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Plans GENERAL STRUCTURAL NOTES tskE.D P;0'`Fs OFF: COPY �- ,,EF9 wr PROJECT ADDRESS: HELICAL PILE DESCRIPTION: - 013'/ engineers 12290 SW QUAIL CREEK LANE ALL PILES, FOUNDATION BRACKETS, HARDWARE, ETC.,ARE TO BE -P.,1,;7'22-2=.7=-2°-°' PORTLAND, OR 97223 MANUFACTURED BY FOUNDATION SUPPORTWORKS, INC. (FSI)PER THE o, SPECIFICATIONS IN ICC EVALUATION SERVICE REPORT(ESR-3074). HELICAL .o •- ••+Y FLO FOUNDATION SYSTEMS PROJECT AND LAND USE DESCRIPTION: PILES ARE TO BE INSTALLED BY CERTIFIED INSTALLERS PER THE 9,9 Mg R 09 4¢ HELICAL PILE AND PUSH PIER INSTALLATION IS VOLUNTARILY TO PREVENT REQUIREMENTS OF ESR-3074. 4f) N FISG � FURTHER SUBSIDENCE OF THE STRUCTURE. INSTALLATIONS ARE SUBGRADE EXPIRES:12/31/2017 I AND DO NOT AFFECT THE EXTERIOR APPEARANCE OF THE STRUCTURE. HELICAL PILE SPECIAL INSPECTION REQUIREMENTS: SPECIAL INSPECTION OF PIER INSTALLATIONS SHALL BE PERFORMED DESIGN CRITERIA: ACCORDING TO ESR-3074. THE INSPECTION SCHEDULE SHALL CONSIST OF RECEIVE") CODES: VERIFICATION AND DOCUMENTATION OF PILE AND BRACKET NUMBERS ON 2012 INTERNATIONAL BUILDING CODE (IBC) SITE.THIS SHALL BE FOLLOWED BY OBSERVATION OF THE FIRST 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) INSTALLATION, FINAL EMBEDMENT DEPTH,AND FINAL INSTALLATION TORQUE. JAN 2 3 2017 2010 AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE 7-10) FINAL INSTALLATION TORQUE SHALL THEN BE CORRELATED TO THE 2011 AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL, REQUIRED DESIGN LOAD INDICATED ON PLAN. REMAINING INSTALLATIONS CITY OF TI A D 14TH EDITION(AISC) SHALL BE VERIFIED THROUGH REVIEW OF THE ON-SITE LOG BOOK.A FINAL IJIIriIIl? DIVZ 2011 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE INSPECTION OF THE REMAINING INSTALLED PILES AND LOG BOOK DATA WILL (ACI 318) BE DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE APPLICABLE Ce JURISDICTION. a N DESIGN LOADS(DEAD): a w ROOF: 15 PSF HELICAL PILE PROOF TESTING REQUIREMENTS: � Wal SECOND FLOOR: 12 PSF TESTING SHALL CONSIST OF THE HYDRAULIC LOADING OF ONE PILE IN FIVE UQC FIRST FLOOR: 12 PSF EQUAL STAGES TO 150%OF THE DESIGN LOAD INDICATED ON PLAN. Z J0 WALLS: 12 PSF VERTICAL DISPLACEMENT SHALL BE MONITORED AND RECORDED AT EACH 0Q p DECK: 10 PSF LOADING STAGE. EACH STAGE SHALL BE HELD FOR ONE MINUTE,AND 150% I . � Z DESIGN LOADS(LIVE): DESIGN LOADING STAGE FOR FIVE MINUTES. IF THE TOTAL DISPLACEMENT C O'3 SECOND FLOOR: 40 PSF AT THE END OF THE 150% DESIGN LOADING STAGE IS LESS THAN Y4",THE PILE Z FIRST FLOOR: 40 PSF SHALL BE CONSIDERED ACCEPTABLE. IF DISPLACEMENT EXCEEDS Y4", PILE IS C �O DECK: 60 PSF TO BE INSTALLED TO A DEEPER STRATUM AND RETESTED, OR ABANDONED U.0 N SNOW LOAD: AND A NEW PILE INSTALLED AND TESTED. cV ROOF: 25 PSF '-I PUSH PIER DESCRIPTION: ALLOWABLE NET BEARING SOIL PRESSURE: 1500 PSF(ASSUMED) ALL PIERS, FOUNDATION BRACKETS, HARDWARE, ETC.,ARE TO BE MANUFACTURED BY FOUNDATION SUPPORTWORKS(FSI)PER THE GENERAL: SPECIFICATIONS IN UNIFORM EVALUATION SERVICE REPORT(UES-289). PUSH 1. DETAILS ON PLAN ARE INTENDED TO DEPICT THE GENERAL PIERS ARE TO BE INSTALLED BY CERTIFIED INSTALLERS PER THE CONSTRUCTION METHODS FOR THE STRUCTURE. DETAILS AND REQUIREMENTS OF UES-289. te CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE W SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. PUSH PIER SPECIAL INSPECTION REQUIREMENTS: 2. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING SPECIAL INSPECTION OF PIER INSTALLATIONS SHALL BE PERFORMED CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT ACCORDING TO SECTION 4.3 OF UES-289. THE INSPECTION SCHEDULE SHALL a GUARANTEE OF ACCURACY. DO NOT DEVIATE FROM THE CONTRACT CONSIST OF VERIFICATION AND DOCUMENTATION OF PIER AND BRACKET DOCUMENTS WITHOUT INSTRUCTION FROM THE ENGINEER OF RECORD. NUMBERS ON SITE.THIS SHALL BE FOLLOWED BY OBSERVATION OF THE 3. IF QUESTIONS ARE ENCOUNTERED OR CONDITIONS CONFLICT WITH THE FIRST INSTALLATION, FINAL EMBEDMENT DEPTH,AND FINAL INSTALLATION x CONTRACT DOCUMENTS, NOTIFY THE ENGINEER OF RECORD FOR PRESSURE. FINAL INSTALLATION PRESSURE SHALL THEN BE CORRELATED ' € CLARIFICATION IN A TIMELY MANNER. TO THE REQUIRED DESIGN LOAD INDICATED ON PLAN. REMAINING v 4. ESTABLISH AND VERIFY ALL GEOMETRY FOR ARCHITECTURAL, INSTALLATIONS SHALL BE VERIFIED THROUGH REVIEW OF THE ON-SITE LOG OFFICE COPY o MECHANICAL, ELECTRICAL,AND PLUMBING COMPONENTS PRIOR TO BOOK.A FINAL INSPECTION OF THE REMAINING INSTALLED PILES AND LOG (7)Cj'j'y OF TIGARD CONSTRUCTION. BOOK DATA WILL BE DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE w i, 5. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING APPLICABLE JURISDICTION. REVIEWEDVOR CODE COMPLIANCE ' CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, BRACING AND Approved: I\./ SHORING FOR LOADS,AS OBSERVATIONS BY THE ENGINEER OF RECORD PUSH PIER LOAD TESTING REQUIREMENTS: w DO NOT INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY PROOF TESTING SHALL CONSIST OF LOADING OF ONE PIER IN (5)EQUAL OTC' [ I o W DURING CONSTRUCTION. STAGES TO 150%OF THE DESIGN LOAD INDICATED ON PLAN. EACH LOADING W N U- Permit#: Y», an l") o O 0 a R CO o w sl 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTING THE WORK STAGE SHALL BE HELD FOR(5)MINUTES AND THE VERTICAL DISPLACEMENT IN A MANNER THAT ENSURES THE SAFETY OF ALL PERSONS, PROTECTS SHALL BE MONITORED. IF THE TOTAL DISPLACEMENT AT THE END OF THE Address: JCS o Q VAS 1 C r�e k o N o ° a o THE ADJACENT PROPERTY FROM HAZARDS,AND MEETS THE 150% DESIGN LOADING STAGE IS LESS THAN 0.04",THE PIER SHALL BE Suite #: gREQUIREMENTS OFF ALL APPLICABLE JURISDICTIONS. CONSIDERED ACCEPTABLE. HOWEVER, IF THE DISPLACEMENT EXCEEDS B Date• _ - 1 SHEET NO. 0.04",THE PIER IS TO BE INSTALLED TO A DEEPER STRATUM AND RETESTED ` h OR ABANDONED AND A NEW PIER OR HELICAL INSTALLED AND TESTED.• S 1 Uj S:IProjects12016116102.00-TerraFinnalCAD112290116102.00 S2(12290 SW Quail Creek Ln).dwg 01/20/1709:03$(GETVAR,11) (.1) D m m _.b. D 5o co TI 0 xi Ow 00 m rn _ _ — — b D I I I Z I I I I CD /II' L — II p n I18'-3"t m m x I m O x .D r m I z x r — 2 m N Z- :U I+ PJ mv m z o m d� RF°�s ti Z CS' O ' C2 37 .a it I—. 1 -0 o �y a0 �a ig?$FR r3 DATE: REVISION: c 1n 1/20/2017 FOUNDATION REPAIR I1 GQ '^ m JOB NUMBER: # V, N -1 16102.00:12290 12290 SWC /� UAIL CREEK LANE w I§ D -1 PAGE REFERENCE: PORTLAND, OR 97223 a' n) 20F6 I1 � . 4,��c�/0�P:F9• cliti <<� EQUAL SPACES Q -T,013.�� engineers (3) 7'-0"MAXIMUM M �NS»,___-m — EQ EQ EQ �.°F,y' •N 9,q FOUNDATION SYSTEMS / i / (E)PORCH STAIRS '9qF�N Fi9G,r� yp yp EXPIRES:12/31/2017 r —I PLAN NOTES: (E)PORCH I I ".* �- - 'L 1. INDICATES INITIAL FLOOR LEVEL SURVEY ELEVATIONS, IN INCHES. (s-,-.1.i1 , I / PF5— �P6 \— — J o• QQ �0.50U) (0.63 1 2. ar INDICATES LOCATION OF HELICAL PILE AND IDENTIFYING PILE NUMBER FOR LOGGING. SEE DETAIL 1/S4 FOR COMPONENTS AND INSTALLATION REQUIREMENTS. HELICAL �, S6 PILES SHALL BE INSTALLED TO A MINIMUM INSTALLATION PRESSURE NOTED IN TABLE w `D 'I QQ BELOW AND A MINIMUM PILE TIP EMBEDMENT DEPTH OF 10'-0". �C Z •/1 HELICAL PILE DESIGN LOAD: 9.2 KIPS N M • 0.50 I MINIMUM FACTOR OF SAFETY=2.0 a YN g � � _ (E)CONCRETE O. w� QQ I SLAB ON GRADE7 W w ch ifl QQ� i) HELICAL PILE d V o io REQUIRED HYDRAULIC INSTALLATION PRESSURE ZO • 0d f 0.50 (O.OU) L J DRIVE HEAD MIN PRESSURE(PSI) MAX PRESSURE(PSI) g 80 Q41' (0.0) ifl (0.0) G �Q PENGO RS-7 1000 2500 Z tnty Zo PENGO MDT-12K 1000 LOW/ 1400 0 Ca a \ , 600 HIGH W N Es..,2)2 '` '-4 QQ 3.7 C. INDICATES LOCATION OF PUSH PIER AND IDENTIFYING PIER NUMBER FOR LOGGING. t (E)CRAWLSPACE SEE DETAIL 2/S4 FOR COMPONENTS AND INSTALLATION REQUIREMENTS. PUSH PIERS (0.20 SHALL BE INSTALLED TO A MINIMUM INSTALLATION PRESSURE NOTED IN TABLE BELOW AND A MINIMUM PIER TIP EMBEDMENT DEPTH OF 10'-0". PUSH PIER DESIGN LOAD: 19.9 KIPS MINIMUM FACTOR OF SAFETY=2.0 ce (0.0) PUSH PIER REQUIRED HYDRAULIC INSTALLATION PRESSURE ; (0.0) CYLINDER MIN PRESSURE(PSI) MAX PRESSURE(PSI) (0.25 AREA $ (0.0; 9.62 IN2 2100 3000 i 0.0) 0 6 c ST w> W cc (0.25 C0.0) 0.00 81 L — —I I— — — — J I I r Fi I1 1 id I Nzcore w kILIJ DU LU 0.0) .25 15_ m o Lu DU W LLI N Z NO (yw T W Q N m co Q $O FOUNDATION REPAIR PLAN to SHEET NO. F j SCALE: 1/8"=1'-0" NORTH S3 r a y _esti Pc0Fes SCI VI!�F9 & c It V 013-�� engineers O •" •N o -V 4s e R 09 el'�(t" FOUNDATION SYSTEMS F1) N F15G� EXPIRES:12/31/2017 SLAB ON GRADE AS OCCURS, (E)WALL FRAMING REMOVE AND REPLACE SLAB (E)WALL FRAMING 1..</ ON GRADE AS REQUIRED (E)FLOOR FRAMING NUTS EACH END (E)FLOOR FRAMING SLAB ON GRADE AS OCCURS, (FOUNDATION SUPPORT REMOVE AND REPLACE SLAB WORKS, INC. PART# ON GRADE AS REQUIRED FS288C, HWH8N-Z-075) w BACKFILL WITH COMPACTED — BACKFILL WITH Z NATIVE SOIL 7 GRILADE AS NATIVE �, N gN / / / / / / / / / / / / ia/ /' / is ./ / /// (E)STEM WALL / \� ///a/ (E)STEM WALL O. k• \��\ CAP PLATE( OUNDA i voW // Z U \ \\ /Ij FIELD VERIFY, 6"MINIMUM SUPPORT WORKS, INCA\\\ /I// �\ FIELD VERIFY, 6" MINIMUM 0 _ FOOTING BEYOND —✓ //�` \ FIELD VERIFY, 30"MINIMUM PART#FS288C) //\ _i= //7• \ FIELD VERIFY, 30"MINIMUM a p+5 AS OCCURS \/ / � THREADED ROD z ~ �\ 11 �� (FOUNDATION 'I' `"°C CHIP OUT POCKET IN(E) \ (E)FOOTING AS OCCURS, CHIPOUT � (E)FOOTING AS OCCURS, CHIPOUT 0 0,0 SUPPORTWORKS, INC. /\ POCKET FLUSH W/FACE OF STEM FOOTING FLUSH W/FACE OF/ POCKET FLUSH W/FACE OF STEM li N CHIMNEY AS REQUIRED \\ 1 //\\// WALL AS REQUIRED; BRACKETOCKWIDTH PART#HWTR-S210-Z-075-16)/ \\� \\/� WALL AS WIDTH O REQUIRED; POCKET BRACKET WIDTH rNi \ WIDTH TO MATCH //\//% j• WITHIN 2" LOW PROFILE /\/; • WITHIN 2" BRACKET(FOUNDATION LOW PROFILE BRACKET1* SUPPORTWORKS, INC. (FOUNDATION SUPPORTWORKS t 20 PART#FS288BL) t 2. PART#FS288BL) I I 1 EXTERNAL SLEEVE a STANDARD 30"SLEEVE I VI (FOUNDATION I w SUPPORTWORKS, INC. (FOUNDATION SUPPORTWORKS ~ W (4 PART#FS288ES30-G) w PART#FS288ES48)Z w co PIER SHAFT(FOUNDATION 0 STANDARD 2%8'EXTENSIONS I (FOUNDATION SUPPORTWORKS, Z w w SUPPORTWORKS, INC. PART# I w w ' INC. PART#HP288E3) 2 u) PP288) w u) o — m w PP288 STARTER TUBE Ill D COMPETENT BEARING 1 ii i wLij z STRATA I n m FRICTION REDUCING COLLAR z//,1 y 2_ 5 Icc G U /PIE PIER = Z / /iii /Y//\ lice i ili STANDARD 2%8'DIA 10/12" LEAD �/VERTICAL o W FOUNDATION SUPPORTWORKS, m N LU INC. PART#HP288L5H02-3850) V PUSH PIER /-�/VERTICAL WN- Z O W P. Q E.N. 0 io < 0 0 — a. v $ 'r ._ SHEET NO. 0 Z © HELICAL PILE INSTALLATION PUSH PIER INSTALLATION S4 I SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" y ���ED P;OFFS ot clik 013! engineers I Q ilf R Q9 ( ' FOUNDATION SYSTEMS ' c, N F15° (E) PORCH EXPIRES:12/31/2017 m m x El I LU ., .. I Z (E) FLOOR (E)CONCRETE FRAMING SLAB ON GRADE 11 CL 1-1 rn 11 a YN AT 24"OC, a W TYP 11 W Wal Il Z Ce LOY L1- 0 <0 1 C Og Z v)ce M �O oa LL N N ... .. .. (E) FLOOR FRAMING (E) FLOOR pFRAMING W AT 24"OC, TYP .. .. ,. :.• 0 B. , :1 . . :: :\ Z 0 3 w N reh (E)4x4 BEARING w POST, TYP o o Z iXpppy?? w N CO LL O I.- M o W I E, m O 0' lij NZ Cs! W CO 4 N m o 0 LLp FIRST FLOOR PLAN4-0 410 SECOND FLOOR PLAN SHEET NO. S SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" NORTH $ NORTH S 5 S. y ` u a . S:IPojeofs12016116102.00-TerraFimralCAD112290116102.00 S6(12290 SW Quail Creek Ln).dxg 01/20/1709:03$(GETVAR,77) \NI I 411 CC;) n n m O 63 w c w m --I z D w 1- Z = n e - -0D vhmI- 0.),?, r w m m � m0 \`rVt ,L ,C Lk) 44km, Ole i It...:..., , "''''' ,,,4 ,Iii I Q ,��10 RFS' I' b y'.�. to 10,� y z o�' v J .n .� F+ 1 W W o nl''Ora 'Ilk: 44 110) DATE: REVISION: c co 1/20/2017 FOUNDATION REPAIR I 1 m JOB NUMBER: 3 CI7 _ 0 16102.00:12290 -11 w 19 D PAGE REFERENCE: 12290 SW AIL CREEK LANE li m P PORTLAND OR 97223 60F6 2