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115 2ND AVE N.PDF1111111111111114577 115 2ND AVE N • 41, ADDRESS: TAX ACCOUNT/PARCEL BUILDING PERMIT (NEW COVENANTS (RECORDED) CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: F UrY DRAINAGE PLAN DATED: 12 L -p c PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT SIDE SEWER AS BUILT DATED: 2L�U SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: /J WATER METER TAP CARD DATED: 9 ,G q ,& OTHER:&W s ( l 4t)eAlk l� LID #: LOT: '-5 BLOCK: 4 6/ Z-- LATEMPOSTAFonns\.Street File Checklist.doc _ 7 ME HM1'I y BUILDING DIVISION Applicant Fill zoNE `�C NUM BEN jjrjn7C7': ; ' PERMIT APPLICATION Inside Heavy Lines Dd -- t' NAM (OR NAME OF ■USINESSI ADDRI SS I J �tii ��1. Ir-• { / t/V �15VNT SUN NO. H OGC LEGAL DESCNI✓TION SUBDIVISION rod y MAILING ADDDR ESS 0 s 2 /1/ J fJ�ll E --- — vt- PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP CITY EL£PHONE NUMBER % 0 EXISI INC_ EPAJOAlD v PROPOSED �O _ NAME A t -- __ SAME. AS kSOY �` OEI'IC IENCY OF RIGHT OF WA u W ✓.DDR ESS PUBLIC IMPROVEMENTS REO V'%CEO h_ x DRAINAGE IMPROVEMENTS REQUIRED 1..� u 02 CITY TELEPHONE NUMBER OR.AINAGE PLAN REOUIREDIc UNr ERGROUNO KIRING REOUIItED CONNECTION TO SA TARY SEWER r NAME AA SAME Ti 14,60V s SEPTIC TANK PERMIT REDO 0 NO. - ELEVATION OF PROPERTY CORNERS D ADDRESS ► u $ FOOTINGS REO'D CITY TELEPHONE NUMBER F SEE ENGIN EERINC: MEMO OAT. D Z O U STA LICENSE NUMBL'R CITY LICENSE NUMBER CHECKED BY `q Legal Description of Property (Show Below or Attach Four Copses) METER SIZE BV'LDING SUPPLY SIZE It 3/4 G i — Z REMARKS �t O OA,' i�1 SIGN AREA _ ENV. REVIEW ADti NO. EXEMPT i�� F 6 E U ALLOWED I PROPOSED COMPLETE SHORELINE - r_• J REMARKS i�. �Z) •p` - FF, u W JI VARIANCE `O�R CU PLANNING REVIEW BY DATE V ARD^a LOT COVERAGE 1 IGAS FRONT SIDE REAR FIRE ZONE TYPE OF CONSTRUCTION CODES H'EIII�G HT - NCW LJ RESIDENTIAL L. N E NON-RESIOENTIAL ❑ GIGN • ❑ ADD ❑ DEMOLISH O RETAINING SPECIAL INSPECTOR REQUIRED AREA OCCUPANCY Ro UP OcAD ANT WALL ALTER EXCAVATE FENCE ❑ YES ❑ NO 1,'3 PUN CHECKED BY THIS SITE IS LOCATED IN THE CITY OR FILL l_ X FT) -MOVE � rr'�•) OF EDMONDS. LOCAL SALES TAX H'� J� SHOULD BE CODED 31.04. REPAIR ❑FRS QSWIM INSP. POOL - REMARKS Z NUMBER 0111 STORK! NUMBER OF 4 UNITSLING NATURE OF WORK TO BE GONE O LT W 'FILE—'PIZ-✓GtM5S i N N' PLAN CHECK FEE VALUATION 710 AN BUILDING /%! 3.5 (J `IZ) PLUMBING V MECHANICAL FENCE N "Applicant, on behalf of his or her spouse, heirs, assigns and SIGN W successors in interest, agrees to indemnify, defend and hold harmless J the City of Edmonds, Washington, its officials, employees, and RETAINING WALLls, _ agents from any and all claims for damages of whatever natll-c, s arising directly er ,directly from the issuance of this permit. Issu- SWIMMING POOL — o ance of this permit shall not be dezmed to modify, waive or reduce Jany requirement of any city ordinance nor limit in any way the O x City's ability to enforce any ordinance provision." I hereby acknowledge that I have read this application; that the in• TOTAL AMOUNT DUE formation given Is correct; and that I am the owner, or the duly author• ized agent of the owner. 1 agree to comply with city and stale laws regu• ATTENTION lating construction: and in doing the work authorized thereby, no person willbe employed in vi'alatlon of the Labor rode of the State of Washington THIS PERMIT relating to Workmen's Compensation Insurance. AUTHORIZES NOTE: Pormil Limit One Year(Except DEMOLITIONS and FILL ONLY THE PERMITS w;thout conditional use permit, which shall be completed in 90 WORK NOTED.•, days: MOVED -IN BUILDINGS shall be completed in six months.) INSPECTION (OWNER OR/AGENT) EOATE SIGNEDD /d^ �r/-il9AA�w ,s_�. 1� Ifso DEPARTMENT CITY OF •� This Permit coven work to be done on Private property ONL`r. 775.2525 Any eo wtructlon on the public domain (curbs, sidewalks, driveways, rrjrqueea, etc.) will require separate permission. I'"Itti 1 � '80 ATTENTION TO USE OR OCCUPY A BUILDING OR STRUCTURE IT IS UNLAWFUL . , ._____...., ,— ...-1-1 11—c e+.ln APPROVAL OR CITY r't In, , s t P)li . 4102, 1 40`f — 1+6-7.S,5 IG4a APPLICATION APPROVAL This application is not a permit nnt;i signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space pro- vided. REcTOR'S SIGNATURE %-` S-8U ORIGINAL — File YELLOW — Inspector PINK — Owner GOLD — Assessor r, DE , FOR INSPECTION CALL WQR _Perini tD ", �xtii,220, Issue Bate way Construction Permit Required - Call Dial Dig (342-5344) before excavation). ". 7. Cross other private property: Yes No --Easement required - attach legal description and county easement number. a READ THE FOLLOWT� NG . AND SIGN: a a. Property owners must obtain a permit to install side sewers on > their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. C. commercial establishment requires a minimum of a six inch (611) .side sewer line. u d. Side sewers may not be installed closer than thirty inches (3011) to any structure. e. Side sewer lines must be laid ata minimum grade of 2% (1.15°} and maximum grade of'100% (450). f. No turn in side sewer greater than 450 (1/8,bend) is°allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. - h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer'line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k. Side sewer must be left uncovered until inspected and approved by the City. L. Inspection during normal working hours only. Two (2) working days notice required. DATE: certify that II have read and shall comply with the .above Di APPROVED By: Date: B Date: AI+pR4VED By . Date: * VrRMT$r ;AU11 0 A Xa Side Sewer Drawing The City of Edmonds EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS ❑ LID NO . ................. ASMT. NO.................. OWNER /..�.!`7' �1a! y�r!5t� �. CONTRACTOR / .✓� aG IT.4 er... ✓✓..C- PERMIT NO. G 73. ¢ _ JOB ADDRESS ...----- LI'�•-• �Z.n! e- ' ~......--•-••---.. LEGAL DESCRIPTION: LOT NO. ------ 3-------------------------- BLOCK NO. --JA!! •------•-------...._.. PWW-0001-11175 (REV.11/78) I --------------•---.......----•------.......................----------- -•--------------......--•--------......_......__.._......_........_...----•---------------- NAME OF ADDITION .......... cs__._...._.. . H Approved: DATE .......T�,/�f ✓� ��/--------•--• By.. ................... '�� APPLICATION ;C== for Thb City of Edmonds SIDE NEWER PERMIT EASEMENT No. .......................................... NEW CONSTRUCTION ❑ REPAIRS ❑ 113-02750 I OWNER.......... R0bert...W....BGSSE--- S.r-.------------------------------------------- -- CONTRACTOR..........----•-------------------..........----....--...--•--------............------........--.. PERMIT No..--•--------••--...... 115 2nd Ave ADDRESS......N .................••------.... ............................................................... LEGAL DESCRIPTION: LOT No. ---------------------------------------------- BLOCK No............................................. NAMEOF ADDITION......................................................................................................................................... too S� Dye Tested On Sewer 1972 Approved: DATE............................................. . By ------- ------..--.......................... ..............•..... PLANNING DATA -- Signs -- STREET FILE Name: Date: Iq Site Address:116 v Plan Check #: BLDZo Iyo:Z15 ^ Project Description: Reduced Site Plan Provided: YES NO) 7 Zoning: Comprehensive Plan Designation: t.0 Map Page: Comer Lot: (YES /®O Flag Lot: (YES O ADB File ff (or date waived): AJ TOTAL Area: r T of Si n Allowed in Matrix Allowed TOTAL sign T of Sin Type 9 � zone. conditions area per Unit area Proposed met? unit allowed for sign area � this si n Example Wall w intema/ / illumination Yes, with conditions Yes Yes 1 sq. R./lineal /t attached 91 attached Wall square feet 20 square feet wa// Sign # 1 W�11 w� 1.52A. ?W 00094. I'V6,114 NIA �! �� �`` 4� °15 sl q30s2A wed will. Sign #2 Sign #3 TOTAL Sign Area for Tenan Site Max Permitted: i'?'N' P� 1'"�'1 �} �sdl a o,}s-gig I (Previous Total: Proposed Total: -4. Sip Hei ht Sign Type: Max Permitted: , Actual Height 1 ' 1R t/leas Sign Type: _ r Max Permitted: ok- ;1 Actual Height: Sign Type: Max Permitted: Actual Height: Si n Li htin Sign Type: Proposed: `` A ;1,uev�:r�Lt' Allowed in Zone: Sign Type: Proposed: Allowed in Zone: *N4e-' Pcr S.+kerPn}anion No.;toll-1 :--AO i��w�,:na#ton ids �ongic�ec�a� U�i2r+na�;�� ,;nZ�io 3T) �.s lo<,� � �c- s;�., eat.. � � •IIr-�,i..�ed a�-� op� s �1,� k�.e. dotes or- ,rot t )V,C s' eatl..ee�}g. 11rc;6 rc, sod., ;S _.,A_ s4ti�+ � nkcr��l ��� w•.; � ;on �e�c�: re ;ergsF &cM- 1o. rm o 10,M. At PLANNING DATA STREET FILE -- signs -- siqn Colors Proposed: G Acceptable? res AD8 Approval? F-4uiNo Sf n Location If freestanding and 3-feet or over (unless a fence) meets setbacks? Sf 3gored Setbacks Street: Side: Side: Rear: RctuafSethacks Street: Side: Side: Rear: LandscapingLandsmping for Freestandr. , ize: Location: Critical Areas Determination #: ❑ Study Required ❑ Waiver Other t Plan Review By: TO' FIRE PLANNING ENGINEERING IN&R-OFFICE COMMUN TIONS DATE 11112 1982 FROM BUILDING SUBJECT: Harrison Office Building @ 115 2nd Avenue S. Permit #810266 Please do a final inspection on the above project and return comments or final approval to Building Division. Suspense: 11/19/82 CN TkE Foc.Lotn1IlJ� k)eE V Ta 5c- ,40A2�-SS o;V . A. k ►"i-W'GttEh. �H-A �J Tip .�, 02, FACE Is /N fee- kP?e_WW Fi AO 2, 56wea- p,e,, .3. _PA 2k►ij(o- Ole— Q, VJA TC i - -- O i::�— STR*-�_*. r" rl LE -P2A1N A6rC- 60nlr2oL c, 3, IF Hor_) Sim ©r-Wh4r_ CITY OF EDMONDS a NEW ❑ ADDITION ❑ RETIREMENT ASS Z)RMATION SHEET ASSET NO. 2 ADDITION TO ASSET NO. DESCRIPTION ' 'r4 l G.I SERIAL NO. LOCATION DEPT. NO. "PURCHASE ORDER NO. _ PURCHASE ORDER DATE COST *PROJECT NUMBER 4 .S ��i -,-/ PROJECT COMPLETION DATE 11 - 3 - S 1 COST B.A.R.S. ACCOUNT NO. y l 3y5 -a IF ESTIMATED LIFE 5 4 INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENTJI tLS.TT ILA `SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY VE IFI BY DEPRECIATE MONTHLY DEPRECIATION AMOUNT PROCESSED ANNUAL DEPRECIATION AMOUNT BATCH NO. I G.L. ENTRY KP REFERENCE DATE INITIAL 'CAI 8TP,VCT1ON PEWIT lssue Date • Permit Issued To: E vi er r r 1 o Type of Work to be Done: LQ �► �T i4 ,r• - • Work in Connection With: Kailing Address ❑ Sub or Plat ❑ Single family ondo. city, State, Zip Code Pav iE ET et ©No or Cofitractor: N V 1,0 t r► R L 3,) 2 0 /3 R Mailing Address State License Number City, State, Zip Code Telephone Number NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE, yk QtWrA,,NT TO MAD Q AMSIGN i I fApplicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless fro ��y.iaa es, daanag s, or claims of any kind or description vvha;tsoever, foreseen or unforeseen, that may be°rnade: a, the ,city of Edmonds, or any of its departments or employees, including or not limited to the defense of any Jegal Vocepdirtgs i cloding defense costs, court costs, and attorney fees by reason of granting this permit, off. dapof this permit,the contractor is ;responsiblefor workmanship and materials for a period of one year, Q i gA-efim-l` inspection and acceptance of the restoration by the Engineering Division, °FuA h6d from thSecurity Deposit (estimated restoration fee) will be held until the final street patch is completed, of wlid time a debit or credit will be processed for :issuance to the applicant. W1.% is to he �ected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with, Traffic . ; S-66uon of Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. . Call .754525, extension 2.20. I understan4 tbat this permit must be available at the job site for inspection purposes at all times. ,� " ignatuxe:� Date ��`"• y . Owner or Agent ` y T PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES CAM. DIAL - DIG PRIOR TO BEGINNING WORD i 4-, �c� l7ec�+�bsr me MESON 91411:911? Z EDMONDS, WASHINGTON 98020 JUN 241980 Of f ice: PR 6-; f } s — Home: PR 6-4748 Dir. Of Public Works "lote- z 31 r 9 Ery L /�'YtQ i"O ✓C � Gas•/ f �jj � Q�DOS�� � / T �c � l�K./ ld �'�1 Z Kd Ave. Al, S'f Orvr� �Cl:fe ✓ I1°��tin e S s �e�, � y Pa v,n 200 y Cu.-d GK7' �/�� el �3soo � o✓ ��fS� %mod IP. yl /zoo , dcc / �z oo , h�� a MEMO TO: FROM: SUBJECT: Building Division Community Development Department Engineering Division Public Works Department ins zryd &F Al DATE'.: 4-11-90 After review of the subject building permit application, we have the following comments:. 1. Driveway slope not to exceed 14%. 2. Right-of-way construction permit required for any work on City property. i 3. Backwater valve required if downstairs plumbing is below elevation of upstream manhole. 4. Sewer and water service lines to be separated by 10 feet (10') at all point s 5. The Contractor is required to keep the abutting streets clean of dirt and debris caused by the construction. r Ur par/are PUBLIC WORKS DEPARTMENT QIECKLIST 0 115 Zyy AvE Al . 5' (address) to Street Right -of -Way Existing �/� REQD 2 Access Easements Existing 4&,&C REQD H a: Utility Easement Existir REQD w Lot Per Subdivision — Plat Assessor Map Slc s£G. 23 w Site Plan Checked for Accuracy d 2 Underground Wiring Reqd. �S N 0 Check Accuracy of Legal Description 0 z Review by 2, i�;v,,r t/tr Date ,r o w- Existing Water Main Size Water Main Required Service Line Required Z.W444-)/.-J Ci IAIDI G4 Tg—�5 314 `� Hydrant Size Existing (p �� liJi4=Q �G� t�4 Hydrant Reqd Per Fire Code Size w Detector Check Meter Reqd. AJAC Cross Connection Inspection AIA H Fire Department Conments 3 Water Meter Charge Reqd. /V A Review by Date Septic Tank Design Approved Date Septic Tank Permit Reqd. IJ Permit No. Sanitary Sewer Availability �_ �� '�' ` ." ;, Proj . Drawing No. r S,%/ File No. Side Sewer Availability-> w Sanitary Sewer Connection Fee Reqd. 3 Review by Date w `n Open Ditch Existing 2v �c� Regd. Culvert Reqd. Size c4 Catch Basin Reqd. Indicate on Site Plan Shoulder drainage maintain collection on swale open runoff H `" Manhole reqd. Indicate ite Plan Soil Conditions and Ground Water Field Checked Review by Date Revised: 1vl0-1977 Page 2 Street Paving Reqd. H Curb and Gutter Reqd. / '5 T. r s w Sidewalk Reqd. v e s w Curb Cut for Driveway Reqd. a Right -of -Way Construction Permit Reqd. E, Bond Reqd. for Public In-provements Street Name Sign Reqd. F -Y 's Z"' n En G Other Signing Reqd. ,. 0 A- A.. Pre Permit Site Inspection made on _ z a off BY: SEWER H w P4w WATER - �' F-1 _ ENGINEERING D 0 x a a Special Requirements listed in memo to Commmity Development Department, Building Division BY. Date items filled in on Building Permit Application BY Date Drawings Stamped and Notations Made BY Date by Public Works Department xevised: lv 10-1977 AT)r i I ] , 1,1)130 Si'B.7EC T AT)TPEL '' 1,,:II'tET1TS FOR i-ET-7ING ATIP TI, 3, 1980 M-20-30 �7 fit" T, HA:�RISOT] - 115 2ttci. Ave. No. , Edmonds ;CL"�D ALTERNATIVE 1) Clear headroom of 7' -0" -at parkin;; entrance and egress is per. code. 2) :educed headroom of 7' -0" under beams at office floors may result in applicants having; to modify :wilding; dcsi,;n to accommodni- -e obstruction clear- ances, such as mechanical ducts. ;) Parkin- anne.irs ndc0ui it-v for nn offi co bui ldinr;. l:n;;�neerin,, requirements, previously attached, apply also t.o second rilt-ernative and arc also s}ib,j ect to revi..i.on wj-t:h {i.nal rPv] ('w su.Mittal. Tor Zirst and second alternatives, both parking schemes e,^,Tess through the alley. 'Awrefore, consideration be made to chap„e alley to nne-way traffic. I16 ft. - or-TJay does not nll_ow Lwo-wav traffic with add4,-ion 1)1: • -,I-ii cular t-ra:--:i.c that- would be nc-ne7-ate{ by this r.ro- _ject. if Pat Wilson Dt E' . ALDATIS P.E. Ci.t-y J.tw;i_neer- TK� FILE POW J'T• 06 — el. 7-0 7' 50 ell 17 March 25, 1980 MEMO TO: PLANNING DEPARTMENT FROM: ENGINEERING DIVISION SUBJECT: A.D.B. CTDIENTS OF APRIL 3. 1980 MEETING ADB-20-80 HARVE HARRISON - 1.15.22Md Ave..P16.; Edmonds, WA. Parking appears adequate for office building option. Possibleoff-site parking may be required if res- taurant option is exercised.Preliminary Engineering requirements attached are subject to revision with final review submittal. ADB-21-30 DAVID FREESE - 18604 76th Ave. W., Edmonds, WA. Insufficient detail submitted for free-standing sign per Code 18.85.06. There is a possibility of a visi- bility blockage by the free-standing sign per Code 20.60.040 A. Free-standing sigrs in zone BN are dis- couraged and this would be the only one in the im- mediate area. ADB-23-80 GO 'N JOY FOODS CORP. - 7207 212th S.W., Edmonds, WA. Plans submitted do not reflect existing steep topography or possible retaining walls. Grading, drainage, curbs and sidewalks subject to further review when topography, grading and drainage plans are submitted. Engineering requirements attached. ADB-24-30 LINEBERRY ENTERPRISES, INC. - 2127 76th W., Edmonds, WA. 35 parking stalls within building; are six inches (6") narrower than code due to presence of round concrete columns. However, Engineering would not oppose a variance for this. Engineering requirements are attach- ed. ADB-26-80 MRS. 14ASTERJOHN - 700 Plain St., Edmonds, WA. No Comment. T FILE Memo to: Planning Department From: Engineering Division Subject: A.D.B. Comments of April 3, 1980 Meeting Page -2_- ADB-27-80 JOHN BARTLETi - "BALINKAS" - 104 5th Ave. No., Edmonds, WA. ADB 135-79 JEA/jf Attachments Engineering does not object to these awnings as long as they have more than eight feet (8') clear above sidewalk and do not project into areas occupied by vehicular traffic. LAURENCE & CAROLY14NE HARRIS - 134 3rd Ave. No., Edmonds,WA. 1) Engineering comments of January 2, 1980 are amended to accept two (2) parking stalls with the provision that business use of building excludes medical/dental clinic use per CU-74-79. 2) Parking stalls should be dimensioned on plan as 9' x 20' with two feet clear from alley line to accommo- date -screening. 3) Engineering recommends three feet (3') maximum height of screening at North and South sides of 24' parking en- trance/exit. FRED HERZBERG Dt PATRICK 0. WILSON Dt R E'4. IM IALA A Y E71V6:-1A/ IN � T Y OF E D M O N D. I R£"MENTS Re f ADF NAME: HARVE HARRIS01 FILE NO. ADB-20-80 HEARING DATE: April 3, 1980 REQ'D REQ'D PRIOR TO W/BLDG. BOND VICINITY: 115 2nd Avenue No. RECORDING PERMIT POSTED COMPLETED 1. Right -of -Way No dedication re- 1. quired. X 2. Paving and Curbs in Public 2. right-of-way: As -show is sufficient X 3. Turn Around: Not required. Reco- 3. mmend approval of one-way circulation x 4. Sidewalk & Planting Strip: 4. Sidewalk existing. 5. Access Easements: Not required 5. X 6. Water Mains: Connection To City 6. required. Water meter (s) to be on City property X 7. Fire Hydrants: (Per Fire Code) 7. 8. Sewers or Septic Tanks:Connection 8. to City sanitary system required o be reviewea witn butid- 9. Drainage: ing permit application a. Submit for approval plans and 9. install public storm facilities. b. Submit and obtain approval er tdPfa & $ea. lVlakie�egrd. 1924 JJ 11 .0. Utility Easements and Access 10. thereto: Not required X .1. Underground Wiring: To be provide in accordance with Ordinance #1387 Street Lighting shall also be pro- " vided with the necessary street light standars and underground wiring con- nection. `4Page Two REQ' D REQ' D PRIOR TO W/BLDG. RECORDINGERP4IT BOND POSTED COMPLETED 12. Excavation and Grading: Exca- 12. vation and Grading shall conform to the requirements outlined in , " Chapter 70 of the Uniform Building Code. 13. Public Improvements Bond (see 13. page three) letter required by 21 days after hearing 14. Monuments (Per Section 12.10.120) X 14. 15. As-Builts: For any public im- is. provements X A. 2.2% Inspection fee N/A 16. kDDITIONAL REQUIREMENTS & COMMENTS: i. Approved legals for each lot a. X required �. Approved Plat required showing b. lots, easements, section, town- ship & range, etc. X -• C. 1. d. =• e. z M.4e S6 ENGINEER-OFD _ )UBLIC WORKS DEPARTMENT, ENGINEERING DIVISION The Engineering requirements have been completed and the subdivision can be recorded. %uthroized for recording by: Date: lag,.- -Three NGINEERING ADMINISTRATIVE REQUIREMENTS ?ction 12.10.060 (B), (4) Edmonds City Code Application and Fees: Public Improvement Inspection �e - An inspection fee in the amount of 2.2 percent of the estimated construction cost for the iblic improvements shall be provided subsequent to the approval of the development and engineer. ig plans by the Engineering Department. i accordance with the platting rules and regulations of the Edmonds City Code, 12.10.120, the )onsor, or the applicant shall advise the City Engineer, in writing within 21 days of the :acing date, the method of assuring performance for the installation of required improvements. nprovements: Improvements to provided by the developer shall conform to Section 12.10.050 the Edmonds City Code and to the foregoing list of engineering requirements: lternate method of providing the improvements are as follows: By furnishing the City of Edmonds with performance bond satisfactory to the City Engineer i which assurance is given the City that the installation of the minimum improvements will carried out as provided in Section 12.10.050 of the Edmonds City Code. The amount of )nd shall cover 110 percent of the Engineers' estimate of public works and utility improve- :nts. By actual installation of improvements in accordance with the provisions of Section .10.050 and in accordance with the installation requirements and under the supervision of e City Engineer. gardless of the method employed by the developer for the installation of improvements, "No .provements shall be finally accepted by the City of Edmonds until the developer furnishes e City with a bond in the amount of 15 percent of the cost of said improvements to guarantee id improvements against defects in workmanship and/or materials for a period of two (2) ars from the date of such final acceptance." so, before final acceptance, an as -built drawing of site improvements shall be submitted the developer's engineer and approved by the City Engineer. nvenant: Owners, and all persons having any present or subsequent ownership interest in ese lands, and the successors and assigns of owners or other parties having any said terest, hereby agree that the City of Edmonds shall be held harmless in all respects om any and all claims for damages for injunctive relief which may be occasioned now in the future to adjacent land or improvements by reason of the construction, operation d maintenance of the drainage system, and hereby waive and release the City of edmonds om any and all claims for damages, excluding damage caused solely by an act or omission of id City and injunctive relief which the owners, or their successors or assigns, may them- lves have now or in the future by reason of the construction, mainenance and operation of id drainage system. e City Engineer will review plans for improvements, prior to the start of construction. tify the City Engineer of the schedule of construction prior to commencing work (140 RK WILL BE UNDERTAKEN IN THE PUBLIC RIGHT-OF-WAY UNTIL AUTHORIZED BY THE ENGINEERING PARTMENT.) you have any quesitons concerning the above, please contact the City Engineer's Office. 11/15/78) SNOHOMISH HEALTH DISTRICT Courthouse Everett, Washington 98201 Area Code 206 259-9440 CLARIS HYATT, M.D., M.P.H. Health Officer DAVID A. STOCKTON, M.P.A. Executive Assistant DISTRICT MEMBERS COUNTY Snohomish CITIES AND TOWNS Arlington Brie, Darnngton Edmonds E ve ret t Gold Bar Granite Falls Index Lake Stevens Lynnvrood Marysville Monroe Mount;ake Terrace M.ukilteo Snohomish Stanwcod Su!tan W noo.oay is May 22, 1979 Mr. Jean and Denise Branaa and Mr. Claude and Celine Faure 1122 6th Avenue South Edmonds, Washington 98020 Re: Proposed Henri De Navarre 115 Second Avenue North Edmonds, Washington RECEIVED MAY 2 3 1979 City of Edmonds Community Devel. Deft d Dear Mr. and Mrs. Branaa and Mr. and Mrs. Faure, Please be advised that the Snohomish Health District requires all new food -service establishments to submit layout plans with specifications for review prior to construction. The plans must include information re- garding ventilation (hoods), plumbing, lighting, walls, floor, and ceiling finishes, as well as types of equip- ment and facilities to be installed. Should you have any questions, please contact our office (259-0693). Very truly yours, John W. Lorenz, R.S. Environmental Health Specialist 111 JWL: do CC: Mr. and Mrs. Faure �W shington State Liquor Control Board ty of Edmonds Building Department 7j • CITY OF E® ONDS CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT December 27, 1978 Harve Harrison 210 Sunset Ave. Edmonds, Wa. 98020 y IFI PERMIT APPLICATION AT 115-2ND AVENUE NORTH HARVE H. HARRISON MAYOR This is to acknowledge receipt of your letter of December 26, 1978 requesting an extension of the above permit application. In accordance with the provisions of the Uniform Building Code, Section 303(c), the application has been extended to June 30, 1979. Harry M. Whitcutt Building Official HMW/ae 0'TpAMENITIES DESIGN BOARD July 21, 1978 A special meeting of the Amenities Design Board was called to order by Chairman Chauncey Wight at 12:00 noon in the Council Chambers of the Edmonds Civic Center. PRESENT ABSENT STAFF PRESENT Chauncey Wight Greg Selvidge Mary Lou Block, Associate Planner David Kinderfather Jack Christofferson Nancy Luster, Planning Technician Warren LaFon Jackie Parrett, Deputy City Clerk Ken Mattson Perry Spanfelner CONTINUED AGENDA ADB-73-78 HARVE HARRISON - Building, site and landscape review of 21-room hotel at 115 2nd Ave. S. (BC) (Continued from July 5, 1978) Mrs. Block said the questions on this proposal were primarily on the elevations. She noted that expansion joints had been added on the elevations. Mr. LaFon said the air conditioning units and windows were his primary objections. Mr. Kinderfather sketched two sample revisions which broke up the flat panels by recessing the windows. Mr. Harrison suggested it might be easier to protrude the windows, still obtaining the same effect. This created a horizontal band. Mr. Kinderfather also suggested changing the proportions on the windows so the side panels are narrower than the middle ones. MR. KINDERFATHER MOVED, SECONDED BY MR. MATTSON, THAT THE APPLICANT IN ADB-73-78 BE ASKED TO INCORPORATE REVISIONS TO THE DESIGN OF THE EAST AND WEST ELEVATIONS TO INCREASE THE DEPTH OF THE FASCIA AT THE ROOFLINE AND TO HANDLE THE FENESTRATION IN A CONTINUOUS HORIZONTAL EXPRESSION, EITHER WITH THE WINDOWS EXTENDING BEYOND THE WALL LINE OR BEING RECESSED BEHIND THE WALL LINE TO PROVIDE A HORIZONTAL BAND. Mr. LaFon stated that he thought the shadows will help to cover the air conditioners which had bothered him. THE MOTION CARRIED. There was no further business to come before the Board, and the meeting adjourned at 12:30 p.m. PiUBLIC WORKS ENVIRO���J.M.ENT:AL REVIEd PROJECT NAME; 1AL'-�>� FILE ' I5-ZIUI�ft 1 ASSESSMENT DATED;_771 f-t0 AN ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED AND THE FOLLO1AjING DETF_RMINATIONS HAVE BEEN MADE; SL •' 9 a .� _ 0! m Sw_�•� MIR ii� �� ��•� ��'k Mal-0-3 �� - ► • /! car =' =a!�(� ={� � [_ ' PREPARED BY: _ _-DATE: __ '1_ I 7 tli�l kmVnify O �°�CS DATE: I� MEMO TO: Building Division �r Community Development Department''' FROM: Engineering Division Public Works Department SUBJECT: After review of'the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is M responsibility of the contractor. 2) The contractor is required to kee the abutting streets clean- ed of dirt and debris caused by the construction. (3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 140. �.� �rr� 4, 6_�1 PW 5/77 0 Z H x w w Z H *IC 14ORKS DEPARI= CHEC*S BUILDING PEST REVIEW T� 7 Date J15 - MO AVIMAddress Street Right -of -Way Existing [���� G� REQD � Access Easements Existing) �g REQD Utility Easement Existing REQD Lot per Subdivision Plat As�ess�r Map Site Plan Checked for Accuracy -1 '7 1 Underground Wiring Reqd. Check Accuracy of Legal Description Environmentally Sensitive Area Environmental Checklist Reqd. Flood Hazard Zone R c, Shoreline Management Area .�.� C> Z Slope, Soil, Vegetation c) w Stream, Creek, Drainage Basin Existing Zoning Per Code Amenities Design Board Approval Regd._ADB Approval Board of Adjustment Approval Reqd. Review By: - W,S --- Date: �7 - - ( - - - Existing Water Main Size E, ' e.= . Water Main Reqd. K-)10 i Service Line Regd. % /)� Hydrant Size Existing - Hydrant Reqd. Per Fire Code Size Detector Check Meter Reqd. Am F-e AgGXkjgts Cross Connection Inspectic Fire Department Comments Water Meter Charge Reqd. 0 Review by: Ids Date: Q Septic T sign prove ate: Septic Tank Permit Regd. Permit No. Sanitary Sewer Availability Proj . -- Drawing No. File No. Side Sewer Availability c>jj �, KV Sanitary Sewer Connection Fee Reqd. Review By: Date : Zz /e/-2 , T� *0 Open Ditch Existing /j/0 41 4?— Regd. Culvert Reqd. e S Size" x Catch Basin Reqd. yes Indicate on Site Plan o Shoulder drainage nkointain collection on swale open runoff 1%-ihole re d. q Al Indicate on Site Plan Soil Conditions and Ground Water Field Checked Review by ��:►� ��Z� Mte---��T�� Street Paving Reqd. H � - Curb and Gutter Reqd.T�s w Sidewalk Reqd. "/ w Curb Cut for Driveway Reqd. V -es c) Right -of -Way Construction Permit Reqd. s Ei Bond Reqd. for Public Improvements �,-e-5 Street Name Sign Reqd. Other Signing Reqd.,L- Q. Pre Pemit Site Inspection made on a H� BY : SEIdER K . K . w wN WATER H z� STREET u �' k� ENGINEERING Special Requirements listed in moms to Commmit_y-Development Department, Building Division BY ' Date o All items filled in on Building Permit Application BY�Date a' Drmgings Stamped and Notations Made w BY f5w Date Approved by Public Woi. Department Revised: IV 10-1977 I/ To Harry. Whitcutt, Buildir- Official _..__.....__..____....___.._... i' ~Y Off' EDMONDS 250 - 5TH NORTH EDMONDS, WASHINGTON 98020 _.._._..-__:_.._..... _._.._..___....._--..----........... ......... ._..__.___.._....----- -----....-...-.._----- .............._.._._.,_....._._.._....._....._... ❑ POLICE DEPT. ® FIRE DEPT. REPLY REQ DATE SUBJECT YES RNO E Plans check - 115 2nd Avenue North x May 15, 1973 Plans check on the proposed building indicates the exiting and occupant load appears to be as outlined in the code. Additional items as required by the Fire Code are outlined below. Section 13.311.(a). Wet standpipe shall be installed in stairwell adjacent to elevator. Section 13.310.(c).4. Fire Department connection shall be located outside main entrancep fronting on the street. Location of valve pit and details of construction shall be cleared through the City Water Department. Section 13.301.(b). Sprinkler systen shall be installed in trash chute and trash room. Piping shall be not less than 111. Supply to sprinkler system may be from domestic or wet standpipe system. A system valve shall be installed in or near trash room on 1AW416". same level. 13.301.(a) Fire extinguishers shall be installeds one on each floor. Extinguishers shall be 2:A-10:B;C rating of ABC dry chemical type. Extinguisher on parking level shall be accessable in case of vehicle fires. (SIGNED (f' PLEASE �° 4� J(„ REPLY M �A Assistant Fire Chief 4-P t F II f DATE SIGNED FORM NO, MEM. 88T SEND PARTS 1 AND 3 WITH CARBON INTACT. PART 1 IS RETURNED WITH REPLY IN;_, OFFICE COMMUNICA,,_`;NS DATE May 10 19 73 TO FIRE DEPARTMENT I FROM BUILDING DEPARTMENT FORM 41 - LITTLE'S SUBJECT: Please review the attached analysis of occupant load and stairway requirements for the proposed office building at 115-2nd Ave. N. and return as soon as possible. (committments are being made for pre -cast panels) May 10, 1973 TO: Harve Harrison RE: Proposed office building at 115 - 2nd Avenue North Review of the preliminary floor plan, in respect to exiting, indicates the following requirements, using the 60 X 62 foot layout as the most restrictive. (The building code does permit unoccupied spaces (shafts, stair, closets, elevators, etc.) to be deducted from the gross area. Ref; Uniform Building Code Plan Review Manual page 104). 1. Gross typical floor area = 3,720 square feet Office #1 (see attached) effective floor area = 304 Office #2 If if it It 536 Office #3 " it itit1710 Office #4 it It " 247 Total effective floor area (per floor) = 2797 sq. ft. 2. Occupant load per floor 2800 100 3. Required stairway widths (3305 a) 4th Floor (occupant load = 28) 3rd Floor (occupant load = 28) t 50% (3302 a-1) = 42 2nd Floor (occupant load = 2.8) + 50% + 2!S% = 2A + 14 t 7 = 49 =28 (Table 33-A) = 36" = 36" = 36" Fire -resistance ratqkgs with steel joists Hundreds of fire tests of steel joists have been con- ducted in accordance with ASTM Standard E119 at na- tionally recognized testing laboratories. Listed here are the main elements of. 16 of the more popular designs which have been tested and assigned fire resistance ratings. While tests were conducted with either 10 in. or 12 in. joists, larger sizes can be used with all of these designs. For a more complete list of steel joist fire re- sistance ratings, conveniently grouped by ceiling type and containing manufacturers' names and testing labo- ratory design numbers, write for the SJI Technical Digest concerning the Design of Fire Resistive Assemblies with Steel Joists. Floor Assemblies One or one and one-half hour fire resistance rating 2 in. reinforced concrete slab on steel joists, listed* '/2 in. P/s in. for 1'/2 hr. rating) acoustical tile ceiling; concealed ceiling grid suspended from joists. 2 in. reinforced concrete slab on steel joists, listed '/2 in, acoustical board ceiling, listed exposed ceiling grid suspended from joists. 2 in, reinforced concrete slab on steel joists; listed '/2.in, gypsum board ceiling fastened to joists. Two hour fire resistance rating 2'/2 in. reinforced concrete slab on steel joists, listed* 5/8 in. acoustical tile ceiling, listed concealed ceiling grid suspended from joists. 2'/2 in. reinforced concrete slab on steel joists, listed '/2 in, acoustical board ceiling, listed exposed ceiling grid suspended from joists. 2 in, reinforced concrete slab on steel joists, listed /s in. gypsum board ceiling fastened to joists. 21/2 in. reinforced concrete slab on steel joists, listed '/2 in. upsum board ceiling fastened to -mists Three hour fire resistance rating 2'/2 in. reinforced concrete slab on steel .joists, listed* -1/4 in. acoustical ceiling tiles, concealed ceiling grid sus- pended from joists. 21/2 in. reinforced concrete slab on steel joists, listed "/s in. gypsum board ceiling fastened to joists. Four hour fire resistance rating 2'/2 in. reinforced concrete slab on steel joists, listed* '/a in. -plaster on metal lath ceiling fastened to joists. *"Listed" means Underwriters' Laboratories listed or Factory Mutual approved, as appropriate. ra Roof Assemblies One hour fire resistance rating Built-up roofing on 2 in. structural wood fiber units on steel joists, listed*'/a in, acoustical ceiling tiles in con- cealed ceiling grid suspended from joists. Built-up roofing and insulation on 26 ga. or heavier steel deck on steel joists, listed "Is in. acoustical ceiling boards, listed exposed ceilinggrid suspended from joists. Built-up roofing over 2 in. vermiculite on centering on joists, listed '/2 in, acoustical ceiling boards, listed ex- posed ceiling grid suspended from joists. Two hour fire resistance rating Built-up roofing on 2 in. listed* gypsum building units on steel joists, listed "/s in. acoustical ceiling boards, listed exposed ceiling grid suspended from joists. . • Built-up roofing on 22 ga. or heavier steel deck on steel joists, suspended'/s in. metal lath and plaster ceiling. 9 N FIRE RESISTANCE INDEX 171 Fire Resistance Ratings —Continued Design No. G024 (Formerly 40-3 Hr.) Restrained Assembly Rating-3 Hr. Unrestrained Assembly Ratina-3 Hr. 1. Sand -Limestone Concrete-1 :2:3 mix, 4000 psi compressive strength, vibrated. 2. Welded Wire Fabric-6x6-8/8 SWG. 3. Metal Lath-3/8 in. rib, 3.4 ib/sq yd expanded steel; tied to each joist at every other rib, and midway between joists at side lap with 18 SWG galv.steel wire. 4. Steel Joists —Type IOJ3, min size; spaced 24 in. O.C. and welded to end supports. 5. Bridging —Steel bars, t/s in. in diam, welded to top and bottom chords of each joist. 6. Zee Runners —No. 25 MSG galv steel, % in. deep and 7/s in. wide at bottom flange, spaced 12 in. O.C., attached to joists with wire clips spaced 48 in. on center. Each splice to occur below a joist and 24 in. from a clip. To be spliced with a zee -runner splice of 26 MSG galv 'steel, 6 in. long, formed to fit over the top flange of the zee runner. Maximum spacing be splices, 10 ft. Minimum clearances: Ts in. to walls and T4 in. at splines. bent over lower chord of joists 7. Zee -Runner Clip —No. 11 SWG gale wire, 6 in. long, to secure zee runner, spaced 48 in. O.C. �/ 8. Acoustical Material'-12 by 12 in. kerfed edge tile. Adjacent tiles in same ro"01 el, 111/z in. long and 7/a in. wide. Spring ��� ipg together by flat splines, 26 MSG ste. made of 26 MSG spring steel, 4% in. long by % in. deep used between ends otlmRilc and border channel. Border tile supported by border channel, 11/2in. deep witly,.?fi13 and 1,in. flanges, made of 25 MSG painted steel. (S)=surface perforatibns. s, Keene Ceiling and Insulation Div. —Type 3%, in. SFR-3 (S). _ Simpson Timber Co. —Type % in. SFR-3 (S). *Bearing U.L:I. Classification Marking. Design Mo. G-025 " `� (Formerly 86-2 Hr.) Restrained Assembly Rating=2 Hr. Unrestrained Assembly Rating-2 Hr. I 2 3 4 4 7 777 5 13-I/4" lJ 10" 6 7 8 3/4" 8 1. Sand -Limestone Concrete-1:2:3 mix, 4000 psi compressive strength. 2. 3. 'Welded Wire Fabric-6x6=8/8 SWG. Metal Lath—'4 in. rib, 3.4 lb/sq yd expanded steel; tied to each joist at every other rib, and midway between joists at side lap with 18 SWG galv steel wire. Steel Joists —Type 103, min size; spaced 24 in. O.C. and welded to end supports. 4. 6. `6. Bridging --Steel bars, 1/• in..in diam, welded to top and buttom chords of each joist. Zee Runners —No. 25 MSC: galv steel, % in. deep and is in. wide at bottom ttange, spaced 12 in. O.C., attached to joists with wire clips spaced 48 in. on center. Each to occur below a joist and 24 in. from a clip. To be spliced with a zee run- splice ner• splice of 26 MSG galv steel: 6 in. long, formed to fit over the top flange of the zee- runner. Maximum spacing between splices, 10 ft. Minimum clearances: in. 7. % in. to walls and % at splices., Zee -Runner Clip —No. 11 SWG gals wire, 6 in. tong, bent over lower chord of joists 8. to secure zee runner, spaced 48 in. O.C. Acoustical Material'-12 by 12 in. tile. Adjacent tiles in same row held together 7/s Spring clips mode of - by flat splines, 25 MSG steel, 111/ in. long and in. wide. 26 MSG spring steel, 41/4 in. long by ryx in. deep used between ends of tile and border FIRE RESISTANCE INDEX 171 Fire Resistance Ratings —Continued Design No. G02.4. (Formerly 40-3 Hr.) Restrained; Assembly Rating--3 Hr. Unrestrained Assembly Ratinq-3 Hr. © © 4 5 71, 4/1 Q Q 3/4 1. Sand -Limestone Concrete-1 :2:3 mix, 4000 psi compressive strength, vibrated. 2. Welded Wire Fabric-6xG-8/8 SWG. 3. Metal Lath —pia in..rib, 3.4 ib/sq yd expanded steel: tied to each joist at every other rib, and midway between' joists at side lap with 18• SWG galy steel wire. 4. Steel Joists —Type 10J3, min size; spneed 24-in. O.C: and welded to end supports. 6. Bridging —Steel bars, % in. in diam, welded to top and bottom chords of each joist. 6. Zee Runners —No. 26' MSG galv steel, 84 in. deep and T/s in. wide at bottom flange, spaced .12 in. O.C., attached to joists with wire clips spaced 48 in. on center. Each splice to occur below a joist"and 24 in. from a clip. To be spliced with a zee -runner -.splice of 26 MSG gaiv steel, 6 inlong, formed to fit over the top flange of the zee runner. Maximum spacing between splices, 1'0 ft. Minimum clearances: s/s in. to walls and % in. at splices. 7. Zee -Runner Clip —No. 11 SWG ¢alv wire, 6 in. long, bent over lower chord of joists to.secure zee runner, spaced 48 in. O.C. 8. Acoustical Material*-12 by 12 in. kerfed edge tile. Adjacent tiles in same row. held to by flat splines, 25 MSG steel, 111%2 in. long and T/s' in. wide. Spring clips made of 26 MSG spring steel, 4% in. used between end long by % in. dee a of tile and border channel. Border tile supported by. border channel, 11/2 in. deep with and 1-in. flanges, made of 25 MSG painted steel. (S) =surface perforations. Keene Ceiling 'and Insulation Div.—Type'?4 in. SFR-3 (S). Simpson Timber Co. —Type '/t in. SFR-3 (S). � *Bearing U.L.I. Classification Marking. / 'Des ' ign No. G025 (Forerly 86-2 Hr.) Restrained Assembly Rating-2 Hr. au" i Unrestrained Assembly Rating-2 Hr. 1.• Sand -Limestone Concrete-1 :2:3 mix, 4000 psi compressive strength. 2. Welded Wire Fabric—Gx6-8/8 SWG. 3. Metal . Lath—`;� in. rib, 3.4 lb/sq yd expanded. steel; tied to each joist at every Other rib, and midway between joists at side lap with 18 SWG galy steel wire. 4. Steel Joists —Type IOJ3, min size.; spneed 24 in. O.C. and welded to.etid supports. 5. Bridging —Steel bars, 1/s in. in diam, welded to top and bottom chords, of each joist.' 6. Zee Runners —No. 25�-MSO galy steel, % in. deep and T/s in, wide at bottom flange,spaced .12 in. O.C:,Ttached to joists with wire clips spaced 48 in. on center. Each splice to occur below a joist and 24 in. from a clip. To be spliced with a zee -run- ner splice'of 26 MSG galy steel, 6. in. long, formed to fit over the top flange of the zee runner. Maximum spacing between splices, 10 ft. Minimum clearances: o/s in: to walls find 34 in. at splices. 7. Zee -Runner Clip —No. 11 SWG gnlv wire, 6 in. long, bent over Power chord of joists to secure zee runner, spaced 48 in. O.C. 8. Acoustical Materinl*-12 by 12• in. tile. Adjacent tiles In same row held together by flat splines, 25 MSG steel, 111/ in. long and 7/4 in. wide. Spring clips made of, 26 MSG spring steel, 41/4 in. long by r/s in. deep used between ends of the and border �iw o� ' a 5//er [Yn� X MIiY Q� F THICKNESS OF FLOOR" MINIMUM THICKNESS OR ROOF SLAB' OF CEILING FLOOR OR ROOF CONSTRUCTION ITEM NUMBER CEILING CONSTRUCTION (in Inches) (in Inches) 4 Hr. 3 Hr. 2 Hr. 1 Hr. 4 Hr. 3 Hr. 2 Hr. 1 Hr. Ceiling tra T e <'X„ wallboardd attic e to 77 deep by 25's`' by No. 25 (1 "" gauge ha"f-sraped fu��rri_n_�g charels 12" 6n comer 11 with 1" long No. 6 wall- 21/2 sR board screws at 8" on cen- ter. Channels wire tied to bottom chord of joists with Steel joist Construction doubled No. 18 gauge wire with a Reinforced Con- or suspended below joists crete Slab on Top Poured on wire hangers on a Metal Lath Forma Wood-fibered gypsum Alas- ( Cont'd. ) ter mixed 1:1 by weight _ gypsum to sand aggregate applied over metal "lath. Lath tied 6" on center to 12 :4" channels spaced 131/2" 21/2 3/4 on center. Channels se- cured to joists at each in- tersection with two strands of No. 18 gauge galvanized wire - Reinforced Gypsum Con- crete Slab Poured on 1/2" Gypsum Formboard. Sup- ported on Unprotected 13 None 21/ 2 Steel Bulb Tees, 32%" on Center, Supported on Indi- vidually Protected Steel Beamsa (Continued) /�? .t � _ � ay''�� r +Jy��•_y�ya„a��<•T ��•t '0}Ytr , -s��• tit } .i ice': yJr�.-+� ``t,��-, Spt'._ %r • z V 4' �.i1s•. � y -if a �Y THICKNESS OF FLOOR MINIMUM THICKNESS OR ROOF SLAB OF CEILING FLOOR OR ROOF CONSTRUCTION ITEM NUMBER CEILING CONSTRUCTION (in Inches) (in Inches) 4 Hr. 3 Hr. 2 Hr. 1 Hr. 4 Hr. 3 Hr. 2 Hr. 1 Hr. Ceiling of W Type "V wallboard attached to 7/s" deep by 25R" by No. 25 gauge hat -shaped .furring channels 12" on center 11 with 1" long No. 6 wall- 2r/2 s/8 board screws at 8" on cen- ter. Channels wire tied to bottom chord of joists with Steel joist Construction doubled No. 18 gauge wire with a Reinforced Con-' or suspended below joists crete Slab on Top Poured on wire hangers Wood-fibered gypsum plas- - on a Metal Lath Forma ( Cont'd.) ter mixed -1:1 by weight gypsum to sand aggregate applied over metal lath.. Lath tied 6" on center to " Y4 12 74" channels spaced 131/ 21/2 on center. Channels se- cured to joists at each in- tersection with two strands . of No. 18 gauge galvanized wire Reinforced Gypsum Con- crete Slab Poured on 1/2 " Gypsum Formboard Sup- ported on Unprotected 13 None 21/ 2 Steel Bulb Tees, 32ss" on Center, Supported on Indi- vidually Protected Steel Beams9 . (Continued) t i •• I ,.�. :kJ: 4 1 k •�.'• f '`� ta 4,v � . s.. C� • UNIFORM BUILDING CODE 305.77.1—C.K.C.Mo. Sec. 305, page 34. In subsection (a) change the first paragraph to read as follows: (a) General. When, in the opinion of the Building Official, unusual hazard exists or Pq tyke of,ccnstructtion employed re- quires constant inspection, the owner or his agent shall employ a special inspector. Also: Delete (b) through (f) or move to the Appendix where these re- quirements could be made available at the option of the Building Official. Reason: Current requirement is too comprehensive as a mandatory code requirement. More flexibility is suggested by this proposed code change. 306 (a)-77.1 —C.K.C.Mo. t UtC, � 1102.77.2—J.G.D.—[F.L. Sub.] Sec. 1102, page 80. Add a new subsection to read as follows: (c) Tenant Separations. When a building or a portion of a building used as a wholesale or retail store is occupied by dif- ferent tenants, such tenant spaces shall be separated from each other by a minimum of a one -hour fire -resistive separation ex- tending from the surface of the floor to the underside of the floor or roof above. EXCEPTIONS: 1. In buildings protected by an approved automatic sprinkler system. 2. In buildings of Type I and II-F.R. construction. Reason: The fire records telling of fires starting in one tenant space and spreading to other spaces due to lack of any fire -resistive separation be- tween them are indicative of the need. The Exception takes care of the super discount stores, where various small areas within the store are oc- cupied by independent merchants, since they would be sprinklered. Sec. 306 (a), page 37. Change to read as follows: (a) Use or Occupancy. No building or structure of Groups A, E, I, H, B or R Occupancy, shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made until the Building Of- ficial has'issued a Certificate of Occupancy therefor as provided herein. Reason: With the trend in many cities toward requiring occupancy per- mits in older residences when there is a change in ownership or tenant, it becomes imperative that a Certificate of Occupancy be issued for new single-family dwellings. 403.77.1—J.G.D.—[F.L. Sub.] Sec. 403, page 44. Change the definition of "STAGE" to read as follows: STAGE is a partially enclosed portion of an assembly building which is designed or used for the presentation of plays, demonstrations, or other entertainment wherein scenery, drops, or other effects may be installed or used. Reason: The specification for 5 feet between the top of the proscenium opening and the ceiling is obsolete. If a place of assemblage is provided with an area from which entertainment is given and that area has stage equipment, scenery, lighting, etc., it should be protected as is required of a stage. Too many designers, are developing theater stages but cutting off the height to 4 feet 11 inches and then "fly" the scenery horizontally so that they do not have to provide the built-in stage protection. 5.77.1—R.B.W. Secs. 503 through 506, pages 47 through 52. Change the order of the above sections so that in terms of their current order the sequence is: Section 505—Allowable Floor Area to be new Section 503. Section 504—Location on Property remain as Section 504. Section 506—Allowable Area Increase to be new Section 505. Section 503—Mixed Occupancies to be new Section 506. Reason: It is illogical and confusing to all but the most hardened building code user to discuss mixed occupancies prior to the introduction of allowable areas, location on property, and allowable area increases. 508.77.2—J.G.D.—[F.L. Sub.] Sec. 508, page 53. Change to read as follows: Sec. 508. An approved supervised automatic sprinkler system may be accepted as the equivalent to one -hour fire resistance, provided such system is not otherwise required. EXCEPTION: (Remains without change.) Reason: At present the Code permits only the sprinkler system, which is not required to be supervised, to substitute for one -hour construction when one -hour fire -resistive construction is required throughout. It seems reasonable that a supervised sprinkler system should be considered to be e equiva ent to one -hour fire -resistive construction generally. 1102 (a)•77.1—A.I.S.1.—[F.L. Sub.] Sec. 1102 (a), page 80. Add a new paragraph to read as follows: Other provisions of this Code nothwithstanding, a Group B, Division 2, or Group R, Division 1 Occupancy located in the lower stories of a building housing a Group B, Division 3 open parking garage may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, when all of the following condi- tions are met: I. The Group B, Division 2 or Group R, Division 1 Occupancy is not less than Type II Fire -resistive Construc- tion, but in no case of a lesser type of construction than that housing the Group B, Division 3 Occupancy. 2. There is at least a Two-hour Occupancy Separation between the Group B, Division 3 Occupancy and all por- tions of the Group B, Division 2, or Group R, Division 1 Occupancy. 3. The maximum building height in feet does not exceed the limits set forth in Table No. 5-13 for the least type of con- struction involved, nor 75 feet. Reason: The need to put shops, offices or residential occupancies in the lower levels of an open-air parking structure is presently not treated in the Code. Numerous examples of this type of construction have been presented. The exposure hazards from open-air parking structures have been documented by surveys and tests to be minimum and do not present a significant hazard to the occupancies below. Conversely, the hazard to the open-air parking structure of noncombustible construction from the occupancies and construction below clearly represents. no more of a hazard than those exposures to combustible construction from enclosed garages now permitt d by,S,0�tion-1102 (a)ri 1413.77.1—J.G.D.—[F.L. Sub.] Sec. 1413, page 94. Add a new paragraph to read as follows: A smoke detector shall be installed in the basement of every dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Reason: The Indiana Dunes tests and NFPA investigations have well established the need for an additional detector in multilevel dwellings. Previously, concern has been expressed as to the audibility of a detector located in the basement. Up to about six detectors can now be intercon- nected to sound an alarm in an area remote from the fire -initiating area or the detector can be connected to a remote horn, bell or other sounding device. 15-77.1—C.K.C.Mo. Chapter 15, page 95. Add a new section to read as follows: Fences Sec. 1507. (a) Obstructing View. No person shall erect or main- tain any fence or structure for the purpose of injuring the proper- ty of another by obstructing the view, shutting out sunshine, hindering ventilation or causing inconvenience in any manner. ENVIRONMENTAL CHECKLIST WAC 197-10-365 EN VIRON.'4ENTAL CHECKLIST. (1) The form in subsection (2) hereof is the environmental checklist. Agencies may be their option revise the format of this form; however, the language of the questions shall not be changed. The questions appearing in the environmental checklist are ex- clusive, and considerations which do not appear in it or in 14AC 197-10-360 shall riot be used in making a threshold determination. This checklist does. not supersede or void application forms required under any other federal or state statute or local ordinance, but rather is supplementary thereto. (2) Environmental checklist form: Introduction: The State Environmental Policy Act of 1971, Chapter 43.21C, RC'd, requires all state and local governmental agencies to consider environmental values both for their o�,in actions and when licensing private proposals. The Act also requires that an EIS be prepared for all major actions significantly affecting the quality of the environment. The purpose of this checklist 'is to help the agencies involved determine whether or not a proposal is such a major action. Please answer the following questions as completely as you can with the infor- mation presently available to you. !there explanations of your answers are re- quired, or where you believe an explanation would be helpful -to government decision makers, include your explanation in the space provided, or use addi- tional pages if necessary. You should include references to any reports or studies of which you are aware and ,-ihich are relevant to the answers you pro- vide. Complete answers to t.lese questions now !.sill help all agencies involved with your proposal to undertake the required environmental review without unnecessary delay. The follo�,ging questions apply to your total proposal, not ,just to the license for which you are currently applying or the proposal for which approval is sought. Your answers should include the impacts which will be caused by your proposal when it is completed, even though completion may not occur until sometime in the future. This will allow all of the agencies which will be involved to complete their environmental revievi now, without duplicating paperwork in the future. NOTE: This is a standard form being used by all state and local agencies in the State of !Jashington for various types of proposals. Many of the questions may not apply to your proposal. If a question does not apply, just answer it "no" and continue on to the next question. (!Z L' , r, 1 2 3 4I6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2.7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 DATE: 3m A $25 fee will be collected by the City of Edmonds for analysis of the Environmental Checklist and the preparation of a Threshold Determination. No fee will be charged for proposals which would be categorically exempt if they were not located in an environ- mentally sensitive area. ENVIRONMENTAL CIIL'CKLIST FORM 1. BACKGROUND 1. Name of Proponent ARV6- 114 -VA/ 2. Address and Phone N wn er ol Proponent: _ 2/0 S041567 4V6. 3. llate C iecl:l.ist. Submitted—_ ,S-_3o _ 7,R 4. Agency Kequiring Checklist g0etiioty_s 5. Name of Proposal, if applicable: .��L0 6. Natu :re an(T lirTieta.ort o t to 1'r.oposa incC-T- ing but not limited to its size, general design ele- ments, and other factors that will give an accurate understanding of its, scope and nature): 7. j oc.ationo PrcyooaZ�ucscii.Ue the pfiys -co sett.in;; of the proposal., as well as the excent of clue land area affected by any environmental impacts, including any other. information needed to give an acc.urar_' Under.stand- inp, of Lhe nvlrOt1111Cnta1 setting of cbe proposal): IV, QA4CA#QS I IC Coo' 0 8. LsLitnr_tte( Date �1Or Coniplc+oioii o the 1'ro}cooed—Action: S V MM E� ; - - -- -- -- -- 9. ].i.s o a.11 1 01 11111 e . Licenses or Coovc rnMe.n- A;1)1)rova7 Required for the Proposal (federal, state and local-- includi_n,; rezones) : Gi T_� _, F__L 6 n RM/T- -31- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53j 5455 561 57 58 59 60 61 62 63 64 65 66 10. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain: luy 11. Uo you 1-cno:,, of any p -3ns by other- s wt is i may at ect the property covered by your proposal? If yes, explain: Ala 12. ot.tacr an-- y otTcr appTica�ion form that has been com- pleted regarding the proposal; if none has been com- pleted, but is expected to be filed at some future date, describe the nature of such application form: /None II. ENVIRO?I1,1EirrAL IMPACTS (Exp)anations of all "yes" and "maybe" answers are required) Yes Maybe No (1) 1artIi. Will the proposal result in: (a) Unstable earth conditions or in changes in geologic substructures? (b) Disruptions, displacements, com- paction or overcovering of the soil? (c) Change in topography or ground surface relief features? (d) The destruction, covering or modification of' any unique geologic or physical features? (e) Any increase in wind or water erosion of soils, either on or off the site? (f) Changes in deposition or ero- sion of beach scrods, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocecut or any bay, inlet or lake? L'xpl_ination:.6� kot 4o be e-,,,ve (2) Air. Will the proposal result in: (a) Air emissions or deterioration of ambient air quality? ✓ — (b) The creation of objectionable odors? (c) Alteration of air movement, moisture or temperature, or any change in c'imate, either locally or regionally? Explanation: -32- s I 1' 2; 3 ., 4; 61 7� 8 9! 10' 11i 12i 13i 14 151 16 I 17' 18 19 1 20 21 22 23 24 25 26, 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Yes Maybe No (3) Water. Will the proposal result in: (a) Changes in currents, or the course or direction of water move- ments, in either marine or fresh waters? (b) Changes in absorption rates, drainage patterns, or the rate and amount of surface water runoff? ✓ (c) Alterations to the course or flow of flood %vatcrs? (d) Change in the amount of sur- face water in any water body? (e) Discharge into surface waters, or in any alteration -of surface water quality, including but not limited to temperature, dissolved ✓ oxygen or turbidity? (f) Alteration of the direction or rate of flow of ground waters? (g) Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or excavations? >/ (h) Deterioration in ground water quality, either through direct in- jection, or through the seepage of leachate, phosphates, detergents, waterborne virus or bacteria, or other substances into the ground waters? (i) Reduct.ion in the amount of water otherwise available for public water supplies? Explanation: 1w,,e isle✓ease /.v S-4-le uw4.f�r ever exal 4, qtz naf'rnlivLC-- o Seeg "I? -leaf !n aee'q . (4) Flora. Will the proposal result in: (a) Change in the diversity of species, or numbers of nny species of flora (including trees, shrubs, grass, crops , mi.crof lora and aquatic plants)? (b) Reduction of the numbers of any unique, rare or endangered species of: flora? -33- i Yes maybe No 1 (c) Introduction of new species 2I of flora into an area, or in a 31 barrier Lo the normal replenish- 4 ment of existing species? ✓ 5I --- — — 6 (d) Reduction in acreage of any 7 agricultural crop? 8 — — 9 ]explanation: ' 10 11 1.2 (5) Fauna. Will the proposal result in: 13 1.4 (a) Changes in Lhe diversity of 15 species, or numbers of any species 1.6 of fauna (birds, land animals 17 i.ncludi_iq; reptiles, fish and shell- 18 fish, benthic organisms, insects or 19 micr.ofauna)? 20 — 21 (b) Reduction of the numbers of 22 any uni.quc, rare or endangered 23 species of fauna? 24 — — — 25 (c) Introduction of new species 26 of fauna inro.an area, or result 27 in a barrier to the migration or 28 movement of fauna? 29 — — — 30 (d) Deterioration to existing 31 fish or wildlife habitat? � 32 — — — 33 ExplanaLion: 34 - 35 36 (6) Noise. l•1ill the proposal increase 37 existing noise levels? ✓ 38 — -- 39 I Explanation: Ancreitye_ in i7ctse /— 1W V /! Aura 40 _ 41. - 42 (7) Lil;hc and Glare. Will the pro- 43 Posal prujuce new light or 44 glare? 45 — — — 46 Explanation: A47 o !1/4►'e �utyctrk/.�G �crea 49 (8) Land Use. Will the proposal _T;_t 50 i= C in the alteration of the 51 present or planned land use of an 52 area? 53 — — — 54 L•'xp land t Ion : 55 - ----- - -34- 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Yes No (9) Natural Rcyources. Will the pro - posy r%su-n in: (a) Increase in the rate of use of any natural resources? ✓ (b) Depletion of any nonrenewable natural resource? Explanation: (10) lusk of U�et_. Does the proposal involve a risk of an explosion or the release of hazardous substances (including, but not limited to, Oil, pesticides, chemicals or radiation) in the event of an acci- dent or upset conditions? r/ Explanation: (11) Population. Will the proposal A ter flue location, distribution, density, or growth rate of the human population of an area? ✓ Explanation: _ (12) Housing. Will the proposal affect existing housing availability or create a demand for additional housing? ✓ Explanation: — — (13) Transpor.tati.on/Myculat:ion. Will the p1 roposal resultin : (a) Generation of additional vehicular movement? (b) Effects on existing; parking facilities, or demand for new parking? (c) Impact upon existing trans- portation systems? (d) Alterations to present patterns Of circulation or move- menL of people and/or goods? (e) AlteraLions to Vaterborne, rail or air traffic? -35- 1 2 3 4. 5 6 8 9 10 11 12 13 14 1.5 16 17 18 1219 20 22 23 24 25 26 21 2.8 29 30 31 32 33 .34 35 36 37 38 39 40 [,1 i 42 43 411 I 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Yes Maybe NO (f) Increase in traffic hazards to motor vehicles, bicyclists or pedestrians? Lxplanation4)Je : (14) Puhiic Services. Will the pro- posal —have ..ui effect upon, or re:;ult in a need for new govcrn- mental services it, any of the following areas: (a) Fire protection? _ (b) Police protection? (c) Schools? (d) Parks or other recreational facilities?— (e) Maintenance of'public facili- ties, including roads?— (f) Other governmental services? Lxplanation: _ (15) I:nc�Y. Will the proposal result in: (a) Use of substantial amounts of fuel or energy? (b) Demand upon existing sources of energy, or require the develop- ment of new sources of energy? _�l—,� _ Explanation: Faci Gal// 6e 'ZI��'�G (16) Utili.Lies Will the proposal result in a need for new zystems, or alterations to the followinf; utilities: (a) Power or natural gas? (b) Communications systems? (c) Water? (d) Sewer or septic tanks? (e)_. Storm water drainage? (f) solid waste and disposal? l:xpl.anation: IN -36- . 1 . 2 3 41 5 6I 7 8 9 10 III IT 13� 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 Pitl>e"'_ (17) llumnn Ile r Will the proposal result ii creation of any health hazard or potential health hazard (excluding mental Health)? Explanation: (18) Aest:hetics• will the proposal result in the obstruction of any scenic vista Or view open to the Public, or will the proposal re- sult in the creation of an aesthetically offensive site open to public view? Explanation: (19) Recreation. Will the proposal resulC in ,<in impact upon the quality or quantity of existing recreational opportunities? Explanation: (20) Archeolo)ical./Ilisturi_cal.. Will the proposal resuE .n an alteration of a significant archeological or his- torical site, structure, object or building;? ✓. Explanation: III. SIGNATURE . I, the undersigned, state that to the best of my knowledge the above information is true and comlete. that the lead agency may withdraw anypdeclarait isounderstood n de stood ficance that it might issue in reliance upon this checklistg'iii- should there be any misrepresentation or lack of full disclosure on my part. Proponent:- , WAC 197-1.0-370 WITHDRAWAL OF AFFIRMATIVE THRESHOLD Dt-TE:RP tPh1110N. IT --AL any time after the entry of a declara- tion of significance, the proponent modifies the proposal SO Bat, in the judgment of the lead agency, all significant adverse environmental impacts resulting therefrom are elimin- ated, the declaration of significance shall be withdrawn and a declaration of lead entered instead. The leaagency shall. also rev i_ se the registers at its SEPA public information center accor.di.ngl' if the 1>r0_ ponent of a proposal is a private applicant, the proposal. shall not be considered modified until'all license at,pli.ca- tions for the proposal are levi.sed to reflect the modification. -37- PROJECT NAME 2 Z tin,-F DATE SUBMITTED s— 34— %A___ ENVIRONMENTAL ASSESSMENT In order to meet the requirements of the State Environmental Policy Act of 1971, the responsible official must make a declaration of environmental impact as early as possible in the process of evaluating a project. The information in this form viill be used to determine whether it will be necess- ary to require an environmental impact statement. If an impact statement is not required, a Statement of Negative Declaration will be placed in the file. If an impact statement is required, a draft statement must be filed with this office, public notice given and a review period of 30 days allowed. The final statement and comments must be filed with the Department of Ecology, Office of the Governor and tie Ecological Commission. The Edmonds Planning Staff will assist you in any way we can in accumulating this information and we would appreciate .your cooperation. I. Land: Area in acres /(a Soils type gakh/ I-00-kiq Limitations /,Joh e_ Description of topography (% slope) _ 0 Grading: estimated cubic yds. Q NOTE: If grading or'fi11ing ���i�l ' exceed 500 cubic yards Filling: estimated cubic yds. O a grading and filling plan must be submitted with the 2. Water: application. Stream - estimated flow (cubic feet per second) A"o;,)e, Will stream be altered? To what degree? Impact on storm draii,age (increase in run-off) Estimated area to be paved roo�e�f �O Estimated area in open space O % Shorelines: within 200 ft. of Mean Hi g;ier High Water hone_ Adjacent to shorelines zone Afo Environmental Assessment, page 2 3. Vegetation: Type of trees % to be removed. Minimum diameter of trees to remain — Ground cover eu.,«. Qi,ars l4o % to be removed Proposed landscaping, if anyJ%�rrPif�t,,,Q _ 4. Existinq Land Use within 300 ft. radius of proposed development: Vacant Single Family Multi - Family Comm. Other North South East West 5. Circulation: Estimated increase in auto trips daily p Estimated demand for public transportation Q Degree of change on adjacent streets 4/19t2.� 6. Area of imoact: neighborhood _ city-wide regional v 7. Effect on air quality: 6cAac-Sf 8. Changes in noise generation: Meta -6v- &"loo"v6,le- s- ' T�=R �. L January 7, 1977 Preliminary Plan Check Project: 21 Unit, Motel 115-2nd Avenue North Owner: H. Harrison Fire Zone: 2, BC Zone Height: 4 Stories Occupancy: H & F-I garage Preliminary review indicates the following: 1) Since the structure is four .(4) stories in height and.V-I Hour construction -is limited to three (3) stories (table 5-D),.the group F-I occupancy in the first story must be type I construction, with.a. three hour occupancy separation between the F-I and-H.occupancies (UBC 1102). The H portion of the building must be One -Hour construction(1302). Occupancy separation per section 503 UBC. 2) Type I construction requirements will require. that the north and south walls be four (4). hour, columns three (3) hour, and the floor -ceiling. assembly and stair, enclosures three(3) hour. 3) Standpipe installation shall be per UBC 3804 and UFC 13.311. Water department vault requirements are attached. 4) .The ladder shown is an acceptable access to the roof from the fourth floor. 5) Corridor doors arerequired to be 20-minute rated..(1304) 6) Stair enclosure doors and jambs are required to be one (1) hour U/L labelled. 7) An approved fire'alarm system.as specified in UFC 13.307 is required (1302). 8) Wall and floor -ceiling assemblies separating units will be.required to meet requirements of chapter 35 (UBC appendix).relat.ing to sound' transmission control. 9) Two'(2) units in the building will be required to comply with State Building Code requirements for access by the handicapped. `We can supply the required design data. 10) Lobby glazing should be wired glass on the north side. 11) Exit arrangements shown will be satisfactory if the entire garage area is equipped with an automatic fire -extinguishing system per chapter 38 UBC. Page #2 Preliminary Plan Check Harrison 21 Unit Motel 12) Provide emergency exit windows per UBC 1304. 13) The UBC permits plastic skylights of material with a flame spread rating of 225 or•less and installed -per section 5205, which:requires.the plactic to be.mounted at least four (4) inches above the plane of the roof: 14) Building Area 1st Floor 3,960 square feet 2nd Floor 3,960 square feet . 3rd Floor 3,960 square feet. 4th Floor .3,960 square feet Total Area Type V-I Hour 11,880 square feet Permitted Area 15,800 square feet (Table,5-.C) CITY OF EDMONDS BUILDING DEPARTMENT Apartment & Commercial Plan Review Checklist PROJECT DATE RECEIVED ADDRESS it 5- OWNER mm PRELIMINARY 6 FINAL PLAN ARCHITECT WK�PHONE USE CODE j FIRE -ZONE OCCUPANCY (501) NO. STORIES TYPE OF CONSTRUCTION OCCUPANT LOAD 4 �3J S e-5 -T-// E 1. AREAS & VALUATION BASE14ENT 060E SQ . FT. @ � G.---- SQ , FT . _ $ 1st FLOOR 5Q SQ,FT.@ 10.930 SQ.FT.= $ 4 2nd FLOOR 59LO SQ . FT. @ � 4p � � SQ.FT.= $ (L Ad 6 . 3rd FLOOR 9J �v� SQ.FT.@ SQ.FT.= $ 3q (ebb , �✓ �41�L SQ.FT.@ ® 0 SQ.FT.= $ 31 (660, TOTAL: $ PERMIT FEE $ 411 PLAN CHECK FEE $ 2. PLUMBING NO. FIXTURES DISTANCE TO METER too 1 BUILDING SUPPLY SIZE ` klZ MATERIAL FIXTURE UNITS Ij METER SIZE I'h, PERMIT FEE $ (77 asd _I- t;amonas Bulicring Department .Apartment & Commercial Flan Review Checklist • 3. MECHANICAL HEATING SYSTEM OTHER APPLICANCES PERMIT FEE $ REMARKS 4. BASIC ALLOWABLE AREA (Table 5-c) ROO (All floors) (505b) '799Q)( a, _ �5•+� m SEPARATION ON arl_�, SIDES NEAREST DISTANCE (506) % ALLOWABLE INCREASE (506) / TOTAL ALLOWABLE AREA (all floors) Sq. Ft. V/ .AREA SEPARATIONS (505d) 00T OCCUPANCY SEPARATIONS (503)(.1102) (Z-Ve `WEEO �"��• 5. EXIT FACILITIES (Chapter 33) NO. REQUIRED EXITS (3302a) -WIDTH (3302b) ARRANGEMENT & DISTANCE (3302c,d) EXIT DOORS (3303) CORRIDORS (3304) GGGR.R.(1�a— �S Tb GoE'ST I o ZO r ** STAIRWAYS & RAMPS (3305,3306) �1 - S 1zi g- TO 66 3 1 t;� C 3oS EXIT ENCLOSURES (3308) ,2• V��s EXIT SIGNS.(3312) o [Z-- u.6c, ILLUMINATION U G OTHER (EXIT COURTS) 6. LIGHT, VENTILATION & SANITATION (Chap.6,7,9,10,11,12,13,14) WINDOW SIZE SANITATION UPC YARDS & COURTS CEILING HEIGHT �p,� OTHERy ewr 'fO tu<: xo S ��s� C_ ros 7. FIRE ZONE RESTRICTIONS (Chapter 16) ROOF COVERING (1603) (4307) 10vo ", 1) L.0 IILv 11 U. "U.L.LU LLIL; UCPdL LWCLIL 4partment & Commercial Plan Rtview Checklist • 8. REQUIREMENTS BASED ON TYPE OF CONSTRUCTION (Chan.17) i/ ELEVATORS (1706) WEATHER PROTECTION (1707) PARAPETS (1709) N PROJECTIONS (1710) TOILET FACILITIES (1711) GUARDRAILS (1716) BLDG. CLASSIFICATIONS(1701) OTHER 9. SPECIAL REQUIREMENTS T PP.OVISION FOR ACCESS BY HANDICAPPED I/n. SOUND TRANSMISSION CONTROL (Chan. 35 Appendix) THERMAL INSULATION (H.B. 98) i j17 APPUCA 9 TO STAIR CONSTRUCTION ROOFS 10. GENERAL DESIGN REQUIREMENTS (Chap. 23) LOADS (2302) DEFLECTION (2307) ANCHORAGE 14ALLS & STRUCTURAL FRA11ING SPECIAL LOADS (Table 23-0 ENGINEERING CALC'S ENGINEERING DESIGN 11. MASONRY (Chap. 24) REINFORCEMENT MORTAR LINTELS GROUTING 12. WOOD (Chap. 25) STRESSES IDENTIFICATION BEAM DESIGN COLUMNS UPLIFT LATERAL SUPPORT CONNECTIONS 4/77 asd -3- Apartment & Commercial Plan Raview Checklist as DIAPHRAGMS CRAWL SPACE(2517) PLATES, SILLS POSTS FOUNDATION VENTILATION EXTERIOR WALL COVERINGS GIRDERS JOISTS WALL FRAMING BRACING ROOF FRAMING NAILING 13. CONCRETE MIX STRENGTH REINFORCEMENT ADMIXTURES TESTS SPECIAL INSPECTION COVER DESIGN CALC`S 14. STEEL & IRON (Chap. SPECS CONNECTIONS SPECIAL INSPECTION COLUMN BASES WELDER QUALIFICATIONS 15. EXCAVATIONS, FOUNDATIONS AND RETAINING WALLS (Chap.29) SOILS REPORTS TESTS SOIL PRESSURE FOOTINGS WALLS PLATES AND SILLS OTHERS -4- Edmonds Building Department apartment & Commercial �. Plan Review Checklist 16. ROOFS ROOF COVERING NAILING SHEATHING -�--� V/ ATTIC ACCESS WZ 0.1j^=q-- VENTILATION V AREA SEPARATIONS DRAINS SCUPPERS SOFFITS 17. FIRE EXTINGUISHING SYSTEMS (Chap.38) SPRINKLERS STANDPIPES MISCELLANEOUS a) INTERIOR WALL & CEILING FINISH (Chap. 42) b) FIRE -RESISTIVE STANDARDS (Chap. 43) b. 1 PROTECTION OF STRUCTURAL MEEMBERS b. 2 CEILINGS b. 3 WALLS & PARTITIONS b. 4 FLOOR -CEILINGS b. 5 OPENINGS b. 6 DAMPERS c) MARQUES, AWNINGS (Chap.45) d) GYPSUM WALLBOARD e) PLASTICS (Chap.47) f) GLASS & GLAZING (Chap.53,State Code) g) SOUND TRANSMISSION CONTROL 1 2M SYs�t REZZ u3ia� ��3nZ) uFc 13.W7) -5- /77 moa �- - — - _ -- - - - Mi I ` o 1� Y p •t —I CITY OF EDMONDSS ENGINEERING DEPT. Examined by _IQ �+^a 1 �n Date 5— 29 - 80 _ Rcmjrks plot h ff dS Named chin S 3 1 r r • i• ,iv � r Qnl�l46-r �m ,ram J s +f y \ t tf44 Afj AC PQD ` 7 ` fY ;. •_' po kb.—"4 q Manufacture & install one (1) new set of halo illuminated channel letters and logo on wireway backer. Letters/Logo: - 3" deep aluminum construction. Paint to match 142 MP 104455 Forest Green and 92 Mpl4748 Tucuman Parrot Green -1 Y2 " off wireway backer -White led illumination — (D -Waist wireway to match PMS 7501 cream. Q CO -%ttR1vfiush to building fascia as required �QQ� Q CO m E o C C N Co a Q) Q) Q) CD m E CO .L Q Q) E E o ca t • _ - 0 oo o ,� o z Front Elevation 3/32" =1' . T City of Edmonds Bsno w7dio$1epaTtme°t B'-10" Scale�.1•/2•-��- -� -A1-2) ao/ y Qnoo •p a ,tsWR9 q 0•go o- b �* j C9. o � .6 m -S! IT Q o m mac? C12��� Co m c� CM. .0WoCOCDIm,mi CD CD 3"I G '� w 0 5" 1 1 /2" c 5; " EL CD P CD r� HALO CHANNEL LETTERS ON WIREWAY-ATTACHMENT .063" Aluminum . Letter LED Ilium! LED Transformer in Aluminum --- Raceway RFsV APR B 22 2014 Fasteners into structural members (min 4) Fascia To power Flex/sealtite conduit pass thru wall Grounding lug/wire On/off toggle ®STUCCO / �' x 3. LAG BOLTS ❑'A x 3 TA C CONCRETE /OTH-� ER: Y� ❑�Ex'p'an--sion/Toggla rslThls sign Intended to be Installed In accordance with the requirements of ILTLJ Article 600 of the National Electrical Code and /or other applicable local codes. STREET FILE DRAWING ID JOB NAME ABSOLUTE MORTGAGE EDMONDS 21147 CUSTOMER SALES Danielle Marston START DATE 12.05.13 SCALE PAGE/S 21147 LOCATION 115 2ND AVENUE NORTH EDMONDS, WA APPROVAL X DATE DESIGNER M L.ee PRODUCTION R4 04.17.14 1 /2"=1' 1 of 3 PLUMB SIGNS, INC.909 S 28TH ST TACOMA, WA TEL 253 473-3323 FAX 253 472-3107 PLUMBSIGNS.COM © COPYRIGHT 2013 PLUMB SIGNS, INC: ALL RIGHTS RESERVED, NO PART OFTHIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM PLUMB SIGNS, INC. j z � � fr ,� #tF�, cu rs p; �� fP�orr�vr� Fizasetxrr afl�iGN ar✓ t�t��c:+�ruG .,..; � � �� � ; y r`" r! l q Al \CURi3 ti. V4.NVN li1�r, i Dir. Of PuIlk y '.j L-jE�c At r965CRI0.! t Y/ l �A7- 'G 121E-P; /A/r—o �. � r `� s J� . � 2 tC� 50,or-7- Ave; Como ao$ 776, - 4-748 1 �z l Al, i a 1 1 to uj r---, eo o=- C,,► 1• j�1Ai�ftgnlgNG� OF 'pRAinSgteE S.��t�ti► oN P�.�JI4� PRvF�� �� Sy ew" ocoloces• Y27't� i molyos 1980 711 _ / f ���� "� � ��� �.:�-a �� Lim,Yr,v� � i 6 ti) t ,v f t �ti r � ; uv,3 b `yyA S,N 1S 4 ,�.�»v'� `�'r t!. '"x .>rr .� r>5 i},33 ; 4>✓tfl. '+'Y,� off}_. Vvc vnoa • .��.�;`}; A H5.an :. a�:Y,s3' it �> '-.f - ' �. �+�y� �'•' �: .. ,,,.. F A 4 A 4 W , t � 5 , • r• 4.u. t r �$r �w i>. axyr F } v„F ) Y:. c. WAS PIP 44 t ,mmms r ; r �~w r r>. TVA v i� 7� t : , .: i ps n v, r , x R,. �t f a i 7 ) fi L _ 31 A 1,1 { >f i *V 'S �r S= t t9 I i x .D l T l' l • t RKwill! i• i' ^ --� . .. ._ � : - . „ » k,� _ - '.,::�:!,., � ' i�an.: a �... � r -: ,7-.,c7,K .� � .....35�t5� '> •� .. =:,,, n, ,�r+,�.,. +y,z-.="'a"r" .�:. 13�;r--a--,-""„— —� L;t ��.sf ., .. .. _ _ ,, �:"�' - : 7 � . ,_ .. `' s L _ "s _ - 0 e�cw f�. PLACeS J W — rwtQK N7ULLN GR co ,/ 1 bN bt%EST rtDE �, p i % v W I -- Pt�OVNIA �t�s�rtrr 2 �iGN r� 1 ue� r rvG► co, i cuk.r3 • ait RECEIVED 2 MAR 141980 FEB 29'80 Dir. Of Pubiic Works CITY OF EDMONDS PLANNING DEPT.' l it s r A4 L r6 aAl r4E pT+C>,�Ji r' N It 2" AvE. Al, ef��tavos Wa. -- PLAT or- �0Mp0S -- -- - --- -= -- rP�,AAI py OwNr—+4 14, P...14ARRI $00%j- 54eFr 210 St ww Ave, C0Mauos V3o )'60 .� 77�•- 4?48 / r°y f SNAlcT 6 —o- 39-O � Tp C-P,NG 344 i �oa�C - - _ F, , 2 5 -- - 1 -_-.......... - _ I, FIVED .. 'ITY OF �DMONp , �1Jt��ra1�E��HT 141980 .MAR NW Copuc—R 34— 4 Works � Al 3 3- (o Ft S t c.T ens r` SE CORuEF; ��{-- ID Sw Co�w►c:R 3!�— 4 �G�1 �tG lUltbD>rWC- VEQAG -!Df l/S- Z"-d Aug /�. F-omo"�S WN. r �{. N. NARR r Sold l Zlo $uNSET Av6• /0 fS 7-7 74,8 Kapp L E V. eUILD106 4C-16147- N W 34-4- N G CORJsq 33-10 COP'NeR 34 - to 5 W CoRi4c-R 36-4- AV6)ZA a 6 4 Ft— 25- , _ I I F_ Top e'. 6cri& 34 ----- ==Maw im J-7 DECEIVED.. 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S 4/Groer Acre 1tn)j{�t''J, VS 7at.x7 2zo 1 57 ,,tt //r��[ q ,�y�'" +� ) j j (� ) ,ram {� � % � / `�(� �y /y j /j ST «,7 f s7 i s w?� jto 1l, tt. i?�f 3> i�' V� il' 6�e„!,A ! J)(0. J 1)&. 16) .. /l 1 + > = !! 111 2t-1 4 SK�. r �.. . � �' .... 60 No lr2 Y-1 a el . Cd 127 (o. 12Z'iv n 573a a' 4-. �n Trr t,r_l In RECEIVED MAY 15'80 CITY OF EDMONDS PLANNING DEPT, I r l F \ 4 a�T EL 'V At . t ,'?NGR 3¢- 6 Ale .34 - o 56 Ga2nrc-R 3 5- o SW, 35- 10 vEk.4qE 34-to or ,L-7 V -Ft4"Z