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00-0646-009 r---^,r-^...v,.. ...fir-*. R-•R-� ., .- - - ------ -- ® - REVISION 3 _ - 12/05/00 FOR TRUSS CONNECTION 12/08/00 AT TIE BEAM SEE DETAIL 2 THIS SHEET 01/19/01 - - - � DADE COUNTY APPROVED - B T-UP FING 6" STUCCO BAND 4" DIA. PVC SCUPPER PRE WD. TRUSSES ® ?_4" O.C. 1 BOTTOM CHORD SHALL FLASHING & 0 FLASHING & BE MIN. 2X6 COUNTER FLASHING COUNTER FLASHING ° SLOPE 1/8"/FT. (MIN.) ® J.: ., —6" STUCCO BAND �' MI 20?-6)1 . TOP OF TRUSS s ,. v i Q0 ff^ s 8" x 36" I z 6" BATT INSULATION (R-19) TIE BEAM �_ N z LAY-IN ACOUSTICAL TILE CEILING (1 HOUR FIRE RATED) 8" CONC. BLOCK W/ I— STUCCO FINISH O c°c LO TO MATCH EXISTING � � � Q UPLIFT=1400 LBS. (TYP) I Q0 < NEW 8"x36" TIE BEAM (ALL AROUND) L HORIZ. TRUSS TYP. REINF. !� O cq CQ W/ 2 #5 TOP 2 #5 MID. & 2 #5 BOT. EVERYOTHER COUSRE i� O d{ d 5/8" GYP. BRD. RR & #3 STIRRUP @ 12" O.C. 3/4' PT. WD. FURRING I C C (� W/ 3/4" RIGID INSULATION (R-4) (6" O.C. OVER OPENINGS) U HORIZ. TRUSS TYP. REINF. w BEAM CORNER BARS �S " EVERYOTHER COUSRE Al .� NEW 8" CONC. BLOCK W/ W FILLED CELL" (TOYP.) OFFICE S P A C E .a w o a STUCCO FINISH U TO MATCH EXISTING —s.- Al ^ .a REMOVE EXISTING BUILT-UP ROOFING PLACE TS 4X4X1/2 ® 4'-0" O.C. CO NEW ADD 2 LAYERS 5/8" PLYWOOD FLOOR CRICKET / I A N (TOP OF STEEL TO MATCH TOP OF EXIST. TRUSSES) Q _ _� #6 VER. INTO LAP NAIL FLOORING W 1od © 6" THROUGHOUT N -� � W ct DOWEL 9" INTO EXISTING / j TIE BEAM W/ HILTI EPDXY DOWEL 9" INTO EXISTING TIE BEAM co 1o'-0" 3 EPDXY W/HILTI PRODUCTS HIT. HY150 - ---- INJECTION ADH. ANCHOR. 2ND FLOOR ------------------------------------------------- --------------------------------------------- --------------------------- NOA#98-073102 m b SEE CONNECTION DETAIL #1 cd ., EXISTING FLOOR TRUSSES a TO REMAIN o ^ EXISTING BLOCK WALL O CD CONNECTION OF NEW STEEL O TO EXIST. CONC. BEAM /4 X18/2'8 Rf HILTI ANCHORS x EMBED MIN. 6 INTO W EXIST. CONC. EXISTING OFFICESPACE 2 LAYERS 5/8" PLYWOOD m EXIST, CONC. BEAM �. ••• •••:dyr TS 4X4X1/2 of- 0 0 © I ' -� GROUND FLOOR 0 A v.+.�--i•• TYP. 1/4 7,il• EXISTING FOOTING EXISTING o TO REMAIN - FOOTING (12"x24") (°2'x24") _ DETAIL #1 SCALE 1"=l'-O" i SECTIONNEW CONC. BLK. WALL 2 ,—0„ j EXIST. CONC. BEAM o _1'//�!� SCALE: 1 /2” 1= 11//11/l11/ � O � 5/ 8VYPLYWOOD 3 TS 4X4X1/2 ■ PLATE { d O TRUSS CONNECTION T - XISTING WOOD j "C� ® �' 0 TIE BEAM. Al TRUSSES TO REMAIN B.U. ROOF 3 '�� 0 x B.U. ROOF TIE BEAM PREFABRICATED ROOF TRUSS EXISTING CONC. BLOCK WALL �• r� �, p C 1 6" MAX. TYPICAL BOLT SPACING DETAIL #2 i 1 -0 O.C. SCALE 1"=1'_O" / 2X6 BOT. CORD / / 2X6 WOOD PL. CONTINUOUS 2X6 WOOD PLATE - ` DRAWN (No. 1 SOUTHERN PINE) 2X6 BOT CORD *+ T+ NN CN � © t� }+ f+ 0 0 � CENTER BOLTS ON 0) *+ `'+ CENTER OF 2X6 CHECKED I � m d DATE Uj 05/10/00 5/8" QS (TYP.) c/) SCALE A-307 X 8" LONG (Y HUS 26 HANGER W z n Ln 1 /2" • • W O aD BY SIMPSON STRONG TIE JOB NO. HUS 26 DOUBLE SHEAR JOIST HANGER � �`".� � � ; �. .`F _j "% . W M MANUFACTURED BY SIMPSON STRONG TIE CONNECTORS. , y • z o �i I. SHEET 5/8" A-307 BOLTS 8" LONG CROSS- SECTION VIEW OF TRUSS CONNECTION AT EXTERIOR WALL J zQ° @ 12" O.C. ANCHORED TO CONCRETE (MIN. 6" EMBEDMENT) ..T F Y, 00' A 5 r 'c 1�=� Q d� o z (0 °_c - •. OF SHEETS �/ �.