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HomeMy WebLinkAbout2488-s-0.tifGENERAL. 1. TI -1E55 NOTES 4 SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN iN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ARCHiTELT/ENGINEER OF CONFLICT$ WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES 4 DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS, 4 DETAILS PROVIDED ON 5-1 SKEET, WHERE NO DETAILS ARE SHOWN CONSTRUCTION SMALL CONFORM TO SIMILAR UJORK ON THE PROJECT. 3. TIME GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 SITE CONDITIONS I3E1=0RE STARTING FORK, ANY DISCREPANCIES allAI-1_ 15r= REPORTED TO THE ARCHITECT/IHNGINIHER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO SE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM TO THE 1994 UN iFORM LSU i L D ING CODE STANDARDS 4 THE REGULATIONS OF THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY 4 THOSE STANDARDS 4 CODES LISTED IN THESE GENERAL NOTES. (a. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO, BRACING 4 SHORING FOR LOADS DUE CONSTRUCTION EQUIPMENT, ETC. 1. WHERE RE1rERENCE 15 MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SMALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SMALL INVESTIGATE SiTE DURING CLEARING 4 EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. iF ANY SUCH STRUCTURES ARE FOUND THE ARCHITECT/ ENGINEER 15 TO BE CONTACTED IMMEDIATELY. 9, CONSTRUCTION MATERIAL SMALL BE SPREAD OUT iF PLACED ON ROOF, LOAD SMALL NOT EXCEED THE DESIGN LiVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SNORING AND/OR BRACING. CONCRETE 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNiFORI" i WILDING CODE. 2. ALL CEMENT SHALL. CONFORM TO A.S.T.M. C-1501 TYPE i OR lit LOUD ALKALI. 3. FINE 4 COURSE AGGREGATE SHALL CONFORM TO A.5.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. 4. ALL AGGREGATE SHALL 5E COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 DAYS OF DRYING NOT EXCEEDING 0.0456. 5. DRYPACK SHALL 5E COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND, 6, ANCHOR 5OLTS, DOWELS, INSERTS, ETC. SMALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 1. CONCRETE SMALL BE CURED BY KEEPING THE CONCRETE CONTINUOUSLY WET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESS1VE STRENGTH OF 2500 PSI AT 28 DAY5, UNLESS NOTE OTHERWISE, THE WATER TO CEMENT RATiO SHALL NOT EXCEED (o 1/2 GAL. PER SACK OF CEMENT. MINIMUM OF 5 SACKS OF CEMENT PER CU51 C YARD, MAX. 51 -UMP = 411 • 9, ANCHOR 5OLT HOLDOWNS, # POST BASE SiZES 4 LOCATIONS SMALL BE PER THE STRUCTURAL DRAWINGS. THE PLACEMENT OF THESE ITEMS SHALL LSE COORDINATED WITH THE FRAMING CONTRACTOR. 10, ALL I-IOLDOWN ANCHOR BOLTS SMALL BE SECURED TIGHTLY iN PLACE PRiOR TO FOUNDATiON INSPECTION. 11, REFER TO ARCHITECTURAL, MECHANiCAL, ELECTRICAL, 4 PLUM5ING DRAUJiNGS FOR Mi,5C. ITEMS TO 5E CAST INTO CONCRETE, 4 FOR FLOOR FINISHES, DEPRESSIONS, PITS, ETC. R = INFORCiNG STEEL. 1. ALL REiNFORCNG SMALL 5E A.S.TM. A-615 GRADE 60 UNLESS NOTED OTHERWISE. 2. ALL REINFORCING TO eE WELDED SMALL BE OF A WELDABLE GRADE SUCH AS A.S.T.M. A106, 3. USE LOW HYDROGEN ELECTRODES, GRADE E-10 FOR WELDED REINFORCING RODS. 4. ALL REINFORCING SHALL 5E SECURELY TIED AND 5RACE IN PLACE PRiOR TO POURING CONCRETE 4 PLACING MASONRY. 5. REINFORCING 5ARS MARKED CONTINUOUS SHALL 5E SPLICE WITH A MiNiMUM OF ­55 �a5 5AR DIAMETERS iN MASONRY 4 30 #BAR DIAMETER iN CONCRETE. 8, PROVIDE THE MiNIMUM COVERING OF CONCRETE: DELOW GRADE (UNFORMED) 3" CLR. 15ELOW GRADE (FORMED) 2" CLR, 1. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL_ CONCRETE SLA5 4 5EAM5 SHALL 5E SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT FOR REVIEW PRIOR TO FASR I CAT i ON. LUMMER 1. ALL STRUCTURAL LUMBER SMALL 18E GRADED IN ACCORDANCE WITH THE "GRADING 4 DRESSING RULES 016" OF THE WEST COAST LUMBER. INSPECTION 5UREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY WALLS SHALL BE PRESSURE TREATED DOUGLAS FIR. MARKED OR BRANDED eY AN APPROVED AGENCY. 3, ALL BOLTS SMALL BE BORED WITH A 51T 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER 4. ALL BOLTS SMALL BE RE-TiGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SMALL NOT 1.3E CIT FOR PiPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2x SOLID BLOCKING SMALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL 5UPPORT5. I. ALL STRUCTURAL PLYWOOD SHALL. 5E MANUFACTURED WITH EXTERIOR GLUE 4 CONFORM TO PS -1-83. EACH SHEET SHALL BE IDENTIFIED WITH AN A.P.A. GRADE TRADE MARK SEE DRAWINGS FOR GRADE 4 THICKNESS. 8. ALL 5OLTS BEARING ON WOOD SMALL HAVE STANDARD CUT WASHERS UNDER HEAD 4 NUT, UNLESS NOTED OTHERWISE, 9, ALL J015T DANGERS SMALL BE "SiMPSON", "ARCH-RiB" OR AN APPROVED EQUAL. 10, ALL STRUCTURAL LUM15ER SMALL 5E DOUGLAS FIR -LARCH OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. STUDS, PI-ATE5, BLOCKING *i-Fb=1500 pa BEAMS 4 STRINGERS 4x 01-Fb m 1500 Pat rox OR LARGER 01-1=b=1300 pat POSTS 4 MULLIONS #I-Fb =1200 PSI ROOF PLANKING 4 DECKING COM. DEX.- F. 1450 pai JOISTS 4 PLANKING 4 RAFTERS 01-1=b=1500 pai BOARDS, SHEATHING 4 STRIPPING CONST. GRADE 5ILL6, PLATES, SLEEPERS, POSTS IN CONTACT WITH CONCRETE WHICH CONST. GRADE iS IN CONTACT WITH EARTH PRESSURE TREATED 11, ALL NAILS SHALL 5E COMMON W i RE 4 CONFORM TO TABLE NO, 25-I- C Oi+ THE 199 4 U.5.C, 12. WHERE LAG SCREWS ARE USED. PREDRILL HOLE FOR SHANK THE SAME DIAMETER 1ETER A$ THE SHANK, 4 -1 aro SHANK. DIAMETER FOR THE THREADED PORTION. SCREWS SHALL BE INSERTED WITH THE TURN OF' A WRENCH. DRIVING WITH A (-HAMMER WILL NOT BE PERMITTED. GENERAL FOUNDAT i ON NOTES 1, ALL REQUIRED FILL 4 5ACKFILL SHALL BE COMPACTED TO AT LEAST 95 5a OF THE MAXIMUM DENSITY OBTAiNAeLE BY THE A.S.T.M. DESIGNATION D -155-i METHOD OF COMPACTION. FLOODING OR JETTING 15 NOT PERMITTED. 2. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18" BELOW THE FINAL ADJACENT GRADE OR FLOOR LEVEL, WHICHEVER 15 LOUDER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 3. UNDER ALL INTERIOR 5L.A55 ON GRADE PROVIDE A 2" LAYER OF MOiST SAND OVER AN IMPERMEABLE MEM5RANE OVER PROPERLY GRADED au GRADE. 4. ALLOWABLE SOiL PRESSURES: 1500 PSF PER SOILS REPORT PREPARED: GEOLA56- REPORT NUMBER: 152(oL4 WESTLAKE VILLAGE DATED: JUNE 26, 1990 5. ALL 5011. WORK SMALL COMPLY WITH THE 5011.5 REPORT. ALLOWA5LE LATERAL PRESSURE: 400 PCF GLUED -LAMINATED MAMS 1. GLUED -LAMINATED 5EAM6 SHALL 5E COM51NATION "24F -V6 DF/DF INDUSTRiAL APPEARANCE GRADE WHERE NOT EXPOSED 4 ARCHITECTURAL GRADE WHERE EXPOSED. 2. EXTERIOR GLUE SHALL 5E USED WHERE LAMINATED SEAMS ARE EXPOSED TO THE WEATHER, 3. ALL STRUCTURAL GLUED -LAMINATED LUM5ER SMALL 5E INSPECTED DURING LAMINATION 5Y AN APPROVED INSPECTION AGENCY. PROVIDE CERTIFICATE OF INSPECTION TO THE 5UiLDiNG DEPARTMENT. 4. EACH PIECE OF STRUCTURAL CLUED -LAMINATED LUM5ER SHALL. 5E STAMPED WITH AN IDENTIFYING NUM5ER 4 SHALL 5E ACCOMPANIED 5Y A CERTIFICATE OF INSPECTION AS REQUIRED IN SECTiON '.1'704 OF THE U.5,C. a. INDUSTRIAL APPEARANCE LAMINATED 5EAM5 MAY 5E GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMiNATED SEAMS SHALL 5E INDIVIDUALLY WRAPPED, 8, ADEQUATE 5RACiNG SHALL BE PROVIDED DURING ERECTION. 1. THE LAMINATED SEAMS SHALL BE FURNISHED 4 DETAILED 5Y A LICENSED FABR I GATOR SPECIALIZING IN THIS TYPE OF WORK, 8, ALL GLUED -LAMINATED BEAMS $HALL BE FA5RiCATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS, COMMON WIRE NAILS i. JOiST OR RAFTERS AT ALL BEARINGS TOE NAIL EACH SiDE 3-8d 2. 5RiDGiNG TO JOiST TOE NAIL EACH END 2 -6d 3. 1 "xro" SU55L✓OOR OR LESS TO EACH JOIST a a wM FACE NAIL 2 -66 Q 4. LUIDER THAN 1 "xro" 5UE3FL.00R TO EACH JOiST �o Cn FACE NAIL 3-86 a 5. 2" SUBFLOOR TO JOIST OR GIRDER J BLIND 4 FACE NAIL. 2 -1(od_ Q (o. SOLE PLATE TO J015T OF BLOCKING n Pry FACE NAIL 166 a 16 O.0 1. TOP PLATE TO STUD :D 0 m END NAiL 2-166 V) 8. STUD TO SOLE PLATE Oo TOE NAIL 4-8d 9. DOU1r3LE STUDS FACE NAiL l rod im 24" O.C. 10. DOUBLE TOP PLATES FACE NAiL trod a 1(" O.0 11, TOP PLATES, LAPS, 4 INTERSECTIONS FACE NAiL 2-166 12, CONTINUOUS HEADER, TWO PIECES 4 0 ALONG EACH EDGE 1 rod a 1 ro" O.0 13. CEILING JOIST TO PLATE TOE NAIL 14. CONTINUOUS HEADER TO STUD a TOE NAiL 4-Sd 15. CEILING JOISTS, LAPS OVER PARTITIONS FACE NAiL 3 -trod fro. CEILING JOISTS TO PARALLEL RAFTERS o FACE NAIL 3 -trod 11, RAFTER TO PLATE TOE NAiL 3-66 18, 1" BRACE TO EACH STUD 4 PLATE FACE NAiL 19. 1 "x8" SHEATHING OR LF -65 TO EACH BEARING � FACE NAIL 2-6d 20, WIDER THAN 1 "x8" SHEATHING TO EACH 5EARiNG A FACE NAIL 5 -ad 21, BUiLT-UP CORNER STUDS 16d 0 24" O.C. 22, BUILT-UP GIRDER 4 5EAM5 AT TOP 4 BOTTOM STAGGER 206 0 32" O.0 AT ENDS 4 EACH SPLICE 2-206 23, 2" PLANKS AT EACH BEARING 2-166 24. 5LOCKiNG BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS TOE NAiLS EACH SIDE 2-10d TO JOIST OF RAFTER BEARINGS TOE NAiLS EACH SIDE 2-106 25, J015TS OR RAFTERS TO SIDES OF STUDS 8" OR LE55 3 -trod 26. BLOCKING BETWEEN STUDS EACH END 2-166 OR 2-106 TOE NAILS 21. RIBBONS TO STUDS i" RI15130N5 2-5d 2" RleeON5 2 -trod (STUDIO ARCMTECTURE+PLANNING RNGI"ZRING + SURMING 701 W. GRAHAM AVE. STE. D LAKE EL.BINORM. CA 92630 (909) 674-9800 9519 SAN --SO DWG. N0. 2488 SHEET 110 OF15 SHTSI SHEET 10 of 18 r © a a wM Q �o Cn a W0 � 0 /w// J �c N U Q Q n Pry Zw 0V :D 0 m [ V) z Q� w= CL d Oo y 4 0 a o � A �n �C DWG. N0. 2488 SHEET 110 OF15 SHTSI SHEET 10 of 18