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05-1359(3)-011PREFAB. WD TRUSSES @ 24 O.C. (MANUF. TO SUBMIT SHOP DWGS FOR ARCHITECT APPROVAL) _ 12 n'pi�q1 4 RDOF FIBERGLASS BATT INSUL. (R -30) 1/2" TYPE "X" GYP. WALL BRD. CLG. ON 1"x3" WD FURRING 1"x4" P.T. CONT. NAILER 1"x4" P.T. CONT. FIRE STOP. STANDARD HOOK CONT. CONC. BEAM (SEE STRUCTURAL DRAWINGS) CONT. FIRE STOP. CEMENT TILE ON HOT 90# SLATE MOPPED 90# SLATE ON TIN PLYWOOD SHEATHING ON 1 X16 T & G CLG. CAPPED 30# FELT ON 5/8" NAILED W/ 8d NAILS ® 6" PLYWOOD SHEATHING ON 1 X6 T & G � CLG. ON 3X8 EXPOSED WD. JOISTS ®4 "o.c. GALV. TRUSS ANCHOR BY NUII —VUE " NAILED W/ 8d NAILS ® 6" C/C SEAT PLATE & (10)10d NAILS TO STRAP ALL SUPPORTS (TYPICAL ® 12 ALL ROOFS) �Yp�Cq 14 "NU ROOF GALV. TRUSS ANCHOR BY —VUE" p�TC NVHTA10 W/ 6 -1Od NAILS TO SEAT N SEAT PLATE & (10)10d NAILS TO STRAP DRIP ON 1 "x2" P.T. CONT PREFAB. WD TRUSSES @ 24' 8d NAILS ® 4" O.C. O.C. (MANUF. TO SUBMIT SHOP D GS FOR ARCHITECT APPROVAL GALV. METAL DRIP ON 1"x2" P.T. CONT. NAILER (DATUM) (TYP. SEE TOP OF TIE _BEAM FIBERGLASS GATT INSUL. (R -30) VARIES (SEE ELEV.) NAILER W/ 3 ,16d NAILS EACH TRUSS 2 "x8" WD. FASCIA W/ 1 "x2" 1/2" TYPE "X" GYP. WALL BRD. NAILER W/ 3 -16d NAILS EACH TRUSS CLG. ON 1"x3" WD FURRING 18" X 6" PLASTIC SCREEN VENT 1"x4" P.T. CONT. NAILER (CENTERED BETWEEN OUTRIGGERS) 2, -O, TO COMPLY W/ SECTION 2309.7 OF THE F.B.C. (T P) O.H. GALV. STL. SEAT & HURRICANE ANCHOR AT EACH TRUSS CONC. TIE BEAM (FOR SIZE & REINF. SEE STRUCT. DWG'S) 3/4" CAVITY INSULATION (R -4.1) (TYP. ® ALL EXTERIOR WALLS) 5/8" GYP. BD. ON 1"x2" WD FURRING @16" O.C. 1"x4" P.T. CONT. NAILER (TYP) 3/4 "x6" BASEBOARD (SEE FINISH SCHEDULE) CONC. FLOOR SLAB (SEE STRUCTURAL DRAWINGS) • a a' • • e 2 LAYERS OF 6 MIL. VISQUEEN CONT. CONC. FTG. : (SEE STRUCTURAL DRAWINGS) ' ` 1x6 TONGUE & GROVE WOOD PLANKS 3x8 DECORATIVE WOOD OUTRIGGERS ®24 "o.c. TO BE FASTENED W/ (2) -1/2 DIA. WOOD SCREWS INTO 1 "x6" T. & G. WD SOFFIT AND PREF. WOOD TRUSSES. W/ MIN. 3" EMBED. (SEE ELEVATIONS FOR LOCATION) PROVIDE 9 GAUGE REINF. ® 16" C.C. (TRUSS TYPE) SMOOTH STUCCO FINISH AND /OR DECORATIVE SIDING ON 8" CMU WALL (SEE ELEVATIONS FOR BANDS, REVEALS, AND PRECAST TRIM LOCATIONS) #5 VERT. IN BLOCK CELLS FILLED W/ 3000 PSI CONC. w GROUT (BEYOND) I— _ TOP OF FINISH FLOOR A U EL. - m' -m' (DATUM) o lk m FIN15H GRADE (VARIES) v PROVIDE CLEAN —OUTS AT ALL VERTICAL REINFORCING LOCATIONS TYPICAL ONE STORY WALL SECTION 4" CONC. SLAB COUNTER REINF. W/ # 4 @ I10" EA. WAY #5 VERT IN BLOCK CELLS FILLED / 3000 PSI CONC. GROUT © 40" C/C (TYP.) CONT. CONC. FTG. (SEE STRUCTURAL DRAWINGS) a C a G BBQ. SECTION SCALE : 3/4" = 1' -0" W /2 #5CONT. 8" X 9" CONC. CAP w TOP OF FIN. SLAB 0- _® BBQ. Q EL. - 0' -6 "(DATUM) 0 tX m �r SLIP RESISTANT STEEL NOSING STEEL INTEGRALLY CAST ANCHORS APPROXIMATELY 3" FROM ENDS AT 12" O.C. NOSING DETAIL J Q CONCRETE STEPS NOSING 1/2" Q RADIUS MAXIMUM a 3/4" CAVITY INSULATION (R -4.1) (TYP. @ ALL EXTERIOR WALLS) 1/2" GYP. BD. ON 1"x3" WD FURRING @24" O.C. 1"x4" P.T. CONT. NAILER (TYP) 3/4 "x6" BASEBOARD (SEE FINISH SCHEDULE) . . . . . . . . . . . . . . . CONC. SLAB (SEE STRUCTURAL PLANS) e • 1/2" GYP. BD. ON METAL FRAMING 1"x4" P.T. CONT. FIRE STOP. CONT. FIRESTOP 3/4" CAVITY INSULATION (R -4.1) (TYP. © ALL EXTERIOR WALLS) I' NOSING TREAD (U.N.O.) 5/8" GYP. BD. ON 1 "x2" w o WD FURRING ®16" O.C. D � �v 1 "x4" P.T. CONT. NAILER (TYP) D oII D D � O l) D p D � D SEE STRUCTURAL FOR REINFORCING 3/4 "x6" BASEBOARD (SEE FINISH SCHEDULE) (TYP ) O.N. CEMENT TILE ON HOT MOPPED 90# SLATE ON TIN CAPPED 30# FELT ON 5/8" PLYWOOD SHEATING NAILED TO TRUSSES W/ 8d NAILS @ 6" C/C @ ALL SUPPORTS (TYPICAL ALL ROOFS) GALV. TRUSS ANCHOR BY "NU —VUE" NVHTA10 W/ 6 -10d NAILS TO SEAT SEAT PLATE & (10)10d NAILS TO STRAP 8d NAILS @ 4" O.C. GALV. METAL DRIP ON 1"x2" P.T. CONT. NAILER TOP OF TIE BEAM EL. + 21' -4' (TYP. SEE ELEV.) 2 "x8" WD. FASCIA W/ 1 "x2" -NAILER W/ 3 -16d NAILS EACH TRUSS 18" X 6" PLASTIC SCREEN VENT (CENTERED BETWEEN OUTRIGGERS) TO COMPLY W/ SECTION 2309.7 OF THE F.B.C. 1x6 TONGUE & GROVE WOOD PLANKS 3x8 DECORATIVE WOOD OUTRIGGERS @24 "o.c. TO BE FASTENED W/ (2) -1/2 DIA. WOOD SCREWS (COUNTERSUNK) INTO 1 "x6" T. & G. WD SOFFIT AND PREF. WOOD TRUSSES. W/ MIN. 3" EMBED. (SEE ELEV. FOR LOCATION) ww 4U CL O � TOP OF SECOND FL. m FIN15H FLOOR 3 4" EL. + 12'-0' (TYP. SEE ELEV.) RECE�S CONC BEAM (FOR SIZE & REINF. SEE STRUCT. DWG'S) SEE TYP. CONNECTION DTL ON SHT. S -2 4 1X6 TONGUE & GROVE LG.. 3X8 WD. JOISTS ® 24" C.C. WD. NAILERS (TYP. BETWEEN EACH & EVERY WD. JOIST) CONC. BEAM(SEE STRUCT. DWGS. SMOOTH STUCCO FINISH AND /OR DECORATIVE SIDING ON 8" CMU WALL (SEE ELEVATIONS FOR BANDS, REVEALS, AND PRECAST TRIM LOCATIONS) H I . . A, CO �= 0 E- O C: O s O rE- x � a C%)�Z F W° C -::4 a H E-, V CEMENT TILE ON HOT MOPPED 90# SLATE ON TIN CAPPED 30# FELT ON 5/8" PLYWOOD SHEATHING ON 1 X16 T & G CLG. Q NAILED W/ 8d NAILS ® 6" m � GALV. TRUSS ANCHOR BY NUII —VUE " N SEAT PLATE & (10)10d NAILS TO STRAP #5 VERT IN BLOCK CELLS FILLED / 3000 PSI CONC. GROUT © 40" C/C (TYP.) CONT. CONC. FTG. (SEE STRUCTURAL DRAWINGS) a C a G BBQ. SECTION SCALE : 3/4" = 1' -0" W /2 #5CONT. 8" X 9" CONC. CAP w TOP OF FIN. SLAB 0- _® BBQ. Q EL. - 0' -6 "(DATUM) 0 tX m �r SLIP RESISTANT STEEL NOSING STEEL INTEGRALLY CAST ANCHORS APPROXIMATELY 3" FROM ENDS AT 12" O.C. NOSING DETAIL J Q CONCRETE STEPS NOSING 1/2" Q RADIUS MAXIMUM a 3/4" CAVITY INSULATION (R -4.1) (TYP. @ ALL EXTERIOR WALLS) 1/2" GYP. BD. ON 1"x3" WD FURRING @24" O.C. 1"x4" P.T. CONT. NAILER (TYP) 3/4 "x6" BASEBOARD (SEE FINISH SCHEDULE) . . . . . . . . . . . . . . . CONC. SLAB (SEE STRUCTURAL PLANS) e • 1/2" GYP. BD. ON METAL FRAMING 1"x4" P.T. CONT. FIRE STOP. CONT. FIRESTOP 3/4" CAVITY INSULATION (R -4.1) (TYP. © ALL EXTERIOR WALLS) I' NOSING TREAD (U.N.O.) 5/8" GYP. BD. ON 1 "x2" w o WD FURRING ®16" O.C. D � �v 1 "x4" P.T. CONT. NAILER (TYP) D oII D D � O l) D p D � D SEE STRUCTURAL FOR REINFORCING 3/4 "x6" BASEBOARD (SEE FINISH SCHEDULE) (TYP ) O.N. CEMENT TILE ON HOT MOPPED 90# SLATE ON TIN CAPPED 30# FELT ON 5/8" PLYWOOD SHEATING NAILED TO TRUSSES W/ 8d NAILS @ 6" C/C @ ALL SUPPORTS (TYPICAL ALL ROOFS) GALV. TRUSS ANCHOR BY "NU —VUE" NVHTA10 W/ 6 -10d NAILS TO SEAT SEAT PLATE & (10)10d NAILS TO STRAP 8d NAILS @ 4" O.C. GALV. METAL DRIP ON 1"x2" P.T. CONT. NAILER TOP OF TIE BEAM EL. + 21' -4' (TYP. SEE ELEV.) 2 "x8" WD. FASCIA W/ 1 "x2" -NAILER W/ 3 -16d NAILS EACH TRUSS 18" X 6" PLASTIC SCREEN VENT (CENTERED BETWEEN OUTRIGGERS) TO COMPLY W/ SECTION 2309.7 OF THE F.B.C. 1x6 TONGUE & GROVE WOOD PLANKS 3x8 DECORATIVE WOOD OUTRIGGERS @24 "o.c. TO BE FASTENED W/ (2) -1/2 DIA. WOOD SCREWS (COUNTERSUNK) INTO 1 "x6" T. & G. WD SOFFIT AND PREF. WOOD TRUSSES. W/ MIN. 3" EMBED. (SEE ELEV. FOR LOCATION) ww 4U CL O � TOP OF SECOND FL. m FIN15H FLOOR 3 4" EL. + 12'-0' (TYP. SEE ELEV.) RECE�S CONC BEAM (FOR SIZE & REINF. SEE STRUCT. DWG'S) SEE TYP. CONNECTION DTL ON SHT. S -2 4 1X6 TONGUE & GROVE LG.. 3X8 WD. JOISTS ® 24" C.C. WD. NAILERS (TYP. BETWEEN EACH & EVERY WD. JOIST) CONC. BEAM(SEE STRUCT. DWGS. SMOOTH STUCCO FINISH AND /OR DECORATIVE SIDING ON 8" CMU WALL (SEE ELEVATIONS FOR BANDS, REVEALS, AND PRECAST TRIM LOCATIONS) H I . . A, CO �= 0 E- O C: O s O rE- x � a C%)�Z F W° C -::4 a H E-, V CEMENT TILE ON HOT MOPPED 90# SLATE ON TIN CAPPED 30# FELT ON 5/8" PLYWOOD SHEATHING ON 1 X16 T & G CLG. ON 3X8 EXPOSED WD. JOISTS ®4 "o.c. NAILED W/ 8d NAILS ® 6" C/C @ ALL SUPPORTS (TYPICAL ® ALL Fj00FS) GALV. TRUSS ANCHOR BY NUII —VUE " NVHTA10 W/ 6 -10d NAILS TO SEAT SEAT PLATE & (10)10d NAILS TO STRAP STUCCO FINISH ON MTL. LATH OVER 1/2" CDX PLYWOOD BACKING (BETWEEN EACH & EVERY WD. JOIST) 8d NAILS ® 4" O.C. GALV. METAL DRIP ON 1 "x2" P.T. CONT NAILER TOP�OF TIE BEAM EL. + 10' -0' (DATUM) (TYP. SEE ELEV.) 2 "x8" WD. FASCIA W/ 1 "x2" NAILER W/ 3 ,16d NAILS EACH TRUSS 2' -m' (TYP) O.N. COVERED TERRACE ; CONC. FLOOR SLAB (SEE STRUCTURAL DRAWINGS) w • z w vas SLOPE PER Fr. -III III I I I -I -III III, , � N � • n • • ' a• • • n .< 2 LAYERS OF 6 MIL. VISQUEEN I I I— I I I I I I I HE_ III, CONTINOUS CONC. FTG. • ' (SEE STRUCTURAL DRAWINGS) d • • CONC. FLOOR SLAB (SEE III III- • STRUCTURAL DRAWINGS) II= III =III- 2 LAYERS OF 6 MIL. VISQUEEN - ••.< 4 • A� • a• TYPICAL 2 STORY WALL SECTION SCALE : 3/4" = l' -0" 10 "X10" WOO COL. COVER OVER STEEL OLUMN (SEE STRUCT. DWG ) TYP. VERANDA W U Gi W E-� O w U1 PO-. coo O co a LO 0 CSI U � Z �D E- W W pq W Q' C i �a,00�: O ,_.., U) c w zZ` Z oX00) a co _42 "H. RAILING TO REJECT A 4" SPHERE (TYP. ALL RAILING LOCATIONS) 0 TOP OF FINISH FLOOR_ N EL. - m' -m' (DATUM) FINISH GRADE (VARIES) U U CONC. FTG. ,j, C' 'ty .� '� U (SEE STRUCTURAL DRAWINGS) .� ; c; ) sheet no of S • _42 "H. RAILING TO REJECT A 4" SPHERE (TYP. ALL RAILING LOCATIONS) 0 TOP OF FINISH FLOOR_ N EL. - m' -m' (DATUM) FINISH GRADE (VARIES) U U CONC. FTG. ,j, C' 'ty .� '� U (SEE STRUCTURAL DRAWINGS) .� ; c; ) sheet no of S