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489 NE 101 St (15)DESIGN LOADS - PSF SOUTH r1D01A BLDG. CODS (1985) CHART TO USE STANDARD EXPOSURE COASTAL EXPOSURE ELEV. FT. ALL BLDGS. BLDGS S 60' BLDGS > 60' INTERIOR END INTERIOR END 0 - 5 242 24.6 28.6 26.4 41.8 I. 5 15 :. 29.7 302 35.1 32.4 51.3 15 - 25 36.3 374 42.9 39.6 62.7 25 - 35 40.7 41.4 481 44.4 70.3 35 - 55 45.1 451 55.3 49.2 773 55 - 75 50.6 - - 55.2 87.4 75 - 100 55.0 - - 60.0 95.0 100 - 150 60.5 - - 66.0 104.5 150 - 250 69.3 - - 75.6 119.7 ANCHOR CHART TO USE CONC. BLOCK WOOD A 5 2 - B 6 - - C 2 " 5 - D 5 E - - 6 0. 640 12.000 1.350 1.750 -• f- 1.750 ►i 4.250 _______ STAINLESS STEEL CUP BASE 2.750 1.750 -►^ -1.375 WALL MOUNT HEADER 6063 -T6 CEILING MOUNT HEADER 6063 -T6 0.187 x 2 ANCHORS - SEE WALL MOUNT DETAIL AT LEFT 0.062 FORMED ALUM. CHANNEL r -- 1" MAX. SEC S0EET 2 - foe ExVL6N10TION orE ZOIJES FOR ASCE 7 -88 WIND LOAD REQUIREMENT REFER TO SEPARATE TABLES ANCHOR 0= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR ©= #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE \Ye ENBL_DMENr ANCHOR © = 1/4" x 1 -1/4" HILT1 METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4" RAWL CALK -IN v1TOTAL GNC H02 EOCY INTO CONCRETE ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (5,') NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Z 0 F-4 r6 1+ O 013 a � 0 W • M ZwP)O �gQ 0 0_ 0 c0 c .o 44 L (i) csi _ O " W �- 2" MIN. a . 1 -1/4" MIN. WALL MOUNT ANCHORS - CHART 72 USE ANCHOR CONC. BLOCK WOOD 5 5 - A B C E 5 5 5 - - i 5 SEE NOTE #6 SEE NOTE # RETAINING CUPS 0 6" 0.C. POP RVET5 3/16" ALUM. W/ STEEL CONCRETE ANCHOR A B CHART 1 2 C 2 MANDREL 12" 0.C. UP TO 70 PSF LOAD 10" 0.C. ABOVE 70 PSF 1/2' 3" MAX. v r x 3 x .075 GALV. STEEL ANGLE USE CHART 3 FOR ANCHORS r x r x 1/8" ALUM. ANGLE 6063 -T6 USE CHART 4 FOR ANCHORS 1/4" RAWL CALK -IN (ANCHOR 0) PANEL / # TEKS 018" 0.C. ANCHORS SEE WALL MOUNT DETAIL AT LEFT GENERAL. NOTE$ 1, THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL. BLDG. CODE 1988 EDITION FOR DADE COUNTY, 1992 EDITION FOR BRCWARD COUNTY ALSO FOR WIND LOADS AS PER'ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, ORS ARE iN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL." LATEST EDITION. 3, ALUMINUM ALLOYS: ALL. EXTRUSIONS SHALL BE ALLOY 6063 -T6, PANELS SHALL BE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH = 40 KSI 4, STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS LISTED, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER 4L SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS. AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL 7. THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. B. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION 5 L /30 OR 2" 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 4 - See DWG, AFC 94 -0/ 1/4" STUD W/ WING NUT & WASHER 0 12" 0.C. 2" x 2" x 1/8" ALUM. ANGLE 6063 -T6 CONCRETE ANCHOR A B C D CHART 7 2 2 7 Via 2 9 1994 >- Z E._ H-- O U0 CC U N LiiJ-C �_ � � J O O _J 0 1D 0 N O ( ) r-. C O N 8) v 0 a U N N 0 8) 0 0 W Q • n 1 1' 3 1 draw ng no. 93 -51 (sheet 1 of 2 drawing no. 93 -51 sheet 2 oP Z MEIN ANCHOR SPACING CHART 1 CCA e0 90 100 SLAT SPAN - INCHES ANCHOR SPACING CHART S 60 70 80 90 100 SLAT SPAN - INCHES 110 L9 230 1 10 12 9 -92 120 120 ry 6a '9 #NCCR 3PACF 1 111111.11M11111 'MEM= m ANCHOR SPACING CHARx.2 ace-, 6 a 70 80 90 100 SLAT SPAN - INCHES 70 e0 90 100 SLAT SPAN - INCHES R■I%D 12 110 ANCHCR SPACING CHART 6 XWCe -2 FIGURE A CLASS 1 BUILDINGS BUILDINGS 'NTH MEAN ROOF HEIGHT LESS TYNI OR EQUAL TO 60 FT. E - 206 OF MINIMUM WIDTH OR 0.88, WHCHEVER 0 SMALLER, BUT NOT LESS THAN 86 OF MINIMUM WIDTH OR 6 FT., RESPECTIVELY. FIGURES A & 3 SOUTH FLORIDA BUILDING CODE LEGEND E = END ZONE I = INTERIOR ZONE h = MEAN ROOF HEIGHT WALL ELEVATION FIGURE a DUGS 2 BUILDINGS BUILDINGS 'NTH MEAN ROOF HEIGHT GREATER THAI/ 60 R. E - 106 OF MINIMUM 'WIDTH OR 506 OF MEAN HEIGHT, h, WHICHEVER 0 SMALLER. ROOF PLAN 110 120 120 NOTES: 0 3 m' N 2) 8 N 6a 12" TNR 4 - ANCHOR SPACING CHART 3 xFCO -1 J 2' " ANCHOR $ 7 ACE 70 90 90 100 SLAT SPAN - INCHES 110 ANCIHGR SPACING CHART 7 xFC0 -1 70 ea 90 100 SLAT SPAN - INCHES ANCHORS: ANCHOR A : 1/4" TAPCON, 1 -1/2" EMBEDMENT TO CONCRETE 110 S: ANY SHUTTER INSTALLATION MUST COMPLY. WITH THE 141ND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. 2 USE PANEL PERFORMANCE GRAPH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. 120 120 31 USE CHARTS 1 THRU 7 FOR ANCHOR REDUIREMENTS OND HEODE2/5IL1 5T4E55 LIN:TATION) OF LOAD /SP + C0)i INATION5 4: THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS IMPOSED BY THE SHUTTER SYSTEM. N 1 -1/4" EMBEDMENT TO BLOCK ANCHOR 8 : 1114 SMS W /RAWL SCRU -LEAD SHIELD INTO CONCRETE 1 /t' EmBEDMEMr ANCHOR C : 1/4" ■ 1 -1/4" HILTI METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR D s 1/4" RAWL CALK -IN INTO CONCRETE I TOTAL 14CH0E BODY I1)TO Co4C2ErC ANCHOR E : 1114 SMS INTO WOOD, 1 -1/2" MINIMUM EMBEDMENT 56. •.43 eg 2' m m m M 60 nuommms 60 70 e0 90 180 SLAT SPAN - INCHES ANCHOR SPACING CHART 4 XFCO -2 a CHC• S'ACE 110 120 PANEL PERFORMANCE CHART 9N ILLPAN MAXIMUM PANEL LOADS VS. SPANS x036 S EEL 70 80 90 100 PANEL SPAN - INCHES 110 120 MAR Z y 1994 DESIGN LOADS - P5? SOUTH PDOBDL BLDG. CODS (lose; . STANDARD EXPOSURE COASTAL EXPOSURE ELEV. FT. ALL BLDGS. BLDGS f 60' BLDGS > 60' INTERIOR END INTERIDRI END 26.4 41.8 0 - 5 24.2 24.6 28.6 5 - 15 29.7 30.2 35.1 32.4 51.3 15 - 25 36.3 37.0 42.9 39.6 62.7 25 - 35 40.7 41.4 48.1 44,4 70.3 35 - 55 45.1 45.9 55.3 492 77.9 55 - 75 50.6 - - 55.2 87.4 75 - 100 55.0 - - 60.0 95.0 100 - 150 60.5 - - 66.0 104.5 150 - 256 69.3 - - 75.6 119.7 2.312 1.500 WALL HEADER #1 6063 -T6 - 0.750 WALL SILL 6063 -T6 3.138 3.000 0.400 - h•-- L 0.250 0.056 BOTTOM RAIN GUARD 6063 -T5 BLADE 6063 -T6 END BLADE 6063 -T5 2.218 0.062 TYP 1.912 SOFFIT HEADER #2 6063 -T6 2x2x1/8' 2x3x1/8" 2x4x1/8" OR 2- 1/4x5- 1/41/8" WALL MOUNT ANGLES ' 6063 -T5 0.250 u l, 2.000 -1 0.062 TYP r - 0.625 2.802 TOP RAIN GUARD 6063 -T5 1.562 0.500 1.562 2.218 0.062 TYP 3.138 FLOOR SILL 6063 -T6 1.612 0.062 TYP 3.012 ADJUSTABLE SILL BOTTOM ADAPTER 6063 -T6 n 1.047 T T 1.125 f- 1.131 0.744 2.000 - ` 3.907 OFFSET HEADER #3 6063 -T6 ANCHOR AO = 1/4" TAPCON 1 -1/4 CONCRETE " EMBEDMENT TO BLOCK ANCHOR BO= #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2" EMBEDMENT. ANCHOR CI= 1/4" x 1 -1/4" HILT1 METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4" RAWL CALK -IN , TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2 MIN. EMBEDMENT (S.G.= 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) N .0 70 FOR ASCE 7 -88 WIND LOAD REQUIREMENTS REFER TO SEPARATE TABLES SLAT ALLOY • 6063-Tb MAX. DEFL. • L/30 OR 2 tr,, WILLARD WILLFOLO N 00 1.876 - 1.281 0.094 0.062 SLAT PERFORMANCE CHART 90 100 110 120 130 SLAT SPAN - INCHES 140 150 3.406 FEMALE CENTER MATE 6063 -T6 3.281 MALE CENTER MATE 6063 -T6 GENERAL NOTES 1. 11H15 STRUCTURE 5 DESIGNED AS PER THE SOUTH FL. BLDG. CODE 1988 EDITION FOR DADE COUNTY, 1992 EDITION FOR BROWARD COUNTY 0t ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS.(p CG 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, & SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE OF ALLOYS SHOWN IN DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS LISTED BELOW, SPACED AS PER CHARTS AS a 0 U - 9 x ' m SHOWN 11\A o e 3v SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. THE DESIGN AT A GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8, DESIGN CRITERIA: MAX DEFLECTION S L /30 OR 2" 9, OR LOADING THESE DETAILS ARET CONDITIONS TO BE OTHER ENGINEERED GINEEREDSEPARATELY. FIGURE A CLASS 1 BUILDINGS BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN OR EQUAL. TO 60 FT. 207. OF MINIMUM WIDTH OR 0.8h, WHICHEVER IS SMALLER, BUT NOT LESS THAN 87 OF MINIMUM WIDTH OR 6 FT., RESPECTIVELY. FIGURES A & B SOUTH FLORIDA BUILDING CODE LEGEND E = END ZONE I = INTERIOR ZONE h = MEAN ROOF HEIGHT NOTES: USE SLAT GRAPH TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE CHARTS 1 THRU 8 ON SHEET 3 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. 0 0 • W 4 4 o 0 ■ J J 3 O- J !?J O Z 0 z W 3 JJ Q L a 2 a m a m WALL ELEVATION .IF ROOF PLAN FIGURE @ CLASS 2 BUILDINGS ' BUILDINGS WITH MEAN ROOF HEIGHT GREATER THAN 60 FT. 10% OF MINIMUM WIDTH OR 509E OF MEAN HEIGHT, h, WHICHEVER IS SMALLER. if) c 0 O1 8> i 3 1 ( 0 0. 0 N G> 0 V 0 ra Q -• C T7 C 1 1 drawing, no, ' 93.47 / sheet 1 of 3 OPTIONAL RAIN GUARD D CONCRETE ANCHOR CHART A 3 B 1 2 D 3 ANCHORS 1x1x1/16" 1x2x1/2" 2x2x1 /8" 2x3x1/8" OR 2- 1/4x5 - 1/4x1/5" ADJUSTABLE ANGLES (6063 -T5) A B C SECTION A —A - ANCHORS 1 1 1. SLAT SPAN CIZr 2.06" MAX WALL MOUNT DETAILS C B A TYPICAL ELEVAT CONCRETE ANCHOR CHART A 5 B 1 C 2 ON D OPTIONAL RAIN GUARD 3/16" ALUM. POP RIVETS W /STEEL MANDREL 0 18" 0.C. 1/B" ALUM. POP RIVETS 0 24: 0.C. SLAT SPAN ANCHOR CALC. REQ'D FOR UPTURNED ANGLES I NOTE: LIMIT THIS APPLICATION AS FOLLOWS SLAT SPAN 72" 84" 96" 108" 120" P -MAX 68 PSF 58 PSF 51 PSF 45 PSF 41 PSF ANCHORS (A,B,C OR E) 24" 0.C. 1x2x1/16" ALUM. ANGLE (6063 -T5) 1 -1 /2" MIN. 1 -1/2" MIN. SECTION B —B 2x2x1/8" ALUM ANGLE 2x3x1 2- 1/4x5 - 1/4x1/8"/ SAME ANGLES AS ABOVE 1/4 "- 20x1/2" S.S. R.H. M.S Sc HEX NUT 0 12" 0.C. SLAT SPAN 1/4 "- 20x1/2" S.S. R.H. M.S. OR 1/8" POR RIVETS SECTION. C-C ANCHORS 0 18" 0.C. SEE CHART ABOVE SLAT SPAN - ANCHORS 1 1/4" MIN. • NOTE: TO SPANS INSTALLATION OF 76" AND LOADS OF 67 PSF- DESIGN CONDITIONS EXCEEDING THESE LIMITS TO BE ENGINEERED SEPARATELY. ALTERNATE WALL SILL 0 U --O N z S J o � J 0 J Z 0 L U J J U L H 5 1 ? 4 m i NOTE: ANCHOR EMBEDMENT TO BE BEYOND STUCCO OR WALL DRESSING ANCHORS 0 18" 0.C. (4,3,0 OR E) ANCHORS 24" 0.C. (A.B,C OR E) WALL MOUNT DETAIL 5 1/2" 1 P SECTION D —D SOLID 1/2" DIA. ALUM. LOCKING ROD 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/8" POP RIVETS 0 24" 0.C. 1/4 " -20 S.S. THUMB SCREW TYP. CORNER DETAIL ANCHORS 24" 0.C. (A,B,C OR E) 2x3x.125" OR 1 x2x.125" ALUM. ANGLE TOP & BOTTOM 3/4" x3/4"x1/16" ANGLE (6063 -T5) 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/B" ALUM. POP RIVETS 0 24" 0.C. 1/5" POP RIVt1 3 /ANGLE ANCHORS (A,B OR C) 2 /ANGLE MAR W 9 R '99 0 . C 0 0, 0 (1) 0 0 'O • 0 r-. 1 5 1 ( ) drawing, .,,(10. 93 =-47 sheet 2of 3 CHART TO USE ANCHOR CONC. BLOCK WOOD A 6 1 - 8 7 - - C 7 8 - E - - 7 OPTIONAL RAIN GUARD D CONCRETE ANCHOR CHART A 3 B 1 2 D 3 ANCHORS 1x1x1/16" 1x2x1/2" 2x2x1 /8" 2x3x1/8" OR 2- 1/4x5 - 1/4x1/5" ADJUSTABLE ANGLES (6063 -T5) A B C SECTION A —A - ANCHORS 1 1 1. SLAT SPAN CIZr 2.06" MAX WALL MOUNT DETAILS C B A TYPICAL ELEVAT CONCRETE ANCHOR CHART A 5 B 1 C 2 ON D OPTIONAL RAIN GUARD 3/16" ALUM. POP RIVETS W /STEEL MANDREL 0 18" 0.C. 1/B" ALUM. POP RIVETS 0 24: 0.C. SLAT SPAN ANCHOR CALC. REQ'D FOR UPTURNED ANGLES I NOTE: LIMIT THIS APPLICATION AS FOLLOWS SLAT SPAN 72" 84" 96" 108" 120" P -MAX 68 PSF 58 PSF 51 PSF 45 PSF 41 PSF ANCHORS (A,B,C OR E) 24" 0.C. 1x2x1/16" ALUM. ANGLE (6063 -T5) 1 -1 /2" MIN. 1 -1/2" MIN. SECTION B —B 2x2x1/8" ALUM ANGLE 2x3x1 2- 1/4x5 - 1/4x1/8"/ SAME ANGLES AS ABOVE 1/4 "- 20x1/2" S.S. R.H. M.S Sc HEX NUT 0 12" 0.C. SLAT SPAN 1/4 "- 20x1/2" S.S. R.H. M.S. OR 1/8" POR RIVETS SECTION. C-C ANCHORS 0 18" 0.C. SEE CHART ABOVE SLAT SPAN - ANCHORS 1 1/4" MIN. • NOTE: TO SPANS INSTALLATION OF 76" AND LOADS OF 67 PSF- DESIGN CONDITIONS EXCEEDING THESE LIMITS TO BE ENGINEERED SEPARATELY. ALTERNATE WALL SILL 0 U --O N z S J o � J 0 J Z 0 L U J J U L H 5 1 ? 4 m i NOTE: ANCHOR EMBEDMENT TO BE BEYOND STUCCO OR WALL DRESSING ANCHORS 0 18" 0.C. (4,3,0 OR E) ANCHORS 24" 0.C. (A.B,C OR E) WALL MOUNT DETAIL 5 1/2" 1 P SECTION D —D SOLID 1/2" DIA. ALUM. LOCKING ROD 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/8" POP RIVETS 0 24" 0.C. 1/4 " -20 S.S. THUMB SCREW TYP. CORNER DETAIL ANCHORS 24" 0.C. (A,B,C OR E) 2x3x.125" OR 1 x2x.125" ALUM. ANGLE TOP & BOTTOM 3/4" x3/4"x1/16" ANGLE (6063 -T5) 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/B" ALUM. POP RIVETS 0 24" 0.C. 1/5" POP RIVt1 3 /ANGLE ANCHORS (A,B OR C) 2 /ANGLE MAR W 9 R '99 0 . C 0 0, 0 (1) 0 0 'O • 0 r-. 1 5 1 ( ) drawing, .,,(10. 93 =-47 sheet 2of 3 CHART TO USE ANCHOR CONC. BLOCK WOOD A 4 7 - B 5 - - C 8 6 - E 5 - 5 OPTIONAL RAIN GUARD D CONCRETE ANCHOR CHART A 3 B 1 2 D 3 ANCHORS 1x1x1/16" 1x2x1/2" 2x2x1 /8" 2x3x1/8" OR 2- 1/4x5 - 1/4x1/5" ADJUSTABLE ANGLES (6063 -T5) A B C SECTION A —A - ANCHORS 1 1 1. SLAT SPAN CIZr 2.06" MAX WALL MOUNT DETAILS C B A TYPICAL ELEVAT CONCRETE ANCHOR CHART A 5 B 1 C 2 ON D OPTIONAL RAIN GUARD 3/16" ALUM. POP RIVETS W /STEEL MANDREL 0 18" 0.C. 1/B" ALUM. POP RIVETS 0 24: 0.C. SLAT SPAN ANCHOR CALC. REQ'D FOR UPTURNED ANGLES I NOTE: LIMIT THIS APPLICATION AS FOLLOWS SLAT SPAN 72" 84" 96" 108" 120" P -MAX 68 PSF 58 PSF 51 PSF 45 PSF 41 PSF ANCHORS (A,B,C OR E) 24" 0.C. 1x2x1/16" ALUM. ANGLE (6063 -T5) 1 -1 /2" MIN. 1 -1/2" MIN. SECTION B —B 2x2x1/8" ALUM ANGLE 2x3x1 2- 1/4x5 - 1/4x1/8"/ SAME ANGLES AS ABOVE 1/4 "- 20x1/2" S.S. R.H. M.S Sc HEX NUT 0 12" 0.C. SLAT SPAN 1/4 "- 20x1/2" S.S. R.H. M.S. OR 1/8" POR RIVETS SECTION. C-C ANCHORS 0 18" 0.C. SEE CHART ABOVE SLAT SPAN - ANCHORS 1 1/4" MIN. • NOTE: TO SPANS INSTALLATION OF 76" AND LOADS OF 67 PSF- DESIGN CONDITIONS EXCEEDING THESE LIMITS TO BE ENGINEERED SEPARATELY. ALTERNATE WALL SILL 0 U --O N z S J o � J 0 J Z 0 L U J J U L H 5 1 ? 4 m i NOTE: ANCHOR EMBEDMENT TO BE BEYOND STUCCO OR WALL DRESSING ANCHORS 0 18" 0.C. (4,3,0 OR E) ANCHORS 24" 0.C. (A.B,C OR E) WALL MOUNT DETAIL 5 1/2" 1 P SECTION D —D SOLID 1/2" DIA. ALUM. LOCKING ROD 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/8" POP RIVETS 0 24" 0.C. 1/4 " -20 S.S. THUMB SCREW TYP. CORNER DETAIL ANCHORS 24" 0.C. (A,B,C OR E) 2x3x.125" OR 1 x2x.125" ALUM. ANGLE TOP & BOTTOM 3/4" x3/4"x1/16" ANGLE (6063 -T5) 3x3x.090" OR 2x2x.125" TUBE (6063 -T5) 1/B" ALUM. POP RIVETS 0 24" 0.C. 1/5" POP RIVt1 3 /ANGLE ANCHORS (A,B OR C) 2 /ANGLE MAR W 9 R '99 0 . C 0 0, 0 (1) 0 0 'O • 0 r-. 1 5 1 ( ) drawing, .,,(10. 93 =-47 sheet 2of 3 MEMO' MI 1110 .4111 11011.111 ppl il MEMMINEMMORMAIMMI MI WAMMOVAMOMOIMMMOMM no ommummommgmal no mommiummommom mm minummummummum mom mommummommomm imi mommommommummomm m B m DESIGN LOAD - PSF 30 40 60 60 70 80 90 100 110 120 130 140 • J m 03 J 0l DESIGN LOAO - PSF 30 40 50 60 70 - 80 90 10 110 120 130 140 ....... ,.�4,. I MOOMMEMEMEMOMM ....%Cu.I.�% .i ...I/.mmommiI. ■. I .Ei Li/ /' Ie■v®. .. /I.viii/ ■ /II.►/ ■.%■..I 11111 Ile' '..//...% U II I.. III.C... . .., i � . . A.,■ ESEM=.■■.■ ARP 11/011121110011 14 :CC C A 0) u 0' • DESIGN LOAD - PSF 30 40 50 60 70 80 90 100110 120 130 140 DESIGN LOAD - PSF 38 40 50 60 70 80 90 100 110 120 130 140 J DATE BY 03 0a m UI m B P al 01 B DESIGN LOAD - PSF - 30 40 50 60 70 80 90 100 110 120 130 140 m c N A D S DESIGN LOAD - PSF • .30 40 60 60 70 80 90 100 110 120 130 140 J DESIGN LOAD - PSF 30 40 50 60 70 80 90 100 110 120 130 140 J DESIGN LOAD - PSF 30 40 50 60 70 80 90 100 110 120 130 140 J 40 r 0 U1 i r N -1 A 9 Ul APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 194 414u 0. K PROD 1 CONTROL DIVISIO BUILDING C:A. COMPLIANCE OFFICE ACCEPTANCE NO. q ' 5 . - 0 ( 0 3 : 0 • 0 . 5 O dot.: 10 -06-93) scale` F1A1 design by: ) dmvm by: cR d,.ck.d by: (r ) no date It -ie -93 by 4.F description 4a..nq L (7 eari3G0 ACCORDION SHUTTER DETAILS WILLARD SHUTTER COMPANY 4420 N.W. 35th COURT MIAMI, FL 33142 (305) 633 -0162 U AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 PHONE: (305) 264 -8100 a f c ■ \\ opt . 0;1 e441-ro r .,_.. G) 11) 4. 0 0 -•o t {A.rr11 L - -- 4 1 fbaqitS J • r ,•1 % r ,,� � � 1,0ov ' 4' r __ h ,.t -4, .v • cr - rpd --ev tin] r r� . ..t . > -i.�• ( ---yb • v4 inVIA / '. 4/2 — w- ..— ...�...t._�•w tot.. wanotomo S 3 ,fir' w t `f �,• er'''r r I Jtrl op:Alit-11 . • i f 110 - 1 41 r . 6* ')) d lrl • 4 emet2 r l+s Hire P p 16 Aull-1 „NtArl itlee49 vti o E -` e-:;, ic: f* ril: .Wl eor4 rC j 1 . -, r . X1 }. I r - ,Yea.` r44 114 t p -= HAiro, .-'0 Ia ee e0. T41 M 1 *(101 V '?i -• 'R.' *b. 4 ! ✓ • 41,4a j"jr *V.* W‘o)(e., 1,4 fILL • 5:4i-,r. t-=)re e. -- 4 ' >: I r . tit. ��•�.� lay ,X t.L.Sf •■ u ,611. tiOtt ti Lv r 'L1- 1" k t appela"rs . ta ' be 3344 nspestia tf o0hei eu `b: i1t311 + tr3.Au.tos " 044c6uat pf 400') ou tiis ger 1400 P .tt .Qua. , 1:8U t#ork to, be done :.. r"Otri tI3' 4,QUI t FLQLU . 1.Cont aOtoc. to Yecify aIcU conditions, add : 4 013 4*i 10 a`ny #i s dis.tovered, bef ore. a ,th4 work involved. �A1t aan;ret a slabs .o 4 "111131' with CO Sx4/ othervt.se..aot04 p'±t -4 ;4 eA/ta - -ry.., ..r s« ay.. rF;. rrow• •s. >n.rK.s..++rmFY'as.:sam�^y.. ww >e...a.r . Nvr"� ; r. at.,sr. dr+ 14j 4,�4 G '� ; 1 � -�I ei•ovo iv !4. 404 rock upon visual, ndiktocts are found 400$ult re preceedin, cork. 3qua.r0 toot. eiit *e $tc403 h in T$ d aya. l stiOrdance 08 a. tLtif rc al`t dimensions devil rtotify the cre ►anctea are ru'c4et #iod 4;ttt WiuUd to be tq urtiaaa e 4 over a waterproof a-. Oat r.ata t.eiaiotttkapt ste'ar tG aonforrn vith AS/3 AbUS specs. for - Oaf4.rioed Staled Steel Grade 60. Stirrup* 4 .nd ties to be.dpade 40. J►.Coac;rate tti;be poured the ground to have a ,sin. of 2,080 p. s. l,. after • a$ Jays. Concrete` to be poured on forms to ItaVa *'_ :stn. of 3,000 p. s. t. after' 24 daiys, unless Otherwise doted. biFoundations desi4aed for a soil beari3S� capacity of 1,0 p.i.f.. Architect 3h.ti be notified if any other condition:' are found for possible` fOuridatton redes#,tn. 0 ■J � J t 0 cn VJ n3 co .fG od (1) 0.5 t... W of dellalawasommosaaawamallargailmagaiamasilea e f►01tid 48(11 E,._IC for A u t�. S. h!t1C _CO j © T I A ? 3 a 4 < g T V& ) 2t /fT § { a \f (N# \ T ?\ »!N� y P41, Of 1X STI 91 4i a : Otv da ix9#¥■�k lQ242IA @ ®� HEAD/SILL CORNERS 1/8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 12" MAX TYP AT HEAD /SILL 0 t 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 110 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL z_ 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 144" MAX. FRAME WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8' HEAT STREN'D CLASS .070 INTERLAYER FILM SAFGLAS 1 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z a n GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOL REQUIRED w 1- CO N SURFACE APPUED FALSE MUNTINS MAY BE USED N N In 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/16" HEAT STREN'D GLASS 1/2" OVERALL LAN. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 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. YE -833 YE -835 Env: DR. hU MAYOUN FWROOQ STRUCTURES FLA. PE 1 16557 DEC 1 1 1001 z w 0 rn �D 0 M ) w (1) c 0 0 U w 0 00 w uJ w N (0 U z ) r-, 0 ' v c 0 a 0 v T 0 s c z z 3 0 0 U 0 U 0 a 0 0 APPROVED AS COMPLYING ■MTH 11F SOUTH FLORIDA BUILDING CODE DnTE_LT 00 Z f)1' PODUCT CONTROL DIVISION t3UILDING CODE COMPLIANCE OFFIC E drawing no. ACCEPTANCE NO. 01 - 10Ib, 03 WO 1 —64 n C ) (sheet 1 of 5 JAMB CORNERS ij I / II � I I I I II II II it II II li I I II 11 11 II I II II 11 7 IS Sl -_ -_�; p ` II 11 ii 11 it I. II it 1 II It 11 11 II 1 1 I! I \ \ / LEAF HEIGHT 83" MAX. �1 �J II II II 11 1- 11 - _�,� � 11 11 / / \ r \ II i ii \ _— cx \ \ / W `I / \ If 1t \ /I1 11 / II II \ II II D.L OPG. I I I 1 • \ Go \\ I I I I I 1 I HEAD/SILL CORNERS 1/8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 12" MAX TYP AT HEAD /SILL 0 t 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 110 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL z_ 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 144" MAX. FRAME WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8' HEAT STREN'D CLASS .070 INTERLAYER FILM SAFGLAS 1 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z a n GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOL REQUIRED w 1- CO N SURFACE APPUED FALSE MUNTINS MAY BE USED N N In 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/16" HEAT STREN'D GLASS 1/2" OVERALL LAN. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 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. YE -833 YE -835 Env: DR. hU MAYOUN FWROOQ STRUCTURES FLA. PE 1 16557 DEC 1 1 1001 z w 0 rn �D 0 M ) w (1) c 0 0 U w 0 00 w uJ w N (0 U z ) r-, 0 ' v c 0 a 0 v T 0 s c z z 3 0 0 U 0 U 0 a 0 0 APPROVED AS COMPLYING ■MTH 11F SOUTH FLORIDA BUILDING CODE DnTE_LT 00 Z f)1' PODUCT CONTROL DIVISION t3UILDING CODE COMPLIANCE OFFIC E drawing no. ACCEPTANCE NO. 01 - 10Ib, 03 WO 1 —64 n C ) (sheet 1 of 5 JAMB CORNERS ij I / II � I I I I II II II it II II li I I II 11 11 II I II II 11 7 IS Sl -_ -_�; p ` II 11 ii 11 it I. II it 1 II It 11 11 II 1 1 I! HEAD/SILL CORNERS 1/8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 12" MAX TYP AT HEAD /SILL 0 t 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 110 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL z_ 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 144" MAX. FRAME WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8' HEAT STREN'D CLASS .070 INTERLAYER FILM SAFGLAS 1 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z a n GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOL REQUIRED w 1- CO N SURFACE APPUED FALSE MUNTINS MAY BE USED N N In 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/16" HEAT STREN'D GLASS 1/2" OVERALL LAN. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 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. YE -833 YE -835 Env: DR. hU MAYOUN FWROOQ STRUCTURES FLA. PE 1 16557 DEC 1 1 1001 z w 0 rn �D 0 M ) w (1) c 0 0 U w 0 00 w uJ w N (0 U z ) r-, 0 ' v c 0 a 0 v T 0 s c z z 3 0 0 U 0 U 0 a 0 0 APPROVED AS COMPLYING ■MTH 11F SOUTH FLORIDA BUILDING CODE DnTE_LT 00 Z f)1' PODUCT CONTROL DIVISION t3UILDING CODE COMPLIANCE OFFIC E drawing no. ACCEPTANCE NO. 01 - 10Ib, 03 WO 1 —64 n C ) (sheet 1 of 5 JAMB CORNERS 4 i ti `I HEAD/SILL CORNERS 1/8" ANNEALED GLASS (EXTERIOR) .090 INTERLAYER FILM SAFLEX /KEEPSAFE MAXIMUM 1/8" HEAT STREN'D CLASS (INTERIOR) 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 12" MAX TYP AT HEAD /SILL 0 t 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 110 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL z_ 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH 144" MAX. FRAME WIDTH TYPICAL ELEVATION ( OXXO ) TESTED UNIT 1/8' HEAT STREN'D CLASS .070 INTERLAYER FILM SAFGLAS 1 1/8" HEAT STREN'D GLASS 5/16" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' z a n GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOL REQUIRED w 1- CO N SURFACE APPUED FALSE MUNTINS MAY BE USED N N In 3/16" HEAT STREN'D GLASS .130 INTERLAYER FILM GLASSLAM 3/16" HEAT STREN'D GLASS 1/2" OVERALL LAN. GLASS LAMINATED BY 'UNITED GLASS LAMINATING' GLAZING ADAPTER OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 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. YE -833 YE -835 Env: DR. hU MAYOUN FWROOQ STRUCTURES FLA. PE 1 16557 DEC 1 1 1001 z w 0 rn �D 0 M ) w (1) c 0 0 U w 0 00 w uJ w N (0 U z ) r-, 0 ' v c 0 a 0 v T 0 s c z z 3 0 0 U 0 U 0 a 0 0 APPROVED AS COMPLYING ■MTH 11F SOUTH FLORIDA BUILDING CODE DnTE_LT 00 Z f)1' PODUCT CONTROL DIVISION t3UILDING CODE COMPLIANCE OFFIC E drawing no. ACCEPTANCE NO. 01 - 10Ib, 03 WO 1 —64 n C ) (sheet 1 of 5 JAMB CORNERS TYPICAL ANCHORS SEE ELEV. FOR SPACING -WOOD BUCK X10 X 3/4" PH SMS AT 4 -3/4" FROM ENDS AND 14' 0.C. MAX. SIUCONE ,. CONCRETE SIUCONE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCK w X u a Q d • = N a. S a N TYPICAL ANCHORS SEE ELEV. FOR SPACING MASONRY OR .CONCRETE TYPICAL ANCHORS SEE ELEV. FOR SPACING Q 2 WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY 1/4" TFKS OR SFI F DRII 1 ING SCREW$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 414 $M$ OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 - 5/8" FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: STANDARD STEEL DEAD BOLT LOCK BY KWIKSET /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Engr: DR. HUTAAYOUN FAR000 STRUCTURES FLA_ PE / 16557 DEC 1 1 2001 V) w La w 0 0 U 0 CO rfT..:'C% A; COMPLYING V.M 1T14_. I FLC'iC! @Ui1DING GORE CO `1E Cc'.•'.ii ;.NC` UFFIC � N 3 01 : -10 1 6.03 Z 00 O ° r4 o % O M O a G4 1 O v1 o Z „ 9 QZ > o g I .L v ° ' 6 N d w `-. H N w LJ w c 0 n 0 U Z � • o U N I LL V) • O • O to ro Z N. I IX Li_ 03 1 1 Q (DD 2 r 0 0, u .l� v 0 v 0 drawing no. W01 -64 (sheet 2 of 5 . °1 0 10 DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS N :T °o N 7 ---11 00 L YE -8328 ITEM # I PART # REQD. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 YE -8328 1 DOOR FRAME HEAD 6063 -T5 - 2 YE -809 AS REQD. SIDEUTE FRAME 6063 -T5 - 3 YE -810 1 THRESHOLD 6063 -T5 - 4 YE -808 AS READ. SIDEUTE - MULUON 6063 -T5 - 5 YE -811 AS REQD. FRAME JAMB 6063 -T5 - 6 YE -801 2/ LEAF DOOR LEAF SILL & HEAD 6063 -T5 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -T5 - 9 YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE -816 AS REQD. COVER PLATE 6063 -T5 - 11 - - - - - 12 YE-824B 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6063 -T5 - 14 YE -833 AS REQD. INTERIOR GLAZING LEG 6063 -T5 - 15 - - - - - 16 YE -602 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 Y1-1 -622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 18 - - - - - 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -610 AS REQD. FLUSH BOLT BY DELTA IND. ZINC DIECAST 21 - 3/ LEAF BUTT HINGES, AT 10 -5/8" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -DE ROD 6063 -T5 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 - 1/ LOCK ST. REINFORCING TUBE, FULL LENGTH OF PANEL ALUMINUM 1 -1/2" X 3" X 1/8" 4.000 .110 F 1.500 ,O r 1.812 L .535 1.490 Q2 SIDELITE FRAME 1-0-1.594 � 1 .152 .470 -� 3349 062 -1.494 SNAP CAP 1.750 .632 ® TOP /BOTTOM RAIL `1 THRESHOLD 4.280 (D HINGE STILE - .078 .703 2.115 - .110 4.249 .500 1 078 4.000 4.158 1-.078 4.158 ` -.078 Fil 1.8 L 4.290 O LOCK STILE .625 I .663 2.116 1.314 .062 12 ,401 GLAZING CHANNEL r .--- 2.281 T 1 4.156 L. -.078 - -1.656 ---i CO SIDE LITE JAMB .125 1.718 4.000 .450 YH- 652/653 DOOR FRAME HEAD bl n HINGE .973 .050 13 EXT. GLAZING LEG 1.568 .535 } x.513 .513 - 4 1.217 .653 4.000 (5) #10-24 X 1/2" FH MS STAINLESS STEEL (THREAD CUTTING) 22 PRESSURE PLATE 1.514 2.125 L 1.500 - DOOR FRAME JAMB .250 .973 --8+ 050 1.087 I- INT. GLAZING LEG 1.365 I .750 Env: DR. HUN.AYOUN FAR000 STRUCTURES FLA. PE j 16537 �f DEC 1 1 2001 Or :!1:PLY1tlGVIM11it, 91-10(6, % 1- w N O 0 U w CO w w V') U Z � co o O U N 8 LL. N O 0 tn Z � rn 0 1- O 3 = QQ tJ ›" (0 = 0 0 i n CO 0 0 0 N U c 0 N o c 0 N u 3 n 0 k v � c drawing no. WO -64 (sheet 4 of 5 • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 X 3/4' PH SUS AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. TYPICAL # 10 X 3/4' PH SMS O E AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WID11.1 EXTERIOR 0 WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr: DR. 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