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00-1236-006 _ _- METAL TRUSS>=S BY D'fNABILT ROOF PRESSURE aT 48' ON CENTER 12 -39.0 PSF (UP) YWO0 A C� ATT - 4�— 3/4' COX PLYWOOD (32/16)W/8d GALV.5%.'`TRAP ATTACHED TO MTL. - - --- 0 METAL TRUSSES BY DYNABILT , METAL TRUSSES BY DYNABILT I I J y 0 W SLATE STUDS W/(4)1/2 X10 SELF TAPPING d TECHNOLOGY INT'L. I ( fI I �'! MIN X818. 1' LONG f0 O; I C SCREWS. 5-12 RIBBED BUGGLE HEAD 1OCREWS. (2)RGl'D.EAG�I = -- - 1 4 12 -- - i I I I 2'GALV.MTL.DRIP EDGE TO 1'X2'NAILER W/1ZGA. + + ATION RING SHANKED NAILS I' 1/4' HARD 1 PANEL LONGa 6 OL. A= 1-1.8 SF I I P= 45.1 PSF 1 1 5/8' TYPE W G.W.5.ON IX4 FURRING ATE DESCRIPTION Hy I f STRIP a 16 ON CENTER P= -61.5 PSF 1 I 3'-0" \ / --I / -- ---- ------- ------------------------ NTS A= 1l.8 SF A= 1�2 SF P= 45.1 PSF P= 45.1 PSF 2X4 WOOD RUNNER TO STEEL TRACK 1 y e SOIL STATEMENT SOFFIT FASCIA AND VENTS PENT EA. W/�8X2 1/2' METAL SCREWS. P- 6 .5 PSF F'_ -615 PSF SOIL OBSERVED TO BE SAND AND OF EXTERIOR PALL NAUS P SCALES 1/4' a 1'-0• ROCK T/BEARING CAPACITY OF MIN 0818. IN LONG / 5/8' TYPE 'X' DRYUTALL ATTACHED E AST -S I M I L.AR 2000 PSF BY VISUAL INSPECTION S-12 RIBBED BUGGLE HEAD SCREW W/SCREWS ® 8 OL. 3 5/8'XISGA GALV.STEEL WALL BY SCALE. 1/4' ■ 1'-0' SCALEi 1/4' ■ 1'-0• 'DYNABILT' AT 16' O.0 q 3' DIAGONAL STRAPPING FROM RUPNE MAILINGS ro o-c: TO BLAB MIN 0818. I' LONGX323' HD HI-LO 5-12 RIBBED BUGGLE HEAD SC WS. AFOR BARRIER b MIL VISMEEN a L V4' HARDI PANEL OVER 3/4' CDX PLYWOOD R-20 INSULATION ✓– OCA On-0223D1 Lr NOTES HI-HAT BRACING 1 1/2 X20GA ON TOP AND BOTTOM v �' I.ALL LIGHT GA STL.MEMBERS RUNNER TRACK 3 5/8'X ISGAXI 1/2' OF BOTTOM CHORD CONT. ATTACH ARE FORMED FROM ASTM GRADE WITH (2) 010 TEKS AT EACH TRUSS. A 33,000 PSI STEEL CEIVING CHANNEL ATTACHED WiROUJE 453 (lb) 2.STL.TO STL.FASTENERS TO BE ACTUATED 4'MM.PEN.FASTENERS 5'32WASHE�12 PER STUD 1/1'X010 SELF TAPPING MTL.SCREWS ��g OR EQUAL I; 3.FILL AND BASE PLATES TO BE IS ANCHOREp ILV I/Z',ANCHOR BOLtB CONT.BEAD GASKET MOISTURE BARRIE crl a 48' O.C.MAX l' EMBEDMENT. USE 2'X2'Xl/4' THK STL WASHE WIND LOAD WWM ON MEOW. ACTED FILL 1,450 (lb) J-04 • J-03 PER TRUSS FINISH GRADE 0 A NJ WALL PRESSURE 16'X24' CONC.FTG. I, T-01 PLYWOOD FASTENERS 6" O.0 ? 1 5/8' HI-HAT 20GA 24' O.0 ZONE 4 WlZ15 DIA BARS CONT. -45.0 PSF 42.3 PSF /METAL TRUE S BY DYNA51LT + FASTEN AT EACH ROOF TRUSS W/(2) ZONE 5 1'-4' 3 -0 TECHNOLOG INTERNATIONAL + 412 TEKS -54 6 PSF 423 PSF i O.H AT 48'ON TER + + 3 12 12 3 + + + T-01 1 I 1 SCALE, 1' = 1'-0' 1 TRUSS CLIP ANGLE 2'X2'X3 1/2'Xl(oGA J-04 J-03 W/(3) 010 TEKS IN EA. LEG WINDOW 5GHEOUL_ E I; 1"IK DESCRIPTION TYPE REi"IARKS `%4 `t �� TIE SIMPSON EACH 116GAXiHURRICANE I RI' WIDEX1218T A ' 6" X 31-04 LOUVERS 0 INSTALL (4) 010 TEKS EACH SIDE OF TIE DADE COUNTY W.0302 CORNER TOP CAP SPLICE PLATE 3'X6'X18GA D OO IR S C t 4 E D U L-E STL. INSTALL W/(8) 010 SD TEKS. 1"iK S 1 ZE TK RE"1ARKS • INDICATES TIE STRAP 1 3'-0' X 6'-8' 1 3/4' METAL DR. LOCATIONS O 0 N A N SCALES 1/4. 1'-0' � SCALES NTS -- AN 6GHEIDUL_E FAN NO' EF- i � APPROVED �Y AREA ei"RVED TOILET MIAMI-DARE COUNTY FIRE DEPARTMENT LOCAT I�;)N CE I L INCA � SPK ©LOG. PERMIT ON-SITE CFM �O TYPE D; .IYE DIRECT WATER MAN E!XT>=NSiON -- , oA n Z BY ��.� AMP RA r INCA .6 � ®� -...---.... .-.-----rw.-..- -...,...�....-.�.. ELECTRIC CNARACT. 1201-60 Q il MANUFACTURER NUTONE/QT 150 O ACOUSTICALLY INSULATED EE a HEAVY GAUGE GALV. TOHk DU CAP STEEL HOUSING WHfTE FINISHED INTEGRAL ALUM. GRILLE �� BACKORAFT DAMPER r+•+i>"�R-�r ^�^ + . . , DRAWN H I JAM CEIUNG LINE CHECKED BY MOUNTING BRAKETS (AS RED-0) - HB Ca140 hove b•lan yw do a DA'Z'E 09-29.00 PROJECT NO 00-072 x� �y"�1P SLY�I I ♦45/` ;; ' � �•#*`;T, ' � EI ING ,E:XH. FAN DETAIL , DRAWING: NO. Its the L�,wl '� C ;4'' 1-800-432-4-nO OtU 01r 011 d