. FIN SEAL PILE ULTRAFAB 13 C -3011 AS READ. •FEATHER STRIP BULB VINYL . WIBORG 14 - AS REQD. SILICONE BACK BEDDING OH 10 SEALANT OR EQUAL 15 - AS READ. ALUM GLAZING BEAD ROLL FORMED ALUM. 16 - 2 BLOCK L TACKLE BALANCE. 5/8' BOX, BLANCE SYSTEMS DR EQUIV. 17. - C -3010 AS REQD. •MORIZ. MUNTIN 6063 -T6 .(ALUM) 18 C -3014 AS REQD. VERT. MUNTIN 6063 -T5 (ALUM) TYPICAL ANCHORS SEE ELEV. FOR SPACING � ,, • e 4 d D J d a • 4L. 7/8' X 2 -3/4' OPEN CELL FOAM PAD AT EACH VEEP SLOT 1 -3/4' X 3/16' WEEP SLOTS AT 2 -1/2' FROM EACH END 111 il: 4 ell A •• • • • • •• . • a v� S s • • •• • • • • • • • • • • • •• • . ••• • • • -0 • • • • • •• .'. b r • • •.• • • • ' a •• ; •4 •._• • ice •.•• ' • « • • . 4,; fir(. i. • a • Y .. .: tYPICAL• UtLICIRS ••• • • •SEE• EtE`C. FOR SPACING • SINGLE HUNG WINDOW TRUE COLONIAL 1 BY OR 2 BY WOOD BUCK_ 1 BY OR 2 BY WOOD BUCK r -- VENT WIDTH TYP. GLASS BITE 3/8' FOR 3/16' & 1/4' GLASS 5/16' FOR DSB GLASS D.L OPG. EXTERIOR WINDOW WIDTH Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE f 16557 OCT 1 6 2001 WOOD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS _ D.L OPG. 1/4' SHIM 0 MAX. PRODUCT. RENEWF I • , • TYPICAL ANCHORS SEE ELEV. AND, CHART FOR SPACING •• I • • • ••• •• • . • • . • • • • • • • }• • • • rANCEN6. al of bZ• • ••• • • • _.• E7OIRATION DATE Abviy +' /1 'GL ... • • • • • • • • • PBODUC`T CONTRbL.DIi►LSION • - • • :.: • BUIIASMG CODE CI�ip O I/NrE.Ilg16Ei I' • • • • • • • • • • • • • • • • • • • • • • ••• • • co rn z co O _ m P4 O 0 O C cL O N W O QQ oo C4 u) °0 0 e Lz W� M 1 g rl - W C ) O 0 w J 0 z_ 0 0 q 0 . 55 .> v m m N 0 O v z F O a 0 wO W U W r PO Li_ QN QQ 0 -' Urn= O a v 0 A m 0 b 0 c 1 CV 8 J3 u drawing no. W98 -25 sheet 4 of 5 .750 2.062 • .062 C -3002 6063 -T5 1.094 C - 3001 6063 - T5 F� 1.046 • MEETING RAIL C -3004 6063 -T6 L624 6063 -T6 1.5 .062 L500 SASH BOTTOM RAIL 1.600 .062 HOOK LOCK C -3009 6063 -T6 r-376 — .812 -0-1.500 HORIZ. MUN11N C -3010 6063 -T6 2.173 .• • • .• •• • 1• • • • • • • • • • •I • • e•• • • • • • r _1062 1 • • • •• • • —.•�+ • • • A62 r d • • • • • Imo-. -- .2.862 • • • • • • • • SASH SIDE RAIL •. • • • - WARE - 4W • C -3007 •. • • • • 0.43006 • 6063 -T5 6063 -T5 2.800• • • • • • • • • • • • • • •• • • 1.014 FRAME CORNER DETAIL VENT CORNER IZIAI 1 Engr. OR. HUMAYOUN FAROOO STRUCTURES FLA. PE # 16557 s 200 BY MUNT1N COPING DETAIL •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• PRODUCT RENEWED ••• • • • • • ACCEPTANCIiNo.: Ct�' /CZZ •0t : : • • • • ••••••• .•••• EXPIRATION DATWO/64f; rtii °O • • • • • • PRODUCTION tILC R SI$g : • : • BUILDING COVE cOMPLIANIE OFticE • ••• • • • ••• [t 0 0 z t c� z z N z -J 0 0 M I • c 0 m . L 0, N 0 W to O m F `o O 0 Ce O jo u- • ct cp U �� m rn I N • �` m m m X 3 6 fro)." 0 J Urn= 0 0 0 0 u 0 9 � drawing no. W98 -25 sheet 5 of 5 • DESIGN .LOAD CAPACITY - PSF WINDOW DIMS. . A STD. MEETING RAILS X0 OR OX SIZES ONLY H. D. MEETING RAILS XO OR OX SIZES ONLY 3/16 -ANN. GLASS • 3/16" -ANN. GLASS 3/16" -TEMP. GLASS WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) ' 1NT. ( -) • 24" 36" 48" 60" • 72" 24" v v co co co 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60 :7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 . 60.7 125.0 . • 60.7 125.0 60.7 125.0 60.7 • 110.1 . 60.7 110.1 60.7 . 125.0 24" 36 48" 60" 72" 36" ✓ v co co co 60.7 .125.0 60.7 _ 125.0 60:7 125.0 60.7 • .113.8 • • 60.7 113.8 60.7 125.0 60:7 102.6 60.7 102.6 60.7 125:0 60.7 • 82.3 . 60.7 82.3 60.7 125,0 .60.7 . 70.5 • 60.7 70.5 60.7 125.0 24" 36" - 48" 60" 72" 58 :6 ✓ v Co co co 60.7 _ 125.0 • 60.7 125.0 60.7 125.0 60.7 •• 85.3' •' 60:7 . . 85.3 .60.7 125:0 60.7 74.8 60.7 74.8 60.7 123.9 • 60.7 60.7 s • . 60.7 60.7 . 60.7 108.1 54.3 54.3 , 54.3 54 :3 60.7 . 96.5 '24" 36" • 48" 60° 72" 60' • v v co. co co 60.7. 74.4 60.7 102.4 60.7 • 125.0 50.6 . 50.6 • ' • 60.7 68.3 60.7 102.9 39 :0 39.0 . 60.7 62.0 60.7 92.9 X X' . 45.5 - 45.5 60.7 • 79.3 X X 41.8 41.8 60.7 70:8 26 -1/2" 37" 53 -1/8" . 74 • 26" • ✓ v co co 60.7 .125.0 60.7 125.0 60.7 125.0 60.7. 125.0 ' 60.7 ' 125.0 60.7 . 125.0 • 60.7 • 125.0 60.7 125.0 60.7 125.0 60.7 95.6: 60.7 95.6 60.7: . 125.0 26-1/2" 37" 3 -1/8" • 38 -3/8' v co 60.7 125.0 . 60.7 125.0 60.7 ' 125.0 '`60.7' 103.9 60.7. 103.9 ' 60.7 125.0 60.7 • • 86.3 ' 60.7 86.3 60.7 125.0 74" 60.7. . 65.6 60.7 65.6 _ 60.7 117.4 26 -1/2" 37 "' 53-1/8" 74" 50 -5/8" ✓ co 60.7 • . 109.9 , • 60:7 109.9 60.7 125.0 60.7 • • 78.7 60.7 . 78.7 60.7 118.7 60.7 61.7 • 60.7 63.8 60.7 107.9 . .49.7 , 49.7' . 50.8 50.8 60.7 89.0 26 -1/2" 37" 53 -1/8" 74" 63' . _ a - fo. (0 58.3 58.3 60.7 88.3 .60.7 125.0 42.4 42.4 60.7 63.3 60.7 95.4 30.7 30.7 49.8 49.8 60.7 81.0 - X X . .39.0 39.0 60.7 . 65.0 .DESIGN 'LOAD CAPACITY - PSF HEAVY" DUTY MEETING RAILS XOX SIZES ONLY WINDOW DIMS. A 3/16" -ANN. GLASS 3/16" -TEMP. • GLASS •N WIDTH HEIGHT EXT. ( +) 1NT. '( -) EXT. •( +) 1NT. ( -) 72' 84" 96" 108' 120" • . 24" '7 8 • 10 10 11 60.7 '116.5 60.7 125.0 60:7 60.7 • 99.2 87.9 60.7 '60.7 125.0 125.0 • 60.7 83.2 60.7 125.0 60,7 78.6 • 60.7 125.0 72" 84" 96` 108" 120" 36" 7 8 • TO 10 • 11 . 60.7 73.8 60.7 • 99,6 . 60 :7. 64.0 .60.7 97.5 '55.8 55.8 • 60:7 99.8 • 47.6.' . 47.6 • 60'.7. _ 88:5 42.9'. .• 42.9: 60.7 80:7 72" 84" • 96" 108" • - 120" . '48" 7 • .8 10 • 10 • . 11 : • 55.8 . 55.8 60.7 , • 74.7 50:4 50.4 . . 60.7 73.1 • 48.3 48.3 . 60.7 70:8 43.1 43.1 .60:7 65.1 • 37:1' 37.1 • 59.6 . 59.6 72" .. 84" 96" 108' . 120" 60" 7 8 10 '10. 11 .: 42.9 42.9 .. . 58.8 58 :6 . 42.6 ' ' 42:6 53.3 53.3. .37.1 37.1. 49.6 49.6 34 4 34.4 • 47.0 • 47.0 • • 32.0 ' 32.0 . 45.0 . 45.0 74 106-1/4". 26" 7 10 • 60.7 ' 100.5 60.7 .125.0 60.7 70.1 60.7 125.0 74' 106 -1/4" 38 -3/8" 7 10 60.7 68.2 60.7 90:9 48.7 • • 48.7. 60.7. .84.5 74' 106-1/4" 50 -5/8 7 10 • 52.2' • 52.2. . 60.7 68:9 41.1 41.1. 60.7 • 62. . 74" 106 ' ' 6 . 7 10 40.1 • 40.1 - • 51.1 51. 33.4 ' 33.4' '; 40.0 40.0 , (0 SEE COLUMN 'A' FOR NO OF ANCHORS AT F 2 "SI • 4° SEE C 'A' FOR. • NO. OF ANCHORS • AT. TYPICAL F•LEV4\TION • (XO OR•QX3DIL' 5. •• SURFACE APPLIED MUNTINS - OPTIONAL . • 4" 4 "I16- 3 /4 "MAX.I FF TYP. ii WINDOW WIDTH TYPICAL ELEVATION. ( XOX ) . . 01 NG VENTS TO BE ±1/4 THE WIDTH' OF THE WINDOW SURFACE + APPLIED MUNTINS OPTIONAL " I c" .uev' • ••• •.'• • • • • • • • • • • • • • •• ••• • ••• • • • •• • • • • • ••• • • .. • • • • • • • • • • ••• • • • • • • • • •' • • • • • • •• • •• • •.• • • •• •• ••• • • • ••• • • 6 ". MAX. to Co CD w 0 0 Z SERIES -400 ALUMINUM HORIZ: ROLLING WINDOWS. COMPARATIVE ANALYSIS CHART BASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118" X 60" (XOX) TEST LOADS = +67.5, -67.5 PSF :. DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = '3 /16 "- ANNFALFD H.D. MEETING RAILS NOTES; A = ANCHORS PER HEAD & SILL NE TEMP. GLASS REOD : AT. FIXED LITE 0 BASED ON FTLr•1364 DATED 2 -1 -96 TEST SIZE _ ,72" X 48" (XO) TEST LOADS =- +31.0, -91.0 PSF DESIGN LOADS' = +60.7, - 60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS 3116 " - ANNEALED STANDARD MEETING RAILS BASED ON FTL -3802 DATED 5 -15 -03 TEST SIZE = 74" X 63 (XO) DESIGN LOADS = -1-60.7, -65.0 PSF TESTED GLASS = 3/16 " - TEMPEREQ H.D. MEETING RAILS 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING 'CODE. • • ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-.93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. - WOOD BUCKS BY OTHERS, MUST BE ANCHORED 'PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR. STUCCO. A = ANCHORS PER HEAD & SILL - 31E 31E TEMP. GLASS AT BOTH LITES. Engr DR. HUMAYOUN .FA000Q STRUCTURES • • FLA. PE # 1655 • CAN. 3538 • • • • • • JUN 1 3 2003 • • •• • SEE ANCHOR NOTE FOR WINDOWS WITH TEMPERED GLASS ON SHEET 2. •• • • • • • ••• •• • • • • • • • • • • • • • '• • • •• • • • •• ••• •• • • • • r • P13O RJCT.REVP6£Q • 1 ' • as / • Foglpi}zng 1 itt the Fie Betiding t % %e • ••• Acceptance the O3-O:0 .04. . t ration Date .o. r" 4.• • is , y ,.r 1 • • ••• 1 I* N 3 J Q a 0 (J O �. 1 c 0 0 U • wo 8 = �O - ✓ 1 rn • ' I co Q ' ' N 2 QQ 0 J n. Q . O o) _ ( •-O .i+ U y a) W . W tr O J '0 vi n rn m 0 0 0 W_ 4- 0 0 0 n 0 m 0 n n: 0 • tO n 0 0 o 0 W ( drawing no. W97 =31 (sheet 1 of 4 UK JILL 1 1 0 n II II 1 II II n II II 11 • 11 Il 11 II ii I1 JL .. - - -- %/ / • n '1 3/1 ANN. GLASS II 11 II 11 u /. II II /16" ANN: GLASS II' 11 11 II I. i 1 3/16" ANN:/TEMP. GLASS II 11 II B 11 II I , il (0 SEE COLUMN 'A' FOR NO OF ANCHORS AT F 2 "SI • 4° SEE C 'A' FOR. • NO. OF ANCHORS • AT. TYPICAL F•LEV4\TION • (XO OR•QX3DIL' 5. •• SURFACE APPLIED MUNTINS - OPTIONAL . • 4" 4 "I16- 3 /4 "MAX.I FF TYP. ii WINDOW WIDTH TYPICAL ELEVATION. ( XOX ) . . 01 NG VENTS TO BE ±1/4 THE WIDTH' OF THE WINDOW SURFACE + APPLIED MUNTINS OPTIONAL " I c" .uev' • ••• •.'• • • • • • • • • • • • • • •• ••• • ••• • • • •• • • • • • ••• • • .. • • • • • • • • • • ••• • • • • • • • • •' • • • • • • •• • •• • •.• • • •• •• ••• • • • ••• • • 6 ". MAX. to Co CD w 0 0 Z SERIES -400 ALUMINUM HORIZ: ROLLING WINDOWS. COMPARATIVE ANALYSIS CHART BASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118" X 60" (XOX) TEST LOADS = +67.5, -67.5 PSF :. DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = '3 /16 "- ANNFALFD H.D. MEETING RAILS NOTES; A = ANCHORS PER HEAD & SILL NE TEMP. GLASS REOD : AT. FIXED LITE 0 BASED ON FTLr•1364 DATED 2 -1 -96 TEST SIZE _ ,72" X 48" (XO) TEST LOADS =- +31.0, -91.0 PSF DESIGN LOADS' = +60.7, - 60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS 3116 " - ANNEALED STANDARD MEETING RAILS BASED ON FTL -3802 DATED 5 -15 -03 TEST SIZE = 74" X 63 (XO) DESIGN LOADS = -1-60.7, -65.0 PSF TESTED GLASS = 3/16 " - TEMPEREQ H.D. MEETING RAILS 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING 'CODE. • • ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-.93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. - WOOD BUCKS BY OTHERS, MUST BE ANCHORED 'PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR. STUCCO. A = ANCHORS PER HEAD & SILL - 31E 31E TEMP. GLASS AT BOTH LITES. Engr DR. HUMAYOUN .FA000Q STRUCTURES • • FLA. PE # 1655 • CAN. 3538 • • • • • • JUN 1 3 2003 • • •• • SEE ANCHOR NOTE FOR WINDOWS WITH TEMPERED GLASS ON SHEET 2. •• • • • • • ••• •• • • • • • • • • • • • • • '• • • •• • • • •• ••• •• • • • • r • P13O RJCT.REVP6£Q • 1 ' • as / • Foglpi}zng 1 itt the Fie Betiding t % %e • ••• Acceptance the O3-O:0 .04. . t ration Date .o. r" 4.• • is , y ,.r 1 • • ••• 1 I* N 3 J Q a 0 (J O �. 1 c 0 0 U • wo 8 = �O - ✓ 1 rn • ' I co Q ' ' N 2 QQ 0 J n. Q . O o) _ ( •-O .i+ U y a) W . W tr O J '0 vi n rn m 0 0 0 W_ 4- 0 0 0 n 0 m 0 n n: 0 • tO n 0 0 o 0 W ( drawing no. W97 =31 (sheet 1 of 4 UK JILL 1 1 0 • . � �..... I , il II = = = =71 r 3 /16 " G AANNNN./TEMP. ' G JL - - -- II - - -- �L. 3 /16 ".ANN./TEMP. G LAS S -JL ' II •• e 15 ••• • • • .• "3t .: • •• ••• • • • . • • • • ... • ' • .•' • • • •• ••• •• • . WINDOW WIDTH . (0 SEE COLUMN 'A' FOR NO OF ANCHORS AT F 2 "SI • 4° SEE C 'A' FOR. • NO. OF ANCHORS • AT. TYPICAL F•LEV4\TION • (XO OR•QX3DIL' 5. •• SURFACE APPLIED MUNTINS - OPTIONAL . • 4" 4 "I16- 3 /4 "MAX.I FF TYP. ii WINDOW WIDTH TYPICAL ELEVATION. ( XOX ) . . 01 NG VENTS TO BE ±1/4 THE WIDTH' OF THE WINDOW SURFACE + APPLIED MUNTINS OPTIONAL " I c" .uev' • ••• •.'• • • • • • • • • • • • • • •• ••• • ••• • • • •• • • • • • ••• • • .. • • • • • • • • • • ••• • • • • • • • • •' • • • • • • •• • •• • •.• • • •• •• ••• • • • ••• • • 6 ". MAX. to Co CD w 0 0 Z SERIES -400 ALUMINUM HORIZ: ROLLING WINDOWS. COMPARATIVE ANALYSIS CHART BASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118" X 60" (XOX) TEST LOADS = +67.5, -67.5 PSF :. DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = '3 /16 "- ANNFALFD H.D. MEETING RAILS NOTES; A = ANCHORS PER HEAD & SILL NE TEMP. GLASS REOD : AT. FIXED LITE 0 BASED ON FTLr•1364 DATED 2 -1 -96 TEST SIZE _ ,72" X 48" (XO) TEST LOADS =- +31.0, -91.0 PSF DESIGN LOADS' = +60.7, - 60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS 3116 " - ANNEALED STANDARD MEETING RAILS BASED ON FTL -3802 DATED 5 -15 -03 TEST SIZE = 74" X 63 (XO) DESIGN LOADS = -1-60.7, -65.0 PSF TESTED GLASS = 3/16 " - TEMPEREQ H.D. MEETING RAILS 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING 'CODE. • • ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-.93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. - WOOD BUCKS BY OTHERS, MUST BE ANCHORED 'PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR. STUCCO. A = ANCHORS PER HEAD & SILL - 31E 31E TEMP. GLASS AT BOTH LITES. Engr DR. HUMAYOUN .FA000Q STRUCTURES • • FLA. PE # 1655 • CAN. 3538 • • • • • • JUN 1 3 2003 • • •• • SEE ANCHOR NOTE FOR WINDOWS WITH TEMPERED GLASS ON SHEET 2. •• • • • • • ••• •• • • • • • • • • • • • • • '• • • •• • • • •• ••• •• • • • • r • P13O RJCT.REVP6£Q • 1 ' • as / • Foglpi}zng 1 itt the Fie Betiding t % %e • ••• Acceptance the O3-O:0 .04. . t ration Date .o. r" 4.• • is , y ,.r 1 • • ••• 1 I* N 3 J Q a 0 (J O �. 1 c 0 0 U • wo 8 = �O - ✓ 1 rn • ' I co Q ' ' N 2 QQ 0 J n. Q . O o) _ ( •-O .i+ U y a) W . W tr O J '0 vi n rn m 0 0 0 W_ 4- 0 0 0 n 0 m 0 n n: 0 • tO n 0 0 o 0 W ( drawing no. W97 =31 (sheet 1 of 4 • Q • A FOAM .PAD 4 4 • • • e • ' a 1• • • ^ d 1 1 TYPICAL ANCHORS 1'BY OR 2'BY . WOOD BUCKS 1 1 • • I: � j 0 1 1 . ® © ,LJr'W1 WEEPH�LE ) 1 W3 II 110 W4 • • • • • • • • • Q • • • L • • p •4 • •. •• ° • • • ••• . •.•• • • • :• • • • • • • o • • • • • • . died; r. • • • •• • • ••• • • • • • • • • • • • • • L • • • . •• • • • .• • • • .TYPICAL ANCHORS . • • ... • ;TYPICAL ANCHORS • • • • • • • • • •• • •• • •. •-• • • ••.•. ••• .• • • ••• • • WOOD BUCKS NOT BY CURV -A —TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ® Q NIF I EXTERIOR WINDOW WIDTH L 1 BY OR 2 BY WOOD BUCK LOCKS LOCATED AT • ±10 -3/4" FROM EACH. END TYPICAL ANCHORS: XOX LAYOUT A. INTO 2 BY WOOD BUCKS 3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD B. INTO 1" BY WOOD BUCKS. OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4 ": MIN. EMBED INTO MASONRY rNOTE: • . WINDOWS OF CONFIGURATION XO OR OX .GLAZED WITH 1 3/16 TEM. GLASS SS SHALL USE 1/4 ". DIA. TAPCONS AT FRAME HEAD I ANCHORS AT JAMBS AND SILL MAY BE 3/16" DIA. FOR I LALL CASES. J GLAZING METHOD: EXTERIOR GLAZED, 3/8" TYP. GLASS BITE, USING 'SILICONE BEDDING COMPOUND NO. OSI HM -270 AND ROLL FORMED ALUMINUM BEAD. SEALANTS: ALL •FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPHOLES: W1 - 3/8" NOTCH IN LEG AT EACH END W2 - 3/16" X 2" NOTCH 4 PER SILL • W3 - 3/16" X. 2" NOTCH 3 AT XO do OX SIZES 4 AT XOX SIZES OPEN CELL FOAM PAD (1/2 "X 3/4"X 3 - 1/4") AT EACH W3 W4 - 1/2 X 178" NOTCH AT SILL TRACK . AT 2" (Sc 39 -7/8" FROM EACH END (XOX SIZES) • AT 1 - 1/4' FROM EACH END (XO OR OX SIZES) 1/4'. SHIM . MAX. • •• • • • .• • ••• •• • •• • • • • • • • • • •.• • •• • • • ••• • • • •• • 4. (-TYPICAL ANCHORS • d • • • • • • • 000 • • • • •• • • • • • • • • • PitOpiJI. RVISRD • • wc aau{>iyr.ng wits the Fonda Buting • • • • Acceptance Na 03 -O8 07. 0(0 Expiration Date /PRIL 17;2,00,8 • • • • • z 0 4 E -, I4 0 E Oa P4 AI Otn U L r o w CD' > rjCO p a ° - * co N � N 0 r ur wl w N : z in a , ' C 0 a� 0 0 0 0 0 n 0 40 0 n M 0 40 J 0 0w v. c u t drawing no. W97 -31 (sheet 2 of 4 ) ITEM # PART # REQD. • DESCRIPTION REMARKS 1 10248 1 FRAME HEAD 6063 -T5 2 10845 1 FRAME SILL 6063 -T5 3 10847 2 FRAME JAMBS 6063 -T5 4 11822 . 1/ VENT H.D. FIXED MEETING RAIL 6063 -T6 4S 10249 1/ VENT STD. FIXED MEETING RAIL 6063 -T6 5. .10846 " '1 SILL TRACK 6063 -T5 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6063 -T6 7 - 1 /VENT 5/16' BOX SCREEN OPTIONAL 8 ,10257 " 2/ VENT VENT SIDE RAIL 6063 -T6 9 11823 V VENT H.D. VENT• INTERLOCK RAIL 6063 -T6 9S 10256 1/ VENT STD. VENT INTERLOCK. RAIL 6063 -T6 10 C -3055 4/ VENT WHEEL HOUSING 1. GUIDE NYLON • 11 C -3056 2/ VENT ROLLER PIN STAINLESS STEEL 12 ' C-3085 - 4/ VENT VENT FACE GUIDE NYLON 13 - .: 2/ WINDOW WEEPHOLE HOUSING. & FLAP NYLON OR CELCON. .14 •' - . AS READ. ALUM GLAZING BEAD ROLL FORMED ALUMINUM .15 -. AS READ. • SILICONE GLAZING COMPOUND ' . OSI HM -270' ...16 " - 7916 -187 • . AS READ. FINSEAL 'WEATHER STRIP • 17 - AS READ. # 8 X 1' SMSPHP SCREWS ASSEMBLY SCREWS 18 10255 • . 4 ALUMINUM VENT LATCH 6063 -T6 19 C -3081 4 LATCH SPRING CLIP STAINLESS STEEL 20 . .0 -3057 2/ VENT BRASS ROLLER 21 • - 1/ VENT # 8 X 2 -1/2' SMS FIXED RAIL BOTTOM SCREW TYPICAL ANCHORS � t3 -.,„t %tn„„,„um„%IU I , rte rillt m WINDOW WIDTH • • ••• • • • • • • • • • • • • • •• ••• '•• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • r . •. • • • • • • • • • • • ••• • ••• • • • . ••• • • • • ••• • • • • • •• • • . • • • • •• • ••• • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • ••• • • • STD. MTG. RAILS (FOR XO OR OX ONLY) EXTERIOR HEAVY DUTY MTG. RAILS XO LAYOUT OX OPPOSITE 1/4' SHIM ' MAX. WOOD BUCKS NOT BY CURV- A -TECH- - MUST SUSTAIN IMPOSED LOADS a. . — TYPICAL ANCHORS... Engr. DR. HUMAYOUY•F.AROBO STRUCTURES; • • FLA. PE # 1 . . CAN 353E • • • • • •• • • • .• • ••• •• • . . • • • • • • • • • • • • • . • • . • • • • • • . ••• • • • • • • • • • • • • • .P oDUC vitEb • • ask2fhptyloz witiftpt FkigA Baiding Code Ac. $ tance No 0.5-0807. 062 •: 'ra tiara pate J n o• 0 M ' I 3 J a` C drawing no. W97 -31 (sheet 3 of 4 2 2.000 FRAME HEAD 10248 6063 —T5 .812 "VENT TOP /BOTTOM RAIL 10 6063 —T6 .921 SILL TRACK • 10846 :• 6063 —T5 1.062: • 1.126 FRAME SILL 10845 6063 —T5 =-•1 .812 FRAM1 JAM$ 1.548. >t 11 1.062 • VENT SIDE RAIL, 1 0257 6063 —T6 1.671 1.524. . H.D. VENT INTERLOCK • RAIL 11823 6063 =T6 H.D. FIXED MEETING RAIL 11822 6063 —T6 — 1.500 - 1.594 •• •• • • •• • • • • • • • • • • • .. 01 • • • • • • • • .• .. .. •. • • .984. 1.062 STD. VENT INTERLOCK RAH, 9S 1 0256 6063 —T6 F•- 1.094' �I • • • • • ••• .062 • 4 e x t. h E:r NC RAIL • • • • 11,29 . • • • • 6063 —i6 • ••• • • • •• • • • • • • • • • • • • ••• • . • .• • • • • • • • • • • • .•. • • • .. • •.. . • • •.. • • • FRAME TOP CORNER FRAME BOTTOM CORNER Engr. DR. HUMAYOOWFAlildC00 STRUCTURES • • FLA. PE # 1b157 :. CAN. 3538 • VENT CORNER • • • • • • • • • • • • • • • • • •• • • • • • • • •. • • • •• ... .. • • • • • • •• •• • JUN 132 -003 • • • • • 14 D U C T RE y sCD. • • • as cernei 't With S� Itricla Building Code eptance No Q3- 0807.O(0 • E p Date !� �r X • de•Pre$uct font • • ••• 0 z 0 Z o . J (n NJ v m CO N f` O0 N N 0 0 0 N rn Q• a 2 O 0 Z O (0 co O co CL Cr 0 0 U W a TT 4 - 2 J I Q t71 N aD • ::_c U O) ' p t t La La 0 lA N QQ 11 ffi n 2 2 ( 1.1 y.O U . - 0' W — z.z 0 0 0 0 n n 0 ui ( ) drawing no. W97 -31 (sheet 4 of 4 • 1975' 1265' 1100' 12b5' TYPICAL PANEL SECTION VARIOUS ANGLES 5' I/4' -20 X 5/4' 10-5 STAINLE55 STEEL KNURLED 51112 b V4' O.C. • • • • . . . • • • • • • • • • • • • STUDDED AtlC L:E • :: • • • ••• • • • • • • • • • ••• • • 2.065' L2&5' 2.000' 1.265' 123' 14.25' •• ••• • • • • • •• • • •• ••• •• • • • •• • ••• • • • • • • • • •• • • • •• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • ••• • • 2, 2' "h" HEADER 1515' X (.010 NALL) 1^IIH5NUT 2' L.C65 MAY rl-AJR.E OVT TO EASILY RECEIVE STORM "v" HEADER t' - 1 0 z D E • b/12/'lb 1/5 /cf b E z u1 � < in U 4 0 IL `u DI Q n T llon•olr .010 ALUMINUM STORM PANELS AL-L01' 9105-+ 14 COMPLIES Y 11THI SOUTH FLORIDA 9JILDIN5 COD"`' CHAPTER 25, SECTIONS 402.5 ADOPTION OF ASCE 1 -88, 25143 FAT&LP_ LOAD TESTNS, 2915 Iht'ACT 1 AND 1'114 S.B.C. DESIGN CRITERIA, HIND LOAD PL'R C.4-t 25 Or PRESSURE RF1Z11 R)- T CALCULATIONS MIST BE P tFOR}-PD PER ASCE 1 -85 '1'INIMJN DESIGN LOADS rcR BUILDINS A.'tD OTH`R STRL .TUR!'S' D TON - L./50 H12' MAX ( POSITIVE LOAD ) 5ENERAL NOTES: THIS ALLt-1IIU1 STORM PAN M.. 15 D'.161-1ED PCP. COASTAL 4 14:V?4 COASTAL ZO14P BUILDINSS. D7✓IbN PR 4... RAT16, rope D•51sH PRFut W�1 me CHART ON PA6A ►4 04 • • • • ••• • ••• PRODUCT RENEW ACCEPTANCE No. EXPIRATION DATE II LI 13y ALL AL1)MINl,-1 EXTRUSIONS TO BE ALLOY 6063 -T6 OR EOUA -. PROD CON1 tOL DIVISION BUILDING CODE COMPLIANCE OF! PRODUCT RENEWED as complying with the Florida Bukling Code Acceptance NoO L - OZ,11. (32- Expintnon 19teAucwC\ z rJO-! By nlS amlTfadc Product Control Division STORM PANES 54-LALL BE ALLOY .010 3105 -HI4 AL VM114U1'1 OR ECUAL SMOOTH OR El-1505600 Tt-e STORM PAN_L. 51-11TTfR MAY EE INSTALLED YERTICALL.Y OR. HORIZONTALLY, IN AGGORDANGE TO TF DETAILED '.f'LCIFIGATIONS 14E311 IMO' &E DISTANCE !f ECIFICATION TAT' P APPLIES TO FeAneR AND SILL APPLICATIONS ONLY. Or me SFLITTL'R 5Y5TL'M TO CONCRETE OR MA5O11ARY !HALL CONSIST OF 1/4' DIA. X 1 V4' NAIL -IN A ...HORS I/4' -20 MAC..HI1 SCR31 AND 1 'ANSIOH ANCHORS, 1/4' X 2 1/4' HISOt•F2Y SCREYV AW -HORS, 1/4' -20 X 1' 7771J55 MAD M CHIN° BOLTS, 1/4' -20 X 9/Ib' BRASS INSERT YUTH 1/4-20 X I' HAGHINt'- BOLTS, UBM, IN COMBINATION KITH V4' -20 MACHIFE SCREH5 MOTH 1/4-20 NITS AND HA5+4' 5. V4'-20 Y1f.Sl LRLD EVILS HJTS, KEYHOLE HASHERS AND K1IJRJSD STUDS. SPAGINS A5 IF4flICATT r ON THIS DRAP11146. ANCHORS SHALL PROVIDE A HIND OF 1 1/4' l:T BEDNENT INTO me MA50NARY. BRJCK A'p /OR COWRETE ANCHOR LJEN:6TH HAY VARY TO ACHIEVE T1! PROPER. EMBEDMENT. ANC140R &E TO HOOP CONSTRUCTION SHALL EE 1/4-20 X 9/16' THREADED BRASS HOOD IN5eRT KITH 1/4-20 X I' TRUSS WAD MACHINE BOLT OR ANY on DADE COUNTY APPROVED rAsT13RL'R ALTERNATIVE ANCHORS AID CO1�IT10NS ON SHEET NO. 2 4 5. EACH OPB41N6 SHALL. BEAR A PI R./-tANEM LABEL SHOH1/46 'DADE CO.INTY PRO7JCT APPROVED' LOCATED IN EACH HEADER. HARNINS TO Ok OR TENANT RT LOCATED IN 1- A1D!R. STATING '5TORM PAl•E S HILL NOT Orlm3q. FIARICA? E PROTECTION 'Acme. ALL L/4-2O 5TITCHINS REI1FORCIN5 15 PROPLERLY INSTALLED Pt. ftb POND VELOCITIES EX.C 15 .LIB' HAP:111NSS / LA9E15 M)ST ALSO eE PERi'1A EKTLY PRIKTT9 ON CAGH STORM PA15L_ P1 EKT r A5TET5"R CP''p14_°J!T 4 .4 44 BOLTS, TFRZE C.Ot4� OR 1-TAL S! " IME�L?9„ � Nt7? 1 M • 1.1)5T BE PROTECTED A6AI14`s1'c.�V•tgsl C F'11Ni. ANT, DANI.A6C AT ALL T1 .•• • • • •• •• •• APPROVED AS CO SOUTH FLORID • 5 i, 9 -E 154 TO•DAT • • • •• O1' • • . • ••• t- WITH TIIF CODE 19 PR00 &CO 1IROC DI VISION BUILDING CODE COMPLIANCE OFFICE • • e : • • • •ACCENF 11.6 • • • • • ••• • • • • • • • • • 4 •• � EX15T1F4S 695 • ANGLE TO HALL 1 9 V2' A.N{L E TO ?'ALL •• • 1/4' X 1 1/2' NAIL-1N N�K.HOR5 OR 1/4' X 2 1/4' IAASORRY `-CRE)5 AT 12' O.G. TOP AND IT 0.6. e 2TTOM. V4' X 1 1/2' NAIL-1N ANCHORS 1' O.G. 2 X 2 X V8' STUDD'IED ANS•LE PERMANENTLY Pt. d C I'. EXI5T1145 C.f35 WALL MOUNT SECTION EXISTIF45 HOOD STRLX-TUFM !MASS H001, L �� INSERT HIM V4-20 X 1' HACKIE DOLT 12' O.G. TOP AND 17' O.G. BOTTOM \ / GOFmlikUS 'h' hoarier 2 X 2 X 1/8' STVDDEP ANDLE ••• • • • • •- • • 1^ ALL MOUNT SE oA • i• •• • ••• • • PANEL TO ANSLE • • 13RA59 1^tOOD IRE )'OTH • V4-A7 X N • • MA•441k•D®LT : : • : 6 1 01. • • ••• • ••• • • • • • • • • • ••• • • • - • ••• • • • • • •• • • ••• • • • • • • • • • • • • • • • •. •• ••• • • V4' -20 )W•DNIT b /4' OG. PANEL TO A?4 f 1/4' -20 YUN6t' /T 6 1/4' 0 C. 1/4' X 2 1/4' MASONRY 5CFMA 5 12' O.G. CEILING /INSIDE MOUNT 2 X 2 X 1/8' AKSLE ( SILL ) 1/4' -20 YUN&AUT b V2' 0G. 1/4' X 2 1/4' 1-1ASO RY SGRENS 12' O.G. / GONTINJPJS 2X5 VD' A5LE MAXIMJM TOP AND BOTTOM. SE?' 512P 1 2014 GLASS •.7 •. - r 2 . BUILD OUT MOUNT CEILING /INSIDE MOUNT 1/4' X 1 1/2' NAIL -IN AFY.HORS 7' 0.C. OR EXPANSION A.F•.HORS rW4-2O X 1' TRUSS Ff=J.D CHI BOLTS 6' O r* 1/4' -20 MA.'.HIFL BOLT AJ.n WT 12' OG. MAX. PA.?EL FIT. • 101' SGFEDIJ_E MIN. 5I/2' I/4'-20 ) IRSTUT 6 1/2' 0G. 2X2X1/8'A45LE. V4' -20 MAGHIIE 130LT A..‘-0 NTT 12' 0(4 TYPICAL TOP t BOTTOM 1/4' X 1 1/2' NAIL -IN ANCHORS 7' 0G. OR EXPANSION ANCHORS H/1/4-20 X 1' TRUSS I-EAD MAGFIIbE BOLTS 6' OG. GOFtTINJOJS Ft°JrDLR Krni NAIL -IN A4GHORS 6' OG. MAX PANEL SPAN • 44'. 1/4-20 X 1' DR/YE-114 S1UDS YJr4JNSVT b 1/4' OG. 1/4' X 1 1/2' Is 1 5 1/2'y • C, � . �tl ONTTFUOl)f 2 X 5 X V8' /.)JSLE ' TO RECEIVE SILL ANSLE. ' ALL MOUNT SECTION DIRECT MOUNT PRODUCT RENEWED as compl ying with the Florida Buidiog Code Acceptance Nub Z - oru•o� Expiration Date By M . mf Dir ision PRODUCT RENEWED ACCEPTANCE No. 99- 0 51-I. EXPIRATION DATE. A PRODUd1 CONTROL DIVISION BUILDING CODE. COMPLIANCE OH10E GONTIEVOUS 2' X 2' x tie; SlLL • • ••• • • HUTH I /4' X 1 1/2' NAIL-1N A 4- )�' b �'.' : • • • • • ALK -IN MACHINE A. NC.HOR 1^1/ 1/4-20 X I' M1L HIFE S6RE_Y1 6' 0.6. C ALK -IN MACHINE SGRPJ"1 A.) Y...F10R 1-1/ 1/4-20 X I' A.G PJ"4 MHINE SGR 6' 06. e Produc Coo •• • • • •• ••• •• APPROVED AS . C• ' ING WITH THE • • �SOUEI•PLOR l . DING CODE // • • 1.)A11 A11 n % i 199_2 •• UT PRODUCE U N RROL DIVISION ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • BUILT IG•f9DE COMPLIANCE OFFICE • •• - %Lg[F AI4 NO.96 - f') - ')I I.OZ. • • • • • • • • • • • • ••• • • • ••• 5r37 2 J _I1Pnro of 4, .'• l�6E • IPISTM' E AND ANCHOR SPACINS VERSUS DES I6K t PRC AND PAW-L. HE I 61-1T WOOD APPLICATIONS • H • -, SGHEDULES 51.5 PSF 12 PSF c11.4 PSF POVRED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK POURM, CONCRETE CONCRETE BLOCK • �ta' . •, . •. A• TYPE ED. TENSILE SI-EAR TENSILE SFEAR TENSILE TENSILE Si TENSILE SHEAR TENSILE SHEAR 51 .AR v4' x I Lr2' NAIL -IN ANCHORS 2" -- •t" 1" NA • ••• •• • • .711 1" NA NA 1" 5 NA NA 3" 7" - 1" NA NA 7" - 1" NA NA 7" 7" NA NA :j. ., g .. 1/4' MI.5O' i SCR , 11n ANT 2'' 12" q" 11" qn 12" 7" q n 8" 10" 6„ 7" 6" . �i ►► It,- 3" 12" 12" 12" 11" 1 2 " 10" 10" II" 12" 8" S'' 8" 11111114 CALK -IN * v2' MACHINE SGREA Al-e....1-10R USB7 r'v1 S /4- c 20 MACH `C 2" 11" 12.. 9 " g " ({" 10" 1 " - 7 " 9 " 5 " 5 n 3 „ 1 2" 12" 1" II" II" 12" 8 Q " 8" I I " 6" - 1" • .. • ALSO KNOWN AS EXPANSION ANC.HO'R • . M/4 X 1' TRUSS HUD MAC.HtT-E BOLT. c • • r r • 4. • POR 191.5 P'SF DESIGN LOAD, SPACE ALL FCARDHARE AT 6' O.C. POR 200 PSF` DE516N LOAD, SPACE ALL I- iARDr•IARE AT 5' O.C. EXCEPT NAIL -INS TO BE SPACE 4 I,'4' O.G. POR 240 PSP Dfs516N LOAD, SPACE ALL f AT 5' O.C. EXCEPT NAIL - INS TO BE SPACE 4' O.C. • ALL HOOD FASTf ERS,:TD 41 -}'1I U D ISTANCE OF 2 1/2 ••••• ••••••• • • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • SGHED • ••• By • .• • • • PRODUCT RENEWED as complying with the Florida Braiding Code Acceptance No Expiration Date By Ali Di%islen EXP)3ipT1ON DATE • • • • • • • • • • ••••• • • • • • • • • • Z _. i ��rod PRODUCT RENEWED AICCEPTANCE No. C I l -0 - D 1 PRO CJ`rf ROL DIVISION BUILDING CODE COMPLIANCE OFFICE •• • • • • • ••• •• • • • OZ 007 • •APPROVED • • • •Dk • C , • • • PRODUCT C ■ C AS COMP SOUTH LORI // DABU /• • t 1ROL DIVISION WITH THE CODE pp� 193_i.o BUILDING CODE COMPLIANCE OFFICE • •; : :ACtEPT 6 - 031 I • 6 0 • • • • • •••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • r t<s £Ion•our 3 I WOOD APPLICATIONS TYPE DIA. TENSILE 5f-E.A.R. TENSI Si I' 11ttNI M► F V4-20 THREADED > HOOD INSERT YilTH V4-20 X MAC4-an BOLT. I /4' 12" 11" 12 „ 8 „ • • , ••••.•• • • • •• • •• • • •• • • ••• •• • • • •• r r • 4. • POR 191.5 P'SF DESIGN LOAD, SPACE ALL FCARDHARE AT 6' O.C. POR 200 PSF` DE516N LOAD, SPACE ALL I- iARDr•IARE AT 5' O.C. EXCEPT NAIL -INS TO BE SPACE 4 I,'4' O.G. POR 240 PSP Dfs516N LOAD, SPACE ALL f AT 5' O.C. EXCEPT NAIL - INS TO BE SPACE 4' O.C. • ALL HOOD FASTf ERS,:TD 41 -}'1I U D ISTANCE OF 2 1/2 ••••• ••••••• • • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • SGHED • ••• By • .• • • • PRODUCT RENEWED as complying with the Florida Braiding Code Acceptance No Expiration Date By Ali Di%islen EXP)3ipT1ON DATE • • • • • • • • • • ••••• • • • • • • • • • Z _. i ��rod PRODUCT RENEWED AICCEPTANCE No. C I l -0 - D 1 PRO CJ`rf ROL DIVISION BUILDING CODE COMPLIANCE OFFICE •• • • • • • ••• •• • • • OZ 007 • •APPROVED • • • •Dk • C , • • • PRODUCT C ■ C AS COMP SOUTH LORI // DABU /• • t 1ROL DIVISION WITH THE CODE pp� 193_i.o BUILDING CODE COMPLIANCE OFFICE • •; : :ACtEPT 6 - 031 I • 6 0 • • • • • •••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • r t<s £Ion•our 3 I PANEL fiEIGHT 0'-b5' 1 bb' - 102' I 102' - 132' MIN. D15TANGE BETNEE1-1 &LASS AND PANEL NALL MO.114T 3 1/2' ° 1/2' 3 1/2' INSIDE MOLII 3 1/2' 3 1/2' 3 1/2' BUILD OJT 3 1/2' 3 1/2' 3 1/2' DIRECT MOEIIST 3 1/2' 3 I/ : : : : : :I /2' • • • .t •• i U. r . • ■ t! r. I il[ �t. ti "Ft it 4 :.i r■ 1 • 111111111 111111111 111111111 f1 bo 70 e0 qo CORNER CONNECTION 100 DESIGN PRESSURE 110 36.00 51.00 - 72.00 �iI.44 120 PANEL SPAN IN INCA -ES • • • • • • • •• ••• •• • • • • HI NGMJT .� f. • }I • • • • • • • • • • • 4 I � • • • • • • • • • " 6ElERAL 140T SI •' • ' • • • ' • " ' ' ' • • 1: ,1 • • • • • • • • • • ) 14151 ANG+i01 11 5 tNTO )"17017, T}C . 4M7D MUST BC • .''' • 2 X 4 EI2UAI.. TO 2 501/Tta2N ram ' . 7: ' sTRIX'TURALLY rAn Pt re rJ PPWL '''1 ::0! . W /RELY ATTATG - 1 • 0 FT2 }1HS UC 97RTU E. • ,1 ;: • • • • • • • • • • • •• •• • • • •• •• 137.50 200.00 240.00 V4' X 20 KINSR T'S KITH 9TUDDl=D V4' -20 BOLTS •ANSLf5 MAY VARY IN SIZE 130 PANEL SPAN 131" 116" 110" 104" 8S" - 73" 66" V4' -20 YFINSINUT 1 (AS SHOP W REPTf2 TO SCE ?'OR MINIMA-1 DISTANGL9 HETY`L•.I1 &LASS AND PA} -EL, Ale SPAGINS FOR SPECIFIC ANcHoRs AK) ra:h6- DISTMC.E9 (ED) FOR `(1 ccIFIC ANGFk7R9. ADDITIONAL FIARD)^1 ,11111 t 111111 V4' -20 X 1' PAN OR TRUSS t-EAI I1111111tilttltt • 1/4' -20 X I O V4' -20 LOCK NJT O I /4' -20 NIT 12 1/4' -20 X 9/4' I/4' -20 KASFERED KRRIED STUD Y11N&NUT 1/b 0.D. 15-5 STAINS 5TT 1_. V4' -20 X 1' FLOOR PLl)S5 (SIDSALALK SOLT) 19 STAIR.--5 STEEL V4' ID. 9/4' OD. FAT KA-511ER K .SFlf:2 .�1 By 111i mi Dade Division PRODUCT RENEWED al complying with I be Floridi Raiding Code Acceptance No oz -o2U.• b Z E:pirat'ou Da to ruduct Co. rol v n • V4' -20 X1 SIDEYIALK BOLT 1/4' -20 X 1 912C1^iALK BOLT (A5 SHOi^{ Q ••• • n m • •• • • • � L VERTICAL ELEVATIONS PAFgS MAY ALSO BE USED HORIZONTALLY. 1 1- •r tv tV V4 -20 X 91DE•IALK BOLT EVERT 24' FAS SFi4Y*V •• ••• •• APPROVED AS INC WITH THE • SOU1H FINIS SING CODE • • • • • • • 1,1A - .�a� •J • 19 • • • • • • • • / • • • •81 L' •• PRODUC'CONIROL DIVISION • • • • • • • BUILDING GOBI C0h1PLIANCE OFFICE • • • • • • :•'ABCEg1As10E :10q6::) L e)2- e)2- . • • • • • • • • • • • • • • ••• • • • ••• JAPE 8UI REY1SIOUS 6/121'16 1/9/96 w t(` 0 1 4\ 5121 4 ■