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Plans (59) BU P2019-00181 - , GENERAL STRUCTURAL NOTES: c ,D PRO,�S�j EXISTING CREEK PURPOSE OF THE PROJECT THE INSTALLATION OF THE FOUNDATION ANCHORS IS INTENDED TO MITIGATE THE SETTLEMENT OF THE WESTERN FOUNDATION OF THE BUILDING. 18,525 J_liTal Mir CODE REQUIREMENTS: i' i\.17-D �u1 �• ! . 0 g% Nor A 6 ! y j CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE. s �� 24C'-0" DESIGN CRITERIA: �' "P 1�' AN' THE FOLLOWING LOADS WERE USED FOR DESIGN: C; :;. .- 1 ON i2 \kP' ,I I I I I I I I I I I E:�:LE,.: : I✓ 24'-0" 24'-0" 24'-0" 24-0" 24'-0" 24'-0" 24'-0" 24'-0" 24-0" 24'-0" ROOF DEAD LOAD: 15 PSF EXPIRES: 06/30/21 /1- t r ,I' 1' t t ,�' i ,I' ROOF LIVE LOAD: 25 PSF I WALL PANEL DEAD LOAD: 81 PSF (/ J —� STEM WALL DEAD LOAD: 100 PSF Pi �. A �'I-.-7. - �_-1. _ .T'_-L �\_ .t-_-1.. - .t-_-L. _ .T'_-t - .1"_-1. - .T,-1.. - J--�. - .T',-L - T.of OFFICE COPY _ - a g- o5 L jNI\ � NI jI jI �� I f�/ '� L"J L J WIND IMPORTANCE FACTOR Iw 1.0f...i W\\ `}� / \N./7 / / I // `�� I \\�C\ WIND EXPOSURE: BCITY OF TIGARDL1.1 D)oo I I h EXISTING RISK CATEGORY: II REVIEWED FOR CODE COMPLIANCE fa a O N I I .in I FENCE SEISMIC IMPORTANCE FACTOR le: 1.0 Approved: ] z cc— n 0`EXISTING (a) D STORAGE \• I I I _ I I SDS CLASS:SITED • 0.72 OTC: • 4 0 v D O a • SHED -- \� ( I SEISMIC DESIGN CATEGORY: D Permit#: �U x,21 Q-• ) m •0) C k \\ 1 ,X\ \ • t\lit 1 / 1�\ \ / \\ 1 / 1\\ /� ,.I \\ %`�\ \ >� 1 z tv Zi HELICAL PILE ANCHORS: Address: G Q Lc �-.)t J h 7 . 1< p P gW N~ ' a c ] © 12'-0"TYP. - 8"X 16" ( ALLOWABLE ANCHOR LOAD Suite#' t1) (U NO SLAB REMOVAL FS2888:MECHANICAL CAPACITY=32.1 KIPS(GROUT FILLED CORRODED WITH 48'SLEEVE) > to 'D • $1.0 PILASTER,TYP. AT TOOL ROOM SOIL CAPACITY=31 KIPS(10-12-14 HELICES)(ASD LOADING) By: —j-'c Date: TYP.AT OVER CUT PH.1 LATERAL RESTRAINT: MECHANICAL CAPACITY=20 KIPS 7 -� 00 00 '43• WEST WALL 12"EA.SIDE SOIL CAPACITY=20 KIPS(10-12-14 HELICES)(ASO LOADING) 4 .a tT / FACTOR OF SAFETY=2(ULTIMATE LOAD) 3 O B \ a a a a a a a a a NUMBER OF COMPRESSION TESTS REQUIRED= 2 0 11) • NUMBER OF TENSION TESTS REQUIRED= 2 ___- CO THE UNDERPINNING BRACKET,EXTENSIONS,HELICES,AND ALL OTHER HARDWARE REQUIRED FOR THE ANCHORS SHALL BE CAPABLE OF SUPPORTING THE KEY: LOADS GIVEN ABOVE. N ] \--PHASE 1,REMOVAL AND REPLACE 6"CONC.SLAB W/#4 8 3/a x 9Y • EXISTING ����/+ GL POSTS,TYP. LOAD TESTING OF THE PILES SHALL BE IN ACCORDANCE WITH GEOPACIFIC REPORTS DATED MARCH 19,2019 AND APRIL 23,2019. FENCE @ 24"0/C EA.WAY.DOWEL INTO EXISTING SLAB AND w WALL PANELS+SLIP DOWELS FOR SLAB CONNECTION STORAGE INTO PHASE 2 SLABS. SOIL CAPACITY OF PILES BASED ON SOILS REPORTS PREPARED BY GEOPACIFIC DATED MARCH 19,2019 AND APRIL 23,2019. YARD N EXISTING CONDITIONS: V) -- t\t\\\�v PHASE 2,REMOVAL AND REPLACE 6"CONC.SLAB W/#4 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY STORAGE @ 24"0/C EA.WAY.DOWEL INTO EXISTING SLAB AND DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. L-1-1 • YARD WALL PANELS. R., YARD DRAINS,CONDUIT,UTILITIES,ETC MUST BE LOCATED PRIOR TO STARTING WORK. Z ] TEMPORARY CONDITIONS: • THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN Z O \ 0 0 0 0 0 0 0 0 0 ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. THE INTERIOR CONCRETE SLAB IS A STRUCTURAL SUPPORT OF THE CONCRETE WALL PANELS. ANY PROPOSED REMOVAL OF INTERIOR SLAB SHALL BE • SUMBITTED AND APPROVED BY THE ENGINEER PRIOR TO CUTTING AND/OR REMOVAL OF SLAB. EARTHWORK: • PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF LOADING AND TO PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE IS TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE DOCK 3 C WATER TO PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO TEMPORARY a DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE.ENSURE THAT THE WATERING OPERATIONS WILL NOT • ADVERSELY EFFECT FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A PROPER WORKMANLIKE MANNER, DRAINAGE STABILIZATION SHALL BE IN STRICT CONFORMANCE WITH THE SOILS REPORT. CONCRETE ACCESSORIES: • " CONCRETE EXPANSION ANCHORS SHALL BE"SIMPSON TITEN HD"OR ENGINEER APPROVED EQUIVALENT. • INSPECTION: 0 O D \ �' '� 5 SPECIAL INSPECTIONS:IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN 0 O O INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF WORK: FRONT OFFICE SPECIAL INSPECTION PROGRAM 1 TYPES OF WORK PERIODIC CONTINUOUS ( COMMENTS I SOILS: tO I SCREW ANCHOR INSTALLATION X PER GEOTECH CO V��P,M\� SCREW ANCHOR LOAD TESTING X PER GEOTECH z CV � 0*OF PP c,-c\o� 1 FOUNDATION PLAN _\ I POST INSTALLED ANCHORS: 0 CNI h. SCALE:X6'=1'-0" '+ -,;)%"`PNG�\,\S�ivO�N��/ S 1 "0 6015 HUNZIKER PCI - BASE.DWG ~ Cly Ir -' O G S Q4 'N O� -/ I SIMPSON TITEN HD I X I I PER ESR 2713 • • N w z .� v O N N \S PN as0o „NOAH NOS �FFs 0\4 - LG 0 G \ \G R '200 vSNP AFF \O � �5� SPECIAL INSPECTION PROGRAM NOTES: C.7‹.0 N !n v0 P c,00-s*-GSSGV 1. PROVIDE SPECIAL INSPECTION,SPECIAL TESTING,REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE Z W -s\N oN sp,S' INTERNATIONAL BUILDING CODE WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE. W t = cY �ti of SPR —.) 0 = 0 2. SPECIAL INSPECTOR QUALIFICATIONS:DEMONSTRATE COMPETENCE.TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE O Z r❑ PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ARCHITECT,ENGINEER.BUILDING (Z Lo < 12'-0" 12'-0" 12'-0"0/C TYP. 12'-0"0/C TYP. OFFICIAL.GENERAL CONTRACTOR AND SPECIAL INSPECTORS. o 0^ , / / Q. m co F= LOCATE VERT.PILES 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE,BUT ARE NOT LIMITED TO: AS CLOSE AS POSSIBLE a. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS.BRING DISCREPANCIES TO THE TO EXIST. FTG IMMEDIATE ATIENTION OF THE GENERAL CONTRACTOR FOR CORRECTION.THEN.IF UNCORRECTED,THE ENGINEER AND TO THE BUILDING (2)PILES REQ'D — EXISTING OFFICIAL. AT BLDG.CORNERS CONTINUOUS FTG. d IO S2.0 © b. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL.ARCHITECT,ENGINEER,GENERAL CONTRACTOR AND OWNER S2.0 S2.0 S2.0 IN A TIMELY MANNER. c. SUBMIT A FINAL REPORT STATING WHETER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED.AND WHETHER THE WORK IS IN I- r T 1 r CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS 1I 1 ►:4 0,14 --V- ►i. ►�. 1;14c- i:4 0:4►:. 0:4 1V 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE.BUT ARE NOT LIMITED TO: I , I 2 a. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION IS REQUIRED. Z —I — I I --f- — IL b. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE J 1 I 1 1 I SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. < w L1I I I c. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. l_. - — 1I _1_ I —1— I d. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. Z 0 I II 1 I I I EXISTING SPOT 1 0 Z • I i 6. DEFINITIONS: F— FTG. a. CONTINUOUS INSPECTION:THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. ,... Q EXISTING b. PERIODIC INSPECTION:THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN w Q tY _L _L SPOT FTG. CONFORMANCE. Z z w I I KEY: SF t,,:. --, 0 m Z State o#'=�r.���. ?1t��,.�j , _•�-;��� i�•r. --. w � PILASTER @ 24'-0' 0/C± G ;s r; 'i code IILI L.L_ t 0 :VERTICAL PILE ❑ Concrete ar . • - :VERT.&DIAGONAL PILE Bolts lnstatfc� .;,;;,Lre„ JOB No. ❑ Special Me' ' r,' =s=ing Concrete Frame 19098 ❑ Reinforcirla Steel&Prestressing Steel Tendons DRAWN CHECKED 2 ENLARGED FOOTING PLAN Structural Wet inp DM DH 0 Si .0 8015 HUNZIKER PCI - FTG PLAN.DWG SCALE:%4'=1'-0" ❑ High-Strenghl Bolting ❑ Structural Masonry DATE 0 7.23.2019 ❑ Reinforced Gypsum Concrete REVISIONS ❑ Insulating Cor,crete Fill \ ❑ Spray Applie=. ?psistive Materials Q ! Pilings,Or,"dIF 4:',era and Caissons 10 '0 0 Shotcrett. o. SHEET 0 CV peciat Gr;;�iir.n fix: , •tion and Filing ❑ smoke-Cot,:;: u.;;.•CV OF 2 ►. co , Other Ins . •