916 105TH PL SE 2023-08-01 - Laserfiche WebLink

a GENERAL REQUIREMENTS PIN PILES (CONT.) S. FREFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO PIN PILE SPLICING: �a WAS.Iii. �'REFERENCED PROJECT. PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHTisiky,1 WILL ENSURE JOINTS DO NOT SEPARATE. ` „'o_ \: �'2' a NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. , / ', DESIGN CRITERIA TESTING & INSPECTION 5FADesignGroup,u.c �.6 4 O 4 O OR ISeavle,,p= y. N12311.11YYM.ean BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): SPECIALIOINS ECTIONN& TESTING PER REVIEWING JURISDICTION. o��SION �� 2018 INTERNATIONAL BUILDING CODE (IBC) PI ES ARE DRIVEN UNTIL LESS THEN 1 INCH MOVEMENT IS OBSERVED IN A EXPIRES: 12/24/24 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) SPEctAL I J �ECTNS ONE—MINUTE TIME SPAN USING A 110LB (OR 140LB) PNEUMATIC HAMMER (i 0 Z 2018 WASHINGTON BUILDING CODE fJtREO SE L`Q,� Z 2018 WASHINGTON RESIDENTIAL CODE lS .3- i PIN PILE TEST PRESSURE (PSI): [DESIGN LOAD] X 2.0 / [AREA OF HYDRAULIC RAM]. — Z MAX LOAD TO PIN PILE = 6 KIPS DEAD LOADS: CC Z ROOF DEAD LOAD 15 PSF FLOOR DEAD LOAD 15 PSF — _ WOOD WALL DEAD LOAD 12 PSF t� / �// I DO NOT PLACE PILES 0- CC CONCRETE 150 PCF \ . I THIS ZONE W/O DIRECTION W W DO NOT PLACE PILES I \ \! i FROM ENGINEER CC 0 LiJ co LIVE LOADS: THIS ZONE W/0 DIRECTIONI CONTRACTOR TO NOTIFY Z Z 2 ROOF SNOW LOAD 25 PSF / (E) Qa Q FROM ENGINEER I FOR IFFOUNDATION D J FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF -:. 61/7>77—. CRACK IS PRESENT IN THE W = PIN PILES UV v BRACKETS FOUNDATION < 0 ILTI 0 z ° W MATERIALS: Z ILl 7 CCBRACKET PLATES — ASTM A36 D o rn L (MIN N YIE DSSTR— ASS, Fy = 36 KSIDE B OR C MIN ENSILE STRESS, Fu = 58 KSI) NO PILE PLACEMENT ZONE0 0 0 W PI(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI) SCALE: NTS EXTERNAL SLEEVE — ASTM A500 GRADE B > CC (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI) ; z PIER CAP — ASTM A529 GRADE 50 aril "� - " ET (MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) r �� V I +` COIL ROD — ASTM A193 GRADE B7 REVIEWED FOR �ERi1/l;T Q > (MIN YIELD STRESS, Fy = 105 KSI / MIN TENSILE STRESS, Fu = 125 KSI) 2 W STEEL ANGLE SHAPES — ASTM A36 1i5 (MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI) Silhig►� V r: • . v I� ,I .7.1.40 L. i - d inspection [1.\\ WELDING NOTES: FEB 1 1 2023 ilj CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. USE GENERAL NOTES E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. CITY OF EVERETT CORROSION PROTECTION: APPROVED Permit Services REVISIONS SACRIFICIAL DESIGN THICKNESS — CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO Office of Community, Planning&Economic Development CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50—YEAR SCHEDULED SACRIFICIAL PLANNING DEPARTMENT THICKNESS LOSS IN ACCORDANCE WITH ICC—ES AC358. /fin INSTALLATION: Name 0--MG��X — DATE:`?�1 � SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. PROJECT NO: PIN PILES ARE TO BE DRIVEN TO REFUSAL. INSTALLATION REFUSAL IS CONSIDERED TO BE MFR22-191BY: DESIGNED O: REACHED WHEN THE ENERGY FROM A 150 LB PNUEUMATIC HAMMER NO LONGER CARRIES A JAM VERTICAL DISPLACEMENT OF ONE INCH MOVEMENT OBSERVED IN A ONE MINUTE TIME Permit#: 62302-043 DRAWN BY: SPAN TO THE PILE. Site Address: 916 105TH PL SE JAM CHECKED BY: Owner: EVANS LINDA DATE: MINIMUM INSTALLATION DEPTH IS 10'-0"± UNO. Tenant: 01.26.2023 App.Date: 2/11/2023 NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT BE ACHIEVED. Proposed Use: PIN PILES/STRUCTIIRALSLAB/ SHEET NO: EXISTING UTILITY LINES: FOUNDATION REPAIR Si escription: UNDERPINNING EXISTING SFR •1 CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING INSTALLATION. Reviewed By D : .28 U E OfFice Set Date: 2 I, 23 fob Site Set 11 MAR 0 8 2023 0 CITY OF EVFpr:T Permit Servic,:,•-N