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HomeMy WebLinkAboutEngineering TOP FIXTURE 5-1/2•X 2-3/4"X 0.1- PUSH PUSH NUT STEEL PLATE WITH ONE 5/18-18 MS Wf NUT OPTIONAL DOOR NEWER N )-1/2"X 3'X OZ i' m FASTENED TO END STILE TH TO BE INSTALLED ATto CALV.S'tEF2 END ROLLER HHNGE (8} //4 X 3f4'SELF DRIWNG SCREWS ANY CENTER STILE O W/(a)/I4 X 5/8"SMS 00 SEE SHEET 4 FOR TOP BRACKET OPTIONS Z CENTER STILES q 0 0 7-1/2'X 2-t 4'X 18 GA 00 SEE SCH.'A' r' ss GALV. STEEL CENTER HINGE 6 W/(4) /14 x 5/8'SMS o OIL 2/DOOR •� � ___`'__� r3 Mi�• 0 a � n 1 fay&¢ a I'W X .15 THK. LATCH f m V'a�C tt #. SPRING LOADED SLIDE BOLT LOCK(BOTH SIDES) B p$' it Z w FFgA//STENED W/(4)114 X 1/2"S.M.S. LL" FOQ'10 MIN2 REGARDING ENGAGEMENT CDOORS ONFORMS 70 t 158 DIA ¢GLV.AIRCRAFT TWE F7 r — MnF �-� '� --^• --- h ICO-PRESS SLEEVE rP "^'-"'�' W MIN, 5 0 1 SAFETY FACTOR P 00 7'X3'X O,1' I — M STEEL PLATE WITH%) #14 X 31d" L1 1 ® N meq{ SELF p LUNO SCREWS N Gj U VI BRACKET $RACKET � Z STD. LIFT DOOR LOW HEADROOM _ _ _ _ 70TAL III OF DOOR !I DOOR V&WS AT `� ( R O B4 vi HEIGHT cros sm OF EACH DOOR STEe X 3-1 f8"X.010' OPTIONAL VENTS OPTIONAL FLUSH FACE L y..A O 2 e-a• 2 SECTIONS 19.2 sEC110US 21 SIE PURE 3 S"WIDE A7 7'D.C. MAX. WOOD GRAIN DESIGN p WRH(4)114 X 3/4"SOS ( e-4' f SECTIOF7 I8' 3 SECE4btS 21' 0.15.AREA NOT TO EXCEEO 120 SO.IN. MAX DOOR WIDTH - 7 C y 7_3• - - 3 CENTER STALE -7'-5 a SECTIONS i6'- ! �:r( DAB DOORS INC. v 7'-D' 4 SECTIONS 18'1 SECNON 21 OUTSIDE END STILE /.i•�- INSIDE ELEVATION _ ,} Hurricane Master®Madel 524/611 a• 3 SECTIONS 19"2 sEc7IONs x1 HANDLE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" HJ.gh W-3' 2 SECTIONS 1B'3 SECTIONS 21' " With Window Lite Option 9'-8' t SECTION ia' 4 SL'CtIONS 2P '` uNN 5 SECTIONS 21'- •�~ G 9' a SECTIONS 18'- LOCK BAR GUIDES �• DESIGN PRESSURE RATING + 48.0 PSF gg 8'-3' a FiECTiON4 18'i SECTION 21' 4 u INSTALLED ON END STILE / - 52.0 PSF• c$R R s-b• 4 sEc7loas 19.2 sEcnaes 21 o WITH(4)/14 X 5/8'SMS t THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT a I W-9' 3 SEGt10NS l8'3 SECDONS 21" 4 18T X.6W LOCK BAR ��.i'1•-•-'••' •.. .. .-. - q 10' 2 SECTx2N5 fa'4 SECTIONS 21' .."..1�'. GENERAL NOTES c 10'-3• t SEOTION 18 b SECTIONS 21 ENGAGES IN TRACK u ON EACH SLOE 4F DOOR CENTER 5CFiEAtAE•� 1. THIS REQUIREMENTS HAS BEEN DESIGNED AND TESTED 10 EDITION NCL THE ' 10"-8' 8 SECTIONS 21•- HIGH VELOCITY U THE FLORIDA BULLDOG CODE 2010 EDRION INCLUDING 10 111 a SECTIONS la'1 SECTION 21' t CENTER SIRES _0 Of AMON HIGH VELOCitY HLIR1itCAHE ZONE. it' S SECT97NS 18'2 SECTIONS 21' DOOR WIDItiS /OF CENTER S7x.E5 11'-3'4 SLY•1I0N9 1B'3 9EC7IONS 21` ®®®® 8'-0'TO 9'^70" 2 2 ANCHORS SHALL N A5 LISTED, SPACED AS SHOWN ON DETAILS. o 11`-6' 3 SECTIONS t8'0 SEGIto1N8 21' LOOK BAR LOCKING SHOWN 11-W TO 7!'-10" 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALE BE BEYOND WALL o d o m a U- 2 SECTIONS a 5 SECTKIHS 2 e ALT.TO LOCKS SHOWN ABOVE 12'-0'TO 13'-f0" 3 DRESSING OR STUCCO. 12' 1 SECTIONS 19'a SECTIONS 2t' 3. ALL DOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL t2-3'7 SECIHONS 21 - W-0'TO 9"-10' 14'-0`TO t6'-to" 4 DOOR WIDTHS 1b'-11'To ie'-2' 6 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN t2'-a• 6 SECTIONS IV 2 SECTNINS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL 12'-V b SECTIONS 15'3 SECTIONS 21 """' ""' 5, p LOAD OURA710N INCflCAS2,LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 13 4 SECTIONS 16'4 SECTIONS 21' L3 1:3 13 a'3 SECTIONS te'6 SECTIONS 2I' - 6 R '��� � 4 13-5"2 SECTIONS He'a SECNoNB 21• DmL .PltO(111E.TRBViS01) NI 13'-9' 1 SECTION 1 7 SECTIONS 21 FLA PE J O,2 iC a SECTIONS 25•- 10'-O'TO 11'-10` T4'-O'TO /5'-/0• CAN.3639 �• �' 14'-3• a SECTIONS T5'3 SECTIONS 21 DOOR WIDTHS DOOR WIDTHS 45pblb/ y/Lgp� llQ Vg S SEL'TIONS te"4 SfC7IOH5 21 1 IV 4 SECTIONS ta•5 SECTIONS 21' e 15' 3 sECRONS Ib a SEo710NS 2t' B>r-_d��41 drawing no. t5-3' 2 SECTIONS t8'7 SfCTiOTNs 2I ! mkm i 98-05 15-8' 1 SECTION 18' a SECTIONS 21' 1a'-9 9 SECTIONS 21'- REFER TO SHEET 2 t2'-0'TO 13'-10" 15'-11"TO 18'-2" 18 0 SECTIONS 1e"4 SECtxXNS 21' FOR U-BAR PLACEMENT DOOR WIDTHS ROOK WIDTHS sheet T Of 6 ��II #OWNa ! ! i ► ! i .:-.'.. ri i�i��i l�►�M�i�?�� ?� a�i�!�i�?�i : . :. ,.,, ,�..:.: i _. . i�lrl I�i�i i�►�i�i�l�i�i ; i - • l�iri�i�i�! I�I�I�I�I�I�I i© l�i�l�f�f�! ; IQ�I�Ir��I�i�I im—OWN! iml I i���1�1ill ! i i I SIMOi! i�i�i A- 24 GA STEEL PANEL 4m x m FLAPS SENT OVER PANEL - 1/2'PUNCHED HOLES i o O 4"O.C. }�1 O � USE REINFORCING'U'BAR ATTOP 0. 16 GA X 2-1/4"X 3/4'X 2' FOURS5£CtION CTION ONLY DOORS a 5 GAI.Y.STEEL BAR REINFORCING TRUSS 18 GA X 2-1l4"X 3f4'X 2' y O O BOTTOM OF PANEL TRUSS FASTENED TO GALV,STEEL U,BAR REINFORCING TRUSS _y VERTICAL INTERMEDIATE STILES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES a14 X 5/8'S,M.S.AND TO END STILE W/TWO f 14 X 5j8'S.M.S.AND TO END STILE _ I K UUU}}} W/FOUR/14 X 3/4"SELF DRILLING S. W/FOUR d 14 X 3/4'SELF DRILLING SCR, 1,., OPEN TUBE O TOP do BOTTOM - /¢, OF EACH PANEL 3/16"POP RNLTS1 I� h AT 4'O.C. W (6) FOR 21"STILES 5 FOR 18'STILES LEs Ti M - _18 GA. 2-1/4"X 3//4"X 2" My BOTTOM SEAL OALV.STEEL U.BAR REINFORCING TRUSS ,058 ALUM PLATE TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES WITH 1/8'X 1"S.M.S.O 48'O.C. - W/TWO/ 14 X 5/8'S.M.S.AND TO ENO STILE END STILE z ca 9 AND RUBBER WEATHERSTRIPPING W/FOUR 11 14 X 3/4'SETS DRILLING SCR. ca a) .024"Sit. PANEL � �m o �I 1ST SECTION (BOTTOM I INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOD 1 O O A�.' D{ REINFORCING REINFORCING a � OPTIONgL STOP MOULDING BY DOOR INSTALLER d N STEEL TRACK BRACKET FASTENED N O S TO WOOD JAMB WITH 14 X 5j8"SMS 3/4'X 2'X 2-1/2'X.048'STEEL 5/18"X 1-5/8"LAO SCREW PER HINGE END SAKE,CONNECT TO PANELS WITH (FULLY THREADEDI FLAPS AND WOR(6)3/16'ALUM RIVETS HE%WASHER HEAD TYPE!i 1 2'X L--3/4'X.058'FORMED STEEL SEE DETAIL A�04E CUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER SOUTHERN PINE ENO STILE WITH(4)3/16"POP RIVETS BY 'SCHIAGE SECURITY HARDWARE' 0.55 S.G. 1-7/8 X 2-5/e'%.049'STEEL EDGE INSTALLED IN 9/15° DIA HOLES IN CENTER STILE • '�4• CENTER STkGLUED AND RIVETED .DISTANCE POSITIONED AT EYE LEVEL ° To PANEL W/ 4 3 10'RiVE13Pogg�L p RIVETS ,n•..:� C � 2' MIN. t14 X5/8'SM.S. E 4/HINGE 5i 1-3/18° 1�.• 3;8'POWER-BOLT BY'POWERS' - 2 MIN.EMBED INTO GONG, ONE PER B E DISTET w a 51a I.B'X 2.19"X 3.3'X DOW SEE SHEET 3 FOR BRACKET SPACING'•, STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING EAr.JA AD MAP CML PROENTCIFTBYI51T0 I FIA pE♦70582'• •coa,Qtl441W1QtL1n F'#18L g I 7-1 2"X,050" 1/4-20 SS BOLT C.A V.STEEL INTERIOR SIDE 7-1/2"X.071" &Nur N6 STEEL STEEL TRACK CENTER HINGE END ROLLER HINGE 14 GA. X 2-1/6'X 1 (STANDARD) 12 GA%3-5/16'X 1-1/2' OPTIONAL 7j/a"�S1iHUT 1.82"DIA,X .50"STEEL ROLLERS(STD.} BY drawing no. FASTENED TO TRA�K PLATES 117STALLEO ON ROLLER SHAFT 1.82'010.X.50"PLASTIC ROLLERS(OPf10NAl) 9$-0 W/ 1T20 X Sf8'TRUSS HO. 2.75"DIA.X.5O'STEEL ROLLERS(OPTIONAL))) $LOTED M LOCK NUT MTIQN B-R WITH 4-1/4'STELA sheet 3 of POP RNETS 2 X 2 X 1/8'WRIL ANGLE t y jjf 5/16'X 1-5/8'LAG SCREWS INTO WOOD OR HOWZ.TRACK SUPPORT, SPOT WELDED TO WRIZ.TRACK �u 2' / 2-3/4'X 6-1/2'%3'X.104' * 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WBH TWO WEIAs AT 1-I/2'APART GNV STEEL WH i-tj4'EMBED INTO MASONRY EXfiEEDwG 8 FT.IN HEIfl FIRST AT 3`O.C. EY t TOP ROLLER BRACKET 3 PER BRACKET II A+ REST AT 9'D.C. Z FASTENED W/(6)/ 14 X 5/8"S.M.S.- - II CONNECTED TO FLAG BWGKET ANGLE 090 IRIS CALM.STEEL ADJUSTABLE W/3/8-18%3l4'BOLT&NUT 2-1/2'X 4-1/4'X 13 OA STEEL PLATES ANO TO SPWNO SHAFT GL WITH SUDE FASTENED TO BRACKET WELDED T4 i—ij2'X i^tj2'X l4 GA ANGLE �HOMZ. • A--J (2) 1/4-20 X 518'BOLT&NUT P W/6118-18%3/4` HEX HEAD FA4TENE0 TO TRACK M.SCREWB&NUtS WITH(4) 1/4-20 SS.BOLT k NUTS LENGTH-OPENING HEIGHT PLUS 12- TOP d TOP BRACKET & (STANDARD) TOP BRACKET 8 (( ) a LOW HEADROOM DOOR 14 QA GALV.STEEL TRACK 2-1/8,x 1*X.080K 86 C N HORIZONTAL REINFORCEMENT SECTION A—A O g Q Q 1/2'X 1-3/4'X.058'FORMED STEEL 0 07 a GLUED TO PANEL AND FASTENED 70 +`..' ar VERTICAL SIXES WITH 2"X 5-1/2"X.104` + L w'�^ ,.r '(2)3116'POP RIVETS V.STEEL Z y�'J FASTENED%(4)/14%5 8'S.MS. 'f ET FOj LOW HEADROOM DOOR OPTIONR DOOR •SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH STH 81 82 93 84 65 88 97 88 1/2'%1-3/4`X.056'FORMED STEEL - - —0 OWED TO PANEL AND FASTENED TO 8'-0" 18'18" i8"18"N A 1" 11-3/4' 23' 34" 48' S8' 67' VERTICAL SIXES WITH 6'-6" 21"16' 18"21"N/A 1" it-3/4' 23° 34 4S" 58' 6T - (2)3/16"POP RIVETS '� ,�,.. 7'-0' 21'21"2i"21"NjA t" it-3 4' 23 34` 45" 56' 67' 5/16•MEETING RI8 is" 18"18" 18" 1" 11-3/4 23 34" 45 68' 67 78-1/4• 16'18" 21" 1" ti^314' 23' 34` 45" 58" 67" 78-1/4' 0 • 63 cS +-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 1.82'DN.X.50'STEEL ROLLERS �. Wj.44 IXA X 5'STEM �� �FOR DOORS MORE 71IA34 8 FT. HIGH, USE ADDITIONAL TRACK PRACKEIS AT 10'O.C. OPTIONAL wsuuTaN� ` q ][ 'DYFLAST E'R�XIUGiS LLC' 0" 23 i.e"%2.19"X 3.3'%.090' z V) T EPS-EXPANDEO POLYSTYRENE A EEL.TRACK BRACKETS + b 00 DENSITY- /.OS PCF -3/18"HKIH MOA 107-1107.08 ONNE. TO TRACK MIA o I 5P0-25 POLY-tSOCYANURATE )ij4'BOLTS 4c NUTS. p 3 DENSITY o 03 PCF Gp1 �2 N.O.A./0T-030Lt0 Pi OR EA DENS-0.92 PGF N.O.A.107-1018.07 Try 14 CA,Q&V.STEEL R.5' (E6R)y 14 INGESI F S UO MOL.024`ROLL FORMED STEEL PANEL O$ to DRAVANG QUALITY 0-40 py 'Iy MIN.YIELD STRENGTH-38 KSI s WBH PRIMER AND BAKED-ON POLYSIER PAINTm TOP COAT TRACK CONFIGURATION b g d APPUEO TO BOTH SIDES OF STEEL a �- cc �'a¢ N VERTlCAI LIFT HIGH Ll Q S'T'ANDARD LEFT LOW HEADROO)A � 0 o W w _j r DOUBLE TRACK 12 LLL CAW.STEEL AA,`,,AA'',, ` Q,PT(ONS BOTTOM BRACKET FtMENED W/(4)/ 14 X 5/6SMS QW J PROOUCFORV108D 2 BOTTOM SEAL -ftk PE'/'70592. 05B AtUM PLATE CAP.3538 �°d1io�'��'30a1p•OS $ 8 �' WITH 1/e"% 1'S.N.S.O 48'O.C. ' AND RUBBER WFATHERSTRIPPINC ,.On 2415 NG 1 Ij By drowtnq no. SECTION A^A 98-05 SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet 4 of 8 DIST. z 1-1/2'MIN. Z n � t E DIST. tY t/4'DIA.LAO SCREWS 1/4"DIA LAO SCREWS p yd, 2BUYWOO1 AT 6°FROM ENDS y D I AT B"FROM ENOS AND 11'O.C.MAX. AND 17O.C.MAX. h D o iv° L��� a ; 0 WOOD BUCK CONNECTION TO WOOD SUBSTRATE ANCHOR SPACING � ANCHORS STRUCTT EMBED 5PA0N0 EDGE DIST. 3 8 HlC S1fiiVE BY HLTI CONO. 3 8 HLC SL�EEVE BY HL'fl, FILLED BLOC 1- OOMC. 1 4 a 5/i8'X t^5/8' 3 8 OYtiA80t7 8Y IFW' t-1 2 ss LAG SCREWS STEEL STRUCTURE BY OTHERS 1 2 DYNABOLT BY FILLED BLOCK 1-0 B B' F tri MUST SUPPORT THE LOADS IMPOSED 3 B POWER-8017 8Y PONERS CONC. 8° 2' AT 1T'O.O. TyOpR SYStEM 3 B SLEEVE-ALL Bi SDAPSONS CONC. t-1 2 3! (n mO I CONCRETE T'c-3000 PSI MSN. � IK 3 5/18'DLA, BOLTS C-SO GROUT FILLED BLOCK I'm 2000 PSI MIN. Z _ :as•, - WITH WASHER @ NUT WOOD FRAME BUILDING b• AT 12'O.C.MAX. EDGE DIST. ,�N STUD WALLS OR DOOR OPENING(NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3)2X6 PRESSURE TREATED GRADE 2 STP OR BETTER b WOOD STUDS STUD WALLS TO BE CONT.FROM FOOTING TO TE BEAM. 1-1/$X 2-1//2'X 14 CA ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE t-t/2' i-1/2' CONT.STEEL ARCIE SUPPORTING STRUCTURE, 12 GA CAV.STEEL WOOD BUCK CONNRY FIAT BRACKETS t3'LONG TRACK SHALL B£SECURED WITH CONT.STEEL ANGLE TO PRESSURE AT 12'O.C.IN DOOR OPNG, o 8 TREATED 2X0 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT t8"D.C.ABOVE DOOR OPNLI. GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH W/(3)SO TO CONT.ANGLE $ W/(3}SPLIT WELDS AT EACH SIDE 2-I.VS*X Y X 14 GA t J4'ULTTLtCON BY'ELCO'WITH SPACING OF CAL.STEEL TRACK 12"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN.13ABED FA/fST((ENED/TO TRACK PLATES 9'O.C.INTO 3000 PSI CONCRETE,*1 H 1-3/4"Mot.EMBED SL01W4145,-2 CK NUT NO. 2-1/2"MIN. EDGE DISTANCE - 1/4'TAPPER BY'POWERS'WITH SPACING OF a ar 8"O.C. INTO BLOCK WALL.WITH 1-1/2'MIN.EMBED 9'O.C.INTO 3M PSI CONCRETE,WITH 1-3/4'LAN.EMBED ALTERNATE TRACK INSTALLATION Ali r MIN.EDGE DISTANCE •, o m u x 3/8'CONFLEX Of'ELCO'OR . IDT BY low,WITH SPACING OF O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED Pr r MIN,EDGE DISTANCE '`Engr.SAYAO.AH CNL PRUDtNTNEVgSBD I 3/8'HLO SLEEVE By'HILTI'WITH SPACING OF ILA :l 7Y�92 r xNblSe HalA�� g L iG"O.C.LNTD BLOCK WALL.WITH 1-1/4'MIN.EMBED,4'MIN.EDGE DISI. �, - tl 08 O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MW.EMBED AND /t'�' 2-1/2'MIN. EDGE DISTANCE / ::2� THE BLOCK WALL CELLS SHALL.BE GROUT FILLED AND REINFORCED Zn drawing no. WITH FOURS&5 BARS EXTENOINO INTO FOOTING AND INTO TIE BEAMS �V 4 ALL BARS ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. 7jjjLL98L-05JPREPARATION OF JAMBSBYOTHERS 5 of 6 sDo zso �.0 y * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 STEEL MW. x DDDR PANEL SEE EVIDENCE PAGE z4 rwL 4024) Lin OPTIONAL WINDOW LITES IN ANY LOCATION 1768 0�0 7f16"DIA.WASHER Idg4 p. ESS o a n ' I 21 3/4^ O PBX FROM OMS �„�, .800 C O 3f8 FROM EnOS MAX .176-1a 4 p (4Q%} t iii. 1 t ON 7"D.C.MAX �� '�m * EXTERIOR FRAME * INTERIOR It RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION , 3 (4) P8 X 3/4'SMS `_ ,� ; MAX. k? £ 1 Iil1 1 O f-3f 8"FROM ENDS AND 6-1/2'O.C.MAX. ,� n �1 £ G� i 111 175 X.062 DEEP !10 GROOVE 111 � M f/4'POLYCARBONATE LEXAN IIIq•I' BY SABIC MOVATNE PLASTICS 10i #08-0305.02. 11' z t� _y SI�1 a z ia o (� Ii11 CD 1111 y� 1111 176 X.062 DEEP 1111 GROOVE III � 000 (4)P8 X 3/4'SMS INSIDE ELEVATION 5 @ 0 1-3f8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH WINDOWS j j I AND 0-1/2'4.C.MAX. r PS X 3/4^SMS I I•I I I O 3f8'FROM ENDS 175 X.062 DEEP a 1 :lo t t AND 4—tJ2"D.C.MAX, GROOVE n o d PB X 3/4"SNS O 3/5 FROM ENDS _ - __ - AND 7'O.C.MAX. r - - ---- ---- - fA4r AVADANVAD MODMITRITYMD 7/18'DIA.WASHER _ RA Pteq/70592 gyp( ( E7or 4 b" I ASM DOOR PANEL EXTERIOR 24 GA (.024)STEEL MIN. gY drawing no. DOOR PANEL 1666"MLN. D,l.OPG. ��� Mieoi �fp�yai p 24 GA (.024)STEEL MIN. GLAZING BITE fQ 98-05 WINDOW WIDTH - ehset 6 of B