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AF'F'F(UVELs INTERNATIONALBUfLOWGCODEDBC) 2021 b2 .Weer'
<br /> ROOF SNOW LOAD.................................- 25 PSF
<br /> Office of Community,Planning&Economic Development RESIDENTIAL LIVE LOAD...................__.........._... 40PSF info@b2engineers.com
<br /> DECK,.... ..iiviv...,. PLANNING DEPARTMENT LOBBY, 425-318003
<br /> PLATFORMLIVE LOAD........-.._-....., 60 PSF
<br /> RETAIL,CORRIDOR LO N/A 426 318-7047(0)
<br /> G ry lii OFFICE UVE LOAD WA
<br /> 1•*$ yy. ? #r yP}�4 Al PARKING LIVE LOAD 40 PSF&30005 WHEEL LOAD - 1(C)
<br /> ? • Ks5 _ ,m ij},pt •, WIND CRITERIA
<br /> w' L `site. fi!r {" - BUILDING CLASSIFICATION B
<br /> �I I��/� �.._...
<br /> k /, St'h ..z$4I , 1 DATE: OC_ W2o2s� p l co �I' ULTIMATE WIND SPEED(3 SEC GUST)MPH 98 MPH
<br /> A.*) P - `t sY -^,+f 11 D20 AND 11 4 LO I hl 11 .-•_•.•.W.•_,
<br /> �2 t1 `SX} ra ,R DRIVE _, TOPOGRAPHIC FACTOR,Kri.............. 1.0
<br /> S EVERETT,WA ............
<br /> i
<br /> ;, This approval only applies to Oki P2 -ate _ P2 SEISMIC CRITERIA
<br /> `•. SEISMIC RISK CATEGORY I
<br /> L P2 SPECTRAL RESPONSE COEFFICIENT,Ss,... 1.366
<br /> , i 1 < 1 the work being performed r m e d under "'ggfl — SPECTRAL RESPONSE COEFFICIENT,Si.... 0.I53
<br /> •. 'w SEISMIC DESIGN CATEGORY,.„.....,._.....-.....-... D
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<br /> :P,:t;' 5 ermit # g o ] . 1DUCTILITY Ft B.5
<br /> x 1� P t1'.� yf a L., Z ` METHODAND BABE SHEAR............-_......_....... ELF
<br /> 1�L S4 •W < ` MAUI PIS P1E�ir-rSW MONO
<br /> 1111
<br /> �y W.Z 4,t1___ .:..... :: .� and does not recognize any 0°MKCmmuwGPmrtq P2 L FOUNDATION DESIGN INFORMATION
<br /> x i sting structure that may not 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT:
<br /> THE RILEY GROUP,INC,DATED APRIL 11.2024
<br /> (�" ..�.,, i 2 DEEP FOUNDATION SYSTEM: 2'PIN PILES ���.a�
<br /> - _ gtZ �1g Code. FOOTING BEARING PRESSURE: WA ,paw- Ay9
<br /> - INSTALL 2 INCI I e:. ACTIVE/PASSIVE EARTH PRESSURE: 35PCF J r
<br /> i_OT+Si SY, 2. ADDITIONAL NOTES/REQUIREMENTS: 7 �++
<br /> — — — — DIAMETER STEEL PILES 6 ___a°v"s 1illlALFATr,.V1�.9,awuulr NA i �� i
<br /> . • elw��A, I - s TO SUPPORT EXISTING m ''y'''k,s ,1`7
<br /> nl „+
<br /> . r}`�r,- ` FOUNDATION(SE3 GENERAL CONDITIONS `a,,, 062 4
<br /> ?�-; STRUCTURAL PLAN) 1 I�1 LI 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE *rRr�
<br /> � ! P3
<br /> NW.,,,,'14,1 `{ I 1, STRUCTURAL ENGINEER IN WRITING OF DISCREPANCIES HE MAY FEND PROCEED G
<br /> J{ J B t i6, I 31 4 '--7nnTIlltrr���'++---*1TT''''�((pLpp777���[k—L P2 mr` m1 WITH THE WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS ANDITE IN
<br /> _ �" f PR1PFQYA1�}3F4S• ^ N ` 2 �+ N CONDITA LS BEFORE STARTING WORK
<br /> 1 ff 11020 20TH DRIVE SE,EVERETT WA "1 Si b �cF ! 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
<br /> ` �� DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL
<br /> I ■ I I J I II I PARCEL ID:C114&00190D7oD • a, PERMIT NO. B2405-015 ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
<br /> Dp ES IFiCN• ; PARCEL DESC:Section 20 Township 28 PERMIT NO.B2405-016 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
<br /> -ram A°Yn i Renpe 05 Quarter SW TOVJNHOMES AT TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE
<br /> "°"��'`� ...XI 11024 20TH AVE SE 11020 20TH AVE SE STRINGENT REQUIREMENT SHALL APPLY.
<br /> 1102420THDRIVESE SILVERLAKE A CONDOMINIUM PH 4 BLDG19-LOTSS BLOGIB-LOTB6 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION
<br /> I ti I r I BLDG 10 UNIT 19-5 TGW EO&UNDIV 2 QQ ��rr 1 SHALL BE THE SAME AS FOR SIMILAR WORK
<br /> • ,1_ !g ti•1W 'rv- 1.00%INT IN COW AREAS&FACS AS L1 f[t S. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON
<br /> 4I Es Oo�IN�5�Byy, 11020 20TH DRIVE SE DESC IN DECL REC UND -' . - .._, . THESE DRAWINGS.
<br /> I"".•. '',j{ ^!r AFN201E00020081 SUB„ OANY 1 Pt Emn ViolsPOSTS.NCWAM,P0UL•ONNIiO E. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
<br /> / r���LnaGNm„cNN,IonIIGEnI ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE SILVER LAKE
<br /> •t�6,w ^( y a ,�:., I I ' AMEND THRTO PRESENTLY OF REC STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
<br /> e i 4`6TO�6w e I 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY
<br /> ,.+��— _� _ 5 ZONE:UR3 ,� — RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PILE
<br /> I OWNCR:CRCMCNKO CLC<\A 2 PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
<br /> / �,y"u, �l _ DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
<br /> +" //1 ! I % I PROPERTY ADDRESS ,r 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE FOUNDATION
<br /> f /• I ) 11024 20TH DRIVE SE EVERETT,WA GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
<br /> I 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP
<br /> .,--•�-'J"--y s I I PARCEL ID:0114 8001 800 500 T jj�� �,[I ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH (LOT 85&86)
<br /> / //‘',, """ I i PARCEL DESC:Section 20 Township 28 0 U C - . CD 't-i— ❑ P2 THE PROVISIONS OF PREVAILING CODE EDInON OF THE"INTERNATIONAL BUILDING CODE"(IBC)
<br /> (� t ,— I'' Rsn0e050tarter6WTOWNHOM=SAT AND STANDARDS REFERENCED THEREIN.
<br /> >1•.� � � .- t SILVERLAKEA CONDOM NIUM PH 4 © PIPES DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC., CUT NOT
<br /> MOWN I NI PLEAS P.rrNt9K"GSOVG BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
<br /> BLCG'S UNIT 1 B5 TGW EO&UNDIV Q SOSTNIGC H.SOMOORq SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
<br /> 1.0C%INT IN COM AREAS&FAGS AS 11. STRUCTURAL ENGINEER Wei PERFORM PERIODIC STRUCTURAL OBSERVATION DURING 11020-11024 20TH DRIVE
<br /> i--- DESC IN DECL REC UND CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTRUTIONS
<br /> �'� AFN20150602066'SUBJ TO ANY — ( " SPECIAL
<br /> ✓ SE EVERETT,WA 98208
<br /> —�:'/� _. LUNt UFxiRTOPRESEN LY OF RECEi = INSPECTIONS REQUIRED FOR HELICAL PILE
<br /> /
<br /> OWNER:BUJNUWSKIUiWSIUHHtH 3 si`" I p, b FOUNDATIONS PER IBC 1705.9.
<br /> ES•, NLEnTMGPOSISN0)COYpISTERSHI,lIMTO __(�WWI SIMMS LGM IBS )
<br /> ...... 8 a
<br /> LJSITE ILA - e uj
<br /> 7T�; p, II J--;Th.,;
<br /> P2Continuous special inspections shall be performed
<br /> J ` ,s,��� �,..2 it �.L�_ _ ":083-i
<br /> P1 P2�� , during installation of helical piles.The information
<br /> F.l P1 P' s_D MAx ' p' recorded shall include installation equipment used,
<br /> II
<br /> •
<br /> JUL 2 6 2024 PPTICE+PSIPS
<br /> g JiJ�1 2 r/11^t� IP) ._ — — p a�NG�nN�PnPG
<br /> 2�N.4 STRUCTURAL NOTES' pile dimensions,tip elevations,final depth,final
<br /> 1.P1 DENOTES 2'DIAMETER SCH BO VERTICAL PIN PILES(2 TONS OR 4 KIPS C,+PACI Y)RECOMMENDED PER GEOTECH REPORT.
<br /> CITY /'� 2.P2 DENOTES 2"DIAMETER SCH 80 VERTICAL PIN PILES RECOMMENDED ONLY AFTER PERFORMING A 2-YEAR POST-REPAIR AND installation torque and other pertinent installation
<br /> CIT�/ {T"!-'�"-��-•� E @fie` S ( $Fj r¢:r� DAMAGE ASSESSMENT WHERE CRACKING OR SETTLEMENT OF EXISTING CONCRETE FOUNDATION IS OBSERVED. I
<br /> Y L OF rz J'�F-'•:_m I 1 yV' F✓�E ri...:1 i 3.PILES SHALL PENETRATE INTO STIFF NATIVE SOIL FOR MINIMUM DEPTH OF 10 FT BELOW FOUNDATION GRADES WITH AVERAGE OF 10 ,
<br /> PG'�iTili S';CVIC�'S T015FEETTOREACHREFUSAL data as required by the registered design DRAWING INFO
<br /> AM E AN 6 SE O DS E IN H R C SC IV W H F R OL IA AM E .
<br /> Permit#: B2405 016 S.A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL PROVIDE FU_L-TIME OBSERVATION OF PILE INSTALLATION. professional in responsible charge._______-----'-' ISSUE DATE 04-16-24
<br /> IMPORTANT NOTES ON
<br /> Site Address: 11024 20TH DR SE DISTANCE DISTANCE BETWEEN VERTICAL PIN PILES ARE GREATER THAN 3 DIAMETERS AND WILL NOT RESULT IN REDUCED CAPACITY. AND WATERPROOFING-DRAWING
<br /> A T RPROOFING•ORAW NG REVIEW.FIELD VERIFICATION.TEMPORARY SHORING ISSUED FOR PERMIT
<br /> Owner: BUJ NOWS KI CHRISTOPHER FOUNDATION I.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION&
<br /> (J 1/4"=1'-O° — -- NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WH PROJECT NO. 24078
<br /> Tenant: �1a ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS.
<br /> 2.IN REMODEL/RETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY
<br /> DESIGN OWNER OF STING MECHANICAL,PLUMBING,AND
<br /> App. Date: 5/8/2024 THAT MAY INTERFEREWITHSTRUCTURAL WORK PRIOR TOCONSTRUCTIONCALLINES ENGINEER BB
<br /> STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE
<br /> PermitT Type: RESIDENTIAL BUILDING y �q� TO LIMITED AVAILABLE INFORMATION. REVISION SCHEDULE
<br /> Yp �` ‘1 �f� 3,CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING
<br /> !9f 9 PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS, NO. DATE DESCRIPTION
<br /> Subtype: PIN PILES/STRUCTURAL SLAB/ c G ( r , 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS.
<br /> 1, ` L --EXISTING WALL CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED
<br /> '0' r FRAMING TO REMAIN
<br /> FOUNDATION REPAIR •R� nP, E
<br /> Description: INSTALL 2"PIN PIILES TO SUPPORT �- ,� � i�.K. FRAM WALL
<br /> ING REMAIN EXISTING BLAB ON
<br /> GRADE TO REMAIN
<br /> „•„ EXISTING SLAB ON
<br /> SETTLING FOUNDATION =-'"
<br /> ` f /"�LEGEND AND NOTES
<br /> / GRADE TO REMAIN III— 1 III—). LJ 1/4n=1•-0"
<br /> MAX OF 6'-_ 1 („_ 11—III-1 I I=AAX OF 6 11 1 1—
<br /> CUT EXISTING FTG IF 1 CUT EXISTING FTGIF EXISTING 9TEMWALL AND Reviewed By: �.� Q�+^� Date: ��h'�� \ EXTENDED MORE THAN 6'II -FOOTING TO REMAIN
<br /> EXTENDED MORE THAN 6' 1
<br /> TO ALLOW BRACKET INSTALL EXISTING O REMAIN AND TO ALLOW BRACKET INSTALL
<br /> Office Set lob Site Set �. FOOTINOTOREMAIN —III=1I1
<br /> 2"PIN PILE WITH BRACKET�- _ I I=I I I—I I2.PIN PILE wiTH _— —
<br /> PLANCALLOUT AND DESCRIPTION AND SPECIFICATIONS PER HOSCREWTREN ANDSPECIFICATONBPER 1—III-1I II SITE PLAN,
<br /> AN PLAN(SHAFTDRIVEN AT PLAN(SHAFT DRIVEN AT , _ _ —I 11=I 1 I— FOUNDATION
<br /> NUMBER DESCRIPTION AN ANGLE I'=1 I I 1 I I II I I I (�1yBx�r I I�1
<br /> HD SCREW
<br /> 1 PROVIDE 1 PIN PILE AT 6'•0"MAX SPACING ALONG EXISTING CONTINUOUS FOOTING - ' I • I11—I I I-1 11-1 I II 1 1I I 11—'11 hI I I-1 I PLAN &D ETA I LS
<br /> 2 ALL EXISTING POSTS AND CONCRETE FOUNDATION TO REMAIN(NO STRUCTURAL 3 Section 3 4 Section 4
<br /> CHANGES) 1/2"=1'-0" 1/2"=1'-0" C-1
<br /> CGp,rigIS b2 ShC/u/A Engineers 2608
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