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Home My WebLink AboutS-3BASE PLATE 1/2" EXPANSION MATERIAL co ' : •a . . • ' ' + •' ' .. , 6'-6 "x6'-6 "X2'-0" PIER CAP ' '; • : • OVER PIER 4. 1 +. SEE PLAN •; S0 32" IN - OUTED CELLS 8" BLOCK- T.O. PIER 2' -600 PIER 12' BLOC' 7 - #5 x 6' -0' I I LEACH WAY „ SECTION S _ 3 SCALE: 1/2 =17" 3/4 "X12 "Xl' -0" SEE PLAN T.O. PIER #5 0 12 EACH W) 2' -6'0 13 ELEVATOR PIT 2x4 0 2' -0" PRESSURE TREATED 2x4 CONTINUOUS W/ 1/2'0 BOLTS 0 4' -0' S-3 J scale: 1/2"=I'-O" BASE PLATE 1 ' 4 -3/4' DIA. I ANCHOR BOLTS FINISHED FLOOR 1/4" LEVELING PLATE co 3/4" 6000 PSI GROUT CONCRETE PIER 16 0X16" • c . 4 -#6 DOWELS AL I 3. . ;•� #3 41120 0 32" IN - 6'- 6 "x6'- 60x2' -0" PIER CAP GROUTED CELLS OVER PIER "III =i i �• • • ' •' :• NOTE: RECESS SLAB FOR SUMP PIT. —I III 4 ' I I —) SEE PLAN —I I •' T 0 PIER 2' -6'0 PIER 3/c f BMT • 16' PERIMETER DRAIN SEE PLUMBING DRAWINGS NOTE: 1. SEE PLUMBING DRAWINGS FOR SUMP PIT REQUIREMENTS. 2. COORDINATE ALL DIMENSIONS WITH ELEVATOR MANUFACTURER. �-- 8" BLOCK 2X4 0 2' -0' /PRESSURE TREATED 2x4 CONTINUOUS W/ 1/2-0 BOLTS 0 4' -0' 00 —� 12' BLOCK PERIMETER DRAIN SEE PLUMBING DRAWINGS . .. 7 - #5 x 6'-0'---'40 I I I (TYp) SEE PLAN °O EACH WAY T.O. PIER 05 0 12' EACH WAY COORDINATE W/ 2' -6" ELEVATOR 2' -6'0 PIER 1' -6" 1' -9" 1' -9" 1' -6" MANUFACTUR NOTE: I. SEE PLUMBING DRAWINGS FOR SUMP PIT REQUIREMENTS. SECTION ELEVATOR PIT 2. COORDINATE DIMENSIONS WITH ELEVATOR rl Q � 4 MANUFACTURER. S -3) SCALE: 1 2 =1 -0 �S-3) S 1/2 =1 - WELDED WIRE FABRIC 2X4 SHEAR KEY TYPICAL CONSTRUCTION rlq1JOINT IN SLAB ON GRADE SCALE: 1/2 " =1 _ I ' III�III -III . #4 0 12'� :1111 I I 4eC CRE �- U- EACH WAY ° 3 -#5 TOP OF PIER SEE PLAN c L L 3' 11" 8' 1 t' �3' PIER 20 SECTION S -3 SCALE: 1/21=1 1 �.. .1 SEE PLAN r T.O. PIER 7/16" APA RATED SHEATHING 2x6 0 1' -4" PRESSURE TREATED L MATCH BRICK LEDGE I8" BLOCK 0 8' 1/2"0 BOLT AT EACH END IN x1TED CELLS 4'- 0'X4' - 0'X1' -0" PIER CAP OVER PIER 1 5 SECTION scale: 1/2 " =1' -0' S-3 1/2' EXPANSION t0o JOINT MATERIAL SEE PLAN •' ' • I I #5 0 12' EACH WAY II S " ~ El 11= °L2 - #5 .. SEE PLAN T.O. PIER �6 SECTION S-3) SCALE -6 "0 PIER 3'- 0'X3' - 0'X1' -0' PIER CAP OVER PIER 2' -6'0 PIER I CV 2x6 CONTINUOUS 1 x6 CONTINUOUS 3/4" APA RATED —� STURDI FLOOR vvtnvun 1. I IVWJ IN BOTTOM FLANGE 6" WITH FOLDING PARTITION MANUFACTURE SECTION S-3,1 SCALE: 3/4" =1' -0' 16d NAILS 0 EA. 3/4" APA RATED STURDI FLOOR ° 2x6 0 1' -4" 7/16" APA RATED WALL SHEATHING 1 - #5 CONTINUOUS ii I I I I l i I I I I I I I l i ,5 x 3' -0 012' -III III ' I III I' 3/8 "x4"x12" PLATE W/ 318 "0 HEADED STUD BY 4" .4 PRESSURE TREATED 1x4 1 1/2' RIM BOARD 3 -0" #4 0 12' 3 -0" 1 -#5 CONTINUOUS lod NAILS 0 6" 2x6 PRESSURE ( . TREATED WITH 1/2 "0 BOLTS 0 4' -0" 6" 4" a #5 0 12' EACH WAY po. �io TYPICAL SECTION �-3 SCALE: 3/4 " =1' -O" 2x6 CONTINUOUS 1x6 CONTINUOUS 2x6 0 1' -4" TEA 0 4' -0" 7/t6" APA RATED 8d NAILS 0 4" SHEATHING 3 STURDI FLOOR Ti M CV T,6 10d NAILS 0 6' STIFFENER 2x8 PRESSURE TREATED SOLE PLATE WITH 1/2" ° DIAMETER BOLTS 0 4' -0" 00 ° d 1 - #5 CONTINUOUS #5 0 12' EACH WAY III — •AP '4 I- a 12' SECTION / . 1 3 4 =1 -0 " S -3 BASE PLATE SEE DETAIL 1/S-2 SEE PLAN I I T.O. PIER 2' -6 "0 PIER � 2 SECTION S -3 :, 2 =1— 5 TYPICAL SECTION scale: 3/4 " =1' -0" S-3 2x6 0 2'• 6 SECTION S-31 3/4'=1'-0" :ATHING E-EVE ANCHOR M 1/2" EXPANSION MATERIAL cN Ll-1 \- 3'- 0 "X3'- 0'X1' -O" PIER CAP OVER PIER #5 x 3' -0 0 12" 4' 10" 7 SECTION S— 3 SCALE: 3/4 " =1' -0" 2X6 0 1' -4" 2x6 CONTINUOUS 7/16" APA RATED EATHING 1x6 CONTINUOUS Ti 0 4' -0" 16d NAILS 0 6" 8d NAILS 0 4" T,II ATTACH TO 3/4-APA RATED SOLE PLATE WITH 10d NAILS 0 6" STURDI FLOOR 1 - #5 CONTINUOUS SEE PLAN T'6 — 10d NAILS 0 6' I III I.' STIFFENER I I III I 2x8 PRESSURE TREATED I I SOLE PLATE WITH 1/2 I I DIAMETER BOLTS 0 4' -0" Z, #5 0 12" EACH WAY 8. 4' #5 x 3' -0 0 12' 4 ° 12" 8 SECTION S— 3 SCALE: 3/4 " =1' -0" A 2 O Li V 2x6 0 2' -O' 7/16" APA RATED WALL SHEATHING 16d NAILS 0 12' I ATTACH TO IP PLATE WITH 10d NAILS 0 6" 2 -26 CONTINUOUS 2x6 0 1' -4" SECTION AT 2ND FLOOR 5_3 ,: ei.'—r —o 8" BLOCK #5 0 32" GROUTED 2x12 CON 2x8 CONT 2x6 CONT 8' BOI BEAM 10d NAIL 0 1' -0" n__. ANITa11N IS SS 4' APA RATED JRDI FLOOR 2 SECTION S— 3J scale: 3/4 " =1' -0' 8' BLOCK WITH — #5 0 32' IN GROUTED CELLS 20 CONT. W/1 /2 0 SLEEVE ANCHOR 0 32' 10d NAILS 0 1' -0' HU24 -/ 2x6 0 2' -0" 2 -16d NAILS TJI OLT 016' VGER f. - 20 0 2' -0" — 20 CONTINUOUS �- 1x4 CONTINUOUS 3/4" APA RATED STURDI FLOOR 20 ze 2x4 CONT. W/2 -16d NAILS AT EACH STUD '2x4 0 2' -0" 3 SECTION scale: 3/4' =1' -0' S-3J www� n. .r.w u.1A 1' -0' 20 0 2' -0' }- 2x4 CONTINUOUS 2x6 0 1' -4' O 2x6 CONTINUOUS a 7/16" APA RATED 1x6 CONTINUOUS U WALL. SHEATHING 3/4' APA RATED 16d NAILS 0 12" 16d NAILS 0 6" STURDI FLOOR a� c 1 1/2- RIM BOARD -tOd NAILS 7/16" APA RATED 1 - #5 CONTINUOUS • ►CH SIDE WALL SHEATHING SEE PLAN i Cq CABLE WALL SECTION N 4 I S _ 3 scale: 3/4 " =1' -0' 0 10d NAILS 0 6" 1 2x6 PRESSURE 1HE RFOANATION OONiNNEU HEREIN IS THE EXd.USVE PROPEitiY aF WALSH QIGfEERtIC SiAMac4, P.G. uo Is n+E>�er PROtECTEO ulroER ooPrRx;tlr urls. nIE aRSarK oEa REPRESQiTED Br nxs 2x4 0 16' TREATED WITH 1/2 T__q co IrtITiEN CQISr]Ir aF wN.SH EHGRiEiR!!0 SzRVIC£S. P.C. I I 0 BOLTS 0 41 -0" Q I I III U • • • III, ,.I_ #5 0 12" EACH WAY-- Q M 1/2" EXPANSION MATERIAL cN Ll-1 \- 3'- 0 "X3'- 0'X1' -O" PIER CAP OVER PIER #5 x 3' -0 0 12" 4' 10" 7 SECTION S— 3 SCALE: 3/4 " =1' -0" 2X6 0 1' -4" 2x6 CONTINUOUS 7/16" APA RATED EATHING 1x6 CONTINUOUS Ti 0 4' -0" 16d NAILS 0 6" 8d NAILS 0 4" T,II ATTACH TO 3/4-APA RATED SOLE PLATE WITH 10d NAILS 0 6" STURDI FLOOR 1 - #5 CONTINUOUS SEE PLAN T'6 — 10d NAILS 0 6' I III I.' STIFFENER I I III I 2x8 PRESSURE TREATED I I SOLE PLATE WITH 1/2 I I DIAMETER BOLTS 0 4' -0" Z, #5 0 12" EACH WAY 8. 4' #5 x 3' -0 0 12' 4 ° 12" 8 SECTION S— 3 SCALE: 3/4 " =1' -0" A 2 O Li V 2x6 0 2' -O' 7/16" APA RATED WALL SHEATHING 16d NAILS 0 12' I ATTACH TO IP PLATE WITH 10d NAILS 0 6" 2 -26 CONTINUOUS 2x6 0 1' -4" SECTION AT 2ND FLOOR 5_3 ,: ei.'—r —o 8" BLOCK #5 0 32" GROUTED 2x12 CON 2x8 CONT 2x6 CONT 8' BOI BEAM 10d NAIL 0 1' -0" n__. ANITa11N IS SS 4' APA RATED JRDI FLOOR 2 SECTION S— 3J scale: 3/4 " =1' -0' 8' BLOCK WITH — #5 0 32' IN GROUTED CELLS 20 CONT. W/1 /2 0 SLEEVE ANCHOR 0 32' 10d NAILS 0 1' -0' HU24 -/ 2x6 0 2' -0" 2 -16d NAILS TJI OLT 016' VGER f. - 20 0 2' -0" — 20 CONTINUOUS �- 1x4 CONTINUOUS 3/4" APA RATED STURDI FLOOR 20 ze 2x4 CONT. W/2 -16d NAILS AT EACH STUD '2x4 0 2' -0" 3 SECTION scale: 3/4' =1' -0' S-3J www� n. .r.w u.1A 1' -0' 20 0 2' -0' }- 2x4 CONTINUOUS U s O to In a U O U 2 -2x12 a 16d NAILS 0 12" 00 H5 TIE a� c C -tOd NAILS 7/16" APA RATED . pm • ►CH SIDE WALL SHEATHING L- M ` °n i Cq CABLE WALL SECTION � 4 S _ 3 scale: 3/4 " =1' -0' 0 4 C 1HE RFOANATION OONiNNEU HEREIN IS THE EXd.USVE PROPEitiY aF WALSH QIGfEERtIC SiAMac4, P.G. uo Is n+E>�er PROtECTEO ulroER ooPrRx;tlr urls. nIE aRSarK oEa REPRESQiTED Br nxs 2x4 0 16' U T__q co IrtITiEN CQISr]Ir aF wN.SH EHGRiEiR!!0 SzRVIC£S. P.C. %� 7/16" APA RATED Q ,l WALL SHEATHING U 2x4 W /2 -16d NAILS 2x4 GUN I INUUUS —' / c o U s O to In a 2 -2x6 TOP PLATE ..J/ O U �Qz a 16d NAILS 0 12" 00 H5 TIE a� c L zoo 7/16" APA RATED . pm 2x4 W/2 -16d NAILS U WALL SHEATHING L- M ` °n 2x6 0 2' -0" Cq CABLE WALL SECTION � 4 S _ 3 scale: 3/4 " =1' -0' 0 C 1HE RFOANATION OONiNNEU HEREIN IS THE EXd.USVE PROPEitiY aF WALSH QIGfEERtIC SiAMac4, P.G. uo Is n+E>�er PROtECTEO ulroER ooPrRx;tlr urls. nIE aRSarK oEa REPRESQiTED Br nxs el>-aRrrxnaN slut rar eE usEO um�v aR REalaouten n H+r w� w1N0UT THE ExaRESSm T__q co IrtITiEN CQISr]Ir aF wN.SH EHGRiEiR!!0 SzRVIC£S. P.C. U c o U s O to In 0 „00 no O U �Qz 5NU� 00 O a� c L zoo C 3� - a-'� :9 Q_ U O L- M ` °n Cq � � � 2 r co X11 b-0 O T__q co I Q 0) U M Q �o U c o U s O to In .� „00 no O Q) da�0O1 �Qz 5NU� O a� c L zoo C 3� - a-'� :9 Q_ 0 M -0 O L- M ` °n Q rM 0 :.' U J �Qz Li O JQ zoo z wz � °W 0 Q 0) U M Q P�jHONY i � L •' �tST NO. 8800913 ;�•• STATE OF Phase Date CD 04/04/05 0 0 0 Project No. Drava by 05024 KHA DETAILS