|
. } y
<br /> INTERNATIONAL BUILDING CODE awl 2021 c rUctUraI
<br /> APPROVED
<br /> LOADINGS engineers
<br /> I. ._
<br /> Office of Community,Planning&Economic Development ROOFSN IA LOAD............ ....__...__................,, 45PSF --
<br /> RESIDENTIAL LIVE LATD..................._E AD.......... 40 PSF info@b2engineers.coin
<br /> PLANNING DEPARTMENT DECKIBCORRID RPL LOBBY,WALKWAY
<br /> .... N/50 P5F
<br /> RETAIL,CORRIDOR,LOBBY,WALKWAY LIVE LOAD............. WA 425-318-7047(0)
<br /> _+Si <f^ksaj ` tit H7A'O PARKING LIVE LOAD...._........__...__...__•_. •.. •_. 40 PSF 5 3000Y WHEEL LOAD 425-318-003 ( )
<br /> OFFlCE LAD...... A 1 C
<br /> Ca
<br /> iii
<br /> y '. �_ BONG CLASSIFlCATION...._......_
<br /> h• # I,�)i�`: t ; '. NAME: DATE: O(oI 2P�l��� P !I' 1. co ULTIMATE WINO SPEED(3 SEC GUST)MPH__ 98 MPH
<br /> z !!)FF I �i t 11020 AND 11024 20TH WIND EXPOSURE...._........_.....__.__._.. LI
<br /> s teJ1 DRIVE BE:, WA
<br /> 1�y ,l s`1�{ lyfar:. '� to � SEISMIC CRITERIA
<br /> OGRAPHIC FACTOR,Kt...._ }.0
<br /> ,.,,_2 ,h , _) phis approval onl• y applies to ea' r-cr m - 3 °' _ 4 _
<br /> .4' ' 1i. r - 0, ,s .. ® ® s® SPECTRAL RESPONSE COEFFICIENT 37 D-
<br /> .L • f / I • ego the work being performed under RESPONSE COEFFICIENT,51Ss... 788
<br /> a>1 g '� `, _ SEISMIC SITE CLASS
<br /> ................. D
<br /> "i,.�! I }"1�'kR� r l i. Permit # t -4os -06 P2-.1 :J - C�J �M J DUCTILITY(R) RB
<br /> tiV YO E}>7#. ;4: METHOD AND FOUNDATION DESIGN�ERSMAEAR........__.._.............. ELF
<br /> and does not recognize any �� ' Ma'acortrm" P2 - TIOI(
<br /> xisting structure that may not ® ' + 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT:
<br /> " p 7 /� n THE RILEY GROUP.INC,DATED APR8.71.2024
<br /> --- --.-___ MAW Get L_ 11�n !Ode, DEEP FOUNDATION SYSTEM: 2'PMPILES �.►
<br /> -- - __ __- WORKDESGRIPTIC [] 1n 51 FOOTING BEARING PRESSURE: N/A .'Psi` s:p..,,p,�
<br /> .7 VI H ACTIVE/PASSIVE EARTH PRESSURE: 35 PCF /,,�;@ ''o�,.
<br /> IAMETER NCII i/.H jfi i
<br /> - -_ _Ti rn• sr sr DIAMETER STEEL PILES b ., _El r"rn+u,P Ef,C.ow"M.c"ou�o 2. ADOnIONALNOTE3 REQUIREMENTS: T I f
<br /> - .1•■�ea-.---- - 1 TO SUPPORT EXISTING NA };fit• ✓�C
<br /> �1I 1WI if I , FOUNDATION(SEE GENERAL CONDITIONS \P�SI6,_ a
<br /> ....,.• }-'•9�1� • i STRUCTURAL PLAN) / _ *• •�
<br /> I,�N • / ©� Q 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL ORAWINOS ANO SHALL NOTIFYTHE
<br /> i STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING
<br /> WS b b ,� _� b b P2 ,[�F p 'n •
<br /> WITH THE WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE
<br /> " 9. t' y f181 •y, N I�TJ le YG - - - CONDITIONS BEFORE STARTING WORK
<br /> __ I PROPERTYAQDRESS' �- 2 ,ins 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
<br /> - J 11020 20TH DRIVE SE,EVERETT WA M rail w F I, �, DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL
<br /> -J I i h( <J I, I I PARCEL ID:011480tion 2O00 1 0 ENGINEER BEFORE PROCEEDING WI-MANY WORK SO INVOLVED.
<br /> w,,,,,, I} i I j PARCEL DESC:Section20 Township 28 PERMIT NO.B2405-016 ` 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
<br /> s�}*F ....pl -__� I. i Ramp)05 Quarter SW TOWNHOMES AT • TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE
<br /> I 11024 20TH AVE SE �( 11020 I STRINGENT REQUIREMENT SHALL APPLY.
<br /> •
<br /> 11024 20TH DRIVE SE SILVERLAKE 19-5TC CONDOMINIUM BLDG19-LOTBS 4. IFA SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION
<br /> 4 " • SHALL BE THE SAME AS FOR SIMILAR WORK
<br /> L I BLDG 19IN UNIT EC&UNDIV P2 8 r R. IT. 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON
<br /> ,,. H. 4 s�f-1 P 1.00%INT IN CAN AREAS&FACS AS .� 11 I[7 THESE DRAWINGS.
<br /> 9e>" �p 1102020TH DRIVE SE DEGC IN DELL REC UND ----ihk - ' ' T. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
<br /> J 3Ew' ?..� Kt SWIMPoSTSNO CON ETEIQIWTRNTO
<br /> AFN201E08020881 SUB. OJWY P1 2 REV.pomwcnmx aue Tel ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE SILVER
<br /> LAKE
<br /> STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. SILVER Ll1f\E
<br /> , �.. 19Uj;LMLb ;y�r' I I I AMENDTHRTO PRESENTLY OF REC J❑fl �❑
<br /> �1 mr'9/w j 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY
<br /> •. - /• • e i i , ZONE:UR3 - RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PILE
<br /> " "'-- -""-- OWNER:CRCMCNKO ELENA PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
<br /> r<"--J_- ( • t, DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIORTOINSTALLATION. FOUNDATION
<br /> 1.,. ��'"' I R 1 ; 1 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE
<br /> I y, /r'� L i PROPERTY ADDRESS: ie GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
<br /> j /,` • I I i 1102420D 0114ESE EVERETT,WA 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP (LOT 85 &86)
<br /> -� �J� T i{ 1 PARCEL ID:01148001900500 T ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH
<br /> S I 1 G P} THE PROVISIONS OF PREVAILING CODE EDMON OF THE"INTERNATIONAL BUILDING CODE'(IBC)
<br /> �//L' 1. �' RanOe0503a11er6WTOWNHOMESAT Za
<br /> NDSNDDEFNCEjØwi oI' i► `�/ ! BLCG'9UNIT1a5TGWEO&UNDIV 7 fl0M°E'�" "T'"" MAMMON
<br /> i�'. ,�� 1OCNLINTINCOMAREAS&FACSAs �s"°�""""`°e"° SPECIAL INSPECTIONS REQUIRED FOR HELICAL PILE z„G 11020-11024 20TH DRIVE
<br /> /�-i�� DESC IN DEAL REC UND SE EVERETT,WA 98208
<br /> _ FOUNDATIONS PER IBC 1705.9.
<br /> ' /�� AFN20150002009'SUBJ TO ANY - . - ; //
<br /> f/ i I AMEND THRTO PRESENTLY OF REC P1 L -
<br /> �- 1/ / _� LUNt:UK/ sYn L ' b
<br /> UtNVtK:BUJNUWSKI OHMS I OF HtK P7
<br /> a ePeEo�onao Continuous special inspections shall be performed
<br /> �s�E_PLAN during installation of helical piles.The information
<br /> --6) ujE S P1 !� SQ •
<br /> E...., -1 =PH B -; Pi-] P2 recorded shall include installation equipment used,
<br /> ©7 P' pile dimensions,tip elevations,final depth,final
<br /> fAis
<br /> „ Pt Ell P7 Pt `
<br /> JULZ 6 ZQ�� MOVE,„° T ""M.�„"°„, •
<br /> installation torque and other pertinent installation
<br /> Ji��! 2 1 2u24 ,, ,� Min Neu4om•e
<br /> STRUCTURAL NOTES. data as required by the registered design
<br /> 1.P1 DENOTES T DIAMETER SCH BO VERTICAL PIN PILES(2 TONS OR 4 KIPS CAPACITY)RECOMMENDED PER GEOTECH REPORT.
<br /> 2.P2 DENOTES 2.DIAMETER SCH 80 VERTICAL PIN PILES RECOMMENDED ONLY AFTER PERFORMING A 2-YEAR POST-REPAIR AND
<br /> CITY Or EVERETT T DAMAGE ASSESSMENT WHERE CRACKINGORSETEMENTOFEXISTINGCONCRETEFOUNDATIONISOBSERVED. professional in responsible charge.
<br /> YO F T i�� TL 3.PILES SHALL PENETRATE INTO STIFF NATIVE SOIL FOR MINIMUM DEPTH OF 10 FT BELOW FOUNDATION GRADES WITH AVERAGE OF 10 DRAWING INFO
<br /> r-r�3 TO 15 FEET TO REACH REFUSAL
<br /> Permit Services Permit Services AMINE AN 8 SE DS E IN R C S C V IN H F 0 JA AM
<br /> 5.A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL PROVIDE FULL-TIME OBSERVATION OF PILE INSTALLATION. ISSUE DATE 04-16-24
<br /> Permit#: B2405 015 IMPORTANT NOTES ON DISTANCE DISTANCE BETWEEN VERTICAL PIN PILES ARE GREATER THAN 3 DIAMETERS AND WILL NOT RESULT IN REDUCED CAPACITY. sNOWAETRPROOFING•ORAWNGREVEW,FIBLDVERFICATKNI,TENPORARYSHOWNG ISSUED FOR PERMIT
<br /> Site Address: 11020 20TH DR SE 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION&
<br /> Owner: ERE MENKO ELENA O 1/4"=1'-0"FOUNDATION - NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH PROJECT NO. 24078
<br /> ARCHITECTURAL DOCUMENTS OR FIELD CONDMONS.
<br /> 2.IN REMODEL/RETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY
<br /> Tenant: .4( DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES ENGINEER BB
<br /> THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION.
<br /> App. Date: 5/8/2024 STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE REVISION SCHEDULE
<br /> TO LIMITED AVAILABLE INFORMATION.
<br /> P''T i'��i 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORNG
<br /> Permit Type: RESIDENTIAL BUILDING �� � , I III "' PRIOR 70 REMOVING ANY STRUCTURAL ELEMENTS. NO.� DATE I DESCRIPTION
<br /> 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS.
<br /> �-EXISTING WALL
<br /> Subtype: PIN PILES/STRUCTURAL SLAB w FRAMING TO REMAIN CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED
<br /> iFVFOED
<br /> FOUNDATION REPAIR EXISTING WALL EXISTING SLAB ON
<br /> FRAMING TO REMAIN / GRADE TO REMAIN Q LEGEND AND NOTES
<br /> Description: INSTALL 2" PIN PULES TO SUPPORT Ew3TINGSLAB ON /I -
<br /> SETTLING FOUNDATION • GRADE TO REMAIN _III-III-III-t i 1/4 =1 D
<br /> MAXOF II-III- I I Imo" OFB >`
<br /> R A� C / ( /^J CUT EXISTING FTG IF I, , CUT EXISTINGIFITG IF I z (EXISTING S7EMWALL AND
<br /> Reviewed By: •�I�M�� IA/ �J/'` EXTENDED MORE THAN B j k EXTENDED MORE THMIB ii FOOTING TO REMAIN
<br /> W� Date: Yf`/ 111 TO ALLOW BRACKET INSTALL EXISTING STEMWALL AND TO ALLOW BRACKET INSTALL
<br /> J FOOTING TO REMAIN H I-I I I _ _
<br /> KOffice Set Job Site Set T PIN PILE WITH BRACKET' II-III=1I _-_--
<br /> AND SPECIFICATIONS PER I -(Y16I8'X6'TITEN 2'PIN PILE Wfl'FIBRACKET- (-III-III SITE PLAN
<br /> 8 •,.•--••� vM .���_ _ _ -__ PLAN(SHAFT DRIVEN AT ',HD
<br /> I HD9CREW SPECIFICATIONS
<br /> AN ANGLE) PLAN D ATI II -11 -1I1-
<br /> 1 I l lI
<br /> AN A I-) II I I I III 2, .X�TpE, FOUNDATION
<br /> NUMBER DESCRIPTION HD SCREW_I I i� I I I I I I I I I I I , t p
<br /> 1 PROVIDE 1 PIN PILE AT 6'-0"MAX SPACING ALONG EXISTING CONTINUOUS FOOTING P LAN &DETAIL S
<br /> 2 ALL EXISTING POSTS AND CONCRETE FOUNDATION TO REMAIN(NO STRUCTURAL (5-1 Section 3 Section 4
<br /> CHANGES) V 1/2"=1'-0" ® 1/2'=1'-0' a-1
<br /> CopVpig4 b2 Structural Engineers 2WB
<br />
|