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HomeMy WebLinkAbout18318 Smokey Point Blvd_BLD5704_2026 COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: ❑ New Space ❑ Addition ❑ Alteration Property Address: 19319 -SmemY P811z &6P Project Valuation: y Z 00V Lot#: ParcelIDNo.: 004/72500000 $0 S Subdivision: p Project Scope of Work: �(,V 15 �jOVM ICo2 57AX-TWA /e6 p-V95' IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: 81 Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th Sth 6th Primary Contact: Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: 6 &&X S Office No.: _ o 653 q�55J Email Address: e Yn en S O en�y-Y ce aL Cell No.: Mailing Address: L3309 61k6kLJY 'Ci State: L4+ Zip: Architect Name: Z9I2 '&of raC7up ".444 of heA Office No.: yZs 2S2 Zl S3 Email Address: Ap#e P) tol sALxl- C'W Cell No.: Mailing Address: 2-61 2 'Ity: State: bi A Zip: WOW Professional License Number: Expiration Date: / Engineer Name: (SWOM9 � W e N 1b fico.: � 07 56 5( Email Address: MAay• UlA►LV-9KWN40L. &6941rMkrJ. CbA Cell No.: Mailing Address: 1101 2N=mi 5W 06city: ! '! to State: CAA Zip: 98 f o 1 Professional License Number: p ������,,... Expiration Date: ��,,,,// Primary Contractor: 'jj lL4: lL P&PIs2fY I�5TCA&A Ot! Office No.: (Lro 6:3Z Email Address: 3-6Q • m6C4;)VO!3hV 49U-S• bPJ TC(— 66YC'el1 No.: �Z6(- 276 733�5- Mailing Address: q,52O cS 13l e-reL City: 660y%/te- State: NA Zip: /3149S7 L&I Contractor License Number: 2. I-16 u 990 Fx )iration Date: REV03.2022 Page 2 of 6 COMMERCIAL TENANT IMPR0VEMENT PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 The following information is required for Commercial,Mull.i-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided.Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOGS City of Arlington Commercial Tenant Improvement Permit Application ❑ Site Plan 2r Architectural Plans Structural Plans ❑ Structural Calculations ❑ Mechanical System Modifications,(if applicable) ❑ Plumbing System Modifications,(if applicable) ❑ Project Specification Manuals,(if applicable) ❑ WSEC Compliance Forms,(if applicable) https:JJwaenergycodes.comJ ❑ Special Inspection and Testing Agreement ❑ Deferred Submittal Request ❑ Airport Property Lease (if building is located Within the`Arlingtoti Airport Property Boundary) 1. Plan Review fee is due at time of submittal and-rernaining balance will be due�tt time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor.and Industries at Ini.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a.Deferred Submittal Request MUS.T,be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans(if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and We ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. ' - L", —p Architects ----- � -sir 160'•0Y,' -5• 66'- �•®• IS=13i n_}%• n•.p• „'•?-Y' 9=tl1 '-9} 15'-�' •uo.eave wra o—o, w.an 64W B orC D O I W Q SEE PHOTO 2 SU"e;.,� rtcCT � I n i ARCHITECTURE RE 1T — 1 I I URBAN DESI DESIGN I Wur B t!' .OW INrr'B• I /�y't I I �I PLANNING RAM302 1-14 RM•306NHNAYER 4 II SEEIPHOT01 I I ARC1 OS 111L'C VitL'. ! LW n I n �? _ RM•5o9 — I 1 , RM— r STAR"B'1: t. y RMH3f7 r - � - - - - .. v A1 r y � ----------------- o I � � IRM•3q R.M•'"1 — W2 wo — le I � I I I I R� i °I I1Nff 0• �� � � � --r DETERIO = L —'\_JOIST(1ST JOIST Rpm FROM EXT.WALL) Q I r SEE PHOTO 3&4 NEW(1)1 3/4"x 14"LVL ON 1 EITHER SIDE OF(E)JOIST I 0 (LOCATE 3"FROM v DETERIORATED JOIST) ,�gelane� ©I J O No. Date 0-"4*J— ^eIved 22'-2%' 2023 c �j v � f r•1tMEGT A)WHiTEGT preng lto. THIRD FLOOR PLAIT 8,4Z2 SF 0 2* 'V IV ® grogogmku— .F. Ja.w davle 6CAI&Ive••ro• s tcrletetu PROTVC o T NORTHStamp is applimble to 14,% S markups shown in red� �h �roc � �JKtt'lo• 2.2 only. `f ` 2003 5GH cmxo ♦4 Dw ° mar 11,2005 va. G�? SS10,yAL p'� fMk � �1 �Y r f-" n d APM to S a la I - ♦ -r � l �f '� ' PHOTO 1'UNIT OB ROOF JOIST PHOTO 3-UNIT 30T ROOF J0187S 6 TOP PLATE PH TO A UNIT 30T RIM JOIST '+PHOTO 5 11NIT 310 ROOF JOISTS e PHOTO 2'UNIT 306 ROOF JOISTS REPAIR REQUIREMEAll t REPAIR REQUIREMENTS, WHIR REQUIREMENTS' !WE AIR REQUIREMENTS REPAIR REQUIREMENTS: -AT THE DETEAIOM7E0 JOISTS ABOVE THE WALL, INSTALL(1)NEW LVL -REPAIR JOIST TOP FLANGES -REPAIR JOIST TOP FLANGES -AT THE 2 DETERIORATED JOISTS ABOVE THE JOIST PER PLAN ON -REPAIR RIM JOIST(SEE DETAIL 4/S5.1).DETERIORATION SEE DETAIL 1/S5 1 () CUT OUT THE DETERIORATED SECTION AND REPAIR ( ) (SEE IF 1/S5.1) EXTERIOR WALL,CUT OUT THE DETERIORATED SEE DETAIL 889IS5.1 EITHER SIDE OF THIS APPEARS TO EXTEND BEYOND THE 3RD ROOF JOIST(FROM SECTION AND REPAIR(SEE DETAIL 889/S5.1). ( )' (E)JOIST, EXT.WALL OF THE UNIT). -REPAIR JOIST TOP FLANGE(SEE DETAIL 1IS5.1). -REPAIR TOP PLATE(SEE DETAIL 2,3,85/S5.1) REPAIR TOP •OPEN UP UNIT BELOW TO REVIEW CONDITION OF FLANGE(SEE WALL FRAMING AND SHEATHING BELOW.IF WALL DETAIL 1/S5.1) FRAMING IS DAMAGED REPAIR PER DETAILS ON S5 1 IF WALL STUDS ARE DAMAGED,SISTER NEW WALL STUDS TO(E)STUDS. _GE RRAL REPAIR NOTES, 1.REPLACE ALL DETERIORATED PARAPET FRAMING AND SHEATHING IN KIND.REFER TO ORIGINAL DRAWINGS(S4.3).REPLACE RUSTED PARAPET FASTENERS OR INSTALL NEW FASTENERS ADJACENT TO EXISTING 2.REPLACE ALL DETERIORATED ROOF SHEATHING IN KIND AND FASTEN W18D NAILS @ 6"o.c.AT EDGES AND 8D NAILS @ 12"o.c.AT INTERMEDIATE BEARING POINTS. 3.REPLACE ALL DETERIORATED FLOOR SHEATHING IN KIND AND FASTEN W/10D NAILS @ 6"o.c.AT EDGES AND 10D NAILS @ 10"o.c AT ' INTERMEDIATE BEARING POINTS. 4.REPLACE ALL DETERIORATED WALL SHEATHING IN KIND AND FASTEN W/BD NAILS @ 6"o.c AT EDGES AND BD NAILS @ 12"o c.AT INTERMEDIATE BEARING POINTS,PROVIDE SOLID BLOCKING AT ALL EDGES. 5,AT AREAS WHERE(E)SHEATHING IS CUT OUT AND REPLACED.PROVIDE EDGE NAILING PER REQUIREMENTS ABOVE AT(E)SHEATHING EDGE AND NEW SHEATHING EDGE. 6.TIGHTEN ALL LOOSE HOLDOWNS PER MANUFACTURERS SPECIFICATION. REPAIR PHOTOS - SHEET S3.1 %0 Y�apKEbA'` • !' P ex:e sSrONAL F 2 4 ACOFFFMAN ENGNEE(E)STUD WALL (E)STUD WALL 135 W.Fairhaven Ave 102 Ui PLYWOOD OR 09B ROOF Bu11B gto S,EATWIOTOAIATd{PROOF (E)NMJOIST 16dTo SOLE PLATE NAIL BUTlinglon,WA g6233 SHEATHNGT14CKNESS'Jp11T TO MATCH(EI SOLE WALL SHEATHING SHEATHING ON(E)JOI9rb PLATE NAILSPACING SPLICE PER 71S5.1 IN)TOP PLATE(SEE NOTE II ph 360.707,5656 (ETDETERIORATEDTOP PROVIDE Sd NAILS @8'ac.AT IM OBLTOP PLATE(BEE NOTE I) if ILA IN RBA J018I I FIANGE(VJ.F.) EDGES AND @1YOA.AT (SEE NOTE 2) ! 18d N170CSTAGGERED INTERMEDIATE BEARING POINTS 10d@ 12'DC STAGGERED 4STRAP _ _ www.cofrman.com AlT— � 10d EDGE N4NNG ISEE —10d NAILS Tac 10a EDGE NAILING(SEE B0 STAGGERED. WOOD NOTE97H99XEEn r_a li WOOD NOlE9THS SHEET) — - IM 2r4 as OF JOIST. 1 EXTEND H'BEYOFID SPLICE TOP PLATE ;.� �Sl70PP1AlE@ qsnmD `DY,S`A(,CF,p EDGEOFDETERIORAHON F hISND (P JOIST PER RAN • ♦�p 0 (VLF.)NOTIFY ENGINEER / (E)JOIST PER PLAN (ONEMATION VARIES) IF DETERIORATION 19 / (C4LEMA71pNVARE9) J (ATOP PLATE LONGER THAN T-0' �� HET BLKG lPT(JP PLATE �j8 Iiy3lpp i« ,y (E)JOIST(ORIENTATIONS/ UF78ND 505.ro O�'�' DEPTHVARIE9) TOP PLATE REPAI0. - PER3m'l WALLSHEATHING A' (E) f'µ (E)sruo WALL SPLICE PER T/85.1 ELEVATION (E)STUD WALL ELEVATION GS/t0'23 NOTE NOTES: NOTE R SHORE NOT ,.BEE 31951 A 7255.1 FOR INFO NOT SHOWN E: 1.SEE RE5.1FOR AwVE SHOWAI A9Rf00 To YIAll ABOVEA9 RECYD TO INSTALL(F!)TOP PLATES 2.FOR AREAS WHERE ONLY TOP PLATE I9 DAMAGED,REFER TO 50.1 SHORE WALL ABOVE AS REO'D TO INSTALL(N)TOP PLATES 2.SHORE(E)WALL ABPlE (FBRIMJ018T TOP FLANGE REPAIR 2 TOP PLATE REPAIR G)�P LATE REPAIR 4 RIM JOIST REPAIR 5 TOP PLATE REPAIR WOOD NOTES'. (E)STUD WALL I, ALL WOOD FRAMING DETAILS sHALLBE CONSTRUCTED TO THE MINIMUM C81/STRAP (a)L.STA12 STRAP STANDARDS OF T}E CURRENT IBC IN PLYWOOD OR OSB WALL (LOCATE ON EXTERIOR 10d SOLE PLATE NAIL BXEATHINGTO MATCH(P WALL FACEOFJOIST) TO MATCH SOLE WALLSHEATHING 2. tUMKRSHALLSEHE4fIR IT - SHEATHINGTMCKNESS,SPLIT PLATE NAL SPACING SPLICE PER7155.1 STILLY VALLEY SHEATHING ON(E)STUD& 3. ENGINEERED LUMBER PROVIDE EDGE NAILING PER WOOD (N)35'NOE LVL SA LAN NATED VENEER L.UMBER(LVL): .. NOTES THIS SHEET. - _ _ _ _ _ _ (SEE NOTE 2) _ E-1000 KSL Fb=2800 PSI,Fv=285 PSI CENTER REPAIRS LOWER PLATE BELOW 2v B11(G 10d EDGE NAUNG 1V 3.& MANUFACTURER WEYERHAEUSER OR EQUAL RISE DSL BLKG (SEEWOODNOTE8 I`1 10d EDGE NAILING AS REGDI THIS SHEET) (SEE WOOD NMS 18308 SMOKEY POINT LTH99HEEn 4 � (P JDIBT9.FASTEN FULL AR ALLSHERTHNG SHIILBEAPARATEO,EXTERIOR EXPOSURE BLVD,ARLINGTON,WA IE1 WALL SHEATHING HEIGHT FILLER BLOCK TO 0.YMOGDNCONFORMANCE WITH ISO SECTION 23031.5. C (N)DBLTOP PURE (E)STUD WALL (EI VIES W/p)ROWS OF tOXT PER PLAN 4& OHE7REp82RANDBOMO(09B)MAY BE SU&STRUTED FOR PLYWOOD. `�82�3 10D NALL3@Cc.c. ,OACcNTA,1DH VARIESI \ REMOVE OEIERIOR4TED (P SLAG A.C. MATCH EXISTINGSH SHEATHING THICKNESS AND SPAN RA `mS11A PORTIONOFIE)J019T TOP PLATE flEPAIN 5, SHEATHING NNUNO,ISE UNlE880THERWISE NOTED. (F83.5'YADE LVL MATCH PER 3155.1 DEPTH OF JOIST SA ROOM BD®0'OC AT SHEET EDGE3,80@tY OC ATINTERMEDWTE ADBLTOPPLATE ,_- (E)BTUOWALL BEARING POINTS. ELEVATION NOTES: 5JL FLGORIOD®0'ATSHEETEDGES 100010`OCATINTERMEDIATE 1.SEE B/SS.I FOR INFO NOTSHOWN BEARING POINTS, NOTE: SEE 3155.1 FOR ELEVATION OF TYPICAL BPIICE S INFO NOT SHOWN NOT SEE EW85.1 FOR INFO NOT MOWN. 2.SHORE(E)WALL ABOVE A8 PE00 TO INSTALL M)flRl JOIST C. WALL&SO@8'DC A7 ECR'iE5 lOQ 12'OCATINTERMEDIATESEMNG TOP PLATE CORNER REPAIR WALL SHEATHING SPLICE $ JOIST REPAIR AT EXT.WALL, AT E Q JOIST REPAIR XT.WALL. POINTS WALL� ;A PWMIAGS, L HAY E9.lCBLOCKINGATALLEOG 6 Y4y Q 7 ar+To v 314_,V s B 8 REV DATE DESCRIPTION a PROJ.NO. 231201 0 DRAWN HRT CHECKED BJW DATE 09/052023 0 COFFMAN ENGINEERS INC SHEET TITLE: SECTIONS AND DETAILS 1 A A SHEET NO: R S5. 1 SHEET 1 OF 1 a 3 I , Y s% r• Z.; & —p Archkaots CITY OF ARLINGTON �5 g� W-1Y4. BUILDING DEPARTMENT ato• a:N^ W-C ts'AV AP P OV E D DATE �'r BY -r NO CHANGES AUTHORIZED UNLESS APPROVED BY THE O � u SEE PHOTO W BUILDING INSPECTOR I 1 .I 1 71 � 1 A Ia11Alm! URBAN LWd I '6'(CM MIT I _ I I I I =I RMOZ RM-W4 RA4'A6 1 ZJ II ARCHITTEECT AUR SEE 1 I O S I p 5 �- o - - - � A w nu eu xo mm+ .. 1 1 II i1 ,'! -�� n I 1 I IC _ _ I— _ _O3 .�1 ` I 5T "6' r l 1 fl—: I 1�l y � I I RM•3I7 / 1 II 1 In OC F 4 O N I`_ _ 0 1.� Ic x �//�� Val 1�0�/I "�� 1 45,4 O OI O — — — — l — 1 �— FCy� �rtt��QQ;.t� 1 A RM•30j RM.305 I "Q nr, pe .� - Imo+ L•I rl � U i I° I , , 1 1I I� Rnwi7' °I RM•309 IAfr•G• �� '` � � O A DETERIORATED JOIST(1ST JOIST FROM EXT WALL 1 SEE PHOTO 3&4 1 I ) 1 —(I', NEW(1)13/4"x14"LVL ON "?\ I EITHER SIDE OF(E)JOIST I I (LOCATE 3"FROM DETERIORATED JOIST) No. Data Dww4arral U Il'•2�• a'-o' a'-73�• I6'•0' 2r- r- NOV 16 2023 9 2 82'-5 Vf 'W-W Q P 1 O 2' 4' 8' L'' 1M:1 CT AXCNTTEGT r TIIlI I.III FOOli PLAIN S, 1�� SF £ ,� Awm%mIIiii F. JA dgvle SCALE I/r•T-O' S, P1e0Ar.T DR.AFT9M PR07VCT NORTM v rd"Wr4 z �� �� tv M t4(t C prods/r°L F markups shown Iamp Is n rred t�e to °°T v.H��b�` X RoJ�etlL. 11. �i only. ��� 2003 5GH ��••c4i < Dw f °0°ro t z mar 11,2005 MAL V L f� 1' pow IS 1 i iPHOTO:,*UNIT 307 ROOF JOISTS STOP PLATE PH 1TO 4 UNIT]I 01 RIM JOIS? Pt;OTC 5 ulJn 310 RQOF JOISTS PHOTO 1'UNIT 308 ROOF JOISTS pH0T0 2.UNIt 306 ROOF JOISTS REPAIR REQUIREMENTS INSTALL(1)NEW LVL �PAiR fi�OUIREMENTS g ptfR REQIIlREt1ENT REPAIR REQUIREMENTS' ,PAIR R£OZIJIREN-199J t -AT THE DETERIORATED JOISTS ABOVE THE WALL, ( -REPAIR JOIST TOP FLANGES -REPAIR JOIST TOP FLANGES -AT THE(2)DETERIORATED JOISTS ABOVE THE JOIST PER PLAN ON -REPAIR RIM JOIST(SEE DETAIL 4/S5.1).DETERIORATION (SEE DETAIL 1/55.1) CUT OUT THE DETERIORATED SECTION AND REPAIR EITHER SIDE OF THIS . APPEARS TO EXTEND BEYOND THE 3RD ROOF JOIST(FROM (SEE DETAIL 1/55.1) EXTERIOR WALL,CUT OUT THE DETERIORATED (SEE DETAIL 8&91S5 1). (E)JOIST SECTION AND REPAIR(SEE DETAIL 8&9/S5.1). EXT.WALL OF THE UNIT). -REPAIR TOP PLATE(SEE DETAIL 2,3,&5/S5 1) -REPAIR JOIST TOP FLANGE(SEE DETAIL 1/SS-1). REPAIR TOP -OPEN UP UNIT BELOW TO REVIEW CONDITION OF FLANGE(SEE WALL FRAMING AND SHEATHING BELOW.IF WALL DETAIL 1/S5.1) FRAMING IS DAMAGED REPAIR PER DETAILS ON S5.1. IF WALL STUDS ARE DAMAGED,SISTER NEW WALL STUDS TO(E)STUDS. GET'1E_RA�REPAIR NOTES_' 1 REPLACE ALL DETERIORATED PARAPET FRAMING AND SHEATHING IN KIND.REFER TO ORIGINAL DRAWINGS(S4,3)REPLACE RUSTED PARAPET FASTENERS OR INSTALL NEW FASTENERS ADJACENT TO EXISTING - 2.REPLACE ALL DETERIORATED ROOF SHEATHING IN KIND AND FASTEN W/8D NAILS @ 6"o.c.AT EDGES AND BD NAILS @ 12"o.c-AT INTERMEDIATE BEARING POINTS 3.REPLACE ALL DETERIORATED FLOOR SHEATHING IN KIND AND FASTEN W/10D NAILS @ 6"o.c.AT EDGES AND 1 OD NAILS @ 10"o.c.AT INTERMEDIATE BEARING POINTS. 4.REPLACE ALL DETERIORATED WALL SHEATHING IN KIND AND FASTEN W/8D NAILS @ 6"o.c AT EDGES AND 8D NAILS @ 12"o c.AT INTERMEDIATE BEARING POINTS.PROVIDE SOLID BLOCKING AT ALL EDGES 5.AT AREAS WHERE(E)SHEATHING IS CUT OUT AND REPLACED.PROVIDE EDGE NAILING PER REQUIREMENTS ABOVE AT(E)SHEATHING EDGE AND NEW SHEATHING EDGE. 6.TIGHTEN ALL LOOSE HOLDOWNS PER MANUFACTURERS SPECIFICATION. REPAIR PHOTOS - SHEET S3.1 ���ct saaH r�9 r�Y V �4 'p aoezo e sslONAL T'� A &COFFMAN ENGINEERS (E)STUD WALL (E)STUD WALL f 135 W.Fairhaven Ave (N)PLYWOOD OR OSB ROOF I. SNEATHINGTO MATCH(E)ROOF (E)RIM JOIST 1Bd SOLE PLATE NN� SUlla 1e02 9FFATHINGTIICKNE95,9PIJf TO MATCH(f)SOLE WALL SHEATMNG Burlington,WA 9B233 / SHEATHING ON(E)JOIST& PLATE NAIL SPRCIN3 SPLICE PER 7135.1 (N)TOP PLATE(SEE NOTE 11 ph 360.707.5656 PROVDE Bd OAKS@ I'wa AT (M DBLTOP PLATE(BEE NOTE 1) (H-0 RRA JOIST (E)DETERIORATED TOP TA'MIN FLANGE(VAR. EDGE$AND @,T Ax.AT (BEE NOlE2) 15d@ 170CSIMGEIE1] I INTERMEDIATE BEARING POINTS 15d@12'OC STAG(iEREO C9115TRAP tF•NP01 WWWC01fR1R0.COT 10d EDGE HALING(SEE I 10dE71GEPYJNNG(SEE 10d NAILS@Tac W000 NOTES THIS SHEET) f• T WIIODNOTESIH9 SHEET) �� BB STAGGERED. (EXIENDI BEYOND - { SPLICE TOPPlA7E@ - ZTOPPUITE@ EDGE OF DETERIORATION / `' If)JOIST PEP.PLAN I te4 A'y 0 (VLF.).NOTIFY ENGINEER X)JOISTPERPLANJ (g0ENTATIONYARIES) IF DETERIORATION IS IORENTATgNVAR M / (EITOP PLATE LONGER THAN T-0' //� J If)TOP PLATE IEI� (E)JOIST(ORIENTATION&J (E)alXs J .1+_(E) ,� —LF)$Tw t•_ �r DEPTH VARIES) TOP PLATE REPAIR— �U y R4L 4�G PER 3/95.1 WALL SHEATHING �s/ONAL� SPLK:E PER 17511 (E)STUD WALL (E)sruowaLL ELEVATION -.• ELEVATION Irrn2a NOTE NOTES: NOTE: 1.SEE LBSA&745.1 FOR INFO NOT SHOWN NOTE: I.SEE 6195.1 FOR I/O AOT SHDAN SHORE WALL ABOVE AS REOD TO INSTALL IN)TOP PLATES T.FOR AREAS VANLTNE ONLY TOP PLATE ID DAMAGED,REFER TO 5AS5.1 (SHORE WALL ABOVE AS REDID TO INSTALL(N)TDP PLATES 2.SHORE BE)WALL AOV'EAS REDO TO INSTALL IN RIMJOIST TOP FLANGE REPAIR 2 TOP 5 PLATE REPAIR TOP PLATE REPAIR 4 RIM JOIST REPAIR TOP PLATE REPAIR 1 WOOD NOTES: (E)SAID WALL—� \\I 1, ISI.WOOD FRAMING DETNL96HALL BE CONSTRUCTED T0THE MINIMUM C$;A STRAP _ _ (2)LSTA12 STRAP STANDARDS OF THE CURRENT IBC / MI PLYWOOD OR 090 WAIL (LOCATE ONEXTERIOR INSOLE PLATE NAIL SHEATHING TO MATCH(E)WALL FACE OF JOLST) TO MATCH(EI SOLE WALL9HEATMNO T. ILAAER SHILL BE lEMJW dJ. SHEATHINGTHBCKNESS,SPLIT PLATE NNLSPACING 9PLICEPER7/S5,1 STILLY VALLEY SHEATHING ON(E)STw& M L Et"W&FAED LW9£R PROVIDE EDGE NAILING PERW000 __ __ _ _ — _ - _ (SEE NOTE 2)LVL 3JL LAMINATED VENEER LUMBER(LVL): CENTER REPAIRS NOTES THIS SHEET. _ E c 1E00 KS,Fb=260D PSI,Fv=2B5 PSI I — LOwERPLATEBELOW 2x BLKG 10d EDGE NAILING I 3.5. MANUFACTURER WMRHAEUSER OR EOUN_ (USE DBL BLKG ✓ (SEE WOOD NOTES I 10d EDGE NAILING ASREaD) THIS SNEEri (SEE WOOD NOTES a SHEATHNG: 18308 SMOKEY POINT (EL— )JgST$.FASTENFULL all AL SHEATHING SHALL BEARARATED,EMMORE7POSURE1 C BLVD,ARLINGTON,WA �)WALL (� HEIGHT FILLER BLOCK TO /y PLYWOOD IN CONFORMANCE WITH ISO SECTION 23031.5, (gyp C (N)DBLTOPPLATE (E)SRIDWALL (E)WEB W/(2)ROWS OF (E)JOISTPER PLAN —/� 4a ORIENTED STRAND BOARD JOSE)WAY BESUBSTR 9 UTEDFORPLYWOOD. 8223 a,c,1ODNAILS@O' (MMIATIONVARIESI REMOVE DETERIORATED (f)BLKG AC. MATCH EXISTING SHEATHING THICKNESS AND$PAN RATIM I��STIO PORTIONOF B:)JOIST TOP PLATE REPAIR 5, SnEATHv+O NAILING.USE LLv.E5SOT1ERWi�E IgTEO. (Ni35'WIDE LVL MATCH PER3/95.1 1 DEPTH OF IE)ASf ! SA BEARINGPOINTS AT SHEEP EDGES FO@12'OC ATINTERMEDIATE (eI DBLTOP PLATE (E)SAID WAIL ELEVATION NOTES 5B. FLOOR JOB @B'AT SHEET EDGES MOD@ 10'DC AT INTERMEDIATE NOTE: NOTE: 1.SEE wS5.1 FOR IN ONOT 5"Dw BEARING POINTS. SEE aW.1 FOR ELEVATION OF TYPICAL SPLICE B INFO NOT SHOWN SEE W95.1 FOR INFO NOT SHOWN 2.SHORE(E)WALL ABOVE A9 OECD TO INSTALL INN RIM JOIST 5G. WALLS, Q0'OCAT ECOESIOg/Y'OC AT INTERMEDIATE BEARING TOP PLATE CORNER REPAIR WALL SHEATHING SPLICE 8 JOIST REPAIR AT EXT.WALL. Q JOIST REPAIR AT EXT.WALL. aRDaWALLs�ATMS AtI HA�SOLID BLOC NG AT ALL EDGES 7 3p=1ff v L4=1-0' s D - q B REV DATE DESCRIPTION PROJ.NO. 231201 a 0 DRAWN HRT a CHECKED SJW DATE DB/OW023 ©COFFMAN ENGINEERS INC. SHEET TITLE: H SECTIONS AND DETAILS SHEET NO: S5. 1 SHEET 1 OF 1 2 3 A 5 I 7 Permit#: 5704 Permit Date: 11/16/23 Permit Type: COMMERCIAL ALTERATION Project Name: Stillaguamish Gardens Applicant Name: Belfor Property Restoration Applicant Address: 4320 S 131 st PL Applicant, City, State, Zip: Seattle,WA 98168 Contact: Gary McConaghy Phone: 206-276-7335 Email: gary.mcconaghy@us.belfor.com Scope of Work: Structural repairs Valuation: 0.00 Square Feet: 8422 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: COMMERCIAL ALTERATION Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 18318 SMOKEY POINT STILLAGUAMISH 125 MULTI- 00472500000805 BLVD GARDENS FAMILYAF Contractors Contractor Primary Contact Phone Address Contractor Type License License# Belfor Property Cary 206-632-0800 4320 S 131st PL CONSTRUCTION Labor&BELFOUG99OBJ Restoration McConaghy@us.belfor.com CONTRACTOR Industries Notes Date Note Created By: 11/16/2023 Contractor needs COA license prior to issuance.Emailed the info. Kristin Foster 11/16/2023 Emailed for valuation. Kristin Foster i f��� CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417 -Permit Center: 360-403-3551 BUILDING PERMIT 18318 SMOKEY POINT BLVD Permit#: 5704 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00472500000805 DATE OF ISSUANCE. Scope of Work: Structural repairs Valuation:420000.00 OWNER APPLICANT CONTRACTOR STILLAGUAMISH GARDENS Belfor Property Restoration Belfor Property Restoration 18308 SMOKEY POINT BLVD 4320 S 131st PL 4320 S 131st PL ARLINGTON,WA 98223 Seattle,WA 98168 Seattle,WA 98168,WA 98168 206-276-7335 206-632-0800 LIC:602 089 710 EXP: 11/30/2024 LIC:BELFOUG99OBJ EXP: 12/20/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2018 STORIES: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 12/07/2023 Applicant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary pen-nits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/07/2023 Building Plan Review $2.722.81 12/07/2023 Processing/Technology $25.00 12/07/2023 Building Permit $4,188.94 12/07/2023 State Surcharge-Commercial $25.00 Total Due: $6,961.75 Total Payment: $2,722.81 Balance Due: $4,238.94 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 18318 SMOKEY POINT BLVD Permit#: 5704 PERMIT EXPIRES 180 DAYS AFTER Parcel#:00472500000805 DATE OF ISSUANCE. Scope of Work: Structural repairs Valuation:420000.00 OWNER APPLICANT CONTRACTOR STILLAGUAMISH GARDENS Belfor Property Restoration Belfor Property Restoration 18308 SMOKEY POINT BLVD 4320 S 131st PL 4320 S 131st PL ARLINGTON,WA 98223 Seattle,WA 98168 Seattle,WA 98168,WA 98168 206-276-7335 206-632-0800 LIC:602 099 710 EXP: 11/30/2024 LIC:BELFOUG99OBJ EXP: 12/20/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2018 STORIES: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sale tax return form and coded City of Arlington#3101. 12/07/2023 Anbiic;nt Sig at a Dad Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. The property owner shall ensure thu_ .e construction project complies with all applicu ie zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/07/2023 Building Plan Review $2,722.81 12/07/2023 Processing/Technology $25.00 12/07/2023 Building Permit $4,188.94 12/07/2023 State Surcharge-Commercial $25.00 Total Due: $6,961.75 Total Payment: $2,722.81 Balance Due: $4,238.94 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail Permit#: 5704 Permit Date: 11/16/23 Permit Type: COMMERCIAL ALTERATION Project Name: Stillaguamish Gardens Applicant Name: Belfor Property Restoration Applicant Address: 4320 S 131 st PL Applicant, City, State, Zip: Seattle,WA 98168 Contact: Gary McConaghy Phone: 206-276-7335 Email: gary.mcconaghy@us.belfor.com Scope of Work: Structural repairs Valuation: 420000.00 Square Feet: 8422 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 12/08/2023 Permit Expires: 06/05/2024 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00472500000805 18318 SMOKEY POINT STILLAGUAMISH 125 MULTI- BLVD GARDENS FAMILY AF Contractors Contractor Primary Contact Phone Address Contractor Type License License# Belfor Property Gary CONSTRUCTION Restoration McConaghy@us.belfor.com 206-632-0800 4320 S 131st PL CONTRACTOR COA 602089710 Belfor Property Gary 206-632-0800 4320 S 131 st PL CONSTRUCTION Labor&BELFOUG99OBJ Restoration McConaghy@us.belfor.com CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/26/2024 C20.BUILDING They asked for the earliest 04/02/2024 03/29/2024 BUILDING Approved FINAL possible. 12/26/2023 COT WALLBOARD 12/27/2023 12/27/2023 BUILDING Approved 12/18/2023 CIL INSULATION AM requested 12/19/2023 12/19/2023 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 11/20/2023 COMMERCIAL BUILDING Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $2,722.81 Processing/Technology $25.00 Building Permit Table 4-1 $4,188.94 State Surcharge-Commercial Commercial Only $25.00 Total $6,961.75 Attached Letters Date Letter Description 12/07/2023 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/20/2023 Belfor USA Group 6715 Hannah Hardwick $2,722.81 12/08/2023 Belfor USA Group,Inc 6716 Kristin Foster $4,238.94 Outstanding Balance $0.00 Notes Date Note Created By: 11/20/2023 Verified that COA license is updated. Kristin Foster 11/16/2023 Contractor needs COA license prior to issuance.Emailed the info. Kristin Foster 11/16/2023 Emailed for valuation. Kristin Foster Uploaded Files Date File Name 12/08/2023 17710603-20231204 BLD5704 ApprovedPlans.pdf 12/08/2023 17710602-20231208 BLD5704 IssuedPermit.pdf 11/20/2023 17549401-20231117 BLD5704 Applicatio.pdf