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F <br />�1 <br />*C <br />1 <br />L <br />ONE INTERMEDIATE SINE BBETWEENEBADCHH EMBOSS LOCATION. <br />AND UR£ ANE AMOKWONG CIENTFM ... <br />- A L- OPTK%k OUTSIDE KEYED LOCK <br />MAX. DOOR WIDTH . 16'-2' <br />INLSIDF FLNATIONS <br />csioww WEOOF (5) SE (NOTSHOV". <br />NON 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />SNAIL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF <br />RECORD FOR THE ENDING OR STRUCTURE AND IN ACCORDANCE <br />WITH CURRENT BINDING CODES FOR THE LOADS LISTED ON <br />THIS CRAVING. <br />PANTED ENO STILES ATTACHED TO DOOR <br />TIN{ PATENTED TOG-L-LOC SYSTEM <br />BOTTOM h CENTER). <br />L CAM DOUBLE END STILES <br />HED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES <br />PATENTED TOG-L-LOG SYSTEM. ONTO VERTICAL TRACK <br />ONE SNAP LATCH ON <br />EACH SIN: OF <br />[+TER. STILE <br />OUTSIDE KEYED ,r' END <br />`� "a, HANDLE Jr� STILE <br />VEIN INSIDE RANOLE <br />OUTSIDE KEYED LACK <br />$1jAP UTdi tDClC OPTION <br />TWO POINT LOCKING <br />pN0 SLIDE BOLT <br />INTO TRACK. <br />S71LE LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />LOCK ON <br />EACH SIB <br />OF DOOR. <br />BRACKET USED FOR <br />�B, <br />BOTTOM DOUBLE END SINE. <br />END <br />INTER. STILE <br />OUTSDE <br />STILE <br />'ME <br />LOCK BAR <br />ENGAGES IN <br />OLLTSFDF KEYED l QQK TRACK ON <br />LOCK BAR LOCIOHHC EACH S� <br />FRONT FRAME W M U.Y. • <br />COATING ON OUTSIDE SURFACE <br />n n <br />oPTDNAL 10 SCREW <br />OW GLASS OR WINDOW LIiT <br />MOLDED INSIDE 1/8' ACRYLIC SECTION 8- <br />LITE RETAINER JW/4' PAN HEAD SCREW <br />2' THICK-1 t- (10 SCREWS PER LITE) <br />12 GA. EACH BRACALM.CKET STEELATTACFTOPED W 4 l <br />_ <br />SHEET METAL SCREWS ATTACHED Ft <br />TO TOP BRACKET WITH (2) 1/4'xt/2" BOLTS AND <br />FLITS PER BRACKET. <br />2-1/2' <br />SHP LAP "ITS \ �4TALLSj8' (TYP.) <br />�'C-CIAANNEL <br />16 Gill GAIY. STEEL <br />14 GAL GAIY. ROLLER HINGE. <br />EACH HINGE FASTENED TO END <br />STILES W/(4) 14x5/3' SHEET METAL <br />AND (2) 1/4" /4 SELF TAPPING SCREWS. <br />(SEE VIEW 'B') <br />1' DOOR OVERLAP (EACH SIDO <br />12 GA. O&Y. STEEL TRACK <br />BRACKETS FASTENED TO WOOD JAMB <br />WITH S/Ox1TO-5/8ASCREWS <br />14" O.C. <br />STOP MOULDING BY DOOR INSTALLER (O SUIT) <br />16 CA, GALY. STEEL PAINTED END SiN£ <br />%- 18 GA. GALV. STEEL DOUBLE END STILE <br />/ 20 GA. GW..V. STEEL INTER. SOLE_- <br />2' GALV. STEEL TRACK FASTENED TOJ <br />12 GA GAIY. STEEL TRACK BRACKETS. <br />L 14 twA wll_Y. sir.. i[UAJ.GK <br />FASTENED TO Er4D STILEY EACH w 4) <br />4x5( SHEET 14ETAL SCREWS <br />TRACK ATTACHED TO EACH BRACKET <br />2 1 4 34F TAPPING SCREWS PER <br />WITH ONE 1/4'x5/8' BOLT k NUT <br />OR TWO 1/4' CIA. RIVETS. <br />PREPARATION OF JAMBS BY OTHERS- <br />2' OLD. LONG STEM, 10 BALL STEEL. ROLLER. <br />SECTKIN C-C <br />1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEW FROM THE TRACK <br />TO THE 2x6 VERTICAL YELLOW PINE (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR <br />IS TRANSFERRED TO ME HORIZONTAL (TOP) JAMB. <br />2) ALL JAMB FASTENERS MAY BE (BUT NOT RECANTED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE <br />WOOD„ FRAME BUILDINGSTUD WALLS OF S NING SHALL BE FRAMED SOLID BY NOT LOS THAN O(� ) <br />OR (3) 2.6 (LIP TOa18'22''Wxx")) PRESSURE TREATED GRADE /2 OR BETTER WOOD VI OF A STRESS` <br />CrRAt)E NOT LESS THAN 1200 PSI NOMINAL EXTREME IBM STRESS IN BENDING (F•). <br />STUD WALLS TD BE CONTINUOUS FROM FOOTING TO TIE BEAMS. <br />BLOCK WALL OR CONCRETE <br />2x6 WOOD JAMB SHALL BE AN04NM TO GROUT REINFORCED SLACK WALL OR CONCRETE COLUMN. <br />BLOCK WALL CELLS SHALL BE FLED WITH COHICR£TE AND REINFORCED WITH FORCING BARS EXTENDING <br />INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS <br />TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. [LOCK WALLS AND CONCRETE COLUMNS TO EE <br />DESIGNED BY THE BINDING ENGINEER OR ARCHITECT OF RECORD. <br />-a. <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT)' <br />DOOR COUNTERBALANCE SYSTEM <br />13 GAL GAM STEEL FLAG BRACKET. <br />�® ar <br />I.ii"..•lIl FL y <br />r.Q�iiTrt•>i <br />a • Ttic�3i[.Yii <br />• N ati li:�JB[r�Ji <br />TYP. 2-1/Z'x12 GA GALY. <br />DISTANCE BETWEEN BRACKETS <br />HOT TD EXCEED 14" O.C. <br />(6 TOTAL BRKTS PER SIDE <br />FOR DOORS UP TO r0' HIGH). <br />(7 TOTAL BRIM PER SIDE <br />FOR DOORS UP TO NYO' HIGH). <br />LOW UMLRACK <br />HEADR°O HEAUBLE DROOM S <br />AVAILABLE AS AN OPTWN <br />HORIZONTAL (TOP) JAMB <br />(NO LOW FROM DOOR) <br />FASTENER <br />TYPE <br />MN. No. <br />OF FASTENERS <br />PER VERTICAL <br />2x8 VERTICAL JAMB <br />.,•d.� �:... <br />ITli/'J[�iti�iF 4;: ar ".!ai. .'11.. h:.4 .����tl��N-3�r��i1 <br />[•�':r151vy:i'✓.�1�lNTLiJ��llr'iY�'N1W7]: <br />sr>r1E:AyX �:: «• w :Nl: iiI <br />�'�il~g1�/�Nil'F•7NT�<ar <br />1 <br />[• r_i r1i-"W!II:I<K.l rLaaF��: <br />c(�i��71�11��3ata_l:i�+)1� IaaS �!u!:UI:NN:yllt <br />t'��'a]��Q(✓'Zi <br />iTjPc�.i�i. <br />ONE 4" TALL x 16 GA. C-CH A NNNEL. PER DOOR SECTION. ww KSfEWVA. P.C. <br />() 1 *x 14' SELF TAPPING SCREW PER STILE LOCATION. NOT" PCAAOt1NA P.6 <br />THIS DOOR MEETS OR EXCEEDS THE DES" <br />GA GA. MIN, EXTERIOR SKIN ER NDO A -�(SEE. ��00T14S DOOR MEETS OR EXCEEDS ME DESIGN LOADS FOR THE WAND SPEEDS LISTED BELOW <br />GALVANIZING. PO ESTBAKER PA I MT AND A 1-1/4' WIDE x 16 C.A. GAN.Y. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING <br />6NXED-CAI POLYESTER PATTED TOP COAT ON 16' WIDE DOORS, EXCEPT(6) STRAPS ON 2NO (LOCIQ ACCORDING TO THE 2001 FLORIDA BUILDING CODE 98 FOR THE FOLLOWING <br />APPLIED TO BOTH SIDES OF STEEL. SKIN. SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACFED CODEOrt(�ASNC5E7-N FOR THE FOLLOWING <br />�1) E WITH (Nol 4'x3 4'�SELF TAPPING SCREWSCW�D CO Z' OF YIIOTN IN D1D 210H� E� �3) USE ACtaN OF 18tNLDMGAtIt' <br />SCREWS 3 FACTOR OF /.6. 4 ANY ROOF SLOPE. <br />WIND SPEED MPH !:I,; 120 i 130 <br />13 GA. GALV. STEM BOTTOM BRACKET. WIND SPEED MPH t 130 140 / 150 EXPOSURE LEVEL B or ClB C B <br />ATTACHED WITH (2) /14x5/6' SHEET METAL SCREWS. EXPOSURE LEVEL B a C i B I C 1 B MEAN ROOF HEIGW 30 1 30' 1 tWI 30 <br />ALUMINUM EXTRUSION h VINYL WEATHERSMP. MEAN ROOF HEX2iT 30' 1 30' 1 15-1 3O' <br />a-" bld* p Pro"As 0-pa" M m" Rwp�pnpd&.l�r <br />The <br />the KYOD�ay BUS ProOu Caigwlook wo m o1W I nOL <br />Ds rolmCd o. 4 n a+Y roan .NlxxNl iEx .FftLatF ;E Mpia+. <br />A <br />DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. <br />TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. <br />ORIGINAL DRAWINGS ARE SIGNED IN BLUE <br />INK WITH A RAISED SEAL (EMBOSS). <br />SHEET NO. <br />