36030 Shady Bluff Lp Lot 17 - Laserfiche WebLink

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J ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W1 oo AND I�TF�E �At1�VE (ALOt�GkfZM'ER) OPTIONAL 1/8' ACRYLIC OR LITES AVAILABLE I A (SEE SE TON B-B) ` --" A L- OPTIONAL OUTSIDE KEYED LOCK MAX. DOOR WIDTH - 16•-2' INSNIF�FVAIIONS DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS((�SFgWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) -SECTIONS (h10T SHOWN) NOTE 21 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE F43PORSORM OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. SHF LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH 0-40 CALYAN82ING, BAKED -ON PRIMER AND A AP TO BOTH�SIDESP F TOPA&MSTEEM SMOLT. '6 GA. PAINTED END SMILES ATTACHED TO DOOR SKI! WITH PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM h CENTER). 18 GA. GALV. DOUBLE DO STILES ATTACHED TO TOP AND BOTTOM RAT. SNAP LATCH ENGAGES WITH PATENTED TOG -I -LAC SYSTEM. ONTO VERTK'AL. TRACK. ONE SNAP LATCH ON EACH SIDE GF INTER. STILE OUTSIDE KEYED�--W%OE ENO �. VIEW 'B• HANDLE STILE VEIN •� HANDLE OUTSIDE KEYED LOCK SNAP UTCH LOCK OPTION TWO POINT LOCKING INTO TRACK. BRACKET USED FOR trlTTrx. oaaa IF rmn vs, ;i %_ "M-m END SLIDE DOLT " LOCK ENGAGES INTO VERTICAL TRAM ONE LOCK ON EACH SIDE �$ OF DOOR. LOGO OPTION a ,• t. I� �I� •r a HILL •. IF`. •. . TOOL• ,.w. .�• OPTIONAL 10 SCREW DSB GLASS OR WINDOW UTE MOLDED INSIDE 1/8' ACRYLIC SECTION B-e LITE RETAINER #Sx3/4' PAN HEAD SCREW (10 SCREWS PER LITE) t 2 GA. GALV. STEEL. TOP EACH BRACKET ATTACHED W 4 f4x5 8 $ HEET PETAL SCEtEN" AW ATTACHED Ft TO TOP BRACKET WITH (2) 1/4'xt/2• BOLTS AND NUTS PER 1RtACKET. 2-1/2' vrc�r5/6' (TY►'•) 4 TEAL. C-CHANNEL 16 GA. GALV. STEEL 14 GOL GALV. ROLLER HINGE. EACH HINGE _FASTENED TO ENO STEAND (2) 1/4.1/4' SELF TAPPING S=V& (SEE VIEW 'B') ONE 4' TALL x 16 GA. C-CHANNEL PER DOOR SECTION. ( (1) 1NEW3/4' SELF TAPPING SCREW PER STILE LOCATION. 1-1/4' WOE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ON If WIDE DOORS. EXCEPT (88) STRAPS ON 2N0 (LOCK) SECTION (SEE ipmWITH (3) 11/4'x3/4' SELF TAPPING SCREWS ELVAYM). EACH(TWO SCREWS TD pDODRR. ONE SCREW TO C- _ATTACHED WITH (2) #11444/6- SHEET METAL SCREWS. ALUMINUM EXTRUSION h Yuri WEATFER5TRF. #14x5/8' SHEET METAL SCREWS LNR TOP BRACKET DOUBLE HORIZONTAL O TRACK O O O 1 4'x3 4' SELF DOL B c TRACK9T SCREWS. LOW HEADROOM OPTION 14 GA. I]ND HINGES 18 GA INTERMEDIATE HATE NEW 'B' VIEW 'c• 1' DOOR OVERLAP (EACH SIDE) 24 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH 5/16'xt-5/8' LAC SCREWS NOT TO ocCEEO 14' O.0 STOP MOULDING BY DOOR 96-MI ER (TD SNIT) • 16 GA. GALV. STEEL PAINTED END STILE ,-- 18 GA. GALV. STEEL DOUBLE END STILE 20 GA GALV. STEEL INTER. NUT OR PUSHNUT ED ON ROLLER SHAFT 2' HALM. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. L 14 to, UALV. SILGL KV{LLK \ FASTENED TO Eta 57aEs EACH W 4) TRACK ATTACHED TO EACH BRACKET 14x5 6' SHEET METAL SCREWS 2 1 4 ' SELF TAPPING SCREWS PER WITH ONE 1/4'x5/8' BOLT do MIT O HUGE OR TWO 1/4' DNA. RIVETS. PREPARATION OF JAMBS BY OTHERS_ 2' OW LONG STEM, 10 BALL STEEL ROLLER. SECTION C-r JJ�$I TO SUPPORTING STRUCTURE ATTACHMENT 1 ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL YELLOW PINE (GRADE #2 OR BETTER) JAMBS. 140 LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE WOOD FRAME BUILDINGSTUD S OPENING SHkl BE FRAMED SOUD BY NOT LESS THAN () ) OR ((3) 2x6 tE TOf Oa16'21Vx8-H) PRESSURE TREATED GRADE 12 OR BETTER WOOD STU05 OF A9STRESS GRADE NOT LESS THAN 12DO PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.). STUD 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. BLOCK 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 COLUMHS TO BE DESIGNED BY THE BUILDING ENGIEER OR ARCHITECT OF RECORD, 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. 4)Ciltl]i E:eytz•� TYP. 2-1/2'xi2 GA. GALV. STEEL TRACK BRACKETS, DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRICTS PER SLOE FOR DOORS UP TO 7'0' HIGH). Q TOTAL BRKTS PER SIDE FOR DOORS UP TO 8'0' HIGH). bW& DOCK LOW HEAMEROOM'RAiIS AVAILABLE AS AN OPTION JAMB (t LOADKFROM )DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB ------------- � a�.. • • r • «a a• as ..�!! r., Brii €i�iT'��i= .,: _ �r,N.a. .SELL. . ! «:.� .�r�iCs►lllir>3(l�i1T7�� (•d3':•� H• h �';l!.�N�rlL��l�iYli7.1 70¢+.IyA17/ A '•.:� • Hl I�-��.�1j�t: fir: ��TTJ�'. ii)1 (• 'i!1 ■ _,Rr ::'r:7ala)•I'iL��'JC.)I�'_Ef �Tl:.a,)Tit+.aa Axf_�:« ::J•:[•]Y. t�I)!'�E��= ! L.,! �. MA.t WESMW1DA. P.E. Ht. "A PL #484" NORTH 040M Pt #23N2 THIS DOOR MEETS OR EXCEEDS THE DESIGN THIS DODR MEETS OR omms Tw DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW LOADS FOR THE WIND SPEEDS LSTW BEtDW ACCORDING TO THE 2001 FLORIDA SURD" ACCORDING TO THE 2001 FLORIDA BUILDING CODE fH8 FOR THE FOLLJTMING CODE JLSfE7-98 FOR THE CON 1)yLLY-ENCL.OSEO 1} 2 DOOR 2) DOOR HAS 2 OF VA iN BLALDIOS HAS 2' OF WIDTH IN BLUEING S END ONE, END ZON 3) USE ACTOR OF 1 A. 4 ANY 3 FACTOR OF 1.0 4 ANY ROOF SLOPE AND 31 50X SAFETY WINO SPEED MPH 1 110 120 1 130 WIND SPEED 1 130 140 T 150 Lk1+El B ar C B Cl B EXPOSURE LEVEL 6 or ClI B I C I B I MEAN ROOF HOGNTI 30' 1 30' 1 15-1 30' MEAN ROOF HEIGHT 30 1 30' 1 IWI 30' TM arcagwnwda d.pktAd t•w* an ttw aoM 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. ORiGWAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). V/ Z O o > O W w N J Q a w Z Cq it O Z O o O q N • .� O 5 a SHEET NO.