The URL can be used to link to this page

Home My WebLink AboutS-1s 0 SEE PIER SCHEDULE FOR REINFORCING SEE PLAN NOTE #6 SHEET S -2 tt4 AT 893' -611 (11A) 12" TIES 890' -0" (11) 893' -6" (ilA) OIL 892' -6" (11A) 890' -0" (11) A 889' -01, (11) 892' -6" (11A) 4 #6 HOOKED pop (2 TOP AND 2 BOTTOM 1' -6° WIDE X FOR 11) EE PLAN FOR LENGTH 6 #6 HOOKED (2 TOP AND � 2 MID - HEIGHT AND 2 BOTTOM o AT IIA) 11 0 886' -8° 2 #5 UNLESS NOTED OTHERWISF CONTINUOJS m TOP & BOTTOM f I �2' -2 WIDE X 1' -0" A DEEP FOOTING '-SEE PAD SCHEDULE FOR REINFORCING DETA I L NOT TO SCALE GIRT LINE — 1/4" EXPANSION STRIP CONSTR #5 AT 12" DOWELS SECTION A —A 893' -6" � SEE C!'N�?E'E SLAB 5 _EC�__ �a 4" v_ WWF 6x6 -W1.4 X W1.4 i ° 0 6" DRAINAGE FILL It COMPACTED SUBGRADE a' DETAIL NO SCALE #4 X 1' -4" 12" WHERE SIDEWALK OCCURS #5 @ EACH I2„ WAY 3/4" to PVC PIPE In -SEE PLOT PLAN j FOR ELEVATION FINISH GRADE REMARKS 893' -6" REMARKS CONCRETE SLAB - =IIEI —IIII SEE PLAN � a VOID ' 'N METAL CENTERING 20" X 20" N SEE IC SPECIFATiONE_ ��;�• 0 \&CONCRETE BRICK d� -`vr- Q I i CONCRETE SLAB- , SIZE AND NUMBER 2- #5 BARS P6 SEE PLAN 11 -4" SEE PLAN FOR SEE FOOTING cn #4 @12 MASONRY FOUNDATION EACH WAY SECTION "A" 91 -0" 7 S -1 a 1 I r, I n uA v ' 890 0" o , � ° ;- z o a CONCRETE �— - - - - -- — - /� BRICK li - LLI w 111, o PERIMETER INSULATION I u') u') v - v 3 - - - - - - - - - - - v E - -- DETAIL 6 ��w �� -' 1� PLAN No SCALE S - - C, o 88r' -8" UNLESS NOTED OTHERWISE DETAIL NOT TO SCALE #6 AT 12 EAC- WA` DOWELS SAME AS VERT;,CALS SEE FOOTING SCHEDULE 10 S- 1 DETA IL 9 9A NOT TO SCALE S - 1 114" EXPANSION STRIP CONCRETE SLAB, SEE SCHEDULE 893' -6" LUZ N I PERIMETER INSULATION co 114" EXPANSION STRIP 4' 1011 N OIL 8901-01, 8A 11 a. u6 AT 12 EACH WAY S -1 p, 9 #7 AT 12" 8 EACH WAY I a, I 8A #6 AT 12" #6 AT 12" 8A EACH EACH WAY ° WAS S -1 S -1 #7 AT 12' 8 S_8 47 12" EACHTWAY a EACH WAY S -1 o,;, DOWELS SAME AS VERTICALS FOOTING, SEE SCHEDULE - - - -- �. ----- - - - - -- i 1 J I DETA I L 8 8A NOT TO SCALE ��S_ 1 AS - 1 10 WELD TO ANCHOR BOLTS AT PIER PIER BELOW SLAB SEE PLAN JOINT S STEEL COLUMN I i E� I DETAIL 5 NO SCALE S - /4' EXPANSION STRIP J FL L Dr_P TH OF SLAB -JOINTS PLAN OF INTERIOR PIERS PIER BELOW SLAB �\ SEE PLAN —� JOIN ) STEEL COLUMN 7 114' - xPANS10N STRIP FUL DEPTH OF SLAB I i WA'. � I - - - - -- - PLAN OF END PIERS I i ISOLATION J 0 I NT 4 NO SCALE S- 1 1/4 SLAB I /q THICKNESS N '= w z N DEFORMED TIE BARS #5 X 2' -6" @ 30 "cc CONSTRUCTION JOINT 3 NO SCALE S- 1 1/4 SLAB I 14�E THICKNESS z DEFORMED TIE BARS #5 X 2' -6" @ 30 "cc SAWED JOINT 2 NO SCALE VERIFY SIZE AND LOCATION OF CONCRETE PAD WITH MECHANICAL OR ELECTRICAL CONTRACTOR Ilk I 0 FLOOR SLAB DETAIL 1 NO SCALE i ,O 4 e � SEE FOOTING SCHEDULE FOR REINFORCEMENT WHERE REQUIRED FOOTING STEP DETAIL NO SCALE WHENEVER THIS DIMENSION EXCEEDS 6 ", PROVIDE #4 X ('W' + 2' -0 ") @ 6" o� — I #q 'S � I CENTERLINE OF JOIST 0 TYPICAL DETAIL OF OPENING THRU CONCRETE FLOOR ON STEEL JOISTS NO SCALE SEE PLAN NOTE #6 METAL BUILDING FRAME SHEET S -2 T 1/4" ISOLATION JOINT PROVIDE ADDITIONAL SEE SLAB SCHEDULE TIE ABOVE AND TIE RODS BELOW TIE RODS co z DRAINAGE FILL a J 1112" CLEAR zo TO TIES �, ANCHOR BOLTS (HOOKED) a BY BLDG. MANUF. z, D x - - SEE PIER SCHEDULE FOR REINFORCING NI ie DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCING STANDARD HOOK o SEE PAD SCHEDULE FOR 3" CLEAR TO BOTTOM SIZE AND REINFORCING ' °' LAYER OF STEEL METAL BUILDING FRAME & PIER DETAIL NO SCALE SEE FOUNDATION PLAN FOR PIER SIZE SEE COLUMN SCHEDULE I I BASE PLATE -SEE CONCRETE FILL-" PLACED COLUMN SCHEDULE AFTER COLUMN ERECTION 114" SETTING PLATE, A MINIMOM 3/4" GROUT SAME SIZ AS BASE PLATE SEE SLAB SCHEDULE .X z = ° t °" - SEE COLUMN SCHEDULE z �'3" - DRAINAGE FILL ° 1 -1/2" CLEAR 2 - -3/4" Jar ANCHOR a TO TIES -�- BOLTS (HOOKED) 0 SEE PIER SCHEDULE FOR REINFORCING w of X; w <v a' °e DOWELS" SAME SIZE AND N - - NUMBER AS VERTICAL REINFORCING lD • STANDARD HOOK ; ',' SEE PAD SCHEDULE FOR I, SIZE AND REINFORCING < 3" CLEAR TO BOTTOM 0 LAYER OF STEEL STANDARD COLUMN & PIER DETAIL NO SCALE 114" EXPANSION 3/4" to PVC PIPE In JOINT REMARKS 893' -6" REMARKS CONCRETE SLAB - =IIEI —IIII SEE PLAN � a v AFTER BACKFILLING 8" TWO LAYERS �a 20" X 20" it p WWF 6 X 6 -W1.4 X W1.4 m' v '%4` EXPANSION JOINT 18" X 32" 890' -0.. 94@12" — ° EACH WAY CONCRETE SLAB- , SIZE AND NUMBER SEE P,_AN - -� P6 11 -4" T- _ I SEE FOOTING cn #4 @12 „ SCHEDULE EACH WAY c 3" CLEAR TO BOTTOM 91 -0" 886'_8" — — ° c UNLESS NOTED , • = OTHERW SE z DOWELS - a vi - SAME AS VERTICALS SEE �I Z I ° I- 6 - #5 CONTINUOUS 5 )C" AT 94 I Q C?f = w J I 2' -1011 10 S- 1 DETA IL 9 9A NOT TO SCALE S - 1 114" EXPANSION STRIP CONCRETE SLAB, SEE SCHEDULE 893' -6" LUZ N I PERIMETER INSULATION co 114" EXPANSION STRIP 4' 1011 N OIL 8901-01, 8A 11 a. u6 AT 12 EACH WAY S -1 p, 9 #7 AT 12" 8 EACH WAY I a, I 8A #6 AT 12" #6 AT 12" 8A EACH EACH WAY ° WAS S -1 S -1 #7 AT 12' 8 S_8 47 12" EACHTWAY a EACH WAY S -1 o,;, DOWELS SAME AS VERTICALS FOOTING, SEE SCHEDULE - - - -- �. ----- - - - - -- i 1 J I DETA I L 8 8A NOT TO SCALE ��S_ 1 AS - 1 10 WELD TO ANCHOR BOLTS AT PIER PIER BELOW SLAB SEE PLAN JOINT S STEEL COLUMN I i E� I DETAIL 5 NO SCALE S - /4' EXPANSION STRIP J FL L Dr_P TH OF SLAB -JOINTS PLAN OF INTERIOR PIERS PIER BELOW SLAB �\ SEE PLAN —� JOIN ) STEEL COLUMN 7 114' - xPANS10N STRIP FUL DEPTH OF SLAB I i WA'. � I - - - - -- - PLAN OF END PIERS I i ISOLATION J 0 I NT 4 NO SCALE S- 1 1/4 SLAB I /q THICKNESS N '= w z N DEFORMED TIE BARS #5 X 2' -6" @ 30 "cc CONSTRUCTION JOINT 3 NO SCALE S- 1 1/4 SLAB I 14�E THICKNESS z DEFORMED TIE BARS #5 X 2' -6" @ 30 "cc SAWED JOINT 2 NO SCALE VERIFY SIZE AND LOCATION OF CONCRETE PAD WITH MECHANICAL OR ELECTRICAL CONTRACTOR Ilk I 0 FLOOR SLAB DETAIL 1 NO SCALE i ,O 4 e � SEE FOOTING SCHEDULE FOR REINFORCEMENT WHERE REQUIRED FOOTING STEP DETAIL NO SCALE WHENEVER THIS DIMENSION EXCEEDS 6 ", PROVIDE #4 X ('W' + 2' -0 ") @ 6" o� — I #q 'S � I CENTERLINE OF JOIST 0 TYPICAL DETAIL OF OPENING THRU CONCRETE FLOOR ON STEEL JOISTS NO SCALE SEE PLAN NOTE #6 METAL BUILDING FRAME SHEET S -2 T 1/4" ISOLATION JOINT PROVIDE ADDITIONAL SEE SLAB SCHEDULE TIE ABOVE AND TIE RODS BELOW TIE RODS co z DRAINAGE FILL a J 1112" CLEAR zo TO TIES �, ANCHOR BOLTS (HOOKED) a BY BLDG. MANUF. z, D x - - SEE PIER SCHEDULE FOR REINFORCING NI ie DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCING STANDARD HOOK o SEE PAD SCHEDULE FOR 3" CLEAR TO BOTTOM SIZE AND REINFORCING ' °' LAYER OF STEEL METAL BUILDING FRAME & PIER DETAIL NO SCALE SEE FOUNDATION PLAN FOR PIER SIZE SEE COLUMN SCHEDULE I I BASE PLATE -SEE CONCRETE FILL-" PLACED COLUMN SCHEDULE AFTER COLUMN ERECTION 114" SETTING PLATE, A MINIMOM 3/4" GROUT SAME SIZ AS BASE PLATE SEE SLAB SCHEDULE .X z = ° t °" - SEE COLUMN SCHEDULE z �'3" - DRAINAGE FILL ° 1 -1/2" CLEAR 2 - -3/4" Jar ANCHOR a TO TIES -�- BOLTS (HOOKED) 0 SEE PIER SCHEDULE FOR REINFORCING w of X; w <v a' °e DOWELS" SAME SIZE AND N - - NUMBER AS VERTICAL REINFORCING lD • STANDARD HOOK ; ',' SEE PAD SCHEDULE FOR I, SIZE AND REINFORCING < 3" CLEAR TO BOTTOM 0 LAYER OF STEEL STANDARD COLUMN & PIER DETAIL NO SCALE LEDGE FOOTING 1 -1/2" EXTERIOR OR EARTH FACE 8" TYPICAL 3/4" INTERIOR OR INSIDE FACE 8" TYPICAL ° ° SEE WALL SCHEDULE FOR ° REINFORCEMENT INTERSECTION CORNER TYPICAL CONCRETE WALL DETAILS NO SCALE MATERIAL INDICATIONS d CONCRETE CONCRETE BLOCK ® MASONRY ABOVE GRADE SHEENo SECTION, DETAIL OR ELEVATION T GENERAL DESIGN NOTES 1. ALL CONCRETE SHALL BE STONE /GRAVEL AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 2. THE WAREHOUSE FLOOR SLAB, LOADING DOCK AND LOADING DOCK AND LOADING DOCK RAMP SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND A FLEXURAL STRENGTH OF 650 PSI AT 28 DAYS. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING MESH SHALL CONFORM TO ASTM A185. 4. DESIGN LIVE LOADS: ROOFS 30 P. S. F. OFFICE AREA ONLY FLOORS 100 P. S. F. MEZZANINE FLOORS 100 P. S. F. GENERAL FOUNDATION NOTES 1. ALL PADS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL HAVING A SAFE BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. ALL WALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL HAVING A SAFE BEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT. 2. PROVIDE HORIZONTAL WALL REINFORCING IN ALL CONCRETE BLOCK FOUNDATION WALLS EVERY TWO COURSES. THIS WALL REINFORCING SHALL BE CONTINUOUS THROUGH ALL PIERS AND SHALL LAP AT ALL WALL INTERSECTIONS. 3. PROVIDE EXPANSION STRIP FULL DEPTH OF SLAB AT ALL INTERSECTIONS OF FLOOR SLABS WITH VERTICAL SURFACES, BOTH INTERIOR AND EXTERIOR, EXCEPT WHERE GRADE IS ABOVE THE FLOOR SLAB ON ADJACENT SIDE OF WALL. 4. INTER OR AND EXTERIOR BACKFILLING SHALL BE ACCOMPLISHED SIMULTANEOUSLY. 5. ALL BUILDING EXTERIOR FOUNDATION WALLS SHALL BE INSULATED WITH PERIMETER INSULATION, SEE SPECIFICATIONS. 6. DOWELS, WHERE NOTED ON THE PLANS, SHALL BE tt4 X -4° @ 16 . FILL BLOCK CORES AT DOWEL LOCATIONS WITH CONCRETE. CONCRETE SLAB SCHEDULE VARIES SEE PLAN 3/4" to PVC PIPE In REINFORCING REMARKS 10' -0" SLOPED I" REMARKS VERTICAL =IIEI —IIII O THROUGH WALL. PLUG II —IIEI— III =IIII v AFTER BACKFILLING 8" TWO LAYERS �a 20" X 20" v' WWF 6 X 6 -W1.4 X W1.4 AN v SEE SLAB SCHEDULE 18" X 32" 112" CENTERING, #3 @ 12" DOWELS, SAME WWF 6 X 6 -W4 X W4 ° SIZE AND NUMBER ° P6 AS VERTICAL REINFORCING 11 -4" 8' -011 SEE FOOTING P7 81 -611 „ SCHEDULE 8'-6" .° 3" CLEAR TO BOTTOM 91 -0" 1' -4" LAYER OF STEEL LEDGE FOOTING 1 -1/2" EXTERIOR OR EARTH FACE 8" TYPICAL 3/4" INTERIOR OR INSIDE FACE 8" TYPICAL ° ° SEE WALL SCHEDULE FOR ° REINFORCEMENT INTERSECTION CORNER TYPICAL CONCRETE WALL DETAILS NO SCALE MATERIAL INDICATIONS d CONCRETE CONCRETE BLOCK ® MASONRY ABOVE GRADE SHEENo SECTION, DETAIL OR ELEVATION T GENERAL DESIGN NOTES 1. ALL CONCRETE SHALL BE STONE /GRAVEL AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 2. THE WAREHOUSE FLOOR SLAB, LOADING DOCK AND LOADING DOCK AND LOADING DOCK RAMP SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND A FLEXURAL STRENGTH OF 650 PSI AT 28 DAYS. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING MESH SHALL CONFORM TO ASTM A185. 4. DESIGN LIVE LOADS: ROOFS 30 P. S. F. OFFICE AREA ONLY FLOORS 100 P. S. F. MEZZANINE FLOORS 100 P. S. F. GENERAL FOUNDATION NOTES 1. ALL PADS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL HAVING A SAFE BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. ALL WALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL HAVING A SAFE BEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT. 2. PROVIDE HORIZONTAL WALL REINFORCING IN ALL CONCRETE BLOCK FOUNDATION WALLS EVERY TWO COURSES. THIS WALL REINFORCING SHALL BE CONTINUOUS THROUGH ALL PIERS AND SHALL LAP AT ALL WALL INTERSECTIONS. 3. PROVIDE EXPANSION STRIP FULL DEPTH OF SLAB AT ALL INTERSECTIONS OF FLOOR SLABS WITH VERTICAL SURFACES, BOTH INTERIOR AND EXTERIOR, EXCEPT WHERE GRADE IS ABOVE THE FLOOR SLAB ON ADJACENT SIDE OF WALL. 4. INTER OR AND EXTERIOR BACKFILLING SHALL BE ACCOMPLISHED SIMULTANEOUSLY. 5. ALL BUILDING EXTERIOR FOUNDATION WALLS SHALL BE INSULATED WITH PERIMETER INSULATION, SEE SPECIFICATIONS. 6. DOWELS, WHERE NOTED ON THE PLANS, SHALL BE tt4 X -4° @ 16 . FILL BLOCK CORES AT DOWEL LOCATIONS WITH CONCRETE. CONCRETE SLAB SCHEDULE MARK DEPTH REINFORCING REMARKS A REMARKS VERTICAL VAPOR BARRIER, O 4 " WWF 6 X 6 -W1.4 X W1.4 6" DRAINAGE FILL VERTICAL MAY BE OMITTED IF DOWELS ARE FULL HEIGHT OF PIER 8" TWO LAYERS VAPOR BARRIER, 20" X 20" 8 - #5 WWF 6 X 6 -W1.4 X W1.4 6 DRAINAGE FILL 8 - #6 #3 @ 12" 18" X 32" 112" CENTERING, #3 @ 12" 3 1/2" WWF 6 X 6 -W4 X W4 DEPTH IS INCLUSIVE 7' -0" 12 #6 P6 OF CENTERING CONCRETE PAD SCHEDULE CONCRETE PIER SCHEDULE SIZE REINFORCING REMARKS VERTICAL TIES 18" X 18" 8 - #5 #3 @ 811 VERTICAL MAY BE OMITTED IF DOWELS ARE FULL HEIGHT OF PIER 18" X 24" 8 - #5 #3 @ 10" 20" X 20" 8 - #5 #3 @ 10" 24" X 24" 8 - #6 #3 @ 12" 18" X 32" 8 - #6 #3 @ 12" P5 7' -011 1' -0" CONCRETE PAD SCHEDULE MARK WIDTH DEPTH LENGTH REINFORCING (1/2 EACH WAY) P1 3' -0" 1' -0" 3' -011 8 #4 P2 4' -0" 1' -0" 41 -0" 10 #4 P3 5' -011 1' -0" 5' -0" 10 #5 P4 6' -0" 1' -0" 6' -0" 10 #5 P5 7' -011 1' -0" 7' -0" 12 #6 P6 8' -0" 11 -4" 8' -011 14 #6 P7 81 -611 11 -411 8'-6" 14 #6 P8 91 -0" 1' -4" 9' -011 16 #6 FOOTING SCHEDULE MARK WIDTH DEPTH TOP OF FOOTING BELOW ELEVATION 890' -0" ELEVATION BOTTOM OF FOOTING FE1 21-211 1 -0 " 31-411 885.67 , FE2 2' -0" 1' -011 3' -4" 885.67' FE3 1 ' —811 01 -811 31-411 886.0' FE4 11 -4" 0' -8" 3' -4" 886.0' FE5 21 -4" 0' -8" 31 -411 886.0' PEG 2' -711 1' -0" 3' -4" 885.67' FE7 2' -011 1' -0" 4' -0" 885.0' 1) PROVIDE 2 - #5 BARS CONTINUOUS IN ALL FOOTINGS. } z 14 f 0 U N Q z s O ° U w cr cc W W LLJ W • > � Z w U _ � Z W Z Q w V >= J CD ILa Q Z • Q Z Q Z I J LJJ a U X Ld ^^_j 0 U LLJ 0 J LL a 0 w LjLj W Q • W V) J Irmz iU Q a D LL Ld V1 F- 0 Z L!J Q a w�o Q-�± in 0 1 Ln i a U r-- W oo W w cn I v r-� a w co co N0. S-1 6/14/85 ISSUED FOR BID PACKAGE DWB REV. DATE ISSUE /REVISION RECORD APPROVED O F 2