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490 NE 94 St (12)DES CN LOAD CAPACITY - PSF AVERAGE WIDTH INCHES DOOR HEIGHT FT. /IN. GLASS TYPE 'A' GLASS TYPE '8' & 'C' EXT. (+) INT. ( -) EXT. ( +) INT. ( -) Y l � / 7/0 62.0 81.0 62.0 81.0 62.0 \ .. 81.0 X 7/16 ° cPJERALL X LAM. MASS 11 !I y __ �� s__ 11 1 62.0 81.0 62.0 66.5 62.0 DES CN LOAD CAPACITY - PSF AVERAGE WIDTH INCHES DOOR HEIGHT FT. /IN. GLASS TYPE 'A' GLASS TYPE '8' & 'C' EXT. (+) INT. ( -) EXT. ( +) INT. ( -) 32 33 34 35 36 7/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 3E 8/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 79.2 62.0 69.8 62.0 78.3 62.0 66.5 62.0 77.6 62.0 63.1 62.0 76.5 NOMINAL WIDTH • FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11/16 18- 15/16" 3/0 (X) 37 - 1/2 ° 34- 11/16 24- 15/16 5/0 (XX) 59 -3/4 28- 11/16 18 -15/16 6/0 (XX) 71 -3/4 34- 11/16 24- 15/16 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE OPG. 6/8 79 - 7/8 ° 77 -3/8 67 -5/8 8/0 95 -7/8° 93 -3/8 83 -5/8" (x) 8 MAX. TYR. SURFACE APPUED FALSE MUNTINS MAY BE USED (x0) (ox) 24 3/4 D.L OPG. 34 11/16 (xxo) (O LEAF WIDTH MAX TYP AT /SILL 71 3/4 FRAME WIDTH (XOO) 144 FRAME WIDTH • 3 ANCHORS REQO. ALL INSTALLATIONS } • • ••• • • • • • • • • • • • • • • W • • •• Y • • II 11 II II II II _== = = = = =_= Alt 7/16 'OVERALL LAM. :PLASS D II II I I 1 1 II 32 1/4 D.L OPG. • • • , 60 • • • • 000 • • • • •S• • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - J- .J- . -- - - - -- • • • ,-• -_,• • • • • • •r• • • • , • • ' l fl }..1 l E I•• • • Q • • MUWON SPACING TYPICAL ELEVATION ( xx00 ) TESTED UNIT AVERAGE WIDTH - W1 + W2 (FOR DOORS W[TH SIDEUTES) 2 (OXO) • • • • • • • • • • • • • • • i • • • • • 11 • • • II • ••• •• 11 11 11 It it II It !1 111• 1 II 1 1 11 32 1/4" D.L OPG. nnr &d Duce A RIL I I I 7Lt? NOAH lA 1=1 Dada (OX XO) 2 1/2 N 3 ro- N n 0 rn 0 o 0 14 (OOXX) (xxoo) 2 1/2 A MAXIMUM DESIGN LOAD RATING = + 62.0 PSF ( FOR DOORS WITHOUT SIDEUTES ) HEIGHTS: - 81.0 PSF WIDTHS: DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', 'B' OR 'C' GLASS FOR MAX. LOADS OF +62.0 & -81.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR TWO MAX., AT ONE SIDE OR BOTH SIDES OF DOORS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS WITH SIDELITES LIMIT LOADS AS SHOWN BELOW. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DADE COUNTY OR FLORIDA BUILDING CODE. 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. Er.gr Dn. ril,'L47011ti FA-R.67 ST2UC '.I'Ei FLA. P E A 16557 I FFR c N c 01 NI z 0 0 w 0 a) rn co LO N z O cc O U 2 8 Z 2 2 0 V 0 v 0 W01-20 I' 0 0 0 0 0 Cj) 4 L TYPICAL ANCHORS SEE ELEV. FOR SPACING 23 1BY OR 2BY E WOOD BUCK k � z 5 17 • /8 X 1 FH SMS AT6 ° 0.�. /8 X 1° FH SMS AT 6 O.C. O • 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• •• • • • • • • • • • ••• • • • • •• • • • • • •• •. ...:• • ..:.a: • U a 0 J 0 • • • • • 0 • • • • • ••• • • •• •• • • ••• • • • • • • • TPICAL ANCHORS SLE ELEV. FOR SPACING • • • • •• • • • 4 ••• • • r trr - - - - •I • • • • •' tl • • • °• 1 ••1BY OR 2E1Y ; .r WOOD BUCK G � T : AT 8" 1' FH SMS O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy o 36 KS! MIN. ALUMINUM : 6063 —T5 MIN. a In #14 SMS OR 1/4" DIA_ SELF DUWNG SCREWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" DIA. TAPCONS (BY ELCO) 1 -3/4 MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4 DIA. TAPCONS (BY ELCO) WITH 1-1/4" MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR MULLION (STEEL OR ALUM 1/8° MIN. THICK.) #14 SMS OR 1/4 SELF DRILLING SCREWS SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, .38" 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) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN qr. DR. 14UMAYO'Jti AR000 STRUCTLRE3 FL A_ PE 16557 FEB 1 1 2002 C ) c o_ H u z 0 O • w 0 r— o D • z O 8 d 0 t ` N 01 4 0 '0 0 0 s 0 ( drawing no. W01 -20 sheet 2 of 5 1/4° MAX. SHIM SPACE 6 g 46 Rs 4 pit � 3Y TYPICAL ANCHORS SEE ELEV, FOR SPACING 1/4• MAX SHIM TYP —' 1BY OR 2BY WOOD BUCK G TYPICAL ANCHORS SEE ELEV. FOR SPACING • 000 • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • ▪ • • • • • • • • • • • 000 • • • • 000 • ••• • •• • • • • ▪ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... •• ••• • • FLUSH BOLT OPEnRTC4c O 0. 00. 0 0 ON ACTiVE Cb • • • • • •• • • • • • •. • • • • • • • • • • •• • • i• • • ••• •• A Florida tpd�a•s• r�isb �1 1:40A.0 Qt —ova- 4 Miami rmdso FLUSH BOLT OPERATOR ON INACTNE LEAF (CONCEALED) FRAME WIDTH EXTERIOR 0 L Engr. OR. HU1dAYOUN FAR000 STRUCTURES FAA_ PE / 16557 r: �o TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 1 FH SMS AT 8 O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHI.'1 FEB 1 1 2002 1/4 MAX. SHIM SPACE � - - 2.015 FRAME HEAD /JAMB .062 TYP. x 1.594-1 `1 363 WEATHERSTRIP ADAPTER GLASS STOP • • 1.464 -- 1.214 T 2.125 L .500 1.750 - UL _ 111E r- 1.750 �{ - 4.000 4. 000 .078 TYP. TOP /BOTTOM RAIL n t. --.078 TYP. .062 TYP. --� 4.000 THRESHOLD 1.827 .718 .625 -L_ 1.371 _J -� SIDE LITE GLAZING BEAD F.078 TYP. 3.999 HINGE STALE - 7 I 1.500 r _ 2477- 1.375 1 .375 1.000 1 1.656 L L ' 1.750 1 Jr" .548 -- .203 GLAZING VINYL (scALE 1 875 x 250 - 499 .466 -1 '-- GLAZING ADAPTER (DOOR) .272 I - ° - r _ 1.985 1.573 1.823 GLAZING - -I GLAZING ADAPTER (SIDEUTE) F- -1.54 7 --I ASSEMBLY STIFFENER 2.093 --{ .062 TYP. 4 SIDE LITE JAMB x-.078 TYP. 4.687 LOCK STILE L .265 .470 250 1) • 2.281 2.070 �-- 2.125 • 75• • • • • • 3 PIECE HINGE 695 N 110-24 X 1/2' FH SELF DRIWNG SCREWS Approved p eft tot FlorVis Dal ihsg Date A e j a II 1 7 1 , 4' -- NOAH Q( 07L5f•0 Miami Dade Product Caepei „� f. 14414dL r 3/16 ANNEALED GLASS ITEM / .090 SAF -GLASS POLYCARBONATE !NITER LAYER 3/16' ANNEALED GLASS 7/16 OVERALL LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' CD PART j RECD. DESCRIFTIO "; SW -28999 3 /DCOR FR.AI.4E �EID /JA1rB 3/16' HT. STREN'D GLASS .090 SAFLD( IIIG PVB INTERLAYER 3/16' HT. STREN'D GLASS 7/16' OVERALL LAM. GLASS BY 'SOLUTIA INC.' GLASS TYPE 'B' Engr. OR. HUI.IAYOUN FAR000 STRUCTURES FLA PE / 16557 FEE 1 1 ?002 MATERLAL • M ANF. / SLPPLlL1<, REMARKS 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SW-28900 SW -28904 SW -28898 SW-26898 SN -28901 SW-28897 SW-28903 Sly'- 29244 SW -29245 AS RE00. Pw -101 P8 -8400 SILICONE PLUS 5025 CP -B111 18X3/4' PHSMS DOR -018 DOR -017 DOR -019 2 /LEAF DOOR TOP /BOTTOM RAIL AS REQD. WEATHERSTRIP ADAPTER 1 /DOOR HINGE STILE LOCK STILE 1 /LEAF 1 /LEAF 1 /CORNER 3 /LEAF 3 /LEAF 2 /LEAF 2 /LEAF 1 /HINCE 8 /LEAF AS REQD. AS REQD. AS REQD. AS REQD. AS REQD. AS REQD. AS RE00. AS REQD. THRESHOLD 8063 -T6 6063 -T6 SIDELITE 1A).8 ASSEMBLY STIFFENER HINGE DOOR PORTION HINGE FRAIAE PORTION 3/8' X 18 X 32' LONG THREADED ROD 3/8 X 18 NUT 5/16' X 6' ROD 1/4 SETTING BLOCK GLAZING VINYL BULB WEATHERSTRIPPING PILE WEATHERSTRIPPING SIUCONE FLUSH BOLTS ENTRY LOCKSET ' ASSEMBLY SCREWS GLAZING ADAPTER (DOOR) GLAZING ADAPTER (SIDEUTE) GLASS STOP 6061 -T6 6063 -T6 6063 -T6 6063 -T8 6063 -T6 8083 -T8 8063 -T6 STEEL STEEL NYLON VINYL VINYL 8083 -T6 6063 -T6 6063 -T6 PLATED STEEL SCHLEGEL D0w CORNING OR EQUIV. DELTA IND. OR EQUW. TACO OR WESTLOCK AT ALL FRAME JOINTS 6063 -75 - c -- 3/16 HT. STREN'D CLASS .130 CLASSLAM SAFETY PLUS INTERLAYER 7/16" OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' _ 0 N I z U El Z 0 CD d c24 o C4 ▪ 4 O in C.) Cr NS en 3 w M z , Q Q I °o -es cc Ld O in . w t!) 0 W IAD O 0 N U }: �n O J S O c 0 0 v } .0 v 0 0 Z O 2 3 I 2 drawing no. WO1 - 20 sheet 4 of 5 FRAME TOP CORNER • ••• • • •• • • • • • • • • • • ••• • • • • • ••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• • FRAME BOTTOM CORNER • ••• • •• • • • • • • • • • ••• OQ the Ikeda iNsidiat Code Dace APlea- 1 NOAH of -O')2y• o Mlanl Dods Prodac! lf Cage e..44 do DOOR LEAF CORNER Engr: 9R. ?I kJ.AYCUv FAROOia STRUCTURES FLA_ PE / E:,57 FEB 1 it 2002 r.. c O �; 8 N c c O 'O d O 0 ,c (sheet 5 of ' drawing no. W01 -20 CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0' TO 9' -0' 9' -1' TO 11 • -10" 2 12'-0" TO 13' -10" 3 14' -0" TO 15' -10' 4 15' -11" TO 16' -2' 5 M� IfI 711 II l 1 f - „ III �i �� i— iiii - -�1l 1iiiiiiiiii i —i ' i_ 1 �1 Ii �! = 1 =1 1 = i III ���il�J� Q Lialim i I —iii i ii ili:a� iii 0 w 1 s1 I � 1 i li__._�i1 ! p 11 ji '1 i i ilL;,-- -- = i CENTER STILES SEE SCH. 'A' OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN, MAX. DOOR WIDTH 16' -2' 77-1/2" X .050" GALV. STEEL w/ (4) HINGE X 1/2" SMS 2/ DOOR 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR DOOR HEIGHT 8' -8" 8'-9" 7. 7. -3' 7' -8" 7' -e• 8' 8' -3' 8' -9• 9' 10' 10' -3" 10'-8" 10' -9" 11' 11'-3 11' -6" 11' -9' 12' 12' -3" 12' -8' 12' -9 13' 13' -3' 13' •9' 14' 14' -3" 14' -8' 14' -9" 15' 15' -3' 15' -e' 15' -9' 16' CONSISTS OF 2 SECTIONS 18' 1 SECTION 18" 4 SECTIONS 21' 5 SECTIONS 15" 4 SECTIONS 18' 3 SECTIONS 1e' 2 SECTIONS 18" 1 SECTION 18' 5 SECTIONS 21' 8 SECTIONS 15' 5 SECTIONS 18' 4 SECTIONS 18' 3 SECTIONS 18' 2 SECTIONS 18 1 SECTION 18' e SECTIONS 21' 8 SECTIONS 18' 5 SECTIONS 18' 4 SECTIONS 18" 3 SECTIONS 18" 2 SECTIONS 18' 1 SECTIONS 18' 7 SECTION 21' 8 SECTIONS 18" 5 SECTIONS 18" 4 SECTION 18" 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTION 18' 8 SECTION 21' 8 SECTIONS 18' 5 SECTIONS 18" 4 SECTIONS 18' 3 Stt;iiONS 18" 2 SECTIONS 18" 1 SECTION 18" 9 SECTION 21" e SECTIONS 1 e" 2 SECTIONS 21" 3 SECTIONS 21' 1 SECTION 21" 2 SECTIONS 21' 3 SECTIONS 21" 4 SECTIONS 21" 1 SECTION 21' 2 SECTIONS 21' 3 SECTIONS 21' 4 SECTIONS 21' 5 SECTIONS 21' 1 SECTION 21' 2 SECTIONS 21' 3 SECTIONS 21' A SECTIONS 21' 5 SECTIONS 21" 6 SECTIONS 21' 2 SECTIONS 21' 3 SECTIONS Sir 4 SECTIONS: 21 " 5 SECTIONS 21. 6 SECTIONS•S1' 7 SECTIONS 21' 3 SECTIONS 21' 4 SECTIcS'21: 5 SECTIONS •21 8 SECTIONS "21 e 7 SECTIONS 21' 8 SECTION 21" ••• 4 SECTIONS 21' 7 -1/2' X .071" GALV. STEEL W/ ( # END 4 RO X Ll ROLLER 3/4" W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2' S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE 8'-0" TO 9' -0' ... • POOP IDTKS •• ••• • • • • • •• CENTER STILE 9' -1' TO 11' -10' • •' '; DOOR " WIDDH9 .•• • • • • • 7 "X3 "X0.1" STEEL WITH (4 #14 X 3/4" 1 \ I1 SELF DRIWNG SCREWS '� �:i• _ END STILE OUTSIDE KEYED LOCI( LOCK BAR LOCKING SHOWN • • • • CENTER STILES • _ •:12' ;0" TCI 13' -10" • • ••• • it MOTHS PUSH NUT LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR IIII SCHEDULE 'A' INC TOP FIXTURE 5-1/2' X 2-3/4" X 0.1" STEEL PLATE WTTH (6) #14 X 3/4' SELF DRIWNG SCREWS Bill 15' -11" TO 16' -2" DOOR WIDTHS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR PRODUCT iREViSED ra C Vyxy?! :^v@S68 tIns Florida i:ar a ieu u - DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF i GENERAL NOTES THESE DETAILS ARE NOT:Pa1T VF i F /�P1kOM • • ••• • • • • •• • • APFROVEd'M COMPLYING WRIT Till EOUM FLORIDA BUI ' CODE Engr OR. w1IA UtoS FRROOQ• FLA PE .# 16557 • • • • • • • • SEPD • • • • ••• ■ • - . DATE LI I o • • DOW "' DIVISION BUILDING CODE COMPLIANCE OFFICI ACCEPTALICE . 40.0/ - 0C226 0/ 5 m z O CI E LI o5 N C.) g 010 ; o d nW E2la 1, THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WiND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. bi ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ' 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL E 2 4, 4, ANCHORING OR LOA&ING•CONDTOONS OTHUS,THAI THOSE SHOWN IN 4- drawing no. 01 -19 sheet 1 of 3 ) • • • • • • • • • • • 000 • • • • • • • • • --_ • • ••• • • • ••• 1 ST SECTION (BOTTOM) REINFORCING 15 GA. X 2 -14" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W TWO # 14 X 5/8" S.M.S. AND TO D4D W/ FOUR # 14 X 3/4" SELF DRILLING S. OPTIONAL STOP MOULDING BY DOOR INST STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH 5/16" X 1 -3/4" LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.C. L 1 -1/4' 1.9" X 2.19' X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8" X 1" X .078' GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. de LOCK NUT 055' X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO W/ FOUR END # 14 X 3/4" SELF DRIUlJNG S. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING .. ..• • • • • • • • • • • .. • • - •• • • . -• • • • . FJ . •• • • • • • • • • 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT ... • • • • ..• • • • • • • • • • • • • • ... • • • INTERMEDIATE SECTIONS REINFORCING 16 GA.X 2-1/4" X 2 GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. 1/2" X 1 -3/4" X .058" FORMED STEEL ' —GLUED TO PANEL AND SECURED TO END STILE WITH 3/18" POP RIVETS 0 12" 0.C. . 1 -7 8" X 2 -5/8' X .049' STEEL STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ HINGE INTERIOR SIDE TOP SECTION REINFORCING 3/4" X 2" X 2-1/2" X .049' STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3 18" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM 18 GA.X 2.-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/6 S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. FLAPS BENT OVER PANEL 24 GA. STEEL PANEL — END STILE T:S1.IA $SC. Flor!d* 0 1 040 • • • • phi Engr DR STR RUC U ' o . • • APPRDYE5d�4 COMPLYI86 Whin Inc FLA- PE 16557 SOUTH FLORIDA 13UI CODE • • • • • • • , I ' CT 0 � �U 1 • • • • • • • . . drawing no. 0 1 -19 sheet of 3 • •• •• • • •.. • CD 1''I' DIVISION WILDING CODE COMPLIANCE OFFICE . • • ... TAECE N 110.01 - 06240/ . . . . . • • • • • �•TT 4 • • •• •• • • • ••• • • • • 042001 DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 85 86 B7 B8 6' -0" 18" 18" 18" 18' N/A 1" 11 -3/4" 23 34" 45" 56" 67" - 6' -6' 21" 18" 18" 21" N/A 1" 11 -3/4" 23" " 34" 45" 56" 67" - 7' -0' 21" 21" 21' 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7' -e" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" • 8 -0" 21 " 18 " 18" 18 18" 18 21" 1" 1 11 -3/4 " 23" 23 34" 34 N 45 56" 56 87" 67 78-1/4" HIL11 SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4' 6 CONC. 1" 6 3/8 BLOCK 1 -1/4" 8 CONC. 1 -1/4" 9 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 14 GA. GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET M. 5/1 8-18 3/4" NUTS." HEX HEAD HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4 X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 •3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE FASTENED W/ (6) # 14 X 5/8 S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/18' POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS BY 'APACE PRODUCTS CO' EPS•EXPANDED POLYSTYRENE DENSITY .• 1.07 PCF N.O.A. # 98- 0904.04 OR ISO -25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.O A # 98- 0904.03 14 GA. GALV. STEEL W/ ROLLER H HINGES 5/8" A T NSEMDS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 8 -40 MIN. YIELD STRENGTH •. 39 K51 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL • • • • • • •• 31 GA. b,LVC SZE8L. • • • • • BOTTOM .(04 gf ) N 141 5 8 • SM • • W • •• ••• •• • • • •• • • • • • • • • • • • • • ••• • •• ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • . • • R • • • • •• •• • • • ••• • • • ••• • • 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2' X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS z 0 TRACK CONFIGURATION \ VarHORIZ. TRACK LENGTH 1 i CABLE DRUM 14 GA. GALV. STEEL TRACK 2" X 3 -1 /2" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. WOOD FRAME BUILDING$ STUD WAU.S OR DOOR OPENING SHALL. BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8' DL& HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12' 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHER$ HORIL TRACK SUPPORT AS READ. BY DOOR INSTALLER OPENING HEIGHT PLUS 12" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1 /4 "0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. Division 3 "X2 "X14GA CONT. STEEL ANGLE 2 "X3 "X.102 "STEEL - FLAT BRACKETS 0 *12 0.C. CONNEeitU TO CONT, ANGLE W/ (3) 1/4' 0 SPOT WELDS ALTERNATE TRACK INSTALLATION P,"'ODEXT REVISED srxats:g3 g with the FBorbe E S • MIN. -3 -3/4 TYPICAL •• • • • •• ° ANNOYED COMPLYING WITH THE SOUTH FLORIDA BUILIV8ttfODE DATE pc — • •• . • • .BY " - - PROIi�I� " BUILDING eObt COMPLIANCE OFFICE ACCEPTANCE NO. O1-- G426•D/ • • ••• • • • • ... • • DR. YUMAY0IIN Fq, STRUCTURES FLA. PE # 16557 42001 • • • • • • ••• 1 -1/2' I0-- • • • • •• •• • • • . • •• • • • ••• • • • ••• CONC.= MIN. 3000 PSI 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2-1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES SLOTTED 1/M.S. & X / NUT SS HD. LW( • • • • • ••• •• • • z 1 rr c�i Ao § P4 45 a OE z �" Q< O ° co MN W In (sheet 3 of 3 ) • •• • • • • • •• • • • •• • • •••• • . • • • •• • • • • • • • •• • • • • •• • • • • •� • • • • • •• • • • •• • • •• • •• •• • • • • •••• • • •• • • • • • • • • • • •••• •• •• • • • • • •• • •••• • • •••• • • •• • • • •••• • • • • •• • • •••• • • • • • • • • • •• • •• • • • • • •• ••••• • ••• • • •• •• • • • •••• • • • • • • •••• • • • • • • ••• • • •• •