Laserfiche WebLink
CODES AND STANDARDS <br /> 2015 WASHING C TON STATE BUILDING ODE(2018 IBC) 5 �� <br /> 2015 WA5HINGTON STATE MECHANICAL GORE(2018 IMG) M <br /> 2015 WA5HINGTON PLUMBING GORE(2015 UPC) �e.�l WA T <br /> F l <br /> 2018 lNA5HIN(5TON STATE FIRE CODE(2018 IFG) <br /> O <br /> 2011 NATIONAL ELEGTRIGAL GORE(2011 NFPA 70E) H <br /> 2015 lNA5HINGTON STATE ENERGY GORE(2015 IECC) <br /> 2010 ADA STANDARDS �� 1133 Q w <br /> /STvt fit' <br /> ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" <br /> TMS THE MASONRY SOCIETY,TMS 402,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" <br /> W V o <br /> Z <br /> a oogm <br /> }LI S <br /> F N z <br /> <L V ¢ <br /> CODE SUMMARY: 0 0 <br /> a�.E8'$YE zwuq <br /> IF <br /> OCCUPANCY CLASS.: U Q ��0°"$ <br /> C2=_'.�'�d v <br /> CONSTRUCTION: VB z F'j a 1 O <br /> AREA: 55 F1-2 <br /> AREA ALLOWABLE: 5500 F1-2 ill [� E <br /> HEIGHT: 1 STORY b0 Y y <br /> HEIGHT ALLOWABLE: 1 STORY w f N� w <br /> OCCUPANT LOAD: 1 O Z o ° `a <br /> U <br /> DESIGN LOADS <br /> ROOF:5NOW LOAD 25 FSF In. F <br /> ROOF: DEAD LOAD 10 P w w 5F w <br /> !^TALL DEAD LOAD 10 PSF O � 0 <br /> IBC SEISMIC DE516N CATEGORY D <br /> DE516N WIND SPEED (ULTIMATE) 100 MPH <br /> EXPOSURE C Q 0 <br /> ALLOWABLE 501L BEARING 1500 P5F <br /> co <br /> SEISMIC DESIGN DATA: WIND DESIGN: z y <br /> 0_ Q <br /> RISK CATEGORY: II RISK CATEGORY: II N O <br /> IMPORTANCE FACTOR: 1.0 Q 2 <br /> WIND SPEED= 100 MPH Z <br /> SS: 1.241 Q 1 IS) <br /> EXPOSURE: C z LU z <br /> S1: 0.441 w <br /> SITE CLASS: D <br /> INTERNAL PRESSURE COEFE= t 0.18 0 O <br /> � �[� � W <br /> SMS: 1.489 w- U z �— <br /> SM1: 0.820 <br /> z LU 0 Z <br /> SDS: 0.993 Q to <br /> SD1: 0.547 1W Dw q) Q <br /> STEEL CONSTRUCTION (PER TABLE 1705.2.2 IN 2016 CBC O <br /> SEISMIC DESIGN CATEGORY: D Q 1) W-1 <br /> R= 3 L.0 LU ui <br /> VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION = H <br /> BASE SHEAR: V= 0.331 W Z w W uj r <br /> -1 g O > w <br /> CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE INHOUSE FIELD m a Lu LU N <br /> PLAN SET# <br /> z zz E5R01 <br /> BEARING WALL SYSTEM: STEEL SYSTEMS NOT IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED X AISC 360 SECTION A3.3 X () DATE: <br /> SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, IN THE APPROVED CONSTRUCTION DOCUMENTS z 03/28/2023 <br /> EXCLUDING CANTILEVER COLUMN SYSTEMS Q <br /> REVISIONS <br /> MANUFACTURER'S CERTIFIED MILL TEST REPORTS - X - - X - O W REV. GATE: BY <br /> ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD 1 04-26-2023 GR <br /> mm <br /> SPECIAL INSPECTIONS O <br /> (V 0 DRAWN BY: <br /> CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1705.3 isGR <br /> EXCEPTION 2.3 [FOOTINGS] SHEET NO. <br /> EXCEPTION 3 [SLAB] G /� <br /> JOB CREATED:5/1/2023-LAST SAVED BY:Cruport ON 5/1/2023-LAST PRINTED:5/1/2023-LOCATION:O:\Engineering RI\Plan 5et5\E5R01-Everett 5idewa k,WA\E5R01-Everett Sidewalk 4001,AA-230501.dwg L <br />