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Home My WebLink AboutB14-0397_Structural 1.1_1414162260.pdf 4 ^1104 . isIs SPECIFICATIONS: (NJ 10ig id m DESIGN LOADS: \ 3/16" ' CODE EDITION: 2012 IBC 1/4" VERT. WEB � , STIFFENER (EACH SIDE (CNTRCTRS LIVE LOADS: AT LOWER PLATFORM OPTN) Cor vi • MECHANICAL PLATFORM 40 PSF (OPEN GRATE FLOORING) BEAMS ONLY) •` DEAD LOADS: • MECHANI GAL PLATFORM 10 PSF (PLUS MECH EQUIPMENT) 10/24/14 LATERAL LOADS: • BASIC WIND SPEED: N/A • EXPOSURE: N/A OR ANY INFORMATION CONTAINED SEISMIC DESIGN CLASS: N/A INPROJECT IN THTITLEH TLBLOCK,• PROHIBITED WITHOUT WRITTEN STEEL BEAM RE: PLAN PERMISSION FROM bPSE. bPSE IS NOT RESPONSIBLE FOR ERRORS STRUCTURAL STEEL: DUE TO SCALED DRAWIN65. REFER ANY QUESTIONS OR A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE DISCREPANCIES TO bPSE PRIOR WITH THE LATEST REQUIREMENTS OF THE AISG "MANUAL OF STEEL CONSTRUCTION AND \//\_ HSS COLUMN RE: PLAN TO OR DURINS CONSTRUCTION. SPECIFICATIONS AND CODE OF STANDARD PRAGTCE. IN/ 3/8" TOP $ BTM B. ALL STRUCTURAL STEEL, INCLUDING PLATES AND ANGLES, SHALL CONFORM TO ASTM PLATE W/ (2)-3/4" 0 A36, EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM qq2 (50 KSI) AND THRU-BOLTS EXCEPT TUBE/ HSS COLUMNS WHICH SHALL CONFORM TO ASTM A500 (46 KSI), GRADE B. THE LATEST ED I T I ONS OF THESE REQUIREMENTS SHALL BE USED (STEEL SUPPLIER MAY I Ti OPTIONALLY PROVIDE ASTM A512, GRADE 50). . C.ANT C. STRUCTURAL BOLTS USED IN THE STEEL FRAMING SHALL BE A325-N, AND INSTALLED TO A AND MI NI BOLTS SHALL BE 5/4" 0 UNLESS NOTEDCHOTHERW I SE BOLTS SHALL BE OF ASTM A307, ` I . I COI I I M I /� ii I i_® I D. STEEL BEAMS AND GIRDERS SHALL BE SUPPORTED IN A BEAM ON COLUMN BEARING 6 0 CONDITION. VERIFY WITH THE STRUCTRAL ENGINEER ANY LOCATION WHERE A CONTINUOUS COLUMN WITH BEAM SHEAR TAB CONNECTION IS PREFERRED. E. TYPICAL FRAMED BEAM CONNECTION SHALL CONSIST OF PAIRS OF 1/4" ANGLES WITH LL STEEL BOLTS AND SHALL USE THE MAXIMUM NUMBER OF BOLTS PER AISC "MANUAL OF I/4" VERT. WEB F... STEEL CONSTRUCTION" TABLE II-A OF THE FRAMED BEAM CONNECTIONS SECTION STIFFENER (EACH SIDE) AND/OR AISG SIMPLE SHEAR CONNECTION MANUAL WITH A525-N BOLTS (OR WELDED EQUI VALENT). F. ALL WELDING SHALL BE PERFORMED BY AN AWS QUALIFIED WELDER CONFORMING TO O "AWS STRUCTURAL WELDING CODE" AWS DI.1, LATEST EDITION. G. MINIMUM WELDS TO BE PER THE AISC TABLE J-2.4 BUT NOT LESS THAN A 3/16" N CONTINUOUS FILLET WELD, UNLESS NOTED OTHERWISE. ill H. DELAY PAINTING WITHIN 3" OF THE FIELD WELDS UNTIL THE WELDS ARE COMPLETED. FIELD WELDS, BOLT HEADS, NUTS AND OTHER SURFACES THAT ARE NOT SHOP PAINTED, ILI AS WELL AS FINISHES DAMAGED DURING SHIPPING OR ERECTION, SHALL BE FIELD } T— PA I NTED PAINTED DIRECTLY AFTER ERECTION. M f: In GROUT: _.... P I STEEL BEAM RE: PLAN L.) A. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AND SHALL BE A3/16" NON-SHRINK, NON-METALLIC GROUT. 410 LILI -v- B. GROUT SHALL BE PROVIDED: CNTRCTRS HS5 COLUMN RE: PLAN 0 • BELOW/ BETWEEN COLUMN BASE PLATES AND CONCRETE SUPPORT. OPTN W/ 3/8" TOP 4 BTM ILI • BELOW/ BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORT. PLATE W/ (2)-3/4" n/ V THRU-BOLTS 1, `� SPECIAL I NSPECTI ONS: I V A. THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION immi SITE; FOR DETERMINATION OF GENERAL CONFORMANCE WITH THE CONSTRUCTION / } DOCUMENTS. SUCH OBSERVATION VISITS SHALL NOT REPLACE THE REQUIRED I I S)\INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS TYP. STL ENT SUPPORT tA MAY BE REQU I RED BY SECTION 17 OF THE 1 BC. NJ B. CONTRACTOR SHALL SUBMIT A LIST OF SPEC 1 AL 1 NSPECTORS THAT HE 1 NTENDS TO USE e I 1=O I 1 FOR THIS PROJECT, TO THE ENGINEER AND GOVERNING AUTHORITIES. SUBMIT ALL \ I . I / / I 1 m INSPECTION REPORTS AND TEST RESULTS TO THE SAME CONTACTS. /C. THE FOLLOWING WORK SHALL BE INSPECTED BY A GERI TI F I ED SPECIAL INSPECTOR, CO UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL, OR OTHER GOVERNING AUTHORITY: I. STEEL CONSTRUCTION limmmmi • ALL WELDING SHALL RECE I VE CONTINUOUS SPECIAL INSPECTION EXCEPT WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH IBC SECTION Lll 1704.3. • THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING THE GROUT CELL ATIli WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS WELDING CONNECTION METAL WALL RIM BEAM PROCEDURE AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE RE: PLAN START OF WORK; PERIODIC INSPECTIONS ARE MADE OF THR WORK I N PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS 15 MADE PRIOR TO COMPLETION OR — VL PRIOR TO SHIPMENT: C P a •• SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 3/16" ` d _ �� CNTRCTRS / H74 Y2 STRUCTURAL MASONRY: OPTN A. LOAD-BEARING CONCRETE MASONRY UNITS ARE (ASSUMED) TO CONFORM TO ASTM CcIO. EXTERIOR WALLS AND WALLS BELOW GRADE SHALL BE GRADE N-I. B. MINIMUM PRISM STRENGTH OF MASONRY WALL ASSEMBLIES ARE (ASSUMED) TO BE F'm = r (1 1500 PSI. (2)-L4X4XI/4 W/ CMU CORE WALL W/ �J / C. MORTAR IS (ASSUMED) TO CONFORM TO ASTM 0210 AND SHALL BE TYPE S OR M WITH (2)-5/8" 0 EXPANSION REINFORCING Z A MINIMUM CUBE STRENGTH OF 1500 PSI. ANCHORS INTO CMU O D. GROUT IS (ASSUMED) TO BE COURSE GROUT AS DEFINED IN 2003 IBC WITH A MINIMUM CUBE STRENGTH OF 3000 PSI. E. WALLS ARE (ASSUMED) TO BE GROUTED WITH HORIZONTAL BOND BEAMS AT 8'-O" 0 VERTICAL. FILL ANY VOIDS AND/ OR CELLS WHERE AFFECTED BY NEW CONSTRUTION. H I- 0 O GENERAL MPEG I F I CATIONS: I,�I �JMU � i �! } A. 1 F CONSTRUCT ON ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE r-,� TY Y ALL I ATM u j LU 0 V RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND In V IL 0 ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. \ S I .y 5/� II 11_011 �J / n (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE \ O O O 0 SOLE RESPONSIBILITY OF THE CONTRACTOR). B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. w w w C. COORD I NATE REQUIREMENTS FOR MECHAN I CAL/ ELECTRI CAL/ PLUMBING PENETRATI ONS j N N THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO In D D D INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. P0 <t REQUIRED FOR INSTALLATION OF SUCH 1 TEMS, UNLESS SPECIFICALLY NOTED ON PLANS. � I � I- D. SUBMIT SHOP AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL AND , 3/16 J-I--1 to N f Q MISCELLANEOUS STEEL TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ,� dl dl D— 1 THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DESIGN. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF THE SHOP DRAWINGS WILL BE AT THE RISK OF THE CONTRACTOR. THE kr) Q 0 00 0 ARCHITECT AND/OR CONTRACTOR ARE RESPONSIBLE FOR CHECKING QUANTITIES, DIMENSIONS AND COORDINATION WITH OTHER TRADES. -.- E. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED I!" STAMP THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. _I - "\�>> F. THE STRUCTURAL DRAW'NGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL _iip00 ttCLc�\t ti ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN VO�',•••, •P 1 r THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRAG 1 NG, AND NECESSARY i PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL ' '�•11P i• i COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) STEEL BEAM RE: PLAN / S 1 •794 • AS REQUIRED. /i � 09/M��g 'Cr G. MAKE THE THE JOB SICTURAL TE ONG INEER SHALL BE RVATIONSNE ESSARYE DTO COING THE NFIRM THAT THEUCT 1 ON PHASE CONSTRUCTIONO `!I'�id' '"••N��`� IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE ‘`\1�NALE- OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE PROJECT: I 12'70 SUB-CONSULTANTS WORK). H. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR STRT DT: 8/2014 EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT I^I�� SEAM �T TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE r.,- TY FY`4 DRWN BY: PUP CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT SHEET AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE SI . I I I 5/z I I = 11_011 SUPPORT BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. 1