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PLANSGENERAL NOTES 1 Tr , s STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA Bul' ,LNG COOE 1 394 EDITION FOR OAOE COUNTY. ALSO FOR WINO LC -OS AS PER ASCE ' -88 USING CORRESPONDING LOADS. 2 A NCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. A 'CHOR EUBEDUENT TO BASE MATERIAL SHILL BE OEYONO MALL DRESSING OR STUCCO. 3 ALL BOLTS. NUTS ANO )HASHERS SHALL BE ZINC PLATED CARBON STEEL. 4 ANC ORINC OR LOADING CONO TIONS OTHER THAN THOSE SHOmt IN THE'.E DETAILS ARE NOT PART OF THIS APPROVAL. rDOOR NE041 5' -9 `1 SECTOI 1e. 3 Sams 21 - 7' covsisls .21r z staurs 1e' 2 SECIIors 2s 4 SECTUts 21' - i SCIONS Is - 7 ' - 9' a % onn 15" 1 SECTION j1" 5' 13 :cos 18'12 SECTIONS 21 s• -3 2 SECnOwS +8'13 %Cr10N5 21 -s r SECT°. te 4 SECrr,Ns 21 - 1 5 SECTIONS j1. 9' 4 SECt1011S 9 -3 3 Sams 18' 1 %COIN 21" - 4 SECTIONS 1 5 . 12 S(CA)NS 21 9 -9 3 Strom 15' 3 stcrio 5 21- 10 ;2 SECTIONS 13 4 SECTIONS 21 10' 1 SEaOt 15' 5 SECTIONS 21 10' - 5 SECTO+S 2 - 1 O -9 5 SEcr.s 15' 1 SECTIO4 21 1 1' 5 SECTIONS 15 stcrrirS 21 - 1C 4 SECTOnS 15" 3 SECTIONS 2V 3 SCao6 15 4 SECT:CNS 21 I I' -9 t2 scaorS 15•IS SEc'c..S 21 12' 1 swats 15 "15 SECTIONS 2t 1 2' -3' 17 SECTIONS 21' 11' -S IS SECT ads TS12 SEcTKNS 21' 12 - 9' 15 Slao6 1S• 3 SEcoi5 21 13' 14 SEXTONS 15' 14 %outs 121 - 1 3 • -3' 13 scram 15' 5 scrims 21 12 %M INS 15' 5 SECTS 21' 11 O. SECT )4.1 7 %COWS 21' SECT ONS 21' - SCIONS le" 3 SECTIONS 21" 3 SEL71:7f5 15' 4 a 21 u ._ 9 . 15 SELTi: ; 13 sc '1 3 SEatus 17" 8 Sams 2 '2 SECT mS 15' 7 SECTIONS 21 f strut 15" 13 SECOCNS 21" 9 SEaa6 21• - 1 F 1 SECTIONS 15' 4 St'oS 21 0PTCli . STOP MOULDING ETY 000R INSIALLER1 STEEL TRACK BRACKET FASTENED TO W000 .1A118 WITH - ONE 5/16 x 1 -5/3 LAG SCREW SQUTHERN PINE 0.55 S -C. 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 4 J 14 CA GALV. STEEL TRACK kx .e- rr.�c�I _t =try o, ATcq •.- . w/ 1/4 -20 x 5/8" T'.USS HO. SLOTTED IA.S. & LCl2K NUT �J OUTSIDE HANDLE ti 7/16' PUSHNUT 1 NST UED ON MUIR SHAFT CENTER STILE OUTSIDE KEYED LOCK LOX $AR LOCKING SHOWN 1 14 x 1/2" SUS 4 PER HINGE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOUR 1/2" X 1 -3/4' X 1/16" VERT. ALUM TUBE -GLUED 1'O PANEL AND SECURED TO ENO STILE WITH 3/16" POP RIVETS ® 12' O.C. 1 -7/8" X 2 -5/8" X 15 GA. STEEL CENTER STILE LOCK BAR GUIDES INSTALLED ON END STILE 7 X 7 GALv. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 14 CA. GALv STE_L END ROLLER HWCE w/ ( g t4 1/2' SUS LOCK 2/ DOOR / 14 X 5/8" S.M.S 2/ HWCE 14 CA. Gtr +. STEEL) CENTER HINGE SECTION_ 0 -8 0 i' C ROLLER 1 -11N :;: SPRING LOADED SLIDE 3017 CK (13O1H SIDES) FAS1ENED w/ (4) 1 14 =/3 5.U.5 5/8 _ !BIN. LOCK ENGACEt1:N' CONFORMS TO SFBC 3603.2 RECAP.DIN1 ;AR-GE DOI.RS '7 GA FEEL r P.;p RIVETS [ OPTIONAL VENT MAXIMUTA OPENING AREA 80 SO. IN. 3/4" X 2-1P" x 18 GA. STEEL ENO STILE. CENNTER STILE ll MAT:. DOOR W101H 9 -0" INSIDE ELEVATION iirk1SEU PANEL EMBOSSED DOOR 5/16" HILTI SLEEVE ANCHORS OR ECUAf. 1 -1 /2" Mw. EMBED INTO MASONRY 1 PER BRACKET Engr: OR. H11I4‘YOt tr FAR000 SIR FL3 RE /' 15557 � ) B 8 cN a 4 0 DAB DOOR MODEL 824 MAX. SIZE 9' -0' WIDE X 15 HIGH DESIGN PRESSURE RATING - + 53.0 PSF — 80.0 PSF INS DRAwINC IS PROPERTY OF 0A8 DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED CO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING APPFGVEO AS CC3;Ft l �.i3 Willi WC SCUT? Fl SIOA EUiLDING CODE DATT VJC =�>� ZL _ 19 ' a L J ' I �o - CT IIW Z rl IL) L W I a O ° C4 CC I� J h U ; C44 O r c c 0 v b z o P m O C P 0 n 0 • 1 0 • PRODUCT CCNT?OL DIY:S O. ' 11 COD: CO ",:FL;haCE Of F ICE r 4nnt� •' B U,.OIho .itt u-) 9 drawing n o. 1 QC!- r•Qnl.il7 I j) she 1 o 2 DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2N0 3RC14TH 15TH 81 82 83 84 85 1 86 87 88 6' -0" 13" 18113 18" N/A 1 •• 1 1 - 3/4" 23" 3 4 5" 56" 67" - 6 - e" 21" 18" 19" 21" N/4 i'• 11 - 3/4" 23" 34'• 45" 56" 67" - 7' -0.. 21 .. 21.. 21 "J21" N/A 1'• 11 -3/4" 23.. 34" 45" 56" 67" 78 -1/4" 7 -6" 18" 18' 18'18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 3 -0" 21" 18 18" 12 12 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4 HORIZONTAL REINFORCEMENT 1 /2" x 1 -3/4" X 1/16" ALUM TUBE , GLUED TO PANEL ANO FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 1/16" ALUM TUBE CUT TO MISS RIB CLUED TO PANEL ANO FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL 2" 1£ ;T1ON A - Pop RIVETS 14 GA. CALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/16 -18 x 3/4" HEX HEAD u SCREWS Fi NiiTS 12 GA. CALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (6) # 14 X 5/8" S.M.S li 18 GA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS t) CENTER OF TOP SECTION TRUSS FASTENED TO ALL VERTICAL STILES w/ two # 14 x 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDEO POLYSTYRENE INSULATION 8Y APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. # 98- 0409.04 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (4) # 14 X 5/8" Sus MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING OUALRY 0 -40 MIN. YIELD STRENGTH = 34 KSI WITH PRI'AER ANO BAKED - POLYSTER PAINTED TOP COAT APPLIED 10 BOTH SIDES OF STEEL FLAPS BENT OVER PANEL 1/2" PUNCH HOLES ® 4 O.C. 18 GA. X 2 -1/4' X 2" CALV. STEEL U.BAR REINFORCING TRUSS ® 80TTO1A OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES w/ Two 14 X 5/8" S.M.S. 12 CA. CALV. STEEL BOTTOM BRACKET FASTENED w/ (4) 1 14 x 5/8" SUS BOTTOM SEAL .U.)9 ALUM NL iE" • WITH (2) 1 /8 X 1" 5.M.5. AND RUBBER WEATHERSTRIPPING - 5LC1ION5 ARE N UMBE RED STARTING AT THE BOTTOM FOR DOORS MORE (!•IAN 8 FT. HIGH USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE .4\10- CRS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 24 CA. STEEL PANEL END STILE IrnJ L,v:..rirV 14 rss ,r Ln I, Vr V110 VJVrt: ,..�.. COPYRIGHT 1998. TRAOEMARK PR01ECTEc 00 NOT REPRODUCE WITHOUT WRTITEN CONSENT. 2• -I/2" x 4 -1/4" x 13 CA. STEEL PLATES WEI.DED TO 1- 1 /2" x 1-1/2" :< 14 GA. ANGLE PATENT PENDING 7 co m m M - f! m1 TRACK CONFIGURATION CAST ALUM. CABLE DRUM C / ORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 1 2" 14 GA. CALV. STEEL TRACK WOOD FRAME BUILDINGS STUD 'HALLS OR DOOR OPENING SHALL BE =RAVED SOLID BY NOT LESS THAN (3) 2X4 PRESSURE TREATED GRADE 2 OR BETTER w00D STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS 10 PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED 10 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 - 3/4' EMBED AND A SPACING OF 10 0.C. OR 3/3" DIA. HILT( SLEEVE ANCHORS, 1 -3/4" 41N. EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND' REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 2" X 3 -1/2" X 12 CA. TRACK BRACKETS 2 -3/16' HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engr: 0 . 1 IL•MA '9UN- ,FAR000 t S TRUCTURES, FLA. PE.', 'f55579 • ,' f f• ja •i . HORIZ. TRACK SUPPORT APPROYD AS COMPLYING MTH THr SOUTH FLrRIDA. BUILDING CODE F DATr �G �� 2Z 19 D 6't PRODUCT CONTROL DIV3:0N CO w 0 c. ) U Z ii O N ca 0 r•1 W Q It Il 1- 00 rn p CC ■ Z ') Q rn w ,- I J R 4 C1 1 0 r ) N c 0 N J c 0 V h 0 0 0 0 c 1 - a c 0 u 3UILDIrtiu^ C ODE COMPLI OFF;C ) drow�na n �qn , , f no. _ l. 1 hIGET IrTt [ r,G. >ti 98 _0 J ( sheet 2 of 2 1 w.rri.,+.k B FORD CO 1774 W. Flagler Street MIAMI 36, FLORIDA Telephones: 9-3508 82.0027 I HEREBY CERTIFY that the attached sketch represents a su rvey mado under my direction and true and correct to the best of myi ef. There are no encfoas `na'g ex 4 u3, • RE S, ERED• LAND S )RVEYORS . 421 ,'__ STATE OP FLORIDA zt741 6, , P Ved 6 "e'% for ie /e:?//,,c /or ?6% B oo< /' /_ 4 8 5 r /:,A/ rle, . According to the Plat thereof as recorded in Plat Book " /Q, Public Records ofDade.County, Florida." For P;?// � �" Uq" � �./ Date ‘At/ e /Q; /a 411:3 at Page 3