36018 Shady Bluff Lp Lot 19 - Laserfiche WebLink

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ONE INTERMEDIATE STILE BETBETWEENEACH j EMBOSS LOCATION, AND URETHANE ADHESIVE O GgtznitelN OgSPTBIONIL 1/8' ACRYLICO,R (—'" �UTIES AAE SEC TION ") LOCATION OF I — A X-OPTIONAL OUTSIDE KEYED I= OPTIONAL VENT MAX. DOOR WIDTH - 16'-2' INSIDE FLEVADONS DOORS LOP Or (4) SECTIONS DOORS OVER°i o K04 CONSIST OFF (5) _SEC (NJOT SHdWN). NOTE 2G THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWIN(. 2' THICK SHP LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A SAM-ON POLYESTER PANTED APPLIED TO BOTHSIDES STS TEEL OP COAT , 16 GA. PAINTED END SIRES ATTACHED TO DOOR SKIN WITH PATENTED TOO-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 1 TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES ENTED TOG-L-LOC SYSTEM. OHIO VERTICAL TRACK E0AACH NE � OF ON BRACKET USED FOR BOTTOM DOUBLE END a r li G, fly`.,_ afar FSLIDE SOLT LOCK ENGAGES 517I E INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, Sa.enli r a r a w>, k 1MJ� .tier a.w, n FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE n � n OPTIONAL 10 SCREW DSS GLASS OR WINDOW LITE MOLDED 1CODE 71/8' ACRYLIC SECTION B—B LITE RETAINER /8x3/4' PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALY. STEEL. TOP EACH BRACKET ATTACHED W 4 14x5 SWEET METAL StXtEtYS. ADJ ATTACHED 4' TO TOP BRACKET WITH (2) 1/4-0/2- BOLTS AND NUTS PER BRACKET, 2-1/2' 4C-CHANNEL 16 GA. GALV. STEEL 14 GAL GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 1495/8' SHEET METAL AND (2) 1/4'1/4' SELF TAPPING SCREWS. (SEE VIEW 'B') 4' TALL x 16 GA. C—CHANEt. PER DOOR SECTION. 1/4'x3 4' SELF TAPPING SCREW PER STILE LOCATION. VIEW -D') 1-1/4' WIDE x 16 GAL GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION(SEE EINSIE TION). EACH STRAP ATTACHED [%� ' SELF SCREWS SCREWiS TO DO ONE SCREW TO C-CW Ntiti). -13 GA. CAL.V. STEEL BOTTOM BRACKET. ATTACHED WITH 2 /14x5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION A VINYL WEtTHERSTRIP. I' DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (TD SLRT) GA. GAIN. STEEL PAINTED ENO STILE 2x6 PINE JAMB18 1 GA,GALY. STEEL DOUBLE END STILE 08 2GA. GALV STEEL INTER. STILE GALV STEEL BRACIE'151FAS�IENED TO WOOD IAMB WTTHI 5/18'xt-S[8' LAC S 1V5 TO �PUSFWUT NOT LIcC �U 14 O.0 �7/18' NUT ft45TALIED ON ROLLER SHAFT FOR UNRESTRICTED OPERATION. 2' GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER ►fig FASTENED TO END STILES EAS W/{4) 18 12 GA. GALV. STEEL TRACK BRACKETS. /14x5(' SHEET METAL SCREWS FA TRACK ATTACHED TO EACH BRACKET PER 1 44�GESELF TAPPING SCREWS PER /1 WITH ONE 1/4'x5/r BOLT * NUT ��•2 O OR TWO 1/4' DYL RIVETS. F'REPANATION ()F JAMRS BY OTHERS. SECTION 2' OtA. LONG STEM, 10 64L1 STEEL ROLtEft CO C-L JAMB TO SUPPORTING STRUCTURE ATTACHMENT I) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO TRANSFEsvvrn ;ALRRED TO NLOWpRiZONTAI /1MN8 BETTER) 4 4 M85. NO LOAD FROM THE DOOR 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS MAN (3) 2x4 (UP TO 91Mx8'H OR (3) 2x6 (UP TO /6'29Yx8'H) C URE TREATED GRADE 12 OR BETTER WOOD STUDS OF A STRESS GRADE NOT L THAN 1200 PSI NOMINAL EXTREME FINER STRESS IN SENDING (F%). STUD WALLS TO BE CONTINUOUS FROM FOOT94C TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WAIL CELLS SHILL BE FILLED WITH CONCRETE AND REINFORCED WiTH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL SE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) HORIZONTAL TRACK SUPPORT BY DOOR OWALIER (TO SLAT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. I.1C•1i E't y lAQliil•)i a w �LEQJIBRI�I! i TYP. 2-I/2'xi2 GA CAW. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRHKTS PER SIDE FOR DOINtS UP TO 7'0' HIGH). hFOR TOT cTS PER SIDE DOORS UP TO wo' Hoo. ..r r^ r-rr HORIZONTAL (TOP) .JAMB (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF PER VERTICAL IAMB 24 VERTICAL JAMB r. a +a• a •, r •a , •. ,,• 'wawa a a•w .•.!r,r 7:., ii`�Y��: .;:ir ., `.r!x. .'71,. .! S:.r. .�r�cra�c��>31a�c'a��i rrr •� r ii�► r •«r wa .r M• ��Q r r 7 [� �� c• y.Nr:c.�l1L•lEilSii3llraMx : ao + ,,,:.., . -^r` f�[B�1li�C'7 L1r9•s1 ■.O: KrIq:[N_7731��iI:1>•.41�Ftxrl>E'+1aa.'t r: [4::.::a:r•: t:�Q'�E�.t'�i _.arj WAIL NESi7i I D. P.G NORM 04KIUK1 PL 023132 THIS DOOR MEETS OR E(CEEOS THE'DES THIS DOOR MEET$ OR OCCEEDS THE DESIGN LOADS FOR THE WAND SPEEDS LISTED BELOW LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUIDtNG ACCORDING TO THE 2001 FLORIDA BUILDING CODE 96 FOR THE FOLLOWING CODE0I1(I0N5 }95 FOR THE FOLLOWING CON�1) Y-ENCLOSED BLDG., HAS Y Ov �WIdrtNN 2)ONE. EDOOR )� HAS 3) USE WIDTH R OF BUILDING ANY 3 FACTOR OF 1. 4 ANY ROOF SLOPE, WINO SPEED(MPH) S 1 t0 120 i 130 WINO SPEED S t30 140 1 150 EXPmw LEVEL B a G 6 C B E%P06URE LEVEL B or C B C B MEAN ROOF HEIGHT 31Y 30' IS' 30' MEAN ROOF HEGHT 30' 30' 15' 30' CIOM 9uidn9 Produetx Cdnpa" AN RIII Rwrrn,l. The «.a+qwrionts depkted herein om Ow **W Abe rreeprodueod a " lar�ti�4hcxd Ns written porm ssom. 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). w z _O w F— N J F_ w U f Z 0 x a O Z Q � g SHEET NO.