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Home My WebLink About1131-11UNLESS SHOWN OTHERWISE:, CONC WALLS �r 5LAE3S SHALL: SE REINFORCED A5 FOLLOWS: #-4 G IZ E.W. CENTER OF 611 SECTIONS • #5 Gd 12 E.W. GTR OF Sli SECTION; #� G@ 12 E.W. E.P. OF 1011 SECTION; *5 @ 12 ' E,W. E.F. OF 12" SECTION; SINGLE MAT REINF SHALL BE CTR OF SECTION' LJNLESS SHOWN OTHERWISE, UNLESS NOTED OTHERWISE ALL WALL REINF BARS SHALL E3E CONT AR.)UND CORNERS �f THROUGH COLS OR PILASTERS. ALL. REINF BENDS I$ LAPS, UNLESS NOTED OTHERWI5E? SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS: META I OF REINFORCEMENT BAR 8 BARS OR 5MALLER A q BAR5 X10 EARS 1*1 1 BARS SIZE DIAG 5ARS: LAP A5 I. NUMBER OF ADDITIONAL REINF BARS EA 51DE BEND LAP BEND LAP BEND LAP BEND LAP TOP ?8 DIAII 42 DIA 3i O11 ,41 q11 31-�11 6� 0u Al -611 1 74 BARS MIN 1-0 MIN 2.O DOUBLE TOP -RATES UPPER TO LOWER .STAGGERED 16d @ 8" O.C. UPPER TO LOWER @SPLICE 3-16d OTHER � C3AR5 20 DIA l MIN I O 36 O IA 1' MINI,6 11 2 'O 11 3 -3 2 I -q 11 i 11 4.3 3 I-3 11 I 11 5 -3 * TOP BARS SHALL. BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12OF FRESH CONCRETE IS CAST iN THE MEMBER BELOW THE BARS IN ANY SINGLE POUR. REINFORCEMENT DETAILS ADOITIOI LOCATE OF OPEN LAP LEMIC 9XTENS14 INDICATE_ rt 111 SIZE T -Y P z y - 5 5 ' �l u U VN JW UWP ZN �Z— J qC d { D Co DIAS FOR #8 SMALLER � W W ' >" W w ►� = 8 DIAS FOR q LARIZAER �(y- =fit -I 1' Q Z 0 4 DIAS (2 /2 MIN) W Z -0 w 180 HOOK �-o 0 0 L w LWZZ BEND D 1 A . SAME A5 ABOVE . � a qoo HOOK 6 DIAS (21/i1 MIN) UNLESS NOTED O OTHERWISE 6 r D = III/ 11 FOR #3 L =q0° & F? W 155p R I 0= 21 FOR #4 11 �� D /2 FOR ##S STIRRUPS �, TIES OTHER BENDS TYPICAL REINFORCING BENDS EXP051FD FACE OF----, CONCRETE CONC COVER A-1 E3- 211 p. WALL5 SUSPENDED SLAG @BEAMS /GIRDERS CONC COVER TIES/ A 1 1l:2 STIRRUPS 15-2 COLUMNS, BEAM5, GIRDER5 10 0 0 CONC ° • ° CONC COVER COVE -' a•° A-3/I1 A I 1 11 _ #5 SMALLER t3 - 211 311 GONG COVER B -''< I� # � li 2 ro 0, LARGER C - 3 C - 311 SLA155 FOOTINGS A. NO EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL 13. EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL C. CONCRETE PLACED AGAINST EARTH NOTE : PROVIDE 311 CONCRETE COVER FOR ALL REINFORCING STEEL IN `TOP SLAF-5,WALL5 4 FOUNDATION 5LAFb ADJACENT TO WET FAGS OF WET WELL. 3 CONCRETE COVER, FOR REINFORCINC4 ST�-E..L_ WALL WATERSTOP WALL W1 REINFORCING EACH FACE TIE #3 CONT TO REINF 2'- 0" OG sa' MAX TYP WATSKSTOP II/211 MORTAR BED SEE SPEC JOINT PREPARATION STARTER WALL SEE SPECIFICATIONS M TIE CONT, 5 TO WATER - STOP a 112" Ole. ATERSTOPa12"% TYP • '° FOUNDATION OR SLAB ®� W/ REINF TOP �, E30T NOTE' MORTAR BED TO SE PLACED IMMEDIATELY SECTION PRIOR TO PLACEMENT REINF EACH PACE OF WALL CONCRETE, CONSTRUCTION JOINT -WALL TO FOUNDATION FO R O:PE N l NLG 5F�AI--- 3j¢ ll/,2" 1/4"CT5K. F,14, MACH. JOINT SEALANT PREPARE �, PRIME 2/8SCREWS @ CORNERS 5EE SPEC i1 5URFACES IN 01= Cie. 4 ►2 0. C. MAX. �4' ACCORDANCE ..Wl FLUSH SURI~ACE IALONG ALL EDGES. CONCRETE MANUFA7,TLIRERS o` d'�� 2- SURFACE RECOMMENDATIONS 4A.6c Il I x I X 2 1t TA P d G 2 x 2 x V411 FOR I/4MACH, SCREW ; h STL, L ((ON 1, ALL eo BAND BREAKER FP`CE OF TACK WELD TO L (TYR) AROUND OPNCa.� TAPE G cp x &"AWCH, - 6 `FROM END 4, 18" O. C. MA X. ° " 3►(17 FLATSTRIP VYATERS70P e CTFR "7�� OF CONSTRUCTION JOINTS__( CHECKERED PLATE COVER DIE ND LAP �, 'BEND . — ICO de 12O.C. EA, ROW (5TAG G E R E D) Q- FR- a- UNLE5.5 OTHERWItiE Q � Q (�VN� I rCUC. I lVlv JOINT IN WALL., �g� SLAB OR FON SEALANT GROOVE � CONSTRUCTION JOINTS STUDS S 110' O,C, -1.211 LONG, I�LKZ>. SHEATFi1NCa ESOUND, 4IL1NU •-20dG 1V' 0. c. �I BEND NOTE: WHERE j �l SHOWN 24 O.C.-TYP. (A' 1 I SINGLE CURTAIN I � ST A(aU R) L FOR LAPS � I� REINFORCING OCCURS BENDS SEE BEND SARS AS SHOWN FOR OUTSIDE CURTAIN POUND. HAILING LEDGE- NAILING -TYP.—SFIEATKINCa PLAN -ALT CORNER PLAN - INTERSECTION PLAN -TYP CORNER EXTER1oR INTERIOR INTERIOR CORNER NON -SHEAR WALL. .5HEAR \NAL�. ri 1"� TYP REINFORCING @INTERSECTIONS OF SEAMS, P1.AN5— TYPICAL 57l7D WALL INTERSECTION'S — WALLS, GIRDERS FOOTINGS 0 CONCRETE 1/4 [1 GROOVE MIN SUR FACE '`t JOINT SEALANT 5EE SPEC 'D ,CUT GROOVE @ CQACI, 1/gl MIN EACH SEE SPECS IF02 SIDE OF CRACK JOINT PREPAQATtON NOTE % CRACK PRIOR TO TEST FILLING -70 ALL CRACKS IN HYDRAULIC STRUCTURES SHALL BE REPAIRED AS INDICATED 4' IN ACCORDANCE WITH THE 5PECIFICATION5 9 CONCRETE CRACK REP�4I�, MULLION ort JA:Mb �F�AMINC� CLIP (TYP EA, cvIOE) NOTE: U5E AT TOP 4 60T OF Ail. MULLS. 4 JAMbS, TYP, MULLIOtA CLIA U c c NE ADER OR K% `IbIMPeONFRAMING CLIP -DOUBLE 5TUD5 a EXT. WALL. LtNTEI OR SILL. 51MP50N,1-IEADER HANGER =51`MP50N" FRAMING CLIP X51 LL It i3 LINTEL CONNECTIOq — REV. I DATE I DESCRIPTION I APP. STRUCTURAL NOTES GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2, NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE STRUC- TURAL NOTES AND TYPICAL DETAILS ON THIS TYPICAL DETAIL SHEET. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS. 5. CONTRACTOR SHALL MAINTAIN DEWATERING UNTIL UPPER LEVEL FLOOR CONCRETE HAS ATTAINED 3000 PSI COMPRESSIVE STRENGTH AND BACKFILL IS IN PLACE. REINFORCED CONCRETE 1. MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: ALL STRUCTURES - 3,500 PSI. 2, REINFORCING SHALL CONFORM TO A.S.T.M. A615 - GRADE 60 3. UNLESS OTHERWISE DETAILED, PROVIDE 1/4 -INCH SPACER BARS OR TIES AT 24 INCHES ON CENTER IN SLABS, BEAMS, GIRDERS AND FOOTINGS TO KEEP MAIN REINFORCING IN PLACE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WALLS, PIERS, SLABS AND FOOTINGS UNLESS SPECIFICALLY DETAILED. 5. JOINTS IN STRUCTURES SHALL BE LOCATED WHERE INDICATED ON THE DRAWINGS, 6. CONSTRUCTION JOINTS NOT INDICATED ON THE DRAWINGS AND REQUIRED FOR CON- STRUCTION SHALL BE KEYED, DOWELLED, AND WATERSTOPPED. 7. WATERSTOPS SHALL BE PLACED AT ALL CONSTRUCTION JOINTS IN THE STRUCTURE. 8, REINFORCING SPLICE LENGTH SHALL CONFORM TO THE TYPICAL SPLICE DETAIL. LOCATION OF SPLICES AND SPLICE STAGGER REQUIREMENTS SHALL BE AS INDICATED ON THE DRAWINGS 9. ALL WALLS, C,OLUMNS, PIERS AND PILASTERS SHALL BE DOWELLED TO THEIR SUPPORTS AS INDICATED ON THE DRAWINGS. 10. PROVIDE 3/4 -INCH CHAMFER AT ALL EXPOSED CONCRETE EDGES AND CORNERS UNLESS OTHERWISE INDICATED. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE A.S.T.M. A36. WELDING ELECTRODES SHALL BE E70 SERIES, ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS, TIMBER 1. ALL FRAMING LUMBER SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS, 2• ALL PLYWOOD SHALL BE GRADE -MARKED EXTERIOR GRADE WITH EXTERIOR GLUE AND AS SPECIFIED. PLYWOOD PANEL ID INDEX: F 0 R 1/2" - 24/0 3. ALL WALL PLATES ON CONCRETE SHALL BE TREATED LUMBER AS SPECIFIED. 4. WALL PLATES SHALL BE BOLTED TO CONCRETE WITH 5/8" X 12" BOLTS AT 48" MAXIMUM ON CENTER UNLESS OTHERWISE DETAILED. PLACE FIRST BOLT 9" MAXIMUM FROM THE ENDS OF ALL WALL PLATES AT THE CORNERS INTERSECTIONS, NOTCHES AND OPENINGS. 5. TWO INCH SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL S SUPPORTS. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS, RAFTERS, OR STUDS WHERE SPANS EXCEED 8 FEET. 7. PROVIDE STANDARD WASHERS FOR ALL BOLT HEADS OR BOLTS IN CONTACT WITH WOOD. 8. PREDRILL HOLES WHERE NECESSARY TO PREVENT SPLITTING, DESIGN CRITERIA UNIFORM BUILDING CODE 1979 EDITION. WALL: LATERAL PRESSURES IN ACCORDANCE WITH SOIL REPORT. NOTES HOOK DIAG 5ARS: LAP A5 I. NUMBER OF ADDITIONAL REINF BARS EA 51DE AS PER UBC TABLE 25-P & AS MODIFIED BELOW INDICATED $ ► HOOK JOISTS OR RAFTERS TO ALL BEARINGS (EXCEPT WHERE JOIST HANGERS): OF OPNG GE -TALL EQUAL I/2 THE NUMBER OF f T 2-12d AS NOTED INTERRUPTED PARS IN EACH LAYER OF REINF. 2-10d B LOCKING BETWEEN JOISTS OR RAFTERS: A) TO EACH JOIST/RAFTER TOE NAIL EACH SIDE OR END 2-10d B) TO BEARING . TOE NAIL EACH SIDE 2, SIZE OF ADDITIONAL. REINF BARS TO EQUAL 2-10d DOUBLE TOP -RATES UPPER TO LOWER .STAGGERED 16d @ 8" O.C. UPPER TO LOWER @SPLICE 3-16d LOWER RATE TO STUD TOPS 2-16d PLYWOOD (UNLESS OTHERWISE SHOWN) 1/2" THICK - PANEL EDGES 10d @ 6" SIZE OF INTERRUPTED REI NSF ISAR5. INTERMEDIATE l0d @ 12" #S HOOF'S IN EACH FACE, 3, PROVIDE STD HOOKS ON BARS IF LAP LENGTH TOTAL OF 2 FOR EXTEN51ON CANNOT BE OBTAINED OR AT ,JOINTS CIRCULAR OPENINGS OR OTHER OF 5TRUCTIONS, PLACE ADDITIONAL BARS IN SAME PLANES AS INTERRUPTED REINF, l 4, UNLESS NOTED OTHERWISE, SIZE OF DIAD BARS SHALL. BE THE,5IZE OF THE LAR6;E5T .NORMAL REINF BAR CUT, LOCATE- DIAG IN EACH LAYER OF REINF, SPACING = 5/2 TYP- S• PLACE DIAG BARS INSIDE INDICATED REINF. F?EINF A5 INDICATED 6. SPECIAL OPNG, CONDITIONS SHALL BE AS ON STRUCT OWGS INDICATED ON THE -OWGS OR AS DIRECTED BY THE ENGINEER. INTERRUPTED NORMAL 7. ALL REINF TO CLEAR OPNG OR FLANGE ol REINFORCING COLLARS BY 2% ADDITIONAL REINFORCING e OPENINGS 4 EXP051FD FACE OF----, CONCRETE CONC COVER A-1 E3- 211 p. WALL5 SUSPENDED SLAG @BEAMS /GIRDERS CONC COVER TIES/ A 1 1l:2 STIRRUPS 15-2 COLUMNS, BEAM5, GIRDER5 10 0 0 CONC ° • ° CONC COVER COVE -' a•° A-3/I1 A I 1 11 _ #5 SMALLER t3 - 211 311 GONG COVER B -''< I� # � li 2 ro 0, LARGER C - 3 C - 311 SLA155 FOOTINGS A. NO EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL 13. EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL C. CONCRETE PLACED AGAINST EARTH NOTE : PROVIDE 311 CONCRETE COVER FOR ALL REINFORCING STEEL IN `TOP SLAF-5,WALL5 4 FOUNDATION 5LAFb ADJACENT TO WET FAGS OF WET WELL. 3 CONCRETE COVER, FOR REINFORCINC4 ST�-E..L_ WALL WATERSTOP WALL W1 REINFORCING EACH FACE TIE #3 CONT TO REINF 2'- 0" OG sa' MAX TYP WATSKSTOP II/211 MORTAR BED SEE SPEC JOINT PREPARATION STARTER WALL SEE SPECIFICATIONS M TIE CONT, 5 TO WATER - STOP a 112" Ole. ATERSTOPa12"% TYP • '° FOUNDATION OR SLAB ®� W/ REINF TOP �, E30T NOTE' MORTAR BED TO SE PLACED IMMEDIATELY SECTION PRIOR TO PLACEMENT REINF EACH PACE OF WALL CONCRETE, CONSTRUCTION JOINT -WALL TO FOUNDATION FO R O:PE N l NLG 5F�AI--- 3j¢ ll/,2" 1/4"CT5K. F,14, MACH. JOINT SEALANT PREPARE �, PRIME 2/8SCREWS @ CORNERS 5EE SPEC i1 5URFACES IN 01= Cie. 4 ►2 0. C. MAX. �4' ACCORDANCE ..Wl FLUSH SURI~ACE IALONG ALL EDGES. CONCRETE MANUFA7,TLIRERS o` d'�� 2- SURFACE RECOMMENDATIONS 4A.6c Il I x I X 2 1t TA P d G 2 x 2 x V411 FOR I/4MACH, SCREW ; h STL, L ((ON 1, ALL eo BAND BREAKER FP`CE OF TACK WELD TO L (TYR) AROUND OPNCa.� TAPE G cp x &"AWCH, - 6 `FROM END 4, 18" O. C. MA X. ° " 3►(17 FLATSTRIP VYATERS70P e CTFR "7�� OF CONSTRUCTION JOINTS__( CHECKERED PLATE COVER DIE ND LAP �, 'BEND . — ICO de 12O.C. EA, ROW (5TAG G E R E D) Q- FR- a- UNLE5.5 OTHERWItiE Q � Q (�VN� I rCUC. I lVlv JOINT IN WALL., �g� SLAB OR FON SEALANT GROOVE � CONSTRUCTION JOINTS STUDS S 110' O,C, -1.211 LONG, I�LKZ>. SHEATFi1NCa ESOUND, 4IL1NU •-20dG 1V' 0. c. �I BEND NOTE: WHERE j �l SHOWN 24 O.C.-TYP. (A' 1 I SINGLE CURTAIN I � ST A(aU R) L FOR LAPS � I� REINFORCING OCCURS BENDS SEE BEND SARS AS SHOWN FOR OUTSIDE CURTAIN POUND. HAILING LEDGE- NAILING -TYP.—SFIEATKINCa PLAN -ALT CORNER PLAN - INTERSECTION PLAN -TYP CORNER EXTER1oR INTERIOR INTERIOR CORNER NON -SHEAR WALL. .5HEAR \NAL�. ri 1"� TYP REINFORCING @INTERSECTIONS OF SEAMS, P1.AN5— TYPICAL 57l7D WALL INTERSECTION'S — WALLS, GIRDERS FOOTINGS 0 CONCRETE 1/4 [1 GROOVE MIN SUR FACE '`t JOINT SEALANT 5EE SPEC 'D ,CUT GROOVE @ CQACI, 1/gl MIN EACH SEE SPECS IF02 SIDE OF CRACK JOINT PREPAQATtON NOTE % CRACK PRIOR TO TEST FILLING -70 ALL CRACKS IN HYDRAULIC STRUCTURES SHALL BE REPAIRED AS INDICATED 4' IN ACCORDANCE WITH THE 5PECIFICATION5 9 CONCRETE CRACK REP�4I�, MULLION ort JA:Mb �F�AMINC� CLIP (TYP EA, cvIOE) NOTE: U5E AT TOP 4 60T OF Ail. MULLS. 4 JAMbS, TYP, MULLIOtA CLIA U c c NE ADER OR K% `IbIMPeONFRAMING CLIP -DOUBLE 5TUD5 a EXT. WALL. LtNTEI OR SILL. 51MP50N,1-IEADER HANGER =51`MP50N" FRAMING CLIP X51 LL It i3 LINTEL CONNECTIOq — REV. I DATE I DESCRIPTION I APP. STRUCTURAL NOTES GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2, NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE STRUC- TURAL NOTES AND TYPICAL DETAILS ON THIS TYPICAL DETAIL SHEET. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS. 5. CONTRACTOR SHALL MAINTAIN DEWATERING UNTIL UPPER LEVEL FLOOR CONCRETE HAS ATTAINED 3000 PSI COMPRESSIVE STRENGTH AND BACKFILL IS IN PLACE. REINFORCED CONCRETE 1. MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: ALL STRUCTURES - 3,500 PSI. 2, REINFORCING SHALL CONFORM TO A.S.T.M. A615 - GRADE 60 3. UNLESS OTHERWISE DETAILED, PROVIDE 1/4 -INCH SPACER BARS OR TIES AT 24 INCHES ON CENTER IN SLABS, BEAMS, GIRDERS AND FOOTINGS TO KEEP MAIN REINFORCING IN PLACE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WALLS, PIERS, SLABS AND FOOTINGS UNLESS SPECIFICALLY DETAILED. 5. JOINTS IN STRUCTURES SHALL BE LOCATED WHERE INDICATED ON THE DRAWINGS, 6. CONSTRUCTION JOINTS NOT INDICATED ON THE DRAWINGS AND REQUIRED FOR CON- STRUCTION SHALL BE KEYED, DOWELLED, AND WATERSTOPPED. 7. WATERSTOPS SHALL BE PLACED AT ALL CONSTRUCTION JOINTS IN THE STRUCTURE. 8, REINFORCING SPLICE LENGTH SHALL CONFORM TO THE TYPICAL SPLICE DETAIL. LOCATION OF SPLICES AND SPLICE STAGGER REQUIREMENTS SHALL BE AS INDICATED ON THE DRAWINGS 9. ALL WALLS, C,OLUMNS, PIERS AND PILASTERS SHALL BE DOWELLED TO THEIR SUPPORTS AS INDICATED ON THE DRAWINGS. 10. PROVIDE 3/4 -INCH CHAMFER AT ALL EXPOSED CONCRETE EDGES AND CORNERS UNLESS OTHERWISE INDICATED. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE A.S.T.M. A36. WELDING ELECTRODES SHALL BE E70 SERIES, ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS, TIMBER 1. ALL FRAMING LUMBER SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS, 2• ALL PLYWOOD SHALL BE GRADE -MARKED EXTERIOR GRADE WITH EXTERIOR GLUE AND AS SPECIFIED. PLYWOOD PANEL ID INDEX: F 0 R 1/2" - 24/0 3. ALL WALL PLATES ON CONCRETE SHALL BE TREATED LUMBER AS SPECIFIED. 4. WALL PLATES SHALL BE BOLTED TO CONCRETE WITH 5/8" X 12" BOLTS AT 48" MAXIMUM ON CENTER UNLESS OTHERWISE DETAILED. PLACE FIRST BOLT 9" MAXIMUM FROM THE ENDS OF ALL WALL PLATES AT THE CORNERS INTERSECTIONS, NOTCHES AND OPENINGS. 5. TWO INCH SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL S SUPPORTS. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS, RAFTERS, OR STUDS WHERE SPANS EXCEED 8 FEET. 7. PROVIDE STANDARD WASHERS FOR ALL BOLT HEADS OR BOLTS IN CONTACT WITH WOOD. 8. PREDRILL HOLES WHERE NECESSARY TO PREVENT SPLITTING, DESIGN CRITERIA UNIFORM BUILDING CODE 1979 EDITION. WALL: LATERAL PRESSURES IN ACCORDANCE WITH SOIL REPORT. EARTHQUAKE: ZONE 4 SEISMIC DESIGN ACCELERATION AT THE SITE 0.15g. LIVE LOAD ON CONCRETE FLOOR AT ELEVATION 843.15 200 P.S.F. NAILING AS PER UBC TABLE 25-P & AS MODIFIED BELOW JOISTS OR RAFTERS TO ALL BEARINGS (EXCEPT WHERE JOIST HANGERS): TOE NAIL EACH SIDE 2-12d STUDS TO BEARINGS: .TOE NAILS EACH SIDE/EA END 2-10d B LOCKING BETWEEN JOISTS OR RAFTERS: A) TO EACH JOIST/RAFTER TOE NAIL EACH SIDE OR END 2-10d B) TO BEARING . TOE NAIL EACH SIDE 2-110d BLOCKING BETWEEN STUDS: TOE NAIL EACH SIDE'OR END 2-10d DOUBLE TOP -RATES UPPER TO LOWER .STAGGERED 16d @ 8" O.C. UPPER TO LOWER @SPLICE 3-16d LOWER RATE TO STUD TOPS 2-16d PLYWOOD (UNLESS OTHERWISE SHOWN) 1/2" THICK - PANEL EDGES 10d @ 6" INTERMEDIATE l0d @ 12" f3o�c.,rl� E' Corr.�,�r'atlfa►-► consulting engineers / arcmitects 118 AIRPORT DRIVE SUITE 212 (714) 824-5580 SAN BERNARDINO CALIFORNIA 92408 Approved Wesley Hylen R.C.E. 11251 Date ,�� ✓ � /-ice �3 S-9 CITY OF FONTA NA , CALIFORNIA PUBLIC WORKS DEPARTNIENJ Drawn by: Scale: 'H. F .F. TYPICAL STRUCTURAL '4-45/-/o" Checked DETAILS AND NOTES Da4:Z;'S5 Checked by: Dwq. No.: Approved: T `�'� ��3� 'CITY I �8