1917 127TH PL SE 2022 Plans 2024-11-26

GENERAL REQUIREMENTS PUSH PIERS (CONT.) REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND EXISTING UTILITY LINES: rillirillIllr0-iVASiliiREQUIREMENTS SPECIFIC TO REFERENCED PROJECT. r�.� '7�.CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION. aNOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. PUSH PIER SPLICING: -�DESIGN CRITERIA PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL ENSURE /.. SFA Design Group, u.c JOINTS DO NOT SEPARATE. ` ,�y '""o`I"L"`an""" ""'�" Portland,Oft I LNermnre,CA S WA 2y BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): TESTING & INSPECTION I o��sjONA o � 2018 INTERNATIONAL BUILDING CODE (IBC) CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2018 IBC SECTION 1810.4.12. 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE FOLLOWING: EXPIRES: 04/04/24 U 2018 WASHINGTON BUILDING CODE J 2018 WASHINGTON RESIDENTIAL CODE • PROJECT DESCRIPTION (ADDRESS, INSTALLATION DATE, PERMIT NUMBER —! DEAD LOADS: • PILE AND BRACKET CONFIGURATION ROOF DEAD LOAD 15 PSF • PART DESCRIPTION (PRODUCT MANUFACTURER, BRACKET TYPE, PIER TYPE, PIER OUTSIDE DIAMETER, PIER WALL �_ Z FLOOR DEAD LOAD 15 PSF THICKNESS) Q z WOOD WALL DEAD LOAD 12 PSF • PIER INCLINATION, LOCATION, DEPTH, AND INSTALLATION PRESSURE ACHIEVED fi INTERIOR WALL DEAD LOAD 9 PSF w a DECK DEAD LOAD 12 PSF LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD) ON 20 PERCENT OF cr w w o CONCRETE 150 PCF ,� _. PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR. AN ALIGNMENT LOAD (AL) SHALL BE APPLIED TO THE PILE 0 (/) N CITY Y OF tVtRETT PRIOR TO SETTING THE DEFLECTION MEASURING EQUIPMENT TO ZERO OR A REFERENCE POSITION. THE AL SHALL BE NO Z Z _1 rn LIVE LOADS: REVIEWED FOR PERMIT MORE THAN 10% OF THE DESIGN LOAD. INCREMENTAL LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING O D a' Q ROOF SNOW LOAD 25 PSF SCHEDULE. I•— U E- DECK LIVE LOAD 60 PSF < Z � ��--- FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION o p r W AL (.10 DL MAX) 0 MIN. ti CC PUSH PIERS 0.25 DL UNTIL STABLE Z w w 0.50 DL UNTIL STABLE �— MATERIALS: 0.75 DL UNTIL STABLE ® p w BRACKET PLATES — ASTM A36 1.00 DL UNTIL STABLE U- cc (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) 1.25 DL UNTIL STABLE >a. w PIER TUBES — ASTM A500 GRADE B OR C 1.50 DL HOLD FOR CREEP TEST (SEE BELOW) 0.04 INCHES W Q (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI) EXTERNAL SLEEVE — ASTM A500 GRADE B 1.00 DL UNTIL STABLE " 1.00 DL UNTIL STABLE i : (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI) 0.75 DL UNTIL STABLE < PIER CAP — ASTM A529 GRADE 50 0.50 DL UNTIL STABLE 2 (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) 0.25 DL UNTIL STABLE COIL ROD — ASTM A193 GRADE B7 (MIN YIELD STRESS, Fy = 105 KSI / MIN TENSILE STRESS, Fu = 125 KSI) LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A 10 MINUTE PERIOD. IF STEEL ANGLE SHAPES — ASTM A36 MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD THE LOAD TEST SHALL BE HELD FOR (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) AN ADDITIONAL 50 MINUTES, THE PIER IS TO BE DEEPENED AND RE—TESTED, OR THE PIER IS TO BE ABANDONED AND GENERAL NOTES REPLACED WITH A NEW PIER. IF THE LOAD TEST IS TO BE HELD THE PIER MOVEMENTS SHALL BE MEASURED AT 15, 20, WELDING NOTES: 30, 40, 50, AND 60 MINUTES. THE CREEP VERSUS THE LOGARITHM OF TIME SHALL BE PLOTTED. IF THE CREEP RATE IS CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS LESS THAN 0.080 INCHES BETWEEN 6 AND 60 MINUTES, THE LOAD TEST SHALL BE CONSIDERED SUCCESSFUL. REVISIONS REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. PUSH PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / [AREA OF HYDRAULIC RAM]. CORROSION PROTECTION: SACRIFICIAL DESIGN THICKNESS — CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS SAFEBASE WALL ANCHOR SYSTEM DUE TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50—YEAR SCHEDULED SACRIFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC—ES AC358. • WALL It: SIZE= SAFEBASE 11x18x11GA ASTM A1011 CS TY B, OR 12"x31"x11GA ASTM A1011 CS TY B INSTALLATION: HOT DIP GALVANIZED PROJRE22 04N1O: SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION DESIGNED BY: PRESSURE IS TO BE DETERMINED BY THE FOLLOWING EQUATION: • EARTH PLATE: SIZE= SAFEBASE 16"x24"x7GA ASTM A1011 CS TY B MEK HOT DIP GALVANIZED DRAWN BY: MEK PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN LOAD] X 2 / [AREA OF HYDRAULIC RAM]. CHECKED BY: CVR, THREADED ROD: 3/4-10x78" ASTM F1554 GRADE 55, HOT DIP GALVANIZED DATE: JLD MINIMUM INSTALLATION DEPTH IS 10'-0"t UNO. LOCKING ROD END: 21/8x1.15 NUT 3/4-10 THREAD ASTM A563/1045, NICKEL PLATED 05.18.202E NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED. LOCKING COUPLER: 3x1 3/4-10 THREAD ASTM A563, NICKEL PLATED SHEET NO: SOCKET WASHER: 2x0.245 ASTM A563, NICKEL PLATED BALL NUT: 1x11/4 NUT 3/4-10 THREAD ASTM A563, NICKEL PLATED Si ■l