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HomeMy WebLinkAboutPermit D99-0447 - Ol Cara Apartments - Deck Posts4 , .4. " "••• t f. 01 Cara Apartments City of Tukwila `v Parcel No: 004000 -0853 Address: 3515 S 146 ST Suite No: Location: Category: AAPT Type: DEVPERM Zoning: RC Const Type: Gas /Elec.: Units: 004 Setbacks: North: Water: N/A Wetlands: Contractor License No: SERCOI *066DS OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: Signature: Print Name: .0 South: . . Sewer: N/A Slopes: N DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Streams: End Time: Fill: (206) 431 -3670 D99 -0447 ISSUED 12/29/1999 06/26/2000 Occupancy: APARTMENT HOUSE UBC: 1997 Fire Protection: NONE East: .0 West: .0 Phone: Phone: (206)000 -0000 Phone: 425- 454 -2043 Phone: 425- 454 -2043 OL CARA APARTMENTS 3515 S 146 ST, TUKWILA WA 98188 CHEN HENRY & CHEN WEI JEN 4661 138TH AVE SE, BELLEVUE WA 98006 WAYNE BOWEN - 17501 124 AV NE #E, 'BELLEVUE WA 98005 SERCO INC 700 5TH. AVE #2400, SEATTLE, WA 98104 * * * * * ** * * ** * ** * * * * * * * *** k**************************** * * ** * * * * * * ** * * * * ** * * * * * * * * * * * ** Permit Description: POST REPLACEMENT ON DECKS *****************************************************• k * * * * * ** * * * * * ** * ** * *•* * * ** * * * *** Construction Valuation: is 9,400.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized. Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer :Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * ** * *** * * * ** * *** * * ** * *** * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 * * *** k**************** * *** * * * * * ** * * * * * ** * ** * * ** * * **** wit *** *** * * * *** * * * * * * * * * * ** * * ** ** Date: _R 1= (1__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: __ J2 /a_"iA:S' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Addre s 315 -S 146. ST Per ini t No: D99-0447 Sint e i'enant Status: ISSUED type: DEVPERM Applied: 12/22/1999 Parcdl :`# 004000-0853 Issued: 12/29/1999 k•k*,k** ilk** k*• k• k**'*** kk****** k*• k*• k** k• k kk******* * * *•k * * * * *•k **** * * * * *k *k * * ernrit:'Condit'ions 1z Flo .changes wi11 be; made to the plans unless approved: by the S Engineer ; and, the Tukwila OuildingtDi,.vision 2 A.1 "'1 cons t rust i on to he done °,i n confa"rranc'e, with approved n pias',;,and requir eme'nts, :tif the: Uniform Qir Ca de (.1'997: >Edit• ion ) :as amend `�i, Uniform Mechan Code`:` (,199:7 Editia " n�,, and Washington State Energy ;Code (1997 Edition) A11 per rnit�.; inspection .re'cor�d ^;` and approved plans sha avai l ab l e� at"' the j`ob 'Site pr l or :to the start ,: of `any dun str udt i ali;; ` these ;ddcurents . are to . be `Main te d ! :and ava i 1 able ut�i i;1." final inspection :appr oval` is: granted °Vaiidi ":ter''of Permit The a`permi car :.approval of i ecif ications, arid: computati tips shall not ;strued,; to ,be :,a: pe.rn►i 4 for , or an,:°ap roval of ai� vio;l i n„ , ;cif any; of the. p:row,isions of ,the" :..bui1ding cede or other ordinance of :t; tie: juri:sdict on No l ermi t presuming: to. give } a ; euth rit y to violate or cancel .the previsions if rthis. ` 4 " co a shall be L T TY OF: TUtW Project Name/Tenant: Q A I (i? i 5 Value of Construction: ill / Site Address: City State /Zip: 3s So 1 / 6 kh S/- Tax Parcel Number: ►� rite - r► Property Owner: l i e Phone: -776- l � LI 7 Street Addr ss: Cit State/ p .i • . h 4 e SE Bellevue a F•x #: - 7 (p 6 3 Contractor: CO INC- Pone: one: 26 -Zdy Stre -t Address. Cit Sta e! ' 75& 12 „dye AP' ,- , t , c� �!� F #: I sq - 2aa9 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: aoti r5u ;A •e -eri�� Phone: X06 -zgtt - 7540 Street Addr s s: /6� City State /Z' : /300 pex Ave . A!? / S ea. 1 9 e? it) � /0 - Fax #: 2_66 - .2i I - l ie / / Contact Person: t/t)A. t�� e Ec Uti e Ai Phone: Lt z -- las4 - a0 St eet Address: St / /7,5 IZe -t"" A ve Aiir YE genevoe; fit 4 Ilk Fax : LI = 1 I Sq — 2 W 9' Descripti work to E 03 be do e: p .e Existing use: ❑ Retail ❑ Restaurant -01- Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hots 1 ❑ Office ❑ School /College /University 0 Other fel S FS Proposed use: ❑ Retail ❑ Restaurant Multi- family ❑ Warehouse ❑Hospital ❑ Church El Manufacturing ❑ Motel /Hot ❑ Office ❑ School /College /University -Other f /et Will there be a change of use? ❑ yes 7A—no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes gi no Existing fire protection features: sprinklers ❑ automatic fire alarm none ❑ other (specify) Building Square Feet: �� pl�0t❑ ) existing Area of Construction: (sq. ft.) O '' 9 rr p �� e{,iC, yes 7ra Will there be storage of flammable /combustible hazardous material in the building? CI ttrr Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU`'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERMIT.DOC 1/29/97 APPLICANT REQUEST, FOR PUBLIC WORKS.SITEi.CIVIL.PLAN REVIEW: OF THE.FOLLOWING ;' ; (Additional reviews may be determined :by the:Public Works Department) ' ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #. ❑ Sewer Main Extension ❑ Storm Drainage El Street Use ❑ Water Main Extension El Water Meter /Exempt it: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity ❑ Miscellaneous El Flood Control Zone El Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 1. 4 • he Uniform Building Code (current edition). No application shall be extended more than once. Dalation rE2 Date plication a s. tow / — 2000 ApplIcatf taken R PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: i bate: - • f Y 1 Print,,,iawq. Phone: - , .' . Fag it: • Address City /State /Zip ALL COMMERCIAUMULTI -FA LY TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MU. BE SUBMITTED WITH THE FOL ING: ..➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 4 •8tRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El El Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. El ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. C7'PGRMIT.DOC 1/29/97 �,, ! • N.{ 1? �.. . fi# * *;) 4 kAA *4•.',4:4 ar , 4. t* k _ it * 't'.:i k4 #k *h * k*4 k 't 7c* ] ; TY pi TUKW7L A: 1, i. .. 1-`I L, 1 1 ((,T�;fii71 4, 4�tk:4kh:tik :44.• kk+1t. 4...* * *• *./ * *.t * kk*: 1 . , .q+4kh:ti.:4hk:t *:.1t *{T4 ;.k 4:14...4r,ti1`k., ' 6 . Numb:er� H;.9OOi 02 .8 .tlmri'it;:lt '::.3...9,3 : /2. la i. I?dviiuent.:..( Node Clii~C11 ::T4 atnt'i tin 3ERf.,U. I.TfC' Ini t• .'WER ,' P Dirt it; 1117w `1)99 ,0 fvgt :.I?Ft1.t'C:Itit I)EVELORritifi l ,..1'El11 t FEtr. ce 1• NG Z' O04( 3'3 a ST. 'T to; a 1 ' F. Th. i'.5 1110't :a03. ».5G 1 c,. E /1 ALL.- :I'mt; 303.4'Z6 �lrt'I nc:e „. Ut7 • i,* • *it•* t"1 . 1,s1.A.,* *4s4' kit•!,A: istA• 1 ,s1;s4 *4•st *o.,. * * * ** k ** *s4 ...e*•h ** taceo�int1 C.Ud� ?: De_scriution Amount; 000/32.1v0,: GUTLOINC Y-181.2 , .. 0O0/34 : PLIa 11 ' 81` t000,P3.T' '10 ,f, tlt.l]LDXN6 .9titiCHATTGC. 4,;50 9349 12/23 9717 TOTAL 303.56, Q \,,.. Caro-- Project: �1 0 t `G C J� Nt Type o f In tion: - � Addr ss: Date call: j # • Special. instructions: Date wante•: 0 )-08-on a.m. P.m. Requester: _7GY Phone N INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit 0 PERMIT N (206)431 -3670 Corrections required prior to approval. Date: $47.00 REINSPECTIO T E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro ect: �' ' Type of Inspection: t k. 5 � Address: ```� S7 SS`- c / D cal / --W Specia instructions: Date wanted: 1-13-ep p . Requester: Phone: INSPECTION RECORD Retain a copy with permit ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i p iro vr d 1 / A04 _ Ej $47.00 ' INSPECTION EEE R' • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..r PERMIT NO. (206)431 -3670 COMMENTS: /� �f CJ (t / 1 _ (/l �-�/-e r�l q / / 1�- 1 - l y4) 49 r M.A Date called: f/ /01000 4 / A . - Date wanted: � m 101(9 )/ P.m. Requester: J Phone: a .5 / ; "J 7 Ja ,�� /ice I ♦r Pr l e r i , Type f Inspection: A J 3, / 4t 51 ., Date called: f/ /01000 Special instructions: Date wanted: � m 101(9 )/ P.m. Requester: J Phone: a .5 / ; "J 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter. Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. $47.00 REINSPECTIO ` FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No: Date: -- :a 34,51riiIV:i?i.4T3 ti Ne`r�ll5`Yi AT11:: .1 zag *CTIVITY NUMBER: D99 -0447 DATE:. 12 -23 -99 ,JECT NAME: OL CARA APARTMENTS XX ` Original Submittal ` Response to:IncompleteLetter # espouse to Correction- Letter # Revision # - After Permit Is Issue DEPARTMENTS: Bui . ing Division G (i-7141g 1_1 Public Works Complete \PRROUTE,DOC 5/99 ¶ ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) fiiR 3 ti: 7,kiSA'4�11.A a kK4'd " r ° '0 a n C Permit Coordinator Planning Division DUE DATE: 12 -28 -1999 Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route u Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE 1 -25 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: P ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP NUMBER: D99 -0447 DATE: 1.2 22 - 99 ROJECT'.NAME: OL CARA APARTMENTS Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter :# Revision #..,, After,''Permit Is Issued DEPARTMENTS: Building Division Public Works :14\ 0 1':rn fr=:i =+ ", tv.1.3r z Fire Prevention n Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -23 -1999 Complete ri Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Permit Coordinator DUE DATE 1- 20-2000 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved ri Approved with Conditions ❑ Not Approved (attach comments) C REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 DUE DATE F625-052- (10018197) I I. r-- - Mach And I)i.pla∎ I'ruiIir:dr —•-- - --i 1325.051.OIkI 0/e71 DEPARTMENT OP bABOR AND INDUSTRIES . REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. " #- *EXP. DATE CCO1 ' SERCOI *066DS''10/01/2000 EFFECTIVE DATE • '03/10/1994 SERCO INC 700 5TH AVE #2400 SEATTLE WA 98104 1 [Mach And Display Ccrliliicalc - I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SERCOI *066DS 10/01/2000: EFFECTIVE DATE 03/10/1994 SERCO INC : ` 700 5TH 'AVE #2400 • SEATTLE WA .98104 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please . Remove And Sign Identification Card Before Placing In Billfold GENERAL NOTES: I. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE PROCEEDING WITH WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES IN CONNECTION WITH THE WORK 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE J05 SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO REPAIR WORK . BARRICADES TO REMAIN IN PLACE AFTER REPAIR WORK HAS BEEN COMPLETED. 6. PROVIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE TO REMAIN. 1. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM REPAIR OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. a PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. 9. F OTECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. 10. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR WATER DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS OF WATER DAMAGE FOR INSPECTION BY ENGINEER II. CONTACT TI-415 OFFICE AT (205) 251 -1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK 12. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS P DRAIN IN FULL. 13.' ALL VENTILATION OPENINGS SHALL BE SCREENED. '. 14.'. ALL IUORCMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH '. MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS: 15. GENERAL CONTRACTOR'. SHALL GUARENTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER EXTERIOR ELEVATED DECK AT EACH FLOOR LEVEL 51.41 60.00 PROPERTY LINE TYPICAL 0 uS --s *` 1o9 z°q5 309 LILII.IIW111 IIII11111111 I II EX 1ST INGs :, STORY WOOD FRAFTED APARTMENT BUILDINGS WITI -I 24 UNITS l8 UNITS PER FLOOR) EXISTING CONCRETE WALKWAY AND CURB, TYP. r EX STING TRASH ENCLOSURE S ��Jw'1 i \ � U� �Taf rEA J111W- 1� �s Tae i ST , ; HEUH O} I,� ��:V : � 2.' TAMA • or , �iliE3i® ® *a` IWTFRNATIONAL AIRPORT �' t1 a �'' ` � � ' .,� ! ►� 7urtKtMn WORK THIS PERMIT VICINITY MAP: torN LEGAL DESCRIPTION: NW QUARTER SECTION 22, TOU.NSNIP 23, RANGE 4. LOT 6 AND 1, BLOCK 1 PLATT ADAMS HOME TRACKS. NORTH 25365 FT OF LOT 6 AND 1, LESS THE EAST 51.41 FT OF THE SOUTH 5 PT OF THE NORTH 253.55 FT OF LOT 1 LESS' TIHE NORTH 115 FT OF THE EAST 50 FT OF LOT 1. ACCESSORIS PARCEL No: 004000 -0853 BUILDING DATA: CONSTRUCTION TYPE: V -I HR OCCUPANCY GROUP: RI w • g a+ E./999/98399 l2b9 R. 1st, 2nd 4 3rd FLOOR DECK PLAN SCALE: 1/4" • I' -0" NOTE: P.T. INDICATES PRESSURE TREATED 044 87 10.0' SITE PLAN SCALE: I" • 20' -0" L J EXIST NGs 3 STORY WOOD FRAMED' APARTMENT EXISTING CARPORT (II STALLS) L 12080 EXISTING RECREATION BUILDING SOUTH 146T1 STREET EXISTING A.C. PAVING AND STALL STRIPING PROJECT NARRATIVE: PHASE I OF THIS PROJECT IS TO REPLACE DECAYED COLUMNS AND ADJOINING BEAMS AT TWO STACKS OF APARTMENTS IN THE SOUTH BUILDING. IT IS ANTICIPATED THAT SIMILAR REPAIRS WILL BE DONE IN PHASE II TO OTHER STACKS IN THIS BUILDING IN THE FUTUF£. THE PHASE II REPAIRS ARE NOT PART OF THIS PRESENT OWNER SPECIFIED SCOPE OF WORK THE STRUCTURAL REPAIR DESIGN OF THE NEW ELEMENTS CONPO1STG THE- 1551 UNIFCR/ I BUILDING CODE. ELEMENTS NOT BEING REPAIRED HAVE NOT BEEN CHECKED FOR COMPLIANCE TO EITHER CURRENT OR PAST CODES. STRUCTURAL NOTES: CODE: THE UNIFORM BUILDING CODE (WBC) 1591 EDITION. LIVE LOADS: DECKS 60 PSF FILE COPY Ilan CI ClU omissions c: authorize the violation c : ado or oldrum IYONpt of r;iproved pMtD sissisdged. I It `/ r11I 401 �npl,;pn n Tpc7c1o L/L.!7 CITY OFTU LA DEC 2 2 1999 PERMIT CENTER ALL INFOR"1ATICN ON 71416 DOCUMENT 18 THE EXCLU81vE PROPERTY OF PACIFIC ENGINEERING TEC1INOLOGGIEB, INC. © COPYRIGHT 1999 S a 51 aF 2 to Job No 9039990 A 4x10 I 4. A ''i — 4x10 EXISTING TAPERED 2, DECK JOISTS GENERAL NOTES: I. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE PROCEEDING WITH WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES IN CONNECTION WITH THE WORK 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE J05 SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO REPAIR WORK . BARRICADES TO REMAIN IN PLACE AFTER REPAIR WORK HAS BEEN COMPLETED. 6. PROVIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE TO REMAIN. 1. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM REPAIR OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. a PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. 9. F OTECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. 10. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR WATER DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS OF WATER DAMAGE FOR INSPECTION BY ENGINEER II. CONTACT TI-415 OFFICE AT (205) 251 -1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK 12. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS P DRAIN IN FULL. 13.' ALL VENTILATION OPENINGS SHALL BE SCREENED. '. 14.'. ALL IUORCMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH '. MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS: 15. GENERAL CONTRACTOR'. SHALL GUARENTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER EXTERIOR ELEVATED DECK AT EACH FLOOR LEVEL 51.41 60.00 PROPERTY LINE TYPICAL 0 uS --s *` 1o9 z°q5 309 LILII.IIW111 IIII11111111 I II EX 1ST INGs :, STORY WOOD FRAFTED APARTMENT BUILDINGS WITI -I 24 UNITS l8 UNITS PER FLOOR) EXISTING CONCRETE WALKWAY AND CURB, TYP. r EX STING TRASH ENCLOSURE S ��Jw'1 i \ � U� �Taf rEA J111W- 1� �s Tae i ST , ; HEUH O} I,� ��:V : � 2.' TAMA • or , �iliE3i® ® *a` IWTFRNATIONAL AIRPORT �' t1 a �'' ` � � ' .,� ! ►� 7urtKtMn WORK THIS PERMIT VICINITY MAP: torN LEGAL DESCRIPTION: NW QUARTER SECTION 22, TOU.NSNIP 23, RANGE 4. LOT 6 AND 1, BLOCK 1 PLATT ADAMS HOME TRACKS. NORTH 25365 FT OF LOT 6 AND 1, LESS THE EAST 51.41 FT OF THE SOUTH 5 PT OF THE NORTH 253.55 FT OF LOT 1 LESS' TIHE NORTH 115 FT OF THE EAST 50 FT OF LOT 1. ACCESSORIS PARCEL No: 004000 -0853 BUILDING DATA: CONSTRUCTION TYPE: V -I HR OCCUPANCY GROUP: RI w • g a+ E./999/98399 l2b9 R. 1st, 2nd 4 3rd FLOOR DECK PLAN SCALE: 1/4" • I' -0" NOTE: P.T. INDICATES PRESSURE TREATED 044 87 10.0' SITE PLAN SCALE: I" • 20' -0" L J EXIST NGs 3 STORY WOOD FRAMED' APARTMENT EXISTING CARPORT (II STALLS) L 12080 EXISTING RECREATION BUILDING SOUTH 146T1 STREET EXISTING A.C. PAVING AND STALL STRIPING PROJECT NARRATIVE: PHASE I OF THIS PROJECT IS TO REPLACE DECAYED COLUMNS AND ADJOINING BEAMS AT TWO STACKS OF APARTMENTS IN THE SOUTH BUILDING. IT IS ANTICIPATED THAT SIMILAR REPAIRS WILL BE DONE IN PHASE II TO OTHER STACKS IN THIS BUILDING IN THE FUTUF£. THE PHASE II REPAIRS ARE NOT PART OF THIS PRESENT OWNER SPECIFIED SCOPE OF WORK THE STRUCTURAL REPAIR DESIGN OF THE NEW ELEMENTS CONPO1STG THE- 1551 UNIFCR/ I BUILDING CODE. ELEMENTS NOT BEING REPAIRED HAVE NOT BEEN CHECKED FOR COMPLIANCE TO EITHER CURRENT OR PAST CODES. STRUCTURAL NOTES: CODE: THE UNIFORM BUILDING CODE (WBC) 1591 EDITION. LIVE LOADS: DECKS 60 PSF FILE COPY Ilan CI ClU omissions c: authorize the violation c : ado or oldrum IYONpt of r;iproved pMtD sissisdged. I It `/ r11I 401 �npl,;pn n Tpc7c1o L/L.!7 CITY OFTU LA DEC 2 2 1999 PERMIT CENTER ALL INFOR"1ATICN ON 71416 DOCUMENT 18 THE EXCLU81vE PROPERTY OF PACIFIC ENGINEERING TEC1INOLOGGIEB, INC. © COPYRIGHT 1999 S a 51 aF 2 to Job No 9039990 E: \1998 \98399 \9839952 (R14) 12 NEW SIMPSON H5 AT JOIST EACH SIDE OF COLUMN EXISTING 2 I/2" CONCRETE SLAB OVER ROOFING MEMBRANE EXISTING 2x- JOIST REPLACE DECAYED JOISTS WHERE FOUND REMOVE 4 REPLACE EXISTING CEILING 4,5 REQUIRED TO INSTALL NEW BEAM t COLUMN TEMPORARY SHORING AS REQ'D GALVANIZED IE I/4 "x8 "x1' -0' W/ (2) 5/8 "0x5" GALV. LAG BOLTS TO COL. 4 (2) 5/8 ". M.15.'5 TO EACH BEAM NOTES: I. PAINT ALL CUT ENDS OF TIMBER W/ PRESERVATIVE TREATMENT 2. REF. TO SECT. 2 ON SD -2 FOR FIRST FLOOR DECKS 3 . IMF. TO SECT. 4 ON SD -4 FOR COLUMN CONNECTION TO ROOF 4 BASE SCALE: :I" = REPLACE„DECAYED 6x10 COLUMN UI -I NEW PRESSURE TREATED x10 DOUG. FIR F COLUMN (3) 84 COMMON NAILS TOENAIliNG EACH JOIST TO NEW EAM REFER.T C ECT. 3 ON 5D -3 FOR TYt AL COLUMN FLASHING r" 8d C6MM NAILS AT 6" O.G. TOENAILED' TO NEW BEAM NEW CEDAR TRIM TO MATCH EXIST. W/ "15 BLDG. PAPER BEHIND_ RETURN PAPER 2" MIN. UNDER EXIST. ROOF MEMBRANE L 4x4x1/4x0' -8" GALV. NEAR AND FAR SIDE OF COL. W/ (2) 5/8 "0 M.35.5 THRU COLUMN AND BEAM. PROVIDE 11/16x15/16" HORIZ SLOTTED HOLE AT TOP BOLT TO BEAM NEW PRESSURE TREATED 4x10 TO STOP AT FACE OF COLUMN (OR REUSE EXIST. 4x10 BEAM IF UNDAMAGED) TYPICAL AT 2nd 4 3rd FLOOR DECKS SECTION' NOTE: REFER TO SECTION I ON SD -I FOR INFORMATION NOT SHOWN TYPICAL AT let FLOOR DECKS SECTION SCALE: I" = I' -0" ' REPLACE DECAYED 6x10 COLUMN WITH NEW PRESSURE TREATED 6x10 DOUG. FIR F COL. NEW 5/8 "0 x 8" GALV. STEEL DRIFT PIN IN PREDRILLED HOLE IN COLUMN NEW SIMPSON MSTA21 WI (8) 104 COMMON NAILS AT EACH END let FLOOR LEVEL COLUMN SPLICE L 4x4xI/4 GALV. NEAR AND FAR SIDE OF COL. EXISTING SLAB NEW SILICONE SEALANT AROUND PERIMETER EXISTING ROOFING MEMBRANE NEW SILICONE SEALANT BETWEEN EXIST. MEMBRANE AND NEW FLASHING INSERT NEW FLASHING UNDER EXISTING ROOFING SECTION SCALE:', I I/2 I' -0" EDGE OF SLAB INSTALL CONT. SILICONE SEALANT UNDER TOP EDGE OF FLASHING NEW 26 GA. METAL FLASHING WITH SEAL WELDED MITER CORNERS 64 WOOD SCREWS NEW 6x- COLUMN NEW OR EXISTING 2x4 BLOCKING AT 2' -0" MAX. EACH SIDE OF COLUMN NEW SIMPSON HS TIE AT BLKG. AT EACH SIDE OF COLUMN REFER TO SECTION I ON SD -I FOR CONNECTION. REPLACE DECAYED COLUMN W/ NEW PRESSURE TREATED DOUG -FIR F 6xI0 COLUMN NEW 30" BUILDING PAPER UNDER COLUMN REUSE EXISTING DOWEL 9 I/2" ROOF CONDITION EXISTING ROOF TRUSS. PROVIDE TEMPORARY SHORING AS REQUIRED ROOF SOFFIT NEW 4x10 PRESSURE TREATED BEAM OR REUSE EXISTING ROOF BEAM IF NOT DAMAGED. CUT OFF END OF EXISTING BEAM FLUSH WITH FACE OF COLUMN PRE -DRILL HOLE IN BOTTOM OF NEW 6x- COL. I EXISTING FOUNDATION BASE CONDITION NOTE: SECTION 14 l T W/ PRESERVATIVE SCALE: I" = I' -0" TREATMENT R S* qcewer%k Ohly GIl) qI 11,14Nll RECEIVED CITYOFTUIMA DEC 2 2 1999 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT ENT 18 THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TEC•IJOLOGIE8, MC @ COPYRIG4. T 1999 E 1 S2 CF 2 s A Job No. 98399ID0 CP 3