Loading...
05-930(3)-024THK. TOP " 6 ELECTRODES /4" \ ao PROVIDE 30# ASPHALT PAPER UNDER BEARING AREA OF TRUSS ao co EXTEND CONCRETE TIE -BEAM (REBARS NOT SHOWN FOR CLARITY) 5" 2 GIRDER TRUSETA IL SCALE. 1 /2 —1 0 2 - #4 CONT. (EA. SIDE OF JOINT) 0 , L 3/8" THICK x4 "x8" CUT ONE LEG OFF FROM TOP OF TIE BEAM DOWN GIRDER TRUSS (REFER TO PLAN FOR # OF PLIES) N4"0 THRU BOLTS W/ NUTS AND WASHERS 12" LONG w/ 2 BOLTS USE 4 -Y4"0 HILTI KWIK BOLTS FOR UPLIFT REACTIONS GREATER THAN 6.8 TO 12.13 KIPS USE 2-Y470 HILTI KWIK BOLTS FOR UPLIFT REACTIONS LESS THAN 6.8 KIPS (UPPER BOLTS) MAX. UPLIFT CAPACITY = 6,800 # (2 MEMBERS AND 2 BOLTS) 9097 # (3 MEMBERS AND 4 BOLTS) 12,130 # (4 MEMBERS AND 4 BOLTS) NOTE: PROVIDE A KEYED JOINT WHERE A CONTINUOS CONCRETE ELEMENT IS CONSTRUCTED IN PARTS. USE THIS DETAIL FOR A CONSTRUCTION JOINT, WHERE REQUIRED, U.O.N. CONSTRUCTION JOINT 4 SLAB ON GRADE DETAIL SCALE. #4 BAR x 48" LONG (TYP. 4 SIDES) 4" MIN. TOP OF SLAB ( +) 0' -0" X X X x .......:::........::........ . CONC. SLAB PER PLAN CONC. HSS STL. COL SLAB CONC. FILLED (TYP.) WI/SLAB-ON-GRADE FULLY GROUTED AREA 4. (NON- SHRINK GROUTS (REFER TO FOR DETAILS) x x _x _x -- WE HOLE (TYP.) -- 1" NON- SHRINK GROUT II • II • • GIRDER TRUSS " THK. TOP It N ADD. #3 TIES AT GIRDER TRUSS LOCATIONS NOT TO EXCEED 8" O.C. VAPOR- BARRIER d Lai ca pco r- co ' REFER TO PLAN FOR # OF PLIES CJ Y4'0 THRU BOLTS W/ NUTS AND WASHERS VERTICAL REINF. IN MASONRY �--- CONCRETE TIE BEAM 2' 2" %4 "0 HILTI KWIK I,_ 1,_ \_ BOLT II ANCHORS 24" DEEP EXTENDED TIE BEAM 16" MIN. WIDTH (4 I I BOLT ANCHOR), 16" DEEP 16" MIN. TIE -BEAM FOR 2 BOLT ANCHOR NOTE: COORDINATE GIRDER TRUSS ANCHOR LOCATIONS W/ TRUSS MANUFACTURERS SHOP DRAWINGS FILL WITH SEALANT SLAB HICKNESS ° PER PLAN NOTE: SAWED JOINT SHALL BE SAWCUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. MAXIMUM SAWCUT PATTERN FOR SLAB ON GRADE SHALL BE 10' -0" x 10' -0" TYPICAL SLAB ON GROUND (3)- #5 EACH WAY 2 II�II 9° III III HSS STL. COLUMN TYP lv I DROP PANEL HSS 3101 COMPACTED LIMEROCK BASE 98% MODIFIED PROCTOR. CONCRETE BEAM 8 "x12 "x)F THICK STEEL PLATE WELDED TO COLUMN WITH (4) -% "0 X 8" LONG HEADED STUDS. (2 "0 HEADS) WELDED TO PLATE. HSS STL. COLUMN SIDE VIEW 12020" THK. (4) -Y4"0 HILT] KWIK STL PLATE H H REFER TO BOLT II S.S. EMB. 6" FOUNDATION PLAN FOR SIZE • • • AND REINF. 1/4 STEEL COLUMN CONNECTIONS 6 SCALE. N.T.S. I � � _ N REFER TO PLAN 2" FOR COLUMN LOCATION 6" 6" r% A r% r- M I A 'Wr- NU -WE NVHTA -16 TRUSS SEATED ANC L-50041 ANGLE x (ONE ON EACH SIDE ISSES TRUSS CONNECTION TO ROOF SCALE: 1" = 1' -0" WOOD VALLEYTRUSSES 3/4' THICK EXT. GRADE 0 24' O.C. PLYWOOD SHEATHING 3 DETAIL — VALLEY TRUSSES SCALE: 318" = 1' -0" �2" �, 8- �2" TOP VIEW (4) W0 HILT] HVA ADH. SS304 ANCHORS 12x8x)" THK. 6" EMB. 5Y" iS 310JA - — 12" 8" 2" 2TB -1 8" WIDE BASE PLATE GROUP, INC. G ■ H . M ■ EB No. 7770 CIVIL AND STRUCTURAL C❑NStI_LTING EKSINCERS QUALITY INNOVATIVE ENGINEER$"? ESICV 4694 PALM AVENUE • LEVEL 2 HIALEAH, FLORIDA 33012 TEL: (305) 821 -1 281 FAX: (305) 825 -1705 L50A40" LONG ON EACH SIDE ° )CO HILT] KWIK ' BOLT II S.S. EMB. A MIN. OF 3V INTO CONC. TIE BEAM TOP CHORD OF WOOD TRUSSES 2x4 WD. CLEAT. 0 24" O.C. FAST W/ (2) -16d WALLS TO TRUSS SUPPORT PROVIDE (2) -USP RT18T STRAPS FAST W/(7) -16d NAILS PER END WRAPPED AROUND BOTT. CHORD OF VALLEYTRUSS SET W. AT 24" O.C. (EVERY TOP CHORD OF SUPPORTING TRUSS) 9d" I AD 1 /IM 9A'' 1 AD \IIAI PROJECT A-100056 PROP. WD. TRUSSES AT 24" O.C. OR C.J. W0 THRU -BOLT A307 -GALV TOP OF ROOF TIE BEAM 5 TYPICAL ARCH. BEAM SCALE: 1/2" = 1' -0" WINDOW SCHEDULE /PLAN FOR DIMENSIONING cn Z 0 P U W cn 0 w cn w w In TOM M.4RII�u., :1VIL, STRUCTURA REG. NO. 51562 A R AFA CONSTRUCTPOIN O 0© e o c o u o O U a 0 R 0 B E R T TARA FA A R C H I T E C T I ROBERT TARAFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 1305.876.1440 Fax: 305.876.1441 CIVIL "STRUCTURAL LANDSCAPE "DESIGN CONSULT I o M /E /P PROPOSED RESIDENCE FAMILY LOT 59 BLOCK 1 SUBDIVISION GABLES EDGE S.W. 59 TERRACE .108 MIMI13M A -MOO56 DATE+ i 05 -31-05 CAD FL_E NO i REl NIM /SUBMIB810NBI I 0 I A SEALt ) ` , r • ,... ;0 I ( DRAWNG TI U DETAILS