36111 Shady Bluff Lp Lot 6 - Laserfiche WebLink

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ONE MERME/ MITE STILE BE(TTTWEEN EBBALCp�H EMBOSS LOCATION. LOCATION. AND URETHANE ADHESIVE VM)NG�tX11NTFR) OPTIONAL 1/8' ACRYLIC OR \ " (SE /E SECTION 8 B NOTE I DOORS UP TO 7'-0- HKTH CONSIST OF 4) SECTIONS (SHOW). DOORS OVER 7'-W HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). -NOTE 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SAL 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 DRAWING. 2' THICK SHIP LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH C-40 GALVANIZING, BAKED —TAN PRIMER ANO A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, 16 GA, PAINTED END STIES ATTACHED TO DOOR SKIN WTN PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM R CENTER). 18 GA, GALV. DOUBLE END SHIES ATTACHED 70 TOP AND BOTTOM PAIL SNAP LATCH ENGAGES WITH PATENTED TOG-L-LOC SYSTEIA. ONTO VLRiTI'AL TRACK. EACH � ETCH ON1 7 RNTEN. STILE kEND OUISIOEKEYED�E , % STILE VIEW VIEW 'B' C INSroE HANDLE OIJT'S10E KEYED LOCK SNAP LATCH LOCK GP'f16N TWO POINT LOCKING INTO TRACK. Fdwrnu BRACKETNuffor Fwn s F FRONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACE n � n END SLOE BOLT SSE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. l��; OPiSON � GLASS OR vnNDow OINDOW t) SCREW p58 Lrtr MOIAFO ASIDE 1/8' ACRYLIC SECTIONN B-8 LITE RETAINER jN1.13/4' PAN HEAD SCREW (to SCREWS PER LITE) 12 GA. GALV. STEEL TOP �sL.IDE . EACH BRACKET ATTACEO W 4 f4z5 6' SHEET METAL SCREWS. ADJ ATTACHED 4• TO TOP BRACKET WYTH (2) 1/4'0/2' BOLTS AND MILS PER BRACKET. 2-1/2- —� -- 5/8' (TYP.) 4�LL C-CHANNEL 16 GA. GALV. STEEL 14 GA GAL.Y. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 14K5/8' SHEET METAL AND (2) 1/4' /4' SELF TAPPING SCREWS. (SEE VIEW '8') ONE 4' TALL x 16 GA. C-CHANNEL PER DOOR SECTION. (Si 1/3/4* SELF TAPPING SCREW PER STILE LOCATION. VIEW -D 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ON TB' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION (1/4'x)ATTACHED J//4' SELF TAPPING SCRIMS CTWO WITH (3) SCREWS TO DOOR. ONE SCREW TO C-CHANNtQ. -13 GA. GALV. STEM BOTTOM BRACKET. ATTACHED WITH (2) 1448- SHEET METAL SCREWS. ALUMINUM EXTRUSION At VINYL WEATHERSTRF. ii'li, �i'. 1� , . •,, . 1' DOOR OVERLAP (EACH SIDE) 2x6 YELLOW PINE 12 GA, MY. STEEL TRACK BRACKETS FASTENED 70 WOOD WYS OOD JA WITHS/HOT 70sEXCEED 1 STOP MOULDING BY DOOR INSTALLER CID SUIT) - 18 GA, GALV. STEEL. PAINTED END STILE j- 18 GA, GALV. STEEL DOUBLE END STILE 20 GA. GALV. STEEL. INTER WITH ONE 1/4'x5/8' DOLT Ao NWT 6b .HINGE -_ . ---. -- OR TWO 1/4- OK RIVETS. 2- DLA LONG STEW. 10 BALL STEEL ROLLER. PREPARATKMN, �IMI-j OTIIiRS. IAMB CONFIGURATION SECTION C-C T) ff THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK T iTHE 2x T2RED YE E HORIZONT�(GRADE / M85. BETTER) JANO LOAD FROM THE DOOR CTOPJAM 2) ALL JAMB FASTENERS MAY BE (BUT NOT RE00RED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGSSTUD WALLS DOOR OP04040 SMALL BE FRAMED SOLID BY Nat LESS (()) ) OR (3) 2x6 (UOt1FP 8 ) PRESSURE TREATED GRADE (2 OR BETTER Wtiob STUDS OF AgSTRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F j. MA) STUD WALLS 70 BE CONTINUOUS FROM FOOTING TO TIE BEAMS, BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT FORCED BLOCK WAIL OR CONCRETE COLUMN. BLOCK WALL CELLS SNAIL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING ARID INTO TIE BEAMS ALL BARS SMALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS NO MICRETE COLUMNS TO BE DESIGNED 13Y THE BUILDING ENGINEER OR ARCHITECT OF RECORD. �.'�•'�L•P.I��I��I,T;Z�I'►i�Ti�%yliii�i�>171►��t/%«iL��il at HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. ,ar FiQ1]�iZli ' • EiQ3i[fli TYP. 2-1/2-x12 GAS GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRKTS PER SIDE FOR DOORS UP 70 7'0' HIGH). (7 TOTAL 8RKTS PER SIDE FOR DOORS UP TO 8'0' HIGH). bt= DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION HORIZONTAL (TOP) ,LAMB (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERT1C& JAMB ':[w;3•y>:igy:ll;1!A� IvEJQ.1��i4'�a?1:.g1)ti•�L9a,',a/!:;a:y::Nt:}Ill f��1��•Z a:•f •< 1 ) ■l!i;RgUg9:7il��i�t�1�7�:�?`ia�a�ia�.)E'.IaIi1/�a«::. WAM %tV0lFW. P.E. RAI:O:t PE 048495 NORM OW40LM P.0 j23&V THIS DOOR MEETS OR I, DOOR MEETS OR EXCEM 114E DESIGN LOADS FOR THE WIND SPEEDS tJ$tiD BELOW LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING To THE 2001 FLORIDA BUILD" ACCORDING TO THE 2001 FLOIWA BUILDING CODE 9i FOR THE FOLLOWING CODE (ASCE7-98 FOR THE FOLLOWING COHI 1) AREW I -ENCLOSED MDG.. CONDITIONS: 1) ENCI 2) DOOR 2) DOOR HAS 2 OF WIDTH IN BUILDING S HAS 2' OF METH IN BUILDING S END ZONE, END ZON 3) L1SE ACTOR OF 1.0, 4 ANY 3 FACTOR OF 1.0, 4 ANY ROOF SLOPE. AND 5) 5OX SAFETY FACTORWIND SPEED L6+F! r., 110 120 1 1201 130 WIND SPEED(MPH) S 130 140 1 1 W E XPOSDRE LEVEL S or G B C B EXPOSURE LEVEL B a C B C B MEAN ROOF HEIGHT 30' 30' 15' 30' MEAN ROOF HEKWT 30' 30' Iv 30' Cb" &m" Proaw.tx 0-00lr 1w t t" It-- 0. A 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). CA W Z O > � � w W _ N J Q a U) 7:1 w o Z x 03 O 1� 3 llc� Q S • 1^� G 5 a SHEET NO.