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00-1236-002 METAL TRUSSES BY DYNABILt ROOF PRESSURE AT 48' ON CENTER 12 -- - -313.0 P8F (UP) ����0G �(_312,tAgC) - PATTERN GALV.STL.STRAP ATTACHED TO MTL. 3/4' GDX PLYWOOD W/8d 0 METAL TRUSSES BY pYNABILT METAL TRUSSES BY DYNABILT - 90 SLATE STUDS W/(4)I/2'X*10 SELF TAPPING y TECHNOLOGY INt L. MINE 18. 1' LONG ro �•C SCREWS. 5-12 RIBBED BUGGLE HEAD SCREWS. (2)REQ'D.EACH 12 - I 4 2' GALV.MTL.DRIP EDGE + + ULATION / I I t0 I'X2' NAILER W/12GA. + RING SHANKED NAILS I' cam, I / LONGe 6' O.C. + c� 1 / i I 1/4' HARD PANEL I I A= 1�.8 SF I I P= 45.1 PSF I I 5/8' TYPE 'X' G.W.B.ON IX4 FURRING ATE DESCRIPTION BY / I / P= -(01.5 PSF I I STRIP a 16' ON CENTER j \ 3'-D,l --- ------ ---- --- -- ---- ------- ------------------------ NTS I r A= 11.8 SF A= 1-1.8 SF C �° 2X4 WOOD RUNNER TO STEEL TRACK P= 45.1 PSF P= 45.1 PSF W �J U EEL. EEVO SOIL STATEMENT S2FFIT FASCIA AND VENTS Wr°8x2 I/2' METAL SCREWS. 1.5 PSF P= -(o 1.5 PSF - SOIL OBSERVED TO BE SAND AND Q•/FT/ PER VENT EA. � ROCK �Y/BEARING CAPACITY OF OF IT WALL NAM W 5/8' TYPE 'X' DRYWALL ATTACHED SCALD 1/a• = 1'-0• E A 5 T S I M 1 L A iR ®_ 2000 PSF BY VISUAL INSPECTION MIN "8 I8. I' LONG 5-12 RIBBED BUGGLE HEAD SCREW W/SCREWS 9 8' O.C. SCALE. 1/4' = 1'-0' SCALES 1/4' = 1'-0' 3 5/8'XIEGA GALV.STEEL WALL BY pYNA81LT At I6 O.0 3' DIAGONAL STRAPPING FROM RNE NAI INCxS o 0©,C TO R 4 SLAB MIN "8 18. 1' LONGX323' HD HI-LO a a 5-12 RIBBED BUGGLE HEAD SC WS. 5 .f C I r? AFOR BARRIER 6 MIL VISQUEEN 1/4' HARDI PANEL OVER 1w ' j=' - '-1 '7CA ' 3/4' CDX PLYWOOD _ =S$ R-20 INSULATION +� 39-0223.01 �L'-- NOTES RUNNER TRACK 3 5/8'X 18GAX1 1/2' HI-HAT BRACING 1 1/2'X20GA ON 1.ALL LIGHT GA.STL.MEMBERS "- TOP AND BOTTOM v L • OF BOTTOM CHORD CONT. ATTACH ARE FORMED FROM ASTM GRADE � ` WITH (2) 010 TEKS AT EACH TRUSS. A 33000 PSI STEEL CEIVING CHANNEL ATTACHED W/POWE 453 (lb) 2.STL.TO STL.FASTENERS TO BE ACTUATED FASTENERS 5/32' DIA.a 6' 0. 1.12'1 SELF TAPPING MTL.SCREWS 11/4' MIN.PEN.W/25X125' WASHER5612-24 PER STUD 3,FILL AND BASE PLATES TO BE TECKS OR EQUAL ANCHORED W/ 1/2' ANCHOR BOLTS CONT.BEAD GASKET MOISTURE BARRIER cv -9 48' O.C.MAX.T EMBEDMENT. O ��� WIND LOAD USE 2'X2'XI/4' THK STL WASHER-\\ 4' GONG:SLAB W 16'X(o'-10/10.: 1,450 (1b) WWM ON MECH.COMi ACTED FILL J-04 J-03 PER TRU55 FINISH GRADE T-01 WALL PRESSURE I6'X24' CONIC.FTG. PLYWOOD FASTENER56 6" O.0 ZONE 4 W/205 DIA.BARS CONT. METAL TRUS ES BY DYNABILT 1 5/8 HI-NAT 20CA 24 O.0 -45.0 PSF 42.3 PSF 3,-0tl + FASTEN AT EACH ROOF TRUSS W/(2) ZONE 5 TECHNOLOG INTERNATIONAL + 012 TEKS -54.6 PSF 423 PSF 1�-4� O.H AT 48' ON C ENTER + + 12 12 + 3 3 + +-4- + � LJ T-01 L , I SCALE: 1' = 1'-0' - TRUSS CLIP ANCzLE 2"X2'X3 1/2'X16C-sA IIIIII II II W/(3) 010 TEKS IN EA. LEG I W(NDOW 5CH DUL= J-04 J-03 SIMPSON MT512-12 HURRICANE TW18T MK DESCRIFTION T rf=E RE AR<5 ": A 1 -�0 X 31-011 - LOUVERS TIE (2) EACH 16C�AX1 I/4 WIDEXI2 !� INSTALL (4) 010 TEKS EACH SIDE OF 0 -' TIE DADE COUNTY 93.0302 CORNER TOP CAP SPLICE PLATE 3"X6"X IOGA DOOR SCHEDULE STL. INSTALL WI(0) 1110 SD TEKS. 1"IIG S f ZE TK I<'E1„I,4RK5 • INDICATES TIE STRAP 1 3'-0" X 6'-8" 1 3/4" METAL DR. LOCATIONS O M N FL.A�, N. L. SCALE: 1/4' = 1'-0' SCALE: NTS PAN 5 C H E ID U L E N I=AN NO. E1=- 1 OE­4 AREA SEIRVED TOILET \ LOCATION CE IL INCA � M 60 E-' T'�J'FE DIRIYE DIRECT t IMP RATING EI-ECTRIC CH ARACT. 120 1 -60 Q MANUFACTURER NUTONE/QT 150 w O ACOUSTICALLY INSULATED HEAVY GAUGE GALV. EXH. DUCT UP STEEL HOUSING I TO ROOF CAP I WHITE FINISHED INTEGRAL ALUM. GRILLE BACKDRAFT DAMPER DRAWN BY JAM CEILING LINE— CHECKED BY Q MOUNTING BRAKEfS (AS REQ'D) HB ti caJ 48 home Wore you as DATE a 09.29 00 PROJECT NO. 00-02'2 CEILING EXH It's NO. Its the Law! 1-800-432-4770 >> , surmt*s I om w d Flo,ld4 OF TWO �(Ji. • ..n V 1IX 1