1005 NORTH PARK DR 2023-05-19 - Laserfiche WebLink

CONT.PIERS GENERAL REQUIREMENTS PUSH (CONT.) TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO EXISTING UTILITY LINES: rillS114-4: �REFERENCED PROJECT. CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION. 'v, t,,,, ' SC-fa NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. PUSH PIER SPLICING: PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL SFA Design Group,LLC DESIGN CRITERIA ENSURE JOINTS DO NOT SEPARATE. ev PSTRUCT )641-8311 www: SePMe,WA 7e3 BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS : TESTING & INSPECTION r -910ATTER � ) AL 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2018 EXPIRES: 04/04/24 2018 WASHINGTON BUILDING CODE IBC SECTION 1810.4.12. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING 2018 WASHINGTON RESIDENTIAL CODE AND RECORDING THE FOLLOWING: DEAD LOADS: • PROJECT DESCRIPTION (ADDRESS, INSTALLATION DATE, PERMIT NUMBER re 0 ROOF DEAD LOAD 15 PSF • PILE AND BRACKET CONFIGURATION Z FLOOR DEAD LOAD 15 PSF • PART DESCRIPTION (PRODUCT MANUFACTURER, BRACKET TYPE, PIER TYPE, PIER OUTSIDE DIAMETER, Q z BRICK OVER WOOD DEAD LOAD 50 PSF PIER WALL THICKNESS) 0_ INTERIOR WOOD WALL DEAD LOAD 9 PSF • PIER INCLINATION, LOCATION, DEPTH, AND INSTALLATION PRESSURE ACHIEVED W a CONCRETE 150 PCF 0= W cc o LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD) ON 20 0 ° N LIVE LOADS: PERCENT OF PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR. AN ALIGNMENT LOAD (AL) SHALL Z z cc 2 ROOF SNOW LOAD 25 PSF BE APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION MEASURING EQUIPMENT TO ZERO OR A O Y Q FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF REFERENCE POSITION. THE AL SHALL BE NO MORE THAN 10% OF THE DESIGN LOAD. INCREMENTAL U CC LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. < z a PUSH PIERS 0 W Z w MATERIALS: TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION BRACKET PLATES - ASTM A36 AL (.10 DL MAX) 0 MIN. D W o j (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) 0.25 DL UNTIL STABLE 0 CC r W PIER TUBES - ASTM A500 GRADE B OR C 0.50 DL UNTIL STABLE (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI) 0.75 DL UNTIL STABLE L.L EXTERNAL SLEEVE - ASTM A500 GRADE B 1.00 DL UNTIL STABLE ›- 2 (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI) 1.25 DL UNTIL STABLE L O PIER CAP - ASTM A529 GRADE 50 1.50 DL HOLD FOR CREEP TEST (SEE BELOW) 0.04 INCHES > Y (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) 1.25 DL UNTIL STABLE I— COIL ROD - ASTM A193 GRADE B7 1.00 DL UNTIL STABLE Q (MIN YIELD STRESS, Fy = 105 KSI / MIN TENSILE STRESS, Fu = 125 KSI) 0.75 DL UNTIL STABLE 2 STEEL ANGLE SHAPES - ASTM A36 0.50 DL UNTIL STABLE (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) 0.25 DL UNTIL STABLE WELDING NOTES: LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A 10 CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. MINUTE PERIOD. IF MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD GENERAL NOTES USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. THE LOAD TEST SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES, THE PIER IS TO BE DEEPENED AND RE-TESTED, OR THE PIER IS TO BE ABANDONED AND REPLACED WITH A NEW PIER. IF THE LOAD TEST IS CORROSION PROTECTION: TO BE HELD THE PIER MOVEMENTS SHALL BE MEASURED AT 15, 20, 30, 40, 50, AND 60 MINUTES. THE REVISIONS SACRIFICIAL DESIGN THICKNESS - CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS CREEP VERSUS THE LOGARITHM OF TIME SHALL BE PLOTTED. IF THE CREEP RATE IS LESS THAN 0.080 INCHES BETWEEN 6 AND 60 MINUTES, THE LOAD TEST SHALL BE CONSIDERED SUCCESSFUL. DUE TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50-YEAR SCHEDULED SACRIFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358. PUSH PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM]. INSTALLATION: SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION / / /////� DO NOT PLACE PIERS PRESSURE IS TO BE DETERMINED BY THE FOLLOWING EQUATION: PROJECT NO: / \ THIS ZONE W/0 DIRECTION MFR22-156 FROM ENGINEER DESIGNED BY: PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN LOAD] X 2 / [AREA OF HYDRAULIC RAM]. DO NOT PLACE PIERS ( MEK THIS ZONE W/O DIRECTION / CONTRACTOR TO NOTIFY DRAWN R MEK BY: MINIMUM INSTALLATION DEPTH IS 10'-0"f UNO. FROM ENGINEER FOR IF (E) FOUNDATION CHECKED BY: i CRACK IS PRESENT IN THE JLD Al //� K SPAN BETWEEN FOUNDATION DATE: NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED. 08.19.2022 BRACKETS - SHEET NO: NO PIER PLACEMENT ZONE • Si . 1 SCALE: NTS I\ C.)