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HomeMy WebLinkAboutPLANS - 06-00158 - 228 N 3rd W - ShedGENER. (STRUCTURAL NOTES GENERAL REQUIREMENTS FOUNDATION DRAWINGS FOUNDATIONS WERE DESIGNED WITH AN ALLOWABLE BEARING PRESSURE THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL OF 1500 PST FROM THETHE 2003 IBC. IN THE EVENT THAT GEOTECHNICAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES DATA IS NOT PROVIDED SSEOCo WILL NOT ASSUME LIABILITY FOR ENGINEERING BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES THEY EXPERTISE NORMALLY PROVIDED BY A REPUTABLE GEOTECHNICAL ENGINEER. NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. MISCELLANEOUS ITEMS CALCULATION AND DESIGN OF MISCELLANEOUS NON-STRUCTURAL ITEMS, SUCH AS STAIRS, RAILINGS, NON-STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL ITEMS, SUCH AS DOORS AND WINDOWS, ARE NOT INCLUDED AND ARE TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. CONSTRUCTION MEANS AND METHODS THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORM -WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. DIMENSIONS, INSERTS AND OPENINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONTRACTOR SHALL ESTABUSH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. STANDARDS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDING CODE. TYPICAL DETAILS AND NOTES TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PIANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY BASIS FOR DESIGN GOVERNING BUILDING CODE: ...... ... .... ..... _ ........2003 IBC GRAVITY DESIGN DESIGNATION ROOF W SHAPE AND STRUCTURAL TEE DEAD ............ ..... ............... .... 4 PST ROOF SNOW LOAD ...... ....... ..... .... ..... .. 35 PST Is (SNOW LOAD IMPORTANCE FACTOR) ....... .... .... ........ 1.0 DRIFTING PER IBC CHAPTER 16 36 KSI SEISMIC DESIGN USE GROUP... ......... .. ...... .. ..... ........1 IE.. ......... .............. ............................ 1.0 SDS(SHORT PERIOD) ..... ... .... ... .. ... ..... .....0.53 SDI (1 -SECOND PERIOD) .. .................................0.26 SITE CLASS.. ..... .... ...... _ . _ ......... D LATERAL SYSTEM... ... .. ..... .... STEEL SHEAR WALL R.............................. ....... ..... ........... .. 6.5 SEISMIC COEFFICIENT (ASD) ........ .......... ... ...........0.15 ANALYSIS PROCEDURE......... EQUIVALENT LATERAL -FORCE PROCEDURE PORTION OF SNOW LOAD INCLUDED .........:.................. OR MND DESIGN BASIC WIND SPEED ............................. .......... 90 MPH EXPOSURE ......... ........ ........ ...................... C IW._ .... ........ .......... .... .............. .. 1.0 SOILS SOIL BEARING PRESSURE...............................1500 PST REINFORCING STEEL GRADE TYPE GRACE ASTM STD #4 OR LARGER 60 1 A615 STRUCTURAL STEEL GENERAL DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE SPECIFICATIONS. AND STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AS CONTAINED IN THE "AISC MANUAL OF STEEL CONSTRUCTION". NINTH EDITION. MEMBERS STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING ASTM STANDARDS AND MATERIAL PROPERTIES. MEMBER DESIGNATION GRADE (Fy) W SHAPE AND STRUCTURAL TEE ASTM A992 GRADE 50 50 KSI CHANNELS, TEES AND ANGLES ASTM A36 36 KSI BARS AND PLATES ASTM A36 36 KSI HSS (ROUND PIPE) ASTM A500 (GRADE B) 42 KSI HSS (RECTANGLE TUBE) ASTM A500 (GRADE 8) 46 KSI HIGH STRENGTH BOLTS ASTM A325 -N -- NUTS ASTM A563 -- HARDENED STEEL WASHERS ASTM F436 -- LOAD INDICATOR WASHER ASTM F959 -- ANCHOR BOLTS (ANCHOR RODS) ASTM F1554 36 KSI BRG (W/ WELDABIUTY PL PLATE SUPPLEMENT SI) CHANNEL MACHINE BOLTS ASTM A307 -- HEADED STUDS ASTM A108 (TYPE B) -- THREADED ROD ASTM A36 36 KSI OTHER STRUCTURAL STEEL ASTM A36 36 KSI SHEET METAL ASTM 611, GRADES A AND E 33 KSI STANDARD ABBREVIATIONS AB ANCHOR BOLT MER MANUFACTURER AO AMERICAN CONCRETE INSTITUTE MAX MAXMUM ABC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MECH MECHANICAL AN9 AMERICAN NATIONAL STANDARDS INSTITUTE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS ALT ALTERNATE NIS NOT 10 SCALE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL GC - ON CENIFR BOT BOTTOM OPP OPPOSITE BRG BEARING PL PLATE C CHANNEL PUT POUNDS PER UNFAIR FOOT CENTER UNE PST POUNDS PER SQUARE FOOT 0 CLEAR P9 POUNDS PER SQUARE INCH COL COLUMN - RDM REQUIRED OONC CDNCREIE SIM SIMILAR COM CONTINUOUS SPEC SPEOFICARON DM OR 0 DIAMETER SID STANDARD DWG DRAWING TAB TOP AND BOTTOM OF EACH FACE TAG TONGUE AND GROVE BEV ELEVATION TO TOP OF ED EOUAL TOC TOP OF CONCRETE EW EACH WAY TOD TOP OF COCK IF FINISH FLOOR TOF TOP OF FOOTING FIR FLOOR TOL TOP OF LEDGER IT FOOT TOP TOP OF PANEL FIG FOODNC TOS TOP OF STEEL GSN GENERAL STRUCTURAL NOTES TOW IOP OF WALL HORIZ HORIZONTAL TIP TYPICAL INFO INFORMATION DEC UNIFORM BUILDING CODE K MR (1,000 LBS.) UNO UNLESS NOTED OTHERWISE K9 MPS PER SQUARE INCH VERT VERTICAL L ANGLE W WIDE RANGE U DOUBLE ANGUE - W/ WITH DH LONG LEG HORIZONTAL W/0 WIIHOOI LLV LONG LEG VERTICAL WT WEIGHT LO Low i FOUNDATION PLAN SCALE: 1/4"=I' -O" APPROVED —Dw � w�5 BUILDING INSPECTOR ,NY illEMION O i:MYc l'rtCf,1liiN QF THESE PLAEiS SHAH NOT BE IITADEIDWITTHOUT AUtHlOR"ATION BY SHEET INDEX Nol 94ET ITIE SalGSN SID AEMMATKNS, SHUT RAE(( ALIO FOUNDATION PUN $1.1 1 END ELEVATION AND DETAILS m m so.1 m H bapzz u {Tn Z KEYNOTES 1. ROLL UP DOOR FRAME 2. ROLL UP DOOR, (1) END ONLY 3. STEEL LOC ENDS END ELEVATION SCALE: 3/8"=V-0" 41- -7 APPROVE BUILDING INSPECTOR NY i.LiEkATIL1N ;CALL' Nol HIE �F THESE PLAIiAUTiiC3RIZATl0tB GY AQE WITNOU (1EFicla N'T CEIIL©IRC (STEEL LOC TO FRAME ATTACHMENT No � KELOSES 1. SLAB BY OTHERS, AS OCCURS 2. 4 MAR AT 3'-0' O.C. MAX FOR UPLIFT ONLY), AS OCCURS W/ SLAB 3. T/8x4xCONT BPA 4. STEE LOC ARCH, SEE PUN 5. (2) #10 TEC SCREWS PER PANEL 6. HSS 2x40/16 KEYNOTES. i I. 1/4" END CAP PLATE ? 1 4 ACS �❑ 1/4 ACS B CROSS SECTION 2. HSS2x2x1/4 3. /6 DOWEL O _ � 48" 3 B NOW, A DOWELS SHALL BE FIRMLY SEATED IN SOIL TO PROVIDE UPLIFT RESISTANCE. DOWELS ARE NOT REQUIRED W/ A END VIEW INTERIOR SUB �2y ELEVATION OF GROUND ANCHORAGE ASSEMBLY KEYNOTES' I. 1/4- END CAP PUTE- ACS ,/4 1/A ACS"� MIN I 2 2 Z F B CROSS SECTION 2. H552x2x1/4 3. k6 DOWELS B I I� 3NOTE` 3 1 ACS A. DOWELS FIRMLY SEATED INN SV SOIL T TO PROVIDE UPLIFT RPRE NOT EREO RED W%WELS A END VIEW INTERIOR SUB e ELEVAT10N OF GROUND ANCHORAGE ASSEMBLY msR COB 0u Z IF IWI