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Home My WebLink AboutB14-0297 Structural plans APPROVED i ; GENERAL NOTES '/ � 1. LIVE LOADS USED SN DESIGN: �� \ � A. DECK 100 PSF 3"-12" \ B. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. �� i . ESTING, INSPECTIONS AND OBSERVATIONS: � GONGRETE SLAB WITH\\ . A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. W.W.F. RE� PLAN � � STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE MATGH � � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED � � INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAI EXISTING � INSPECTIONS" AS MAV BE REQUIRED BV CHAPTER 17 OF THE INTERNATIONAL 4" � BUILDING CODE. � � , Z L4X4XI/4 GONT. ry`'I� \ � � B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLE55 X . � � � < SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL \ 1. CONCRETE CONSTRUCTION O , � a. PERIODIC INSPECTION OF REINFORCIN6 STEEL, INCWDING PLACEMENT. O . b. PERIODIC VERIFICATION OF USE OP REQUIRED DESIGN MIX. � c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO � ;�� FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. � � d. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING � ;�� TEMPERATURE AND TECHNIQUES. �� ., � 2. STEEL CONSTRUCTION STEEL BEAM RE� PLAN � - � � a. ALL WELDING SHALL RECEIVE CONTINUOUS SPEQAL INSPECTION EXCEPT THE POLLOWING: ��'�,. �\ � 1. WELDING DONE IN AN APPROVED PABRICATOR'S SHOP IN , ��.... � ECTION 1 � ACCORDANCE WITH SECTION 1704.3. - \ � b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT 3/4" = I'-O" DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, � � EXISTING GONGRETE WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE PAD VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE � � . � MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS � IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT Of SHOP � WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. ��, ' 2. DECK WELDING. � � � F S, GONGRETE SLAB ON � � +i c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND � S Y., --l METAL DEGiG WITH W.W.F. � J` w MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. RE� PLAN i� �tiG d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFV COMPLIANCE � � WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS VERIFY � � - ��6 SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER IN FIELD � � +3� APPLICATION OF 70INT DETAILS AT EACH CONNECTION. ��. � S � e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS `Oj y SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND �' EXISTIN6 BRIDG MANUFACTURER'S CERTIFIED MILL TEST REPORTS. . � . � ABUTMENT (VE FY) O f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS — X — X — % — X ��. � FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED — — — — — — — �C �� 4�� ry� / . _ ` CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF � +/S � ,�� ,a�}� / L.... w COMPLIANCE. . r�'VG ��... � �` ��, . .�.�. �. . SF., � � �' '��?' � /. . . . . . . . . . . . �'1 1�1 3. FOUNDATIONS � 6+ ...,.. �� / /.. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.�.".'. . A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE 3� �li+ � � � � � 6" � O STEEL BEAM RE� PLAN . . �. CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE � � � � � � � 1 6" C�)-3/4" m STUDS � �, � � ,� I/4" X 8" X � FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIPY IN WRITING THE ACTUAL WITH SLOTTED HOLES �/ � ,�. � � ' . .�?� � � BENT PLATE LD TO � SOILS CAPAQTY IS EQUAL TO OR GREATER THAN ASSUMED. IN BEAM �` �. � .�. . . �.� �Q) � � � EXISTING BR GE BEAM O � ' � � � � � AND PROV E (2)-3/4" m B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING 3/4" X 6" X I'-O" �\� �� BpLTS IN I/2" HORIZONTALLY BEARING PLATE WITH � '�� SLOTTE HOLES IN NEW BEAM � W ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY (2)-3/4" m X b" H.A.S. \ � � �1�, CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS (IN GROUTED GELL) �!i � � � � SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. �� EXI ING BRIDGE �,J O EXISTING GMU WALL � + G UMN AND FOOTING L J C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR (VERIFY) pROUT ALL � ( ERIFY) r� PROPERLV COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BAIXFILL GELLS FOR Ib" EAGH ' �� .�. TI1 � 1 SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITV PER ASTM SIDE OF GENTER �C� �.� �r 1 �—� D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE BEARING PLATE AND ,�,�� O ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL �4" BELOW L4X4XI/4 (WELD TO �� / pj � � � r \ REPORT FOR DESCRIPTION OF BEARING SOIL). EXISTING SLAB . . . . / -I�j � � � `./ �, EDGE ANGLE) � - / ��Q�' �.�. . ,� � � CTI01�1 2 Z 4. CONCRETE .�.; .�/ . .�\ /� . . . . O O �� A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II (_) PORTLAND 3/4" = I'-O" � �� -.� �� . �� CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: ��EXISTING ` �, ��.�.� �.�. ��.�.� � EXISTIN6 BRIDGE- GONGRETE SLAB-ON-METAL � � � WHXIO � � � � � � � . . . DEGK ON STEEL BEAM PURLINS, SUPPORTED ON CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. GONGRETE SLAB ON GPENRGRETE ` � . ,�.�. ,�,�,�. . � �,�. STEEL EDGE BEAMS�WHIGH ARE SUPPORTED METAL DEGK R6 PLAN . � � - �.�.�.�.�.�.�.�.�.�.�. . � . . ON RIGID STEEL FRAMES AT STEEL GOLUMNS FOOTINGS/AND WALLS 3000 psi STD --- -- . '.'.�." � ".�.�.�.�.". . �.�.�.�. SLABS ON METAL DECK 4500 psi STD 0.45 --- � . ,� � � �� .. ". . .�. �.�. . � �.�.�.�. ..- - -_- - _ . � �. . . . . . . . . . -. - - - ' � �, ___i_______ � �� .�. . �� __ �'� ,-- ��YSnN61�� i� -- � - B. SLABS, FOOTINGS, AND WALLS SHALL NOT HAVE 702NT5 IN A '�� . . � FL � � HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF 4 I/2" GONGRETE � ' � � � � - �. � - - �, SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLE55 OTHERWISE SLAB ON 2",20 � � � Ex� STE�; E�6E � r - � - ---- u � i � __ -� -- . '� AM (VERI�Y - ---- SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BV THE (EMBED) EPDXY 6X6 V{2.9XW2.9 �X10 EXISTING � �i � I' . -- - - - Z P ER RETE ��. i --- -- --- --- C2)-3/4" m X 5" - , - I � - - EN6INEER. ; '� w o GAGE GOMP054TE ` � ANGHOR IN SLOTTED � � � � I w w m STEEL DEGiG. � i � REINFORGE WITH , � C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE HOLES �..��.,�p H � �_� ' ' � i �- o ° WITH ACI BUILDING CODE 31S LATEST EDITION, UNLESS NOTED OTHERWISE. USE Z�� `� � . � � � � � . ' - --- - ` � Q �� - - i STANDARD HOOKS FOR DOWELS UNLE55 NOTED OTHERWISE. ALL EXPOSED EDGES OF SHIM AND GROUT � �'�. 52A ��..-- . .�.�.�. � �. .". . - '--- m '_ C O N C R E T E W O R K S H A L L H A V E 3/4 I N C H C H A M F E R, c�p _ � EXISTING BRIDGE U AS REQUIRED �