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17324 MEADOWDALE BEACH RD.PDFIIIIIIIIIIIIII 12288 17324 MEADOWDALE BEACH RD 4 CITY OF EDMONDS - SIDE SEWER PERMIT WATER -SEWER DEPARTMENT PERMIT Call 716-1107 for side ewer inspections BEFORE covering any portion of the construction.) Inspection will be providsed within 24 hours after request. NO Sat., Sun., or holiday inspections.) ADDIJESS LOCATION OF CONSTRUCTION ............ 17324 Meadowd , a , 1 , e .... Be , a , ph ... * Ro , a , d ...................... * ... . ...... * ................. * ............... --------------- - PROPERTY LEGAL DESCRIPTION ............ A.tt.a.ch.e.d ....................................................................................................................................... ................ .................................................. . ....................... ................................................................................................................................................................................. ................................................................ 01�WERANDJOR BUILDER ....... Pqj ard i n ............................................................... . ............................................. ......... WMACTOWS NAME & ADDRESS ....... Pp.] .... W.ea.t.he-r-ed ....... 4428 .... ... 6.7th ... Av.e.nu.e ... N_E_,_.M.a r1s v i -1. I.e ........................................... .... .. . .. .... .. .... .. .... . .... ..... .. .. ....... ..... .. .... .. Permission Is granted .............. SeRtem.ber .... 5 ..... .... .. .... .. ....... . ............ 19 ... D, for repair and/or connection of a side sewer to the city sanitary sewer S in accordance with City of Edmonds ordinances. AWTION IS CALLED TO THE FOLLOWING: NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3--Obtain full information regaxding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. 140TE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 5--Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to Improper work which may develop within one year of completion. NOTE No. 6—It is unlawful to alter or do any other work than Is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in- sert the pipe into the wye. DISAPPROVED E] Date .... ........ t .................... By ................ Date ......... ............. M -----_-------- Date ................................... By ....... ........ V APPROVED Dat ...... ...................... BY --------------------------------- .............................................. Remarks: .................................................................. --------------- - ................................................................................................................................. ---------------------------------- ­­-­­­­­ ----------------------- 1­* ---- *11 --------- I— ------------ I ------- I -------- 1_1__1­1 .......................... . ....................................................... B03 ermi o ies T Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection ��. *Q�S T I I I, ----- ................................................................. .... hereby certify that the side sewer installation constructed under this permit Twner of Contracting Firm Performing Construction) wostalled in accordance with all governing ordinances of the City of Edmonds. Datedthis ............................ day of .................................................................. 19 ......... Check BEFORE you dig for: Water [:], Gas E], Telephone 0, Power 0, Sewer E], Other C] V V 0 AD D RE S S: I / I e�l L>�4- I I W VA—LAf ) C, L.JV L? 6 TAX ACCOUNTIPARCEL NUMBER:80,Ev B o66 / BUILDING PERMIT (NEW COVENANTS (RECORDED) CRITICAL AREAS:-0g— ) /0 DETERMINATION: [] Conditional Waiver F1 Study Required Xwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATEF44(1�?/J�f SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: LATEMP\DS'Ps\Fomis\Strcct File Checklist.doc `7 3)- 1( A Ea* do- d. A (C P--D rAs M -77 CWerl- pw4 0`5r71*'5*eP RECEivE D Al Al, rA77C' A )>.IPI SEP 15 2004 +Aw', 13 X*a.,01 0- +.;I,qs- VED By PLANNING g�PERM q Id- IT COUNTER J. A +JL, q vn� e, p- xmo n Of PqL t 1 P120posc-z) 0�10,cprm- j!5:7e/i57/4f, O.C. SO C-110 + t -e-09:3e-1C.5 L,-f I +0 .3 t ri Y, 5. 1'Wo Fo 6t*O 5 IN PA (12.0 AOP/-/7 PAI -32 01 APPROVED AS NOTE6 APPROVI I tjjBY ENGIZERING P. //-0 /Z 777' m m A 11,63 2- 34 YZ 2- 7f6 2 2 26 W'14 P0 I Y&WA', r 11'Z74- ;7 3.01 1,70 7-4�ff )�LAA/ & /,0t1A!77t"4 0 v.:5 :50R_fW�C- Zone- Rm —d er /V etbac s jLre Actual ev 7 2- '$vF 1mf&W,0i1s 7z�% 2-7 5-Pr igront 0-F 16' 6-0 Rear Pei yb"AY 5 - 6-40 1 Jr /b'/, 4,vtwAqr- Other P90A00 AM,#fMv 4 52- Height k5 17 2-., j6 7 Z 1P 5 #P20 OV ED_Af City ofIdmonds Development Services Department Planning Division Phone: 425.771.0220 4C. %90 Fax: 425.771.0221 The Critical'Areas Checklist. contained on this form is to be filled out by any person preparing a Development Permit Application.for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Receivemd: q City Receipt#: 2-1752- Critical Areas File M 077-47— Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative,. must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. , In addition, the . applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to e applica ri on the behalf of the owner as listed below. SiGNATuRE oF APPLiCANT/AGENT DATE Property Owner's Authorization By my signature, I cer*Ihat I have . authorized the abov/Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER DATE S- SI- OLOI PLEASE PRINT CLEARLY Owner/AppHcant: (44'ro-ChIAGE + hVIA4, Adler Name 17124 Ale�actawdmle Rese-A Rocxd Street Address Eclm"Ajs WA 2- (a City State Zip t 4: 425-jqj-af95 Telephone: Ole: 2b6:11UA41 Email address (optional): Crv;,Iler-6� f&46W- ca'. -) f Applicant Representative: ,/)A ve 10 Q R 6 AA1 N ra—r n e' t4--)0k1II AU Street Address !!�,f 147"7'7e City State Zip Telephone: Email Address (optional): LiKc-&fia/ue0a W #P20 Critical Areas Checklist CA File No: 0 q -1 � to Site Information (soils/ topography/hydrology/vegetation) 1. Site Address/Location: Ale_4_d,6v.)e4A.& 13eae-h teead E_dm)aak 7m 2. Property Tax Account Number: 6, 0-57/ 3 0 0 Q 4( Q 8. Approximate Site'Size (acres or square feet): Rece 4. Is this site currently developed? Xyes; _ no. AUG 1:2 2nn4—. If yes; how is site developed?_- .4 Ir ion 5. Descri . be the . gene . ral site topography. (leck all that appqy. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less thm 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30%.(a vertical rise of 10-feet over. a horizontal distance of 33 to 66-feet). Steep: grades of greater thm 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other(please describe): 6. Site contains areas of year-round standing water: jj,&�; Approx. Depth: 7. Site contains areas of seasonal standing, water: AL- Approx. Depth: What season(s) of the year? 8. Site is in the floodway A�:Zt�floodplain of a water course. 9. Site contains a c I reek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? 10. Site is primarily: forested me adow ;shrubs mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: I�Z&40�_ 1. 2. 3. 4. 5. Plan Check Number, if applicable? Site is Zoned? R.� - 1'0� SCS mapped soil type(s)? For City Staff Use Only - tridef ---� I � - as 0/a -� Critical Areas inventory or C.A. map indicates Critical Area on site? 5(o�o t-47� MiZel\ Aj-te--T:7,--( I F Site Within designated earth subsidence landslide hazard area? A10 DETERMINATION STUDY REQUIRED WAIVER Reviewed br. 9M wh�'/ Date: /3 1 /0 y 0 PLANNING DATA NAME: /--1 -1 1Q,- . DATP: q /?—,(To T SITE ADDRESS: 175al /-Iezot.'�qlf Feqck l(oqd —PLAN CHK#:—O'f - It PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: (Yes I No MAP PAGE: 0 CORNER LOT: FLAG LOT: ZONING:_R�- N, cpj-ncAL AREAS DETERMINATION 0 q.- 11 o Q Study Required: Waiver L3 Conditional Waiver SEPA DETERMINATION: UFee Q checklist- L3 APO list wl notarized form 0 (Needed for 500 cubic yardsof grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt SETBACKS: Required Setbacks: Street 4,5' Left Side: 10' Right Side: 10' Rear: 01 Actual Setbacks: 0_1 S-i T Left Side: Right Side: Rear. Street -map chec1jLfpgClditionaI setback required? (Yes No fDNA_)) �L I L3. DETACHED STRUCTURES: Ll ROCKERIES: U FENCES/T R*ELLISES: U. SAY WINDOWS I PROJECTING MODULATION: Ll STAIRS I DECKS: - 0 K PARKING: Re �uired: �- Actual: LOT AREA: 1� 5-q�— LOT COVERAUL: z Calculations: 10. 7 VO' BUILDING HEIGHT: WCTt/- /-�% f ,- 010 . . Datum. Point:— Datum Elevation: Maximum Allowed: 3,5-, Aictual Height: 17 " A.D.U. CREATED?: SUBDIVISION: /v74 LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes I No OTHER: NewBPPIanningDataFonn.D0C 171119 17102 6628 17118 M03 6532 17 31 w, 17111 17122 17110 le " . - 7114 171S 17105 L W 17117 17121 F, 17111 17126 1 6 712 6505 17125 z 17125 17206 6602 61 7130 7 172 Cv 1172ND� ST �W: - :1 11 -.1722 - 17208 :<' w 6718 1 'ZN 17201 U PL 8vv 17211 I Vsw 17210 V2 17214 L Sw 6903 326 173 17320 173RD ST,SW 17304 17309 17M224 G 16 ji� ADOWI) 17330 73RD L SW 6 17315 17310 17311 17318 17315 173DB 17319, T 173R011 CS-WL S. 6830 V329 174TH ST SW IM4 11327 G G R ",\17408 �6 17401 17405 17402 17406 17405 17407 17404 16802 6728 VW St. Thomas 17410 174 't' 17423 Moore 17415 School 17414 X 17418 17415 1 '7432 17424 17422 17427 17425 17426 17430 17421 - 17427 17502 1 ism 175G 17504 17512 65�01 F 17507 17501 z 17508 175N 17510 17517 17501 175M 1750- 17512 117512 17526,/ 6403 17516 77084 ir 09 17626 17806 178101 117910 I 176TH S, 5- 17607 17615 17623 17623 - 17628 17631 3�, '763' -,7704 I r,03 ul > < I T705 17706 j Ix 17711 17711 17716 X t; (D 17719 1 T72 17724 17727 17-M 17728 !W I QVS N - -M, 1 BOTH ST SW I FAM 18007 18020 18018 isiSTSTSW 181ST ST SW 0 'JO '§ 1i Ili 21 1 17713 17 TH ST 17820 17821 17924 17919 17914 17WS t ark 17925 tary 17929 Ile e 118006 ir 180 7 18018 18015 1 30 1 802 SO 18028 1. 18102 1A IZI #P20 is City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fair 425.771.0221 The Critical' AreasChecklist contained on this form is to be filled out by any pmon preparing a Development Permit Application.for the City of Edmonds prior to his/her submittal of the application to the City. The pimpose of the Checklist is to enable City staff to &-&.-I r4-4­1 A -- Date Received: 8/ 12-10 It City Receipt#: 2,4 7 5 2- Critical Areas File #: gnQy — V7727— Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant A property owner, or his/her authorized representative,. musf fill out the checklist, sign and date it, and submit it to the City. The City will review -the checklist, make a precursory site visit, and make a deterinination of the subsequent steps necessary to complete a development permit application. deterriune whether any po aL %r, VJL iW b6,' preiitht oh' the-s-bubi 66t WO—OfttY - ­ Th&-iff f6fmiti-611— Pleage - sflbfliit - vVic —Huty raw; lroftg with - the - signed dopy needed to complete the Checklist should be easily of this form to assist City staff in finding and locating the available from observations of the site or data available at specific piece of property described on this form. In City Hall (Critical areas inventories, maps, or soil addition, the . applicant shall include other pertinent surveys). information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersign . ed applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless fi-orn any and all damages, including reasonable attorney's fees, anising fiorn any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete inforination finnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I ant -authorized to e h the behalf of the owner as listed below ca appr DATE SIGNATURE OF APPUCANTIAGENT Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant.to this application. 7!4 — ------ - OWNER DATE SIGNATURE OF PLEASE PRINT CLEARLY Owner/Applicant: ex + ex - Name 17224 Wetadgwdale Reez-4 Road ,Street Address E-dMamr1c WA_ 92'02f, city State zip Telephone: (OK: 206 Applicant Representative: /)/T vie 20 0 r*4ame 0 Street Address city State zip Telephone: Email address (optional): . ca,., Email Address (optional): #P20 CA File No. Critical Areas Checklist Site Information (soils/ topography/hydrology/vegetation) 1. Site Address/Location: 1 '7 -3 2 1 A4 e-a- eli� ISO e- h Pead E_dft MWS (n 2. Property Tax Account Number 6 0-5-13 10 0 6, La 416 7 3. Approximate Site'Size (acres or square feet): 4. Js this site currently developed?,Kyes; no. AUG 1`2 2M& 4 If yes; how is site developed? j ppq 5. Describe the general sit� topography. all that a Y. Flat less than 5-feet elevation change over entire site. Rolling- slopes on site generally less flm 15% (a vertical rise of 10-feet over a horizontal disftance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over . a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other.(please describe): 6. Site contains area . s of year-round standing water-. J/4219,,; Approx. Depth: 7. site contains areas of seasonal standing water: 1)2j&Ttk_ Approx. Depth: What season(s) of the year? 8. Site is in the floodway __tft&,fioodplain of a watercourse. 9. Site contains a creek or an area where water flows -across the grounds surface? Flows are year-round? & lhfz Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: 4A� -For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? J\1 too e 3. SCS mapped soil 4Te(s)?. I we 3- 40en-mmd �niviav _s� I I . / , F 4. Critical Areas inventory or CA map indicates Critical Area on site? 5(�90 j9,�-(e,,-r-j-( F F 5. Site within designated eardt subsidence landslide hazard area7 A/0 DEI E MINATION C-,W.T VV'%W in V-^,W rM M.T% WATUTM L", APPLICATION for Tlie City of Edmonds SEDE SEWER PERBUT EASEMENT No . .......................................... NEW CONSTRUCTION REPAIRS 0 L- I C) 16.4 <EE:1 -T"F-RF-M . in -4 OWNERP�. J&R%D-1 .... N ........ .... C-.-. UT. ..... 0 ...... M .......... " ..... 0 ...... M ------ ..... I --- N. C- CONTRACTOR PA4L ...... Wat . . .............................................. .. PER T No. -.4 ............. 1'7a2.A MF-NZ0\NMtSl-T-:= Ca ADDRESS............................................................................... .......................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAME . OF ADDITION QN14 D N L a ............................................................................................................... DATE ..... q!.E.%P.V ..... 'r ------------- By APPLICATION for The City of Edmonds SIDE SEWME PMAM EASEMENT No_. ........ .................... NEW CONSTRUCTION 0 REPAIRS 0 L4 1- OWNER CONTRACTOR ................. .... . . . ------- .... ... .... .... .......... ��-!E�.!WePERMIT No. ADDRESS LEGAL DESCRIPTION: LOT No . ............... C ........................... BLOCK No . ............................................ NAME OF ADDITION .--MAMP .1 -?PAA��E SEP 5 1973 Approved: DATE......... ...................................... By ....................................... .............................. IN 4vre — �A 1 2 =+ 1 PAlf 4�16 fX011111:0, D �rmr (7- 9 ADD. GUITERNOWNSPOUTS PM OKA,.-.HIXOCKS RE&"ONSIBLE FOR 1ND DRAINAGE /,0/ / po 6 rl -0 /L -5 te va � Y, -40PI-17VAJ 01c ALL WOSED SURFACES TO) ho OOVERED WITHIN 2 DAYS IT Zone_ -_-- Se acks &eg-ul �tb Front Sides Rear ----------- WITHTHE 2003 INTERNATIONAL BUILDING CODE AS "M.nlWr, nPD AD 7'k='NTT ALL GRADES SHALL CONFORM TO''WWPA GRADING RULES FOR WESTERN LUMBER- LATEST F.DM()N , QA ry 20 .7 - - 4: OR I& , Opp, 6,V -"p) z 2 2 V 2-'� /-�,/ 5-�Of I'll I- /VVZ4, le-7 APPROVE] . BY EN( Dat --A APPR%x, 4 P91V&-WA-�j- I // Z 74p RECEIVED c-%,f.sr74 re r- JUN 2 8 2005 2 7 4 4 32 7,0 b PERMIT COUNTER MVA OOW,&,4a, &PAO REA" FjRAAfflVC-. ALL DOOR AWn UqWr%nuy E= A��.^ AM - MENDM ENTS !PENDICES.A,B,G,l 4m 1 kol.77k ? 0 0 N V%?' 'SEC �Y, e I r!'i CITY OF EDMONDS BUILDING ID)ffAVTM TAO Al WORK 6L- 1 �)Q IVJ 1 .1 ADDRESS OWNER -)dt7tp &q aq APPR gDA OVED BLM 1-6 RECEIVED PjPER rr INUMBER -6s39 je�� JUN 2 8 2005 ............. C----� PERMIT COUNTER —pv cwser-> L;� A/Cfb&4 -r9A p A . > as Csto ,�2 o2 1 ELv-c-Tr<:l.c,p�L- 13 �P/2 C -54 r-.Jft�- -� zone ag Comer IVFi R.R M ULge I r Actual Front Sides -FO-7— Rear ------ 7Y P14r-- 111-77 pw 7/7 C,4 Le, ------------- /_9 = CP "I C15- 4) Cl 40 Api r, Ll W 1'. RP)ONPBLE FOR DRAIAIA�k adalc -�r V_ AIRFACES 2 DA \Tys APPROVEDAS NOTED bY ENGINEERING v It i", 2- 2 1/ Zl� 95. -_7 _�g A 7,0 f, SEP 152004� COUNrER Other ­ - . I I urs, e- i_wl At =5_1L OLK - 17 y6T + gdkk iwnbv =7j 5 f W �4_ 4 ___:S:T�RUCT L �NQTES TA 00 LOT LINE SIAKES MUST R T. -K-4WRAG E­XT­TIME-01=�— UC CODE: DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE AS �,71, G=S S C06ORM TO WWPA GRADING RULES FOR WESTERN AFAMG AMENDED BY THE LOCAL BUILDING DEPARTMENT. LLMBER, LATEST EDITION. PROV'iDE.CUT WASHERS UNDER ALL NUTS AND ALL DOOR AND WRMND0 (2) 2X8 DOUGLAS- A BE 13ELTS BEARING AGAINST WOOD. ALLWOOD IN CONTACT WITH CONCRETE 4, LIVE LOADS: SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR ROOF------------- 25 PSF SIRUCTURAL LUMBER SHALL BE NOTED BELOW: OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE FLOOR ---- - ----- - --- 40 PSF PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d DECKS---------- 6QPSF .2XFLOOR & ROOF JOIST I-MM-FIR #2--­fb = 850 PSI NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT LATERAL 4XBEAMS DOUG-FIRF 6XBEAMS LARCH #1---Fb= 950pSI IMPREGNATED BL11LDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND WIND ---_______EXPOSURE B; 85 MPH COLUMNS DOUG_FIjt/LApCH #1--Fb = 1300 PSI CONCRETE- WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP SEISMIC SITE CLASS'D� DOUG-FIR/LARCH #1---Fb = 1000 PSI PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d LUWBER NOT NOTED DOUG-FIR/LARCH#2—Fb= 850JPS1 NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON FOUNDATIONS: CENTfR LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, 1MSCEUANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE EXTEND FOOTINGS TO FIRM UN61STURBED SOIL, ASSUMED BEARING CAPACITY' HANGERS'SHALL BE FASTENED TO WOOD WITH PROPER N S HOLES NAIL BOTTOM PLATE TO WITH 2_16d NAILS OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1�-6 H AIL . ALL SI_L'-LLBENA]1,ED- MACHINE BOLTS TO BE A-307. ANCHOR 13OLTS INTO BELOW ADJACENT EXTERIOR FINISHED GRADE. BEARING C . APACITYN.OTED (,'0'TCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO D M-On-0 InTe ABOVE SHOULD BE VERIFIED IN THE FIELD. C0`qCRETE UNLESS NOTED OTBERWISE ON THE PLANS. ALL NAILS SHALL Bt: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY CAST -IN -PLACE CONCRETE: CO�IMON WIRE NAILS, NAILING SHALL BE IN ACCORDANCE WITH I.B.C. I BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED :3CIIEDULE. NAILS IN CONTACT WITH TREATED PLATES SHALL BE GALVANIZED. THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A Fc = 2,500 PSI @ 28 DAYS, MINMIUM 5.1/2 SACKS OF CEMENT PER CUBIC YARD OF STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF FLOOR SIBEATEMqG: en CEMENT. NO SPECIAL INSPEC17ON REQUIRED.- MA)amUM SIM AGGRE ' ATHING SHALL BE 3/4 INCH TONGUE &GROOVE, Ap.A MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION GATE IS RATED SHEATHING. AGENCY LOGO AND EVALUATION REPORT NUUBER_ 1-1/2INCHES. MAXD,1UMSLLwIS4INCHES. ALL PHASES OF WORK PERTAINING SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. �AE- C�TURkjjlkoovi T1iTTQQ*1wQ: TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON TRUSSES SHALL BE PLANT FABRICA REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT TED OF DOUGLAS-FInARCH OR I-MM-FIR. DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SECURED IN POSITION INIERMEDIATESUPPORTS. THE FLOOR SBEATBING SHALL BE GLUED TO TEE STAWED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH STRUCTURAL ENGINEER -1 0 OUR OFFICE FOR APPROVAL. ALL TRUSS PLATES MINIMUM EMBEDMENT INTO CONCRETI.7. AND MAXIMUM SPACING OF 2 FEET ON OOF SHEATuyNr-: AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT CENTER. MINIMUM 2 BOLTS PER SILL PI,ATE PIECE. ONE BOLT TO BE PLACED ST-HATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, LOADS AND LOCATIONS WITH SUPPLIER AM FURNISH ADDITIONALTRUSSES AS 4* WrrHN 12 INCHES OF EACH END.OF TBE SILL PLATE.'FOUNDATTON WALLS NSrALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS REQUIRED. ENCLOSING A BASEMENT BELOW�FIMSHED GRADE SHALL BE WATERPROOFED SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON PER ARCHITEq7l�T�L,��S_ CEbTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. SPECLAL CaND�TIONS: THE C REEIMORCING qwvj.: WALL SHEATHING- ONTRACT-OR SHALL VERIFY ALL DIMENSIONS AND CONDITTONs IN THE FIELD. ALL DISCREPANC:ES SHALL BE REPORTF ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH TEE 7/16 INCH A.P.A. D To THE ARCHITECT OR BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE PATIEL END JOINTS SHALL OCCUR AT SURpApTOERDT'SBEATHNG, SPAN RATING 24/0. ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS *M) MANUAL OF STANDARD PRACTICE FOR REI1,TORCED CONCRETE CoNsTRU,_TION . NAIL PANEL EDGES WITH 8d REQUIRED uNT9- PERMANENT CONNECTIONS AND SMFENINGS HAVE BEEN 13Y CRSI. DEFORMED REINFORCING STEEL BARS NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTE JA SHALL CONFORM TO ASD I A- SUPPORTS UNLESS NOTED OTHERWISt T.UE S. RMED TE 'STALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALI, 615, GRADE 60 FOR #6 AND LARGER 13ARS AND GRADE 40 FOR #5 AND SMAL ON DRAWING OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE Aj;PRopRIATE G-LUED-LAMMATED TM DEPARTMENT FOR AIL BLDQ. DEPT. REQUIRED INSPECTIONS. DONOTSCALE BARS_ ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A DRAWINGS- THE CONTRACTOR SHALL COORDINATE WITH'tHE 13ulLJIN(,T 'BEND) f7 — ER: RADIUS OF 6 BAR DIAMETERS (1 -7- MINR,4UM). CORNER BARS (2'-0' F-iA9MAii_I BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS rHE DRAWINGS', THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMEENT. LAP ALL B A 1,TKE OR SD49AR CONDITIONS NOT SHOWN. ..MRM4UMOF-481�AR-E)LAMETERSUNLESS-NOTEDQTTjERWISE. UNLESS CRADF- COM13INATION 24F-V4 0--2400 PSL Fv--165 PSI) FOR SIMPLE SPANS AND OTIMR-W19-9NOTED 6-14 THE -DRAWINGS REMFORCING-STEEL SHALL ffAV E IIF-118 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CER111FICATE _t TIq CONFORMANCE REQUIRED. OF FOLLOWING MINIMUM COVER: GLU-LAMS SHALL CONFORM TO A-I.T.C. STANDARDS 117. FA13RICATOR SHALL ST AGAINST EARTH 31NCHES 'NG"EER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO CONCRETE CA SUBMIT DETAIL'S AND SPECIFICATIONS TO THE CONCRETE EXPOSED TO EARTH OR WEATHER: 17ABPJCAnON. U 0 #6 THROUGH #18 BARS 21NCBES #5 BAR AND SMALLER LC 1-1/2 INCHES URFRAMIN_G: CONCRETE NOT EXPOSED TO EARTH OR WEATHER: PRO)T[)E FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BE #14 AND #18 BARS 1-1/2 INCHES (FB) AND HEADERS NOT CALLED OUT ON TIM PLANS AMS SHALL BE (2) 2X8. ALL #I I BAR AND smALLER 3/4 INCH 'iER71CALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER opy SLAB -ON -GRADE (FROM TOP SURFAC IWIU 16d NAILS AT 6 INCHES ON CENTER ,E) 1-1/2 INCHES #1 40 4 1*75o?q fikoduc,4i'6?"Lq� ol I lal-- S) -1,e- ple, VA