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HomeMy WebLinkAbout3174-16TAOS for ALL 'SEASON GENERAL USAGE NOTES PANEL MARK NO. KEY PLAN 1. BUILDING IS DESIGNED TO COMPLY WITH TO WAC 51-40-1101 & INDEX OF DRAWINGS CALIFORNIA TITLE 24. BACK NO. TITLE 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 1997 UBC TA -01 COVER SHEET CODES FOR THE FOLLOWING LOADS: TA -02 HANDLING INSTRUCTIONS ROOF SNOW LOAD = °250 PSF W1 TA -03 FLOOR PLAN FLOOR LOAD = 400 PSF UBC SEISMIC ZONE 4, 1 = 1.0, SOIL PROFILE So, SEISMIC SOURCE TYPE A, LESS THAN 2 KM IBC DESIGN SPECTRAL RESPONCE Ss = 3.41, S1 = 1.59 BASIC WIND SPEED = 120 MPH, EXPOSURE C j I 3. BUILDING TYPE: UBC TYPE V—N OCCUPANCY: B EXTERIOR WALLS: 1—HR RATED PER UBC TABLE 7-13, ITEM 7-1.1 MINIMUM DISTANCE TO PROPERTY LINE: 10 FEET 4. CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f'c = 5000 PSI 0-) FINAL AIR ENTRAINMENT 5 1/2% ± 1% IN PLASTIC CONCRETE. REINFORCING STEEL: #3 GRADE 40, #4 AND LARGER GRADE 60 MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED R1—L P1 UNIT A R1 —R P1 F1 BUILDING ELEVATIONS W6 TA -05 W7 TA -06 INTERIOR ELEVATIONS P3 P2 DETAILS R2—L 3:UNIT B O R2—R F2 W12 CASTING TOLERANCES OVERALL LENGTH OR WIDTH 10 FT OR UNDER = 3 1/8' 10 TO 20 FT = +1/81, -3/16' 20 TO 40 FT = ±1/4' TOTAL THICKNESS = -1/8, +1/4 VARIATION FROM SQUARE = ±1/8 PER 6 FT OF DIAGONAL LOCAL SMOOTHNESS = 1/4' IN 10 FT SWEEP = t1/4' POSITION OF TENDONS = t1/4' POSITION OF BLOCKOUTS = ±1/4' SIZE OF BLOCKOUTS = t1/4' POSITION OF EMBEDS ±1/4' TIPPING AND FLUSHNESS OF PLATES = +1/16, -1/4 BOWING = LENGTH/360 END SQUARENESS = ±1/8' 4649 Brockton Aveme O REV. Riverside. CA 92506 (951) 369-07100 0 Fax (951) 369—W39 — DIAL TWO WORKING e—mail: comworks@pe.net DEFDRE "" DAYS BEFORE II Y11U DIG YOU DIG http://www.comworksdg. om TOLL FREE 1-800-227-2600 aI S 1 4 H0 Q u p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2002 NATIONAL ELECTRIC CODE I CALIFORNIA CODE OF REGULATIONS, TITLE 24 i REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL I SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I STANDARDS IN EFFECT. NORTH Prepared Under The Supervision Of : CITY OF FO N TANA, CALIFORNIA SCALE: NTS COVER SHEET DATE_ 12/7/04 DRAWN BY: RDW J K BULIK FSA RK DESIGNED BY: LA -1 T E2 Date CHECKED BY: APP ED BY: DRAWING NO.: CWDG JOB NUMBER: 010320 CXT---- 1 O$r 3� 74 CITY E GINEER R.C.E. 51152 DATE. 3� TA -04 BUILDING ELEVATIONS TA -19 TA -05 BUILDING ELEVATIONS TA -06 INTERIOR ELEVATIONS TA -07 DETAILS N TA -20 FLOOR SLAB F1 COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES. TA -08 WALL PANEL W1 TA -09 WALL PANEL W2 TA -22 TA -10 WALL PANEL W3 TA -11 WALL PANEL W4 TA -12 WALL PANEL W5 TA -13 TA -24 WALL PANEL W6 00 TA -14 6. WALL PANEL W7 TA -15 WALL PANEL W8 TA -16 ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S WALL PANEL W9 TA -17 WALL PANEL W10 TA -18 WALL PANEL W11 CASTING TOLERANCES OVERALL LENGTH OR WIDTH 10 FT OR UNDER = 3 1/8' 10 TO 20 FT = +1/81, -3/16' 20 TO 40 FT = ±1/4' TOTAL THICKNESS = -1/8, +1/4 VARIATION FROM SQUARE = ±1/8 PER 6 FT OF DIAGONAL LOCAL SMOOTHNESS = 1/4' IN 10 FT SWEEP = t1/4' POSITION OF TENDONS = t1/4' POSITION OF BLOCKOUTS = ±1/4' SIZE OF BLOCKOUTS = t1/4' POSITION OF EMBEDS ±1/4' TIPPING AND FLUSHNESS OF PLATES = +1/16, -1/4 BOWING = LENGTH/360 END SQUARENESS = ±1/8' 4649 Brockton Aveme O REV. Riverside. CA 92506 (951) 369-07100 0 Fax (951) 369—W39 — DIAL TWO WORKING e—mail: comworks@pe.net DEFDRE "" DAYS BEFORE II Y11U DIG YOU DIG http://www.comworksdg. om TOLL FREE 1-800-227-2600 aI S 1 4 H0 Q u p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2002 NATIONAL ELECTRIC CODE I CALIFORNIA CODE OF REGULATIONS, TITLE 24 i REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL I SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I STANDARDS IN EFFECT. NORTH Prepared Under The Supervision Of : CITY OF FO N TANA, CALIFORNIA SCALE: NTS COVER SHEET DATE_ 12/7/04 DRAWN BY: RDW J K BULIK FSA RK DESIGNED BY: LA -1 T E2 Date CHECKED BY: APP ED BY: DRAWING NO.: CWDG JOB NUMBER: 010320 CXT---- 1 O$r 3� 74 CITY E GINEER R.C.E. 51152 DATE. 3� 16 GA IRON WIRE. REINFORCING TO BE PLACED IN CENTER TA -19 WALL PANEL W12 OF PANEL UNO. WELDED WIRE FABRIC(W.W.F.): 4x4xW8xW8, Fy=65 KSI (OR EQUIVAL). TA -20 FLOOR SLAB F1 COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES. TA -21 FLOOR SLAB F2 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS(i.e. PS -2, R301) I TA -22 ROOF SLAB R1 -R REFER TO CXT STANDARD EMBEDMENT CATALOG. TA -23 ROOF SLAB R1—L TA -24 ROOF SALB R2—R 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. TA -25 ROOF SLAB R2—L ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S TA -26 INTERIOR PARTITIONS P1,P2 & P3 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION TA -27 FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING CRITERIA FOR SPECIFIC STYLE OF BUILDING. TA -28 PLUMBING PLAN TA 29 PLUMBING DETAILS , DIAGRAMS & SCHEDULE 8. CONSTRUCTION COMPLIES WITH THE SPECIAL INSPECTION PROVISIONS TA -30 ELECTRICAL NOTES, LEGEND & SCHEDULE OF THE 1997 UBC, SECTION 1701.5. SPECIAL INSPECTORS ARE TA -31 ELECTRICAL PLAN & SCHEDULE QUALIFIED PER UBC SECTION 1701.2. j APPLICABLE CODES TA -32 MATERIAL LIST 1997 UNIFORM BUILDING CODE 2003 UNIFORM PLUMBING CODE i CASTING TOLERANCES OVERALL LENGTH OR WIDTH 10 FT OR UNDER = 3 1/8' 10 TO 20 FT = +1/81, -3/16' 20 TO 40 FT = ±1/4' TOTAL THICKNESS = -1/8, +1/4 VARIATION FROM SQUARE = ±1/8 PER 6 FT OF DIAGONAL LOCAL SMOOTHNESS = 1/4' IN 10 FT SWEEP = t1/4' POSITION OF TENDONS = t1/4' POSITION OF BLOCKOUTS = ±1/4' SIZE OF BLOCKOUTS = t1/4' POSITION OF EMBEDS ±1/4' TIPPING AND FLUSHNESS OF PLATES = +1/16, -1/4 BOWING = LENGTH/360 END SQUARENESS = ±1/8' 4649 Brockton Aveme O REV. Riverside. CA 92506 (951) 369-07100 0 Fax (951) 369—W39 — DIAL TWO WORKING e—mail: comworks@pe.net DEFDRE "" DAYS BEFORE II Y11U DIG YOU DIG http://www.comworksdg. om TOLL FREE 1-800-227-2600 aI S 1 4 H0 Q u p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2002 NATIONAL ELECTRIC CODE I CALIFORNIA CODE OF REGULATIONS, TITLE 24 i REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL I SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I STANDARDS IN EFFECT. NORTH Prepared Under The Supervision Of : CITY OF FO N TANA, CALIFORNIA SCALE: NTS COVER SHEET DATE_ 12/7/04 DRAWN BY: RDW J K BULIK FSA RK DESIGNED BY: LA -1 T E2 Date CHECKED BY: APP ED BY: DRAWING NO.: CWDG JOB NUMBER: 010320 CXT---- 1 O$r 3� 74 CITY E GINEER R.C.E. 51152 DATE. 3�