Loading...
HomeMy WebLinkAbout2268-PA-0015Tue Jul i r 13:,0'.0':49 1993 s2-t36b K:\PL0TS\QUEUES\T36B\AR051A.PRF STRUCTUKAL GENERAL NOTES of -ONI -7 EDGE OF PLATFORM REINFORCII STEEL ' -7 °--1 8 � - 0' 1 81 � E I. ALL WORKMANSHIP, M I AND TESTING SHALL CONFORM TO THE I. ALL REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMAN REQUIREMENTS -.OFT 1.991 NIFORM BUILDING CODE, AS AMENDED BY WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED _ CONCRETE CONSTRUCTION", LATEST EDITION, PUBLISHED BY W.C.R. S. 1. THE CITY OF FONTA -- -- - I T q' -p' I 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO TRACTO�S RESPONSIBILITY TO VERIFY ALL ----- I - ' ---------- - ' - I-------�---1----F ---- 2. IT SHALL BE THE CON ASTM A-615 GRADE 60. -- i T- -i I I 2'-0' 2'-0" DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK AILS AND DIMENSIONS ON THE STRUCTURAL DRAWINGS WITH I I DET 3, ALL REINFORCING STEEL SHALL. HAVE THE FOLLOWING MINIMUM RELATED REQUIREMENTS ON THE ARCHITECTURAL, CIVIL, AND CONCRETE COVERAGE, UNLESS NOTED OTHERWISE: TYPE B I ELECTRICAL DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. A. .CONCRETE PLACED AGAINST EARTH _ 3° SEE DETAIL 2 I I I _ B. CONCRETE WITH FORMED SURFACES IN CONTACT I i - 0151 I _ � �, � 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WITH EARTH = 2a PA q I TYPE A i I I WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO C. CONCRETE EXPOSED TO WEATHER - 2 �., TYPE A I I I _- I 8 __ -' - - - -- - - - -j - -' I SEEI DETA L - �j I- -j = = THE ATTENTION OF THE RES I DENT ENG I NEER BEFORE PROCEEDING WITH C I I I I PA- 00 15 _ _ -'`: - - - - i - - - - - - - - - - - - CONSTRUCTION. t �_ _ _ _ - -t -' ►- 4. DETA I LS MARKED TYP I CAL SHALL APPLY I N ALL CASES, UNLESS I- -- -- -- - -t - - - - - - -- fl- - SPECIFICALLY DETAILED OTHERWISE. WHERE NO DETAIL IS SHOWN, �J i---------- ' I I I I CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. I, LUMBER SHALL BE DOUGLAS FIR -LARCH GRADED IN ACCORDANCE L - _ WITH THE LATEST WESTERN WOOD PRODUCTS ASSOCIATION GRADING I I I I I 5. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE DESIGN AND RULES. ALL LUMBER SHALL BE S4S AND GRADE STAMPED: I INSTALLATION OF TEMPORARY SHORING AND BRACING SHALL BE THE SELECT STRUCTURAL. ROOF RAFTERS, CEILING JOISTS, AND RESPONSIBILITY OF THE CONTRACTOR. RAFTER TIES SHALL BE NO.2 OR BETTER. FOUNDATION PLAN 1 5101.DEr PA -0015 I I I �� 6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. NO WOOD MEMBER SHALL BE CUT, NOTCHED OR BORED. EXCEPT AS FONT j j j Cv ` DETAILED OR PERMITTED BY THE BUILDING CODE. j I j 3, BOLT HOLES IN WOOD SHALL BE 1/32 ' TO 11& ' LARGER THAN THE BOLT. f ATIS USE WASHERS UNDER HEAD AND NUT OF BOLTS. 8'-0' I'-6' I I I. ALL FOUNDATION AND S01L WORK SHALL FORM TO THE q, ALL NAILS SHALL BE GALVANIZED COMMON WIRE NAILS. RECOMMENDATIONS OF THE FOUNDA TIO NVE IGATION PERFORMED -2' I I i BY THE L.K.R. GROUP, INC. DATED: MAY 25, 1993. I 5 T T TYP I TYP i - N 2. ALL FOOTINGS SHALL BE ESTABLISHED PROPERLY COMPACTED 0 6, UBC TABLE N0.25 -Q NAILING SCHEDULE OR GALVANIZED j I - ------�-- - COMPACT NATURAL SOIL. FRAMING CONNECTORS SHALL BE USED FOR ALL CONNECTIONS UNLESS --- I 6 3. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE INSPECTS OTHERWISE SPECIFIED. j CIAI I I n, PA -0015 AND APPROVED BY THE BUILDING INSPECTOR AND A REPRESENTATIVE F ----------�--�---------------------- ---- -- _ -- --- -�- --1 - TYP THE SOIL ENGINEER PRIOR TO PLACING CONCRETE. ANCHOR�.TS I— T 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - 1- -�- -I - - - - - BOLT MATERIAL SHALL BE I N ACCORDANCE WITH ASTM A36 OR ASTM - - - - - - - - I I C„ A307, UNLESS OTHERWISE SPECIFIED. -N STRUCTM STEEL 2. EACH ANCHOR BOLT SHALL BE 7 1/2a 7 1/2^ 1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM WITH ASTM HOT DIPPED GALVANIZED TO CONFORM TO ASTM A153 WITH A o 'C. -.+a -►j q- I'/2' DIA �--� a A-36, AND SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST MINIMUM OF 2.0 OZ. OF ZINC COATING PER SQUARE FOOT. ' ANCHOR BOLTS 7 1 7 /2 A. 1. S. C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND /2 4 - I' DIA ERECTION OF STRUCTURAL' STEEL FOR BUILDINGS.' 7 I/2 7 1/2 SEE DETAIL 9 LL N ANCHOR BOLTS 3, .AUTS AND WA ES H RALL BE GALVANIZED CON 15 FORMING TO 2. TUBES SHALL CONFORM TO ASTM A-500, GRADE B (Fy- 46 KSI). ASTM A153. PA -00 6 3. BOLTS SHALL CONFORM TO ASTM A-307 UNLESS NOTED OTHERWISE. SEE DETAIL PA -0017 4. SHOP DRAWINGS FOR STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. 5. ALL WELD I NG SHALL CONFORM TO A. W. S. A5. I AND A. W. S D I . I OF THE 3 STRUCTURAL WELDING CODE. PA-0015COLUMN FOOTING - TYPE A r8 _ TYP � 6. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED FOR THE TYPE OF COLUMNFOOTING DETAIL TYPE E FONT5102 .DET PA -001 5 1/2 ^ = I ' _p' FONT5108 .OST PA -001 5 OPERATION INVOLVED. i/2 ' = I1_06 7..E-70XX ELECTRODES SHALL.. BE USED, UNLESS NOTED OTHERWISE. #4 8. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. #q _TIE SET - _TIE SET _ © _ I 9. WELD METAL DEPOSITED BY THE ELECTROSLAG OR ELECTROGAS . _i _ _ ___ 2-1/2" DIA X I2' LONG o WELDING PROCESS SHALL CONFORM TO THE REQUIREMENTS OF ---I-- --- I2 DIA X IL LONG - I Q ANCHOR BOLTS EACH SIDE �' I SUBSECTION 4.20 OF A.W.S. D I . I . ANCHOR BOLTS EACH SIDE i I O F 8 ANCHOR BOLTS - - TOTAL OF 8 ANCHOR BOLTS Q ~ 10. STRUCTURAL STEEL ADJACENT TO SOIL SHALL HAVE 4° MINIMUM TOTAL 0 - - - -- - CONCRETE COVERAGE. PLACE ANCHOR BOLTS. 6' PLACE ANCHOR BOLTS 6° �I FROM EACH CORNER 8-#8 FROM EACH CORNER 11/2' DIAMETER I I ANCHOR BOLT II. ALL COMPLETE PENETRATION GROOVE WELDS AND PARTIAL I I I S E C T iOIi 6 A PENETRATION GROOVE WELDS SHALL BE TESTED BY ULTRASONIC SECTION 3A 2 X 4 STUD WALL 2 X 4 STUD WALL 101 TESTING. PA -0015 SEE DETAIL 6/PA-0019 %2' = i'-0' PA -0015 SEE DETAIL 6/PA-0019 i 1 50 ANCHOR BOLT ' ' ' ' ZD"" O 6' ANCHOR BOLT 1 1 -N PROJECTION -�, ROJECTION I ' N ('GROUT I I GROUT --- PROJECTION TOP OF '�' LNEXPOSED C CRETE 0 1 2 3 4 5 6 7 8 9 10 11 1 FT TOP OF 1 CONCRETE PLATFORM Y6 CONCRETE PLATFORM - - - - - - - - - - �' I. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH -- - x - - - - - - - - I w - 6A 58' X 3 �q' SO f' c= 3,250 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. q 6FT 3A _ - PA')i �' o w r PA -0015 V) C-) w PLATE WASHER 2. ALL CONCRETE SHALL BE ROCK CONCRETE CONFORMING TO ASTM C-33. CONSTRUCTION JOINT - - '- `� CONSTRUCTION JOINT ~ N j 1/2 a I -O, (ROUGHEN SURFACE) 14- #A -co 4 (ROUGHEN SURFACE) - 3, CEMENT SHALL BE PORTLAND CEMENT, TYPE II CONFORMING TO ASTM C-150 AND SHALL BE TESTED. 12FT Z1 1 1 , I - 1 <L5,-§, - - - - - - - 04LLJ - �s -DOWELS ANCHOR BOLTS AND OTHER INSERTS 1-0�w 7- #q-------- - -- -- -- -- -- -- J- I 4. ALL REINFORCING BARS, ,W SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. /4 - -o�7-#6- ------ - --�--` -- --0 ---0 -- --�- iY- -- -- - _ 5, MASTER BUILDERS 'MASTERFLOW 713 GROUT", OR EQUAL NON -SHRINK j ,.J 12-#4 EO SPACED GROUT, SHALL BE USED WHERE 'GROUT' IS SPECIFIED ON DRAWINGS. :r Z�- I4- #6 I �J I TOP &BOTTOM O 0 0 SE TIO 3 COLUMN FOOTING SECTIO 6 ANCHOR BOLa- UjT DETAIL 9 CITY OF FONTANA, CALIFORNIA FOOTING S Q z COLUMN a ,_ a ✓ DR. N0. DAF7E CHECKED BY tfi:.�'`, a (} �j PA -0015 3 I 0 FONT5109 .DET PA -0015 APPROVED CITY ENGINEER RE. NO f•'3 FONT5103 .DET PA -0015 V2a = I' -0' FONT5106 XET /i v CONTRACT NO. 0632,0 DESIGNED BY EG I ONA� RAIL AUTHOR AUTHORITY COMMUTER RAIU SAN BERNARDINO LINE Information confidential !W, ! �A SOUTHERN CALIFORNIA R DRAWING No. al l plans, drawings, speaif1 H. MUL I A QR qt 16777 ORANGE WAY FONTANA CALIFORNIA PA -00 1 5 cations, and or Information Y �O H 'v.., F,I Professional Engineering Services and Staff Support `for the Metrolink Regional Rail System furnished herewith sha I I DRAWN B �.� �'i/ . 7 S C R R A remain the property of the R i SLEY/FORD ""� � REVISION SHEET N0. P [ E R 0Lh 16, OL A 4`101 Southern California Regional EPAR51'�5 L'� LF -UW, INC- �i CHECKED BY1 NA Rail.Authority and D. Ib%� - � � ' L . GRAY -_ - Ic R. Has, Inc.I ao ,.Kest walnut Street sha I I be held confidential; ,` _ � Pasadena, Cal i forn i a 91124 STRUCTURAL FOUNDATION PLAN, SC A L E and shall not be used for 3�0 /g , RU DK any purpose provided rAPPROVED BY p7UISED DETAILS/NOTES for In agreements with the Do KRAV I F �` ®_ TAILS, AND GENERAL NOTES AS NOTED Southern California RegionalDATE RELEASED, )R BID Rail Authorlty. 7/06/93 F APPROVED= G:\protects\deco\orange\ar\fonts05 1 . dtz DESCRIPTION eAPP. 3 07/27/93 13:01: 18 S\T36B\ARS5IA.PRF Tue Jul 27 13:!X,0':49 1993 34-tJOD n:\rLW10".,.��.