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ONE INTERMEDIATE SIRE BETWEEN EACH AC Hj EMEIM LOCATION. URETHANE ADHESIVE (MOP 'k6mo •, �.... )KITE 11 DOORS UP TO r-f HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER r—o H•GFH TaoH>sxst OF (� SECTIONS (NOT SHOWN). Jam: THE DESIGN OF THE SUPPORTING STRUCTURAL omwE NTS SHHALL BE THE STY OF THE PROFESSIONAL Of RECORD FOR THE BOLDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BLKOD4 CODES FOR THE LOADS LISTED ON THIS DRAWING. 2' THICK SHIP LAP J011M. 25 GA. MIN, OM30M SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AM A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. PAINTED END STILES ATTACHED TO DOOR NTH PATENTED TOG-L-LOC SYSTEM BOTTOM k Cum). ti GALV. DOUBLE END STILES RED 10 TOP AND BOTTOM RAIL SNAP LATCH 0 ACES PATENTED TOG-L-LAC SYSTEM. ONTO VEtC17GU TRJIOK UK SNAP LATCH ON EACH SIDE OF INTER. SIRE `- END VIEW �' HANDLE :/' 'OUTSIDE KEYEDrjsrLE VEIN LC* INSIDE RANDIE oMncer KEYEf] TOOK SNAP LAMM LOCK OPTION TWO POINT LOOKING 04D SLIDE BOLT INTO TRACK STILE INTO Ei4CH EnNcEA ML OF DOOR. BRACKET USED FOR BiLi BOTTOM DOUBLE END a � u • .. N1.`.: •. , Eta• � «• • � „1. OPTIONAL 10 SCREW DSB GLASS OR WINDOW tlTE MOLDED INS17W 1/6' ACRYLIC SECTION 8- LITE RETAINER ja,3/4' PAN HEAD SCREW (1D sCREWS PER IRE) 12 GA. CALK. srEEL. TOP EACH BRACKET ATTACHED W 4 14x3 SFIEET METAL SCREIYS. ATTACHED TO TOP BRACKET WITH (2) 1/470/2' BOLTS AND NUTS PER BRACKET. 14 GA GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 1495/8' SHEET METAL AND (2) 1/4' /4 SELF TAPPING SCREWS. (SEE VIEW 'B') ONE 4' TALL x TI GA. C—CHANNEL PER DOOR SECTION. (5) 1/ 3/4� SELF TAPPING SCREW PER STILE LACATKM. VIEW F t 2-1/2' 5 ,•) 4C-CHANNEL 16 GA. GALV. STEEL 1-1/4' WIDE x 16 CA. GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS. EXCEPT (6) STRAPS ON 2NO (LOCK) SECTION (SEE OWE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4'x3 4' SELF TAPPING SCREWS SCREWS TO ONE SCREW TO C- C W OM BRACKET. ATTACHED WITH (2) #14STEM �«S SHEET METAL SCREWS. ALUMINUM EXTRUSION A VINYL WEATHERSTRIP. 90TAPPM /6' SHEET METAL SCREWS LHR TOP BRACKET DOUBLE TRACK DOUBLE HORIZONTAL HORIZONTAL i 4'x3 4' SE1F OSCREWS. ICIN HEADROOM OPTION 14 GI END } 16 CA, INTERMEDIATE HIM VIEW VIEW 1' DOOR OVERLAP (EACH SIDE) 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO W000 JAMB WITH S/NOTOLAC S xS1]/g'EXCEED 144 D.C. r GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET MTH ONE 1/4'x5/r BOLT dT NUT OR TWO 1/4- ON. RIVETS. STOP MOULDING BY DOOR INSTALLER CID SUIT) 16 GA GALV. Siffi. PAINTED ENO STILE 16 GAL Goa STEEL DOUBLE END STILE -2 GA. GALV. STEEL INTER. SME f•tlSIWUT N1F0 ON ROLLER SW�tT FOR UNRESTRICTED OPERATION 14 Gh GALV. STEEL ROLLER FASTENED TO END STIES EACH W 4) 14xS/ SHEET METAL �IYS 2 1 4 SELF TAPPING SCREWS PER 2• DIA. LONG STEM, 10 BALL STEEL. ROLLER. Co SECTION C-C AL•Tu! if•Z►�:7:z�7:�tI►`I��I;�Z�LiI;T�iI�L�ICI�I�`ii� 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK T TFI� YELLOW 70 THE ��H / BETTER) JAMBS. NO LOAD FROM THE ODOR IS (TOP) IAM9 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH M"TING SURFACE WOOD FRAME BUILDINGS (�) OR (3) WALLS ( TM I W2-WxS'H) 'i GOF DOOR OPENING SHALL BE FRAMED RADE /2 NOT RBEITERR 'A nSR)DS OF A STRESS H GRAM NOT LASS TWIN 12DO PSI NOMINAL EXTREME IBM STRESS IN BENDING (F%). MAI STIR] WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLACK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WiTH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUI.DIM ENGINEER OR ARCHITECT OF RECORD. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. V .— •A I.•n aBm 4If—w-m ti+l/ tNLliA' * li TYP. 2-1/2'02 GA. GALV. STEEL TRACI( BR CKEM DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' D.C. (6 TOTAL ORKM PER SIDE FOR DOORS UP TO rO- HIGH). h TOTAL BRKTS PER SIDE FOR DOORS UP TO 6'0' HIGH). LOW NMIDOUBLE TRACK FE'ADROOM IS AVAILABLE AS AN OF" HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE WIN. NO. OF FASTENERS PER VERTICAL 2x6 VERTICAL JAB ..+,L+ 7:... D�� ..3: • `.r,:t>\, .'7 k:.P (��II'��`C��Lx3E�l�'i♦11 +++ DLlIQC€J > + •• •• �mi3 + + I c•I�+1,E=r.•«:�:'i_i�lT[l�l�ldlrNrri:a0 �My , ,.,«,.�.. ,. !'�Ei�1�fd�/!I .:• ...a•' {•S)1'e•`l•A; �fl.;Stl[Ii1�l`iL ��'i�'.�I.IEa*€=i7s]>E�p4•�o/J:[w:U::a _.]M IRIMIU I"Aam". « ya, VAM IFSIF7rom PT - Hal" Pr- 04840 mom WAX" P.L /4J0.1[ EXCEEDSIDOA MEETS OR nn DOOR MEETIS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW LOAN FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING ACCORD(ING TO THE 2001 FLORIDA BUILDING CODE 9{)) TOIL THE FOLLOWING =DR10N5 t) FOR THE FOLLOW4SAWNG DOOR )_DOZOR HAS 2' WIDTH IN IN �DING5 HIAS 2' OF WIDTH IN BUILDING S END 2 ONE. 3 FACTOR OF 1. 4 ANY ROOF SLOPE, 50% SAFETY WIND SPEED MPH 5110 120 1 130 WIND SPEED S t30 140 1 150 EXPOSE LEVEL 6 or C B C B EXPOSURE LEVEL B a C B C B MEAN ROOF HE IT 30' 1 30' 1 15-1 30 MEAN ROOF HEIGHT 30' 1 30• 1S 30' TM onrargvnMb dMgkt4d twain pa�r4 Iyr �oM of tM Clam 00*n Products ILA - and map a Maproex44 In any fom+ +.Uout ft .~ WmiaNao. DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). Z O 0 o > w W _ gm J Q Z w 0 0 S cid— O �•�� � Q �r-�I•j g • QQ� J a SHEET NO.