412 106TH PL SE 2020-02-25 - Laserfiche WebLink

Permit#: 81903-005 Site Address: 412106TH PL SE Owner: SKELTON SEAN R&NUSTASHA A Tenant: [121901 e] 1. GENERAL STRUCTURAL NOTES: 9. INSPECTION & TESTING: App.Date: 3/4/201.9 REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION Proposed Use: SFR DETACHED SPECIFIC TO REFERENCED PROJECT. PER 2015 IBC SECTION 1810.4.12. Description: UNDERPINNING OF SFR TO STABII I7F NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND FOUNDATION RECORDING THE FOLLOWING: a 2. DESIGN CRITERIA: -PROJECT DESCRIPTION (ADDRESS, INSTALLATION DATE, PERMIT ,-* Reviewed By: Date: lFj/ (� BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): NUMBER) -.4' OfFice Set Job Site Fire/Planning Set 2015 INTERNATIONAL BUILDING CODE (IBC) -FOUNDATION SUPPORTWORKS INSTALLER CERTIFICATION 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) CITY OF EVERETT -PILE AND BRACKET CONFIGURATION -PART DESCRIPTION (PRODUCT MANUFACTURER, BRACKET TYPE, EXPIRES DEAD LOADS: REVIEWED FOR PERMIT PIER TYPE, PIER OUTSIDE DIAMETER, PIER WALL THICKNESS) ROOF DEAD LOAD 15 PSF -PIER INCLINATION, LOCATION, DEPTH, AND INSTALLATION C FLOOR DEAD LOAD 15 PSF PRESSURE ACHIEVED Q WOOD WALL DEAD LOAD 12 PSF CD LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD) ON EL z CONCRETE 150 PCF 20 PERCENT OF PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR. AN ALIGNMENT LOAD (AL) UJ Z THESE DOCUMENTS HAVE NOT BEEN SHALL BE APPLIED TO THE PILE PRIOR TO SEI I ING THE DEFLECTION MEASURING EQUIPMENT TO ZERO OR re Z LIVE LOADS: APPROVED FOR THE ISSUANCE OF ROOF SNOW LOAD 25 PSFA REFERENCE POSITION. THE AL SHALL BE NO MORE THAN 10% OF THE DESIGN LOAD. INCREMENTAL pC PUBLIC WORK,MECHANICAL, FIRE LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. z W p FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF SUPPRESSION,ELECTRICAL OR 0 o � N PLUMBING PERMITS TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION co 3. MATERIALS: AL (.10 DL MAX) 0 MIN. Q w Q BRACKET PLATES - ASTM A36 0.25 DL UNTIL STABLE o U I (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) 0.50 DL UNTIL STABLE Z co PIER TUBES - ASTM A500 GRADE B OR C 0.75 DL UNTIL STABLE 0 F- I- (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI) 1.00 DL UNTIL STABLE EXTERNAL SLEEVE - ASTM A500 GRADE B OR C 1.25 DL UNTIL STABLE 0 w N cc W - w (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI) 1.50 DL HOLD FOR CREEP TEST (SEE BELOW) 0.04 INCHES U_ c 1- W PIER CAP - ASTM A529 GRADE 50 1.25 DL UNTIL STABLE Z (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) 1.00 DL UNTIL STABLE w O ALL-THREAD ROD - ASTM A193 GRADE B7 0.75 DL UNTIL STABLE > J (MIN YIELD STRESS, Fy = --- / MIN TENSILE STRESS, Fu = 125 KSI) 0.50 DL UNTIL STABLE Q W I STEEL ANGLE SHAPES - ASTM A36 0.25 DL UNTIL STABLE (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A 10 �� MINUTE PERIOD. IF MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD 4. WELDING NOTES: THE LOAD TEST SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES, THE PIER IS TO BE DEEPENED AND di°R CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. RE-TESTED, OR THE PIER IS TO BE ABANDONED AND REPLACED WITH A NEW PIER. IF THE LOAD TEST Og USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. IS TO BE HELD THE PIER MOVEMENTS SHALL BE MEASURED AT 15, 20, 30, 40, 50, AND 60 MINUTES. cit d •201.9 • / 5. CORROSION PROTECTION: THE CREEP VERSUS THE LOGARITHM OF TIME SHALL BE PLOTTED. IF THE CREEP RATE IS LESS THAN Pt SACRAFICIAL DESIGN THICKNESS - CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE 0.080 INCHES BETWEEN 6 AND 60 MINUTES, THE LOAD TEST SHALL BE CONSIDERED SUCCESSFUL. GENERAL NOTES erv�ce�1'I, TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50-YEAR SCHEDULED PUSH PIER TEST PRESSURE (PSI): [DESIGN LOAD] X 1.5 / 9.62 IN2. SACRAFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358. , REVISIONS 6. INSTALLATION: SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION // /////J PRESSURE IS TO BE DETERMINED BY THE FOLLOWING EQUATION: I. A I DO NOT PLACE PIERS / \ THIS ZONE W/O DIRECTION PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN LOAD] X 2 / 9.62 IN2. / \ \ \ FROM ENGINEER \ ' DO NOT PLACE PIERS / j MINIMUM INSTALLATION DEPTH IS 10'-0"± UNO. THIS ZONE W/O DIRECTION \ // CONTRACTOR TO NOTIFY �PROJECT NO: EOR IF (E) FOUNDATION MFR19-014 CONTACT ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER. FROM ENGINEER \ / CRACK IS PRESENT IN THE DESIGNED BY: °•" ° SPAN BETWEEN FOUNDATION DRAWN BY: 7. EXISTING UTILITY LINES: i . .. �. I CAF CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING �� BRACKETS CHECKED BY: INSTALLATION. CVR,JLD DATE: 02-21-2019 8. PUSH PIER SPLICING: NO PIER PLACEMENT ZONE PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING • SHEET NO: WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE. SCALE: NTS Di ■