Loading...
93-101672CITY OF FEDERAL WAY BUILDING PERMIT 33530 First Way South BUILDING INSPECTION - 661-4140 Federal Way, WA 98003 661-4000 SITE ADDRESS: 29401 PACIFIC HWY S PARCEL NO.: 304020-0015 PROJECT DESCRIPTION: TI — EMERGENCY SETTLEMENT CONTROL REPAIR OWNER CONTRACTOR LENDER VILLA DEL MAR G & M INVESTMENTS 29401 PACIFIC HWY S BLD#D 510 RAINIER AVE S FEDERAL WAY WA 98003 SEATTLE WA 98144 323-5393 GMINV**275CI BLD?:X MEC?: PLM?: FLR--EXIST--PROP--- GAS PIPING.: TYPE OF WORK:TEN USE:COM 1ST.: 0: O:Sf CENSUS CATEGORY ..... :437 2ND.: 0: O:Sf OCCUPANCY GROUP---------- 3RD.: 0: O:Sf :R1 :? :? :? OTHR: 0: O:Sf TYPE OF CONSTRUCTION----- BSMT: 0: O:Sf :5N :? :? :? DECK: 0: O:Sf OCCI.9ANT LOAD------------ GAR.: 0: O:Sf 0: 0: 0: 0: TOIL: 0: O:Sf FUEL TYPES.: COMP PLAN.........:? FANS..........: 0 GAS PIPING.: 0 ft HOOD..........: 0 FURN<100K..: 0 DUCT WORK.....: 0 GAS HWT.... : 0 WOOD STOVES...: 0 CONV BURNER: 0 FURN>100K.....: 0 BBQ......... 0 MISC........... 0 GAS DRYER..: 0 AIR HANDLING UNITS GE......: 0 —10,000 CFM: 0 AR OGS... : 0 > 10,000 CFM: 0 y3- IbJG-7a PERMIT NO.: BLD93-0736 ISSUED: 07/15/93 BY: FC DWELLING UNITS: 0 COMP PLAN.........:? FEES: STORIES........: 0 REQUIRED PARKING..: 0 SPRINKLERS?......:? PLAN CHECK DEPOSIT.* $ 105.30 HEIGHT.....: 0.00 ft HAZARD CLASS...:? FINAL PLAN CHECK...* $ 0.00 VALUATION---------- REQUIRED SETBACKS------- FIRE FLOW....: 0 gpm PLCK-FIR comml only* $ 8.10 EXIST..$: 0 FRONT.........: 0.00 ft BUILDING PERMIT....* $ 162.00 PROP ... $: 15000 SIDE..........: 0.00 ft WATER SERVICE..:? SBCC SURCHARGE.....* $ 4.50 REAR..........: O.00:ft SEWER SERVICE..:? RECEIVED.:07/06/93 IMPERV SURFACE: 0 sf SENSITIVE AREAS?.:? BOILERS/COMPRESSORS 0-3 HP....... 0 3-15 HP...... 0 15-30 HP..... 0 30-50 HP..... 0 5+ HP........ 0 FUEL TANKS --------- ABOVE GROUND: 0 UNDERGROUND.: 0 WATER CLOSETS......: 0 BATH TUBS........... 0 SHOWERS ............. 0 LAVATORIES.........: 0 SINKS ............... 0 DISH WASHERS.......: 0 ELEC WTR HEATERS...: 0 LAUN WSHR OUTLTS...: 0 URINALS........: 0 TOTAL FEES DRINKING FOUNT.: 0 SUMPS........... 0 VAC BREAKERS...: 0 DRAINS.......... 0 LAWN SPRINKLERS: 0 OTHER FIXTURES.: 0 $ 279.90 ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE. I CERTIFY THAT THE INFORMATI FURNISHHEE Y ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. 1 OWNER OR AGENT�'h� 1Y1,. DATE bld_prmt 10/23/92 J U L o 61993 WAY PLEASE r ML 7 S City of Federal Way APPLTATION FOR BUILDING ARIMIT APPLICATION #: 4e - 7 D93 0'736 SITE LOCATION Address 2g401 'PAGE (G Tenant (if known)�t i Lot # Assessor's Tax # t, pa Mol, 30Ye" - 001J— Building Owner Name � - Address 3.v4/,0 � v - 0t.7sos N'4l �Ce "A! KC 5 50 UO City I State elf A I Zip 16(4+ Phone�ga) 323- 53 3 Nature of Work G �a6 evL A IF� 1 APPLICANT Name (F,M,L) E 4g tZ 0 Address 6A -Me A5 City State Zip Contact Person Day Phone Other Phone Fax MkE tjAS-TtjQ BUILDING CONTRACTOR Company Name Ike Address ,Q Me A6 0I/ City State Zip Contact Person Phone Fax Contractor's # (card must be presented)rn_ (- \ / X ^ Expiration Date Verified ❑ Yes ElNo (Vx 2`t L M�4 A Ndme Address City cEL-TZ L� State Zip ff) ([a 4 Contact PersonPhone Fax 3or 41(j (p��l LEGAL DESCRIPTION Please Complete Reverse Side C00492 (Rey 4/93) 1 APPLICANT Name (F,M,L) E 4g tZ 0 Address 6A -Me A5 City State Zip Contact Person Day Phone Other Phone Fax MkE tjAS-TtjQ BUILDING CONTRACTOR Company Name Ike Address ,Q Me A6 0I/ City State Zip Contact Person Phone Fax Contractor's # (card must be presented)rn_ (- \ / X ^ Expiration Date Verified ❑ Yes ElNo (Vx 2`t L M�4 A Ndme Address City cEL-TZ L� State Zip ff) ([a 4 Contact PersonPhone Fax 3or 41(j (p��l LEGAL DESCRIPTION Please Complete Reverse Side C00492 (Rey 4/93) BUILDING CONTRACTOR Company Name Ike Address ,Q Me A6 0I/ City State Zip Contact Person Phone Fax Contractor's # (card must be presented)rn_ (- \ / X ^ Expiration Date Verified ❑ Yes ElNo (Vx 2`t L M�4 A Ndme Address City cEL-TZ L� State Zip ff) ([a 4 Contact PersonPhone Fax 3or 41(j (p��l LEGAL DESCRIPTION Please Complete Reverse Side C00492 (Rey 4/93) A Ndme Address City cEL-TZ L� State Zip ff) ([a 4 Contact PersonPhone Fax 3or 41(j (p��l LEGAL DESCRIPTION Please Complete Reverse Side C00492 (Rey 4/93) LEGAL DESCRIPTION Please Complete Reverse Side C00492 (Rey 4/93) C RUCTURE Address 5 ( 0 Existing Use State !A) Zip Qj ) Proposed Use Zip Contact Permit includes:Lt-y%1 a0 ((,6{ Building ❑ Plumbing IW Mechanical 2 Other Type of Work: ❑ Residential 9 Commercial ❑ New ❑ Addition ❑ Remodel ❑ Garage ❑ Number of Units _ ❑ Shed ❑ ❑ Deck Other Enter 1st Floor Area Basement 5-T/tosq ft sq ft 2nd Floor 5-t(p sq ft Decks 4Q)- sq ft 3rd Floor 5-1. a sq ft Garage sq ft Existing Floor Area Proposed Total Area sq ft sq ft Water Availability �61 Sewer Availability On -Site Septic System Availability ® � Project Valuation $ j S coo Zoning Lot Size q 3 , g qq Sq Existing Bldg Valuation $ LENDER Name M, 6 (Z -C-) Address 5 ( 0 City S(-'�A�E F State !A) Zip Qj ) MECHANICAL CONTRACTOR Contractor Name Address Address City State Zip Contact Phone Fax License # Expiration Date Verified ❑ Yes ❑ No ............................................................................ . PLUMBING CONTRACTOR Contractor Name . I �L- Address City State Zip Contact Phone Fax License # Expiration Date Verified ❑ Yes ❑ No PLUMBING FIXTURE COUNT Water Closets Sinks Urinals Lawn Sprinklers Bathtubs Dish Washers Drinking Fountains Other Showers Electric Water Heaters Sumps Lavatories Washing Machine Drains Total Fixture Count MECHANICAL UNIT COUNT A Fuel Type (electric/other) Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping Range Air Handling > = 10,000 CFM 30-50 Tons Furn < 1 OOK BTUs Gas Log Unit Heater 50 + Tons Furn > 100 BTUs Fans Miscellaneous Fuel taAs Gas Hwt Hood Boilers Above Ground Conv Burner Duct Work 0-3 Tons Underground BBQ's Wood Stoves 3-15 Tons Total Unit Count DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge and further that 1 am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the City of Federal Way, but only where such claim arises out of the reliance of the City, including its officers and employees, upon the accuracy of the information supplied to the City as a part of this application. II^^� G� Owner/Agent: �Yloo!-- Date: �so'ru I CONSULTANTS, INC_ • 13256 N.E. 2(Hh St. (Northvn Way). Suite 16 Bellevue, WA 48(1(15 (206) 7475618 FAX 747ES6t Mike Mastro Jr_ 510 Rainier Avenue south Seattle, Washington 98144 �EId JUL 0 01003 ; bilt„VXG 0pP7 subject: Underpinning of Exiating Buildings Villa Del Mar Apartments Pacific Highway South rederal way, Washington Dear Mr. Mastro: May 6, 1993 JN 93151 As requested, a geotechnical engineer from our firm visited the Villa Del Mar Apartments to observe the existing conditions related to settlement of the buildings. Our visit involved only visual observation of the exterior condition of the four buildings, we did not enter any of the apartment units or conduct any subsurface ex ]orations. The purpose of this letter is to summarize our observations and to provide recommendations for underpinning the affected building areas. Site Conditions The four apartment buildings are located on a bench that has been constructed below Pacific Highway South by cutting and filling on the original slope. The parking area upslope of the buildings appears to be primarily in a cut area, with as O- to 12 -foot rockery along the eastern edge of the pavement. Smaller rockeries and a concrete wall are also located along the west edge of the pavement, upslope of the buildings. The eastern approximately one-third of the basement in each building is buried about 3 feet below the finish grade. Based on our visual observations, it appears that at least portions THERE ARE TO BE NO DEVIATIONS TO THE APPROVED DRAWINGS UNLESS OTHERWISE APPROVED BY THE FEDERAL WAY BUILDING DEPT. FILE � RiI• �, �EId JUL 0 01003 ; bilt„VXG 0pP7 subject: Underpinning of Exiating Buildings Villa Del Mar Apartments Pacific Highway South rederal way, Washington Dear Mr. Mastro: May 6, 1993 JN 93151 As requested, a geotechnical engineer from our firm visited the Villa Del Mar Apartments to observe the existing conditions related to settlement of the buildings. Our visit involved only visual observation of the exterior condition of the four buildings, we did not enter any of the apartment units or conduct any subsurface ex ]orations. The purpose of this letter is to summarize our observations and to provide recommendations for underpinning the affected building areas. Site Conditions The four apartment buildings are located on a bench that has been constructed below Pacific Highway South by cutting and filling on the original slope. The parking area upslope of the buildings appears to be primarily in a cut area, with as O- to 12 -foot rockery along the eastern edge of the pavement. Smaller rockeries and a concrete wall are also located along the west edge of the pavement, upslope of the buildings. The eastern approximately one-third of the basement in each building is buried about 3 feet below the finish grade. Based on our visual observations, it appears that at least portions THERE ARE TO BE NO DEVIATIONS TO THE APPROVED DRAWINGS UNLESS OTHERWISE APPROVED BY THE FEDERAL WAY BUILDING DEPT. FILE ` Mike Mastro Jr. • May 6, 1993 JN 93151 Page 2 of the eastern sides of the buildings may be located in a cut area. The majority of the western sides of each building appear to rest on fill. This fill ties a depth of up to epproximntely 15 feet, based on the elevation at which the vegetation changes on the steep slope below the buildings. During our visit we observed indications of foundation spt.tlement on all of the buildings. The north and south perimeter footings exhibit cracks one-eighth to one-half inch in width. These cracks appear to be caused by differential settlement between the western and eastern sides of the buildings. The most significant foundation settlement and building distress apparent from the outside is located at the southwest corner of Building D (029401). At this location, the footing has settled away from the framed exterior wall several inches. From discussion with Joe Maw, we understand that the interior walls and floor slabs have also settled and cracked to varying degrees. The middle units in Building D have experienced significant settlement damage. We did not observe any indications of tension cracks or downsets on the ground surface around the buildings that would point to overall slope movement as the cause of the foundation settlement. Additionally, no seepage or significant soil movement were observed on the slope below the buildings. The soils exposed at the ground surface, and on the fill slope below the buildings, consist of gravelly, silty sands locally referred to as Glacial Till. It is impossible to determine from our observations if the fill was placed on cut benches, or onto sloping ground. CONCLUSIONS AND RECOMMENDATIONS Based on the visual observations made during our site visit, it is our opinion that the foundation settlement has been caused by consolidation of the fill that appears to have been placed to support the western portion of the buildings. without. monitoring over a period of time, it is not possible to determine if the settlement is ongoing. Further settlement of the buildings could be caused by consolidation of the fill due to groundwater or vibrations, or by long-term downslope creep of the fill soils. Underpin, ng of the foundations will be needed to reduce the potential for additional foundation settlement. Underpinning should be completed prior to any jacking of the foundations to raise the settled portions of the buildings, Due to limited access around and inside the GEOTECti CONSULTANTS, INC. Mike Mastro Jr. JN 93151 May 6, 1993 Page 3 buildings, using driven, small -diameter pipe piles apppears to be the most feasible method for underpinning. where the depth of fill is less than about 3 to 4 feet, the footings could he underpinned by excavating the fill down to competent native soils and backfilling the excavation with lean concrete up to the bottom of the footing. The extent of the underpinning is a decision to he made primarily by the owner and structural engineer. Areas that have suffered significant structural damage should be underpinned as soon as possible. Remaining areas should be monitored for indications of ongoing settlement. Underpinning the foundations will not prevent further settlement of interior and exterior slabs. The slabs would need to be reconstructed as structural pile -supported slabs to stop the settlement. These recommendations will not prevent foundation movement if large-scale instability occurs in the fill soils. PipePi des Two -inch -diameter pipe piles driven with an 80- to 90 -pound jackhammer to a final penetration rate of 1 inch or less for 1 minute of continuous driving may be assigned an allowable_ compressive load of two (2) tons per pile. Pile caps similar to conventional footings may be used to transmit loads to the piles. Tile piles should be driven in pairs along the western perimeter footing. Welded couplers should be used to connect subsequent pipe sections on piles that need to be extended in length. Due to their small diameter, the lateral capacity of vertical pipe piles is negligible. To provide lateral support for the proposed underpinning, we recommend that one pile in each of the pairs under the west footing be driven with a batter in the some direction as the slope of the ground. The lateral capacity of a battered pile is equal to the lateral component of the allowable compressive load. The allowable vertical capacity of battered piles does not need to be reduced if GEOTECH CONSULTANTS, INC. • Mike Mastro Jr. May 6, 1993 46 0 JN 93151 Page 4 they are battered steeper than 1:5 (horizontal:vertical), Nape that this letter meets your needs. You have an Please contact We y questions, or if we can be of further service. �f cc: Joe Maw MRM/JRF/cka Respectfully submitted, GEOTECH CONSULTANTS, INC, s1y3 In Marc R. McGinnis P.E. Associate �4'" ,0/ i James R. Finley, Jr. Principal GEOTECH CONSULTANTS, INC. P. E. TOTAL P.04 CITY OF FEDERAL WAY BUILDING P 33 E:i0 First Way South BUILDING INSPECTION - 661-4140 Federal Way, WA 98003 66:4000 SITE ADDRESS: 29401 PACIFIC HWY S PARCEL NO.: 304020®0015 PROJECT DESCRIPTION: TI ® EMERGENCY SETTLEMENT CONTROL REPAIR OWNER CONTRACTOR VILLA DEL MAR G & M INVESTMENTS 29401 PACIFIC HWY S BLD#D 510 RAINIER AVE S FEDERAL WAY WA 98003 SEATTLE WA 98144 323-5393 If GMINV**275CI BLD?:X MEC?: PLM?: TYPE OF WORK:TEN USE:COM CENSUS CATEGORY ..... :437 OCCUPANCY GROUP ---------- :Rl :? :? :? TYPE OF CONSTRUCTION ----- :5N :? :? :? OCCUPANT LOAD ------------ 0: 0: 0: 0: FLR--EXIST--PROP--- 0 1ST.: 0: 0:Sf 2ND.: 0: 0:Sf 3RD.: 0: 0:Sf OTHR: 0: 0:Sf BSMT: 0: 0:Sf DECK: 0: 0:Sf GAR.: 0: 0:Sf TOTL: 0: 0:Sf FUEL TYPES.: 0 FANS........... 0 GAS PIPING.: 0 ft HOOD..........: 0 FURN<100K..: 0 DUCT WORK.....: 0 GAS HWT.... : 0 WOOD STOVES...: 0 CONV BURNER: 0 FURN>100K.....: 0 BBQ......... 0 MISC........... 0 GAS DRYER..: 0 AIR HANDLING UNITS E....... 0 —10,000 CFM: 0 _ OGS.... 0 > 10,000 CFM: 0 0 DWELLING UNITS: 0 STORIES......... 0 HEIGHT.....: 0.00 ft VALUATION ---------- EXIST..$: 0 PROP ... $: 15000 RECEIVED.:07/06/93 BOILERS/COMPRESSORS 0-3 HP....... 0 3-15 HP...... 0 15-30 HP..... 0 30-50 HP....: 0 5+ HP........ 0 FUEL TANKS --------- ABOVE GROUND: 0 UNDERGROUND.: 0 COMP PLAN.........:? REQUIRED PARKING..: 0 REQUIRED SETBACKS ------- FRONT ......... . 0.00 ft SIDE........... 0.00 ft REAR........... 0.00:ft LENDER SPRINKLERS?......:? HAZARD CLASS...:? FIRE FLOW....: 0 gpm WATER SERVICE..:? SEWER SERVICE..:? IMPERV SURFACE: 0 sf SENSITIVE AREAS?.:? WATER CLOSETS......: 0 URINALS........: 0 BATH TUBS..........: 0 DRINKING FOUNT.: 0 SHOWERS ............. 0 SUMPS........... 0 LAVATORIES.........: 0 VAC BREAKERS...: 0 SINKS ............... 0 DRAINS.......... 0 DISH WASHERS.......: 0 LAWN SPRINKLERS: 0 ELEC WTR HEATERS...: 0 OTHER FIXTURES.: 0 LAUN WSHR OUTLTS...: 0 PERMIT NO.: ELD93®0736 ISSUED: 07/15/93 BY: FC FEES: PLAN CHECK DEPOSIT.* $ 105.30 FINAL PLAN CHECK...* $ 0.00 PLCK-FIR comm only* $ 8.10 BUILDING PERMIT....* $ 162.00 SBCC SURCHARGE.....* $ 4.50 TOTAL FEES $ 279.90 ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE. CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE MET. OWNER OR AGENT DATE bld_prmt 10/23/92 SET BACKS AND FOOTINGS OX TO POUR FOUNDATION WALLS PLUMBING GROUNDWORK PLUMBING ROUGH IN WATER LINE O.K . . ...... . . .... . ........ . MECHANICAL INSPECTION O.K. TO ENCLOSE FRAMING INSULATION WALL BOARD AND FIRE WALL FINAL [1K.T0OCCUPY PSD | FD we ` v �� �� 16����U ^~ . ^