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14-101754s t Building - Single'Falry City of Federal Way Developnxw 33325 8th Ave S Permit #:14 -101754 -00 -SF Federal" W Ph: 0183 2 Fax (253) 835-2609 'r:m 17 Inspection Request Line: (2 63) 835-3050 Project Name: PIEKHOTIN .Project Address: 268 SW 297TH ST Parcel Number; 720531 0090 Project Description: NEW - Construction of a 3,486 square foot 2 -story single family residence with a 576 square foot covered entry and a 461 square foot attached garage.Includes plumbing & mechanical. ***4 Bedrooms; $600,000 estimated selling price.*** SPRINKLER SYSTEM REQUIRED Owner VITALLY PH KHOTIN 4528 HERON RIDGE DR NE TACOMA WA 98422 Includes: ()ccupancy Class: Construction Tune Floor Area _Applicant VTTALTY PIEKHOTIN 4528 HERON RIDGE DR NE TACOMA WA 98422 Contractor OWNER IS CONTRACTOR Census Category: 101 - New Single Family House #1 #2 R-3 :I ieV-B 0.00 Additional Permit Information #3 Lender OWNER IS LENDER #4 New/ Additional Sq. Feet -1st Floor 1285 .................... New /Additional Sq. Feet - 3rd Floor 0 New / Additional Sq. Feet - 2nd Floor.................... 1252 ..................... New / Additional S Feet B Sq. - Basement 949 Occupancy #1 - Area (Sq. Feet) .............................. 3486 .................... Occupancy #1- Construction Type ......................... Type V - B Basic Plan? .......................................................... No New / Additional S Feet - Garage Sq. e.........» 4b1 New / Additional S Feet - q• Deck .......................... 576 ............. Plumbing Work Valuation? ..................................... 10000 Mechanical to be Included? .................................... Yes Number of Stories................................................ 2 Mechanical Work Valuation?.................................. 10000 ... Plumbing to be Included? ....................................... Yes New / Additional Sq. Feet - Other .......................... 226 Will Certificate of Occupancy be Issued? ............... Yes New /Additional Sq. Feet -Total........................... O 4749 acupaney #1- use ................................................ Residence (1 or 2 Comprehensive Plan Designation .......................... SF -High-Densityfamily) Valuation: 424,743.31 Zoning Designation ................................... Residential ........... RS 7.2 w . fel Fines I Fans 5 eFireplace Inserts M } ~ 1 Gas Piping 2 Hot Water Tanks 1 Gas Pipe Outlets 5 1 as�. f.,..r�y� y. �t +Rei�i�f�vflf�ji�s yIQ , Bathtubs 3 Dishwashers Lavatories 5 Showers 1 Laundry Washer Outlets 1 Water Closetsi Sinks 2 4 Hose Bibbs 2 1) Prior to C of O, a 5 -foot wide concrete sidewalk per CONDITIONS: tandards shall be constructed property frontage, adjacent to the back of existing curb. A drivewayroach along the a also be constructed for the drivewa connection to the Ci street. 1 approach, City standards, shall I 2) A Rightof Way Permit is required for construction of the sidewalk and the City standard driveway approach. Contact ROW permit desk at 253-835-2725 for details. 3) There shall be no access to the site from the private road to the north such a I SW), This restriction proof of . easement or other agreement from the owners of that road that a applies to all vehicles, such as construction equipment, materials delivery trucks, contractor's vehicles, etc. 4) At the completion of construction, GeoResources LLC must submit a letter to the City stating that construction was in accordance with their recommendations. 5) NO FRAMING INSPECTION until sprinklers approved. PERMIT EXPIRES Tuesday, 3 October, 2017 Permit Issued on Thursday, April 6, 2017 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in ardance with anh Federal rule and regulations of the State of Washington cc the City off GJ Date: ON 4 Owner nmer or agent: City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section R110 of the International Residential Code is certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff, Tenant Name: PIEKHOTIN Permit # 14 -101754 -00 -SF Address: 268 SW 297TH ST Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: 0 Floor Area (sq. ft.) 3,486.00 Owner Name: VITALLY PIEKHOTIN Owner Address: 4528 HERON RIDGE DR NE TACOMA WA 98422 Date Building Official The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severely affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/ s rea of or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and / or occupant of the premises. THIS CARD IS-TOREMAIN ON-SITE cur ar ,, Federal WayConstruction Inspection Record INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 14101754 00 Address: 268 SW 297TH ST Project: VITALIY PIEKHOTIN FEDERAL WAY WA Scheduled inspections may be failed if this card is not on-wte. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please, schedule inspections as appropriate.' work must notbe covered until it is approved. cheek with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 SWM Precon Site Mtg (4400) 0 Initial Erosion Control (4365) Approved to backfill P Footings/Setback (4110 By Date Approved By Date To be done PRIOR to breaking ground By Date n Approved to place concrete {" By Date By Date By Date j / ® Foundation Wall (4115) ® Drainage/Downspout (4040) ® Plumbing Groundwork (4190) Approved to place concrete Approved to backfill P Approved to cover By Date By fti,3 Date )0)3)1-1 By Date By 14 Date 'T/5)J 7 By Date By Date 0 Slab/Concrete Floor (4255) ® Underfloor Framing (4285) ® Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By fti,3 Date )0)3)1-1 By Date 10 Shear Walls (4245) 0 Roof Sheathing (4220) 12 Rough Plumbing (4230)" AQpZ:ed to= siding Lam` .� Approved to install roofing Approved By Date By 6eJ Date 1 \ -1 J -7 By --- Date 36,2!§ 13 Mechanical Rough -in (4165) 14 Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test Approved By \kO--Date C By Date t — l ice- t'� I By Ptf V Date 18 Interim Erosion Control (4370) Prior to scheduling a Framing inspection; 17 Framing (4120) Approved Ekctrical, Plumbing & Mechanical Rough -in Approved to insulate By Date and Fire/Draft Stop Inspections must be signed - Z' By Date off and approved. IBC 109.3.4 By 14rj Date q 18 Insulation (4150) 18 Gypsum Wallboard Mining (4130) ® Final Erosion Control (4375) By Date Approved to install wallboard By �A% Date Approved to intall mud & tape Approved By 40 Date 7-115)&"' By Date )t- 'By Date 21 Final - Mechanical (4065) ® Final - Plumbing (4075) 23 Final - Building (4050) Approved 41 11Iaa Approved t°/? Approved By Date By Date By �A% Date r. hp qFV o6C / 13 Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date I I By Date By Date City of fedeai way . Community tkmlopmeat Dept. 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835.2607 Fau (253) 835 2609 Project Name:, PIEKHOTIN Project Address: 268 SW 297TI1 ST r s w L r Building - Single Fmily . NWZ Permit #:14-101754-00-5F Inspection Request Line: (253) 835-3050 Parcel Number: 720531 0090 Project Description: NEW - Construction of a 3,486 square foot 2 -story single family residence with a 576 square foot covered entry and a 461 square foot attached garage.Includes plumbing & mechanical. ***4 Bedrooms; $600,000 estimated selling price.*** SPRINKLER SYSTEM REQUIRED Owner Applicant Contractor Lender VITALIY PIEKHOTIN VITALIY PIEKHOTIN OWNER IS CONTRACTOR OWNER IS LENDER 4528 HERON RIDGE DR NE 4528 HERON RIDGE DR NE Mechanical Work Valuation? ................................... 000 TACOMA WA 98422 TACOMA WA 98422 New / Additional Sq. Feet - Total ........................... 4749 Census Category: 101- New Single Family House Includes: 1 #1 1 #2 Occu;.tancy Class: R-3 Construction Type: Type V - B Area (sq. fL) I 3,486.00 1 0.00 Additional Permit Information New / Additional Sq. Feet -1st Floor ..................... 1285 New / Additional Sq. Feet - 3rd Floor ..................... 0 New / Additional Sq. Feet - Basement .................... 949 Occupancy #I -Construction Type ......................... TYPO V - B New / Additional Sq. Feet -'Garage ........................ 461 Plumbing Work Valuation? ..................................... 10000 Numberof Stories .................................................. 2 Plumbing to be Included? ........................................ Yes Will Certificate of Occupancy be Issued? ............... Yes Comprehensive Plan Designation ........................... SF - High -Density' Residential Total Valuation: 424,743.31 #3 w a} New / Additional Sq. Feet - 2nd Floor .................... 1252 Occupancy #1- Area (Sq. Feet).... .......................... 3486 BasicPlan?.....................:..................................... No New / Additional Sq. Feet - Deck .......................... 576 Mechanical to be Included? ....................................• es Mechanical Work Valuation? ................................... 000 New / Additional Sq. Feet - Other............**'--** ­*`226 1 Gas Pipe Outlets New / Additional Sq. Feet - Total ........................... 4749 Occupancy #1- Use .........................:.: ................... Residence (1 or 2 :family) ZoningDesignation ................................................: RS 7.2 ,, ref +^^^—...�,^,^'^"^ .s. s „+;,r*--- ..—,,.ff •, 4.,�- i �/'�� p e res . "7 W amu.... v... ._»rum...:...• ua»..bw..L...«....»..:.»...»'.........+»,r ... s. .W...... Ducting 1 Fans 5 Fireplace Inserts 2 Furnaces 1 Gas Piping 1 Gas Pipe Outlets 5 Hot Water Tanks Bathtubs 3 Dishwashers 1 Laundry Washer Outlets 1 Lavatories 5 Showers 1 Sinks 2 Water Closets 4 Hose Bibbs 2 CONDITIONS: 1) Prior to C of O, a 5 -foot wide concrete sidewalk per City standards shall be constructed along the property frontage, adjacent to the back of existing curb. A driveway approach; per City standards, shall also be constructed for the driveway connection to the City street. 2) A Right of Way Permit is required for construction of the sidewalk and the City standard �dnvewayi approach. Contact ROW permit desk at 253435�27Z for details. ,3) There shall be no access to the site from the -private road to the north (2nd Pl SW), without proof of.- easement f-easement or other agreement from the owners of that road that allows such access. This restriction applies to all vehicles, such as construction equipment, materials delivery trucks, contractor's vehicles, etc. 4) At the completion of construction, GeoResources LLC must submit n letter to the City stating that construction was in accordance with their recommendations. 5) NO FRAMING INSPECTION until sprinklers approved. PERMIT EXPIRES Tuesday, 3 October, 2017 Permit Issued on Thursday, April 6, 2017 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: &A A Date: Y j Y —I ;t City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section 11110 of the International Residential Code is certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: PIEKHOTIN Permit # 14 -10175400 -SF Address: 268 SW 297TH ST Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: Floor Area (sq. ft.) 3,486.00 0.00 Owner Name: VITALIY PIEKHOTll Owner Address: 4528 HERON RIDGE DR NE TACOMA WA 98422 Building Official Date The priority focus in the review and inspection made by the -City prior to issuance of this Certificate was on those matters which experience has shown most severely affect the health and safety of the general public Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/ occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which Us situated Such compliance is the responsibility of the owner and/ or occupant of the premises. REPORT SUBMITTED TO: DAILY FIELD REPORT WEATHER &TEMP. PROJECT NO., Pieckhotin.RedondoHeights. Client Vitaly Pieckhotin REPORT DATE. Monday, June 12, 2017 cc John McDowell REPORT NO.:01 ESOURCES GR FIELD REP.: JLJL K Subcontractor PERMIT NO.: SINGLE FAMILY RESIDENCE PROJECT NAME/LOCATION 268 SOUTHWEST 20m STREET, FEDERAL WAY, WASHINGTON REPORT SUBMITTED TO: Contractor Name and Contact: WEATHER &TEMP. Overcast, 60's Client Vitaly Pieckhotin General: McDowell - Pile King cc John McDowell Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: u ~� Subcontractor From 1000 To 1400 225 hammer. We verified refusal for the plies installed today using the refusal criteria of 1 -inch or less of From To embedment during 3 -seconds of sustained driving provided by the contractor. The piles driven today From To 13, 2017). TASK FIELD NOTES A GeoResources representative arrived onsite at 10 AM at the request n DI with McDowell General Pile King in order to observe pile driving for the pin plies associatedconstruction of the single 0*0PREDERAL WAY family residence located at 268 SW 2971h Street in Federal Way, WaD049M041TY DEy Upon arrival, cuts to the slope had been made, and the pin pile locations had been marked with orange topped rebar. The contractor was driving 2 -inch, Schedule 80 steel pipe plies with a 650 Ib hydraulic TP - 225 hammer. We verified refusal for the plies installed today using the refusal criteria of 1 -inch or less of embedment during 3 -seconds of sustained driving provided by the contractor. The piles driven today were given numbers 13 through 29. We understand that piles 1 through 12 will be driven tomorrow dune 13, 2017). The piles observed were driven to the following depths below existing grades: • Pile 13: 17' 7 W' • Pile 21: 26' 10" • Pile 14: 20'2" 0 Pile 22: 257" Pile Driving • Pile 15: 25' 7" • Pile 23: 25' 9" • Pile 16: 24' 11 '/4" 0 Pile 24:2T 3h" • Pile 17:21'4!' • Pile 25: 24' 11 Y2" • Pile 18:23'2" • Pile 26: 25' 5 1/a" • Pile 19:23'1 Ys" 0 Pile 27: 27' 1" • Pile 20:21'11" • Pile 28: 28'7 Yz" Pile 29: 24' 1" Based on our observations, it Is our opinion that the piles observed today were installed in accordance with the geotechnical recommendations for 2 -inch pin piling. LIMITATIONS: The GeoResources field representative Is present on site solely to observe the field activities of the contractor identified and keep REVIEW B IPM Initial/date) our client Informed of the progress and quality of the work. The presence and activities of the GeoResources fteld representative and our acceptance of any non -conforming work or follure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources WRI EN BY (initial/date) field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for Its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. Pace 1 of 3 _ oova.na� s u* sus ais�• xr— ' rtou�nnaa i N ur.ruu 34.86 TOW - TOP OF WALL ttrs+msN TOG6 R Tor Or GRAM B AM FOU14DATION PLAN cnrcaer}: rcrop,a�ssouesreetnx=aaE^rva a�P1Nt1ifFLOCAT30N .. sax 0 Approximate Pin Pile location and number not yet completed 0 Approximate Pin Pile location and number (6/1212017) LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Geollesources does not have the authority to direct the contractors work. Any information provided by the GeoResources Reid inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications andlor design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PX initial/date) BY (InitiaVdate) Page 2 of 3 DAILY FIELD REPORT ' PROJECT NO.: Pieckhotin.RedondoHeights. _`~ �: REPORT DATE: Monday, June 12, 2017 01 REPORT NO.REP EORESOURCES 6R FIELD REP.: JLIf JL PERMIT NO.: SINGLE FAMILY RESIDENCE PROJECT NAME/LOCATION 268 SOUTHWEST 297TH STREET, FEDERAL WAY, WASHINGTON _ oova.na� s u* sus ais�• xr— ' rtou�nnaa i N ur.ruu 34.86 TOW - TOP OF WALL ttrs+msN TOG6 R Tor Or GRAM B AM FOU14DATION PLAN cnrcaer}: rcrop,a�ssouesreetnx=aaE^rva a�P1Nt1ifFLOCAT30N .. sax 0 Approximate Pin Pile location and number not yet completed 0 Approximate Pin Pile location and number (6/1212017) LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Geollesources does not have the authority to direct the contractors work. Any information provided by the GeoResources Reid inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications andlor design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PX initial/date) BY (InitiaVdate) Page 2 of 3 ` DAILY FIELD'REPORT ' PROJECT NO.: Pieckhotin.RedondoHeights, REPORT DATE: Monday, June 12, 2017 GEORESOURCES REPORT NO.: Ol GR FIELD REP.: JLK PERMIT NO.: PROJECT NAME/LOCATION SINGLE FAMILY RESIDENCE 268 SOUTHWEST 297TH STREET, FEDERAL WAY, WASHINGTON UMtTAMN$ The GeaResources field representative Is present on site solely to observe the field activities of the contractor Identified and keep REVIEW BqPM Initial/date) our client informed of the progress and quality of the work The presence and activities of the GeoResources Paid representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. GeoResources does not have the authority to direct the contractor's work. Any Information provided by the GeoResources field Inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The WRITT YY (initial/date) contractor is solely responsible for Its means, methods, sequences, construction site safety, quality of worry and adherence to the contract documents. 3of3 b REPORT SUBMITTED TO: DAILY FIELD REP611T ` r PROJECT NO.: Pieckhotin.RedondoHeights, Client Vitaly Pieckhofiin REPORT DATE: Tuesday, June 13, 2017 EORE GSOURCES R£FORT NO.: 02 TIMES OF SITE VISITS: GR FIELD REP.: MDK Subcontractor PERMIT NO.: PROJECt' NAME/LOCATION SINGLE FAMILY RESIDENCE 268 SOUTHWEST 297TH STREET, FEDERAL WAY, WASHINGTON REPORT SUBMITTED TO: Contractor Name and Contact: WEATHER & TEMP. Overcast, 50's Client Vitaly Pieckhofiin General: McDowell - Pile King cc John McDowell Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Upon arrival, the contractor continued driving 2 -inch, Schedule 80 steel pipe piles with a 650 lb hydraulic Subcontractor From 0815 To 1015 From To From To TAMC >✓ ELP NOTES A GeoResources representative arrived onsite at 8:15 AM at the request of John McDowell with McDowell General Pile King in order to observe pile driving for the pin piles associated with the construction of the single family residence located at 268 SW 297th Street In Federal Way, Washington. Upon arrival, the contractor continued driving 2 -inch, Schedule 80 steel pipe piles with a 650 lb hydraulic TP -225 hammer. We verified refusal for the piles installed today using the refusal criteria of 1 -inch or less of embedment during 3 -seconds of sustained driving provided by the contractor. The piles driven today were given numbers 1 through 12. The piles observed were driven to the following depths below existing grades: • Pile 1: 23'3" • Pile 7: 22' 2" Pile Driving • Pile 2: 22'4" Pile 8: 21' 11„ • Pile 3: 20'4" • Pile 9: 20'0" • Pile 4: 19'6" • Pile 10: 20'5" • Pile 5: 20'6" • Pile 11: 20'4" • Pile 6: 22'6" • Pile 12: 19'10" ./ 0 Based on our observations, it Is our opinion that the piles obserxeV,,o *eQ j�pstaile ' ccordance �M,y�NO,e�F l0 with the geotechnical recommendations for 2 -inch pin piling. < �'4Y 40 UMITATIONS: The GeoResources field representative is present on site solely to observe the Reid activities of the contractor ident fled and keep REVIE BY iPM initial/date} our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any nonconforming work or (allure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents, GeoResources does not have the authority to direct the contractor's work. Any Information provided by the GeoResources field Inspector is Intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The w i EN BY (initial/date) contractor Is solely responsible for Its means, methods, sequences, construction site safety, quality of world and adherence to the contract documents. Page 1 of 2 aow+rttxi. -i :W iM f• -s •osT n V-1 uP4 fj r—rwrwWuw �---� .i DAILY FIELD'REPO RT PROJECT NO.: Pieckhotin. RedondoH eights, w - REPORT DATE: Tuesday, June 13, 2017 REPORT NO.: 02 ORESOURCES GR FIELD REP.: MDK €. 1 PERMIT NO.: SINGLE FAMILY RESIDENCE PROJECT NAME/LOCATION € i ` 268268 SOUTHWEST 297 STREET, FEDERAL WAY, WASHINGTON aow+rttxi. -i :W iM f• -s •osT n V-1 uP4 fj r—rwrwWuw �---� .i � _- --..-.........--.........____ ...._-_-.,--,....�_ LLiiiittz i P - €. 1 � rol irC 1100 1y� Gimw Tilt € i ` APlRM. 214,07 t p h t l _••• SWITOCYME&AM I1 .15ILP"DWAti 4sfei WAR t }} Y d # 7 a'•3 q4' Yf tN� Xw all no 7l 7l 2 ?.. 24 25 262728Al 2� f • i 1 tlLL ,-,I C 'alGAG MAO OR 1060=235.13'GVM � 4 1 P) T S - -�� 13 IR is 16 17 18 19 za N -...1'i tt rr—�'—av'` — _ • _. rx rr�r�a ra ne-»-x' wiacostfcuaot-r 1 � i a+wuac+cnlarxn �` I . i ifWA4ruii At Z'ZA M%NWliti t Y Y 1 t 1 { 1.. \ GYAE>L''tlfAAti1 ent'crw 1.%*12 rnia•.trao.l3, w.vtAartnn•�efi.crRta "'U",o i,it tG 14 iN . ! irtlN.n, irXtitY[Sf24G { ... i+q'... _...„.r-_ ^••110 4'..... t.... _. 1 i i coon Toga 2sa.afiif - 2 1 6i i i ♦YCC irW+11 •ir 14W ,:..� •'i � 'k 7p ftP rlrN/fgt.�� !$ Wl M1LN1tCruA. € lit" 3r1' PA iitltn f1 if1 k , Tat ...J. ---.iu I _ii ur.tgtt r tz V. tlYfpl• OtW 1i:! i' Cta+•1.31Mt!'�KW14 400 2pia IKG aWi, wtta I Fp€C, _1486 TO'N - TOP TOGS - TOr Or GRA FOUNDATION PLAN �� QM40at• r atoatasstou€5rAccos•o'VC.uAx PILE Noil, - VP - Approximate Pin Pile location and number (6112/2017) �<; &ar ,���0 �® 0 Approximate Pin Pile's"n anPumber (6/1312017) LIMITATIONS: The GeoResources field representative Is present on site solely to observe the field activities of the contractor Identified and ki t our client Informed of the progress and quality of the work. The presence and activities of the GeoResources Reid representative and our' acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources field inspector is intended solely to advise the contractor of the technical requirements of the plans and speclfkotions and/or design concept. The contractor Is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents, li initial/date) 8Y (initial/date) Page 2 of 2 UPPCR FLOOR JOIST NrOln I- O 2x 12 JOISTS @ 1 G o.G. 25w TW 055 SUB-ROOR. GLUED t NAM U.N.O. ADHESNEB 5HALL CONFORM TO MA 5PEC. Ara O 1. PROVIDE TSG AT LONG ' PAM EDGE5. 2. ALL HEADERS TO (2) 2xG DFi2 wiR-I O INSUL tt . U.N.O. * 3.50LID BLOCRMG AT ALI.IMERMEDIATE tBEARING WAl4S, BEAMS. t INTERIOR. SFIEAR WALLS. 4 PR•aVIDE DBL. 9TUD9 URDLTt ALL 5EAM9 t FICADER9 U N.O. 5. PROVIDE (I } 7RM1AMER AT ALL tRADERB, U.N.O. FILE G. PROVIDE 9OLE) rRAMING TO rOUNDA710N AT AL1. PaR1T LOADS. �oIN '� IXOCKINt xruee oea� rouNwi ` xDezxweR l.t•ux wee zserm SOLID SLOCK OVER ALL dRervu weR a Fen.1. Ire rRR uxxr. circ. Tromusonuw sF2 ArwAu. EKf.TWµA tAe AgRING °a° rlAT doc�naz POsTor ForaroxNDr1TMCD r•vlmsme••car � DaOR H! .Ao xcr2DEwA1 r�sExKe"•@rwrF #t42 nnNxR Q TRPIL at2Fei mn HGR MC -11d 2- lD5l8Ti1D3) (2)CSI8M2- "�S roSLm,DSI g§ 8 � x 5EE FRAMING NOTGS ON A3 �crloax �y�R�`�'A`~J-�i0i['.1L7CJ w �2i It 21 wGtr{'TMiD GCSG iR �( e M neµRre �' v �P'MM1M�NOtE GREAT ROOM -SW ultMfJFE ExL�,Y t2M dA3 lx2rIAC2 Ver. R.O reOYi3 i im•�-.r lass In s —W r I z HIE OrIt o S-0'- WDR A43 IY2u �I�nm �a DIMNG'�"m C' N-101 7sk f0 x2N LA32LS ppLM�l! -ritf'.n SOLO C^K °Dp1tTa ^`RAx <rrvNFesro MN ASY .A.rA..2 Md"J+tRORrw SLOM TOIYARD5 DOOR CONCRETE To Be 3-U2' TMCKATSACKAND 2• V2• TMCK AT DOOR 1 1GCTlF O n SCCTFIHL :ArAx WJt z• 9EE PAGE A5 FOR SHEAR n m.a i a +•-z Ix -i -r s .m + 1 � rs rc iT i ^.r � r. ARAGE ruaoR INDICATED AND HOLD N0 r 2r-t ur o 3" reUTe"RM Wrl Hr MAIN FLOOR PLAN :a: (I 10 PCP tMIDW NAPM, OVER SW FELT. MYw21?74T2u4APPROVE® 02d=HG sus•.�saa By O r GARAGE REAR DETAIL b 'r� WINDOW CORNER 9TRAPPiNG pETAILIN 2w8 K �3M O'"tip'—ak NC Man: 3486 11`1 C wl.d Er: •r Soir. 1J4"=1r-0" u.n.o. Data DrMn: 8-25-14 EA5: OPTIONAL BEAM UP LAYOUT soup sLxK Oven Au EXf. WALS a E•EARIWG WALT `l9PAIA$ p R � CIRAT fyt Aoor,oe*roar aw ca,sc+.au wM�MAt MRr.Mr 6 0 ROOT` FRAMING NOTES . ALL NEADER9 TO OF 92 WITH MAY. G' -O' SPAN. U.N.O. ROOF PLAN 2. VM= EA1t BLOCKING ® EKIL'RIOR WALL5. 3.SAVE OVtRHANC- TO 5E 18, U.N.O. 4. APPLY ROOFING IM ACCORDANCE WNH I.R.C. SEC. R305 MENNEN 5. ROOF J0I5T5 TO BE 2,12 DFi2 @ 24' O.C. U N.O. G. PROVIDE t 1) TRUMER AT ALL HEADERS U.N.O. ^. PwowDE (21 POST @ ALL GIRDER/ MF MA5TER5 TRU55E5. D.N.O. ROOF PITCH APPROX. 1-311 G:12 cow OVIDE (2 ROWS OP t gY4I/2- SDS 5CREK5 6 W O.C. LEDGER TO RIM O ALL TRUSS LED@RECrIO BASED ON A 8' FRONT WALL (� S. KtCK= FIAWNG RE09 AT ALL INTVWCTI•DNS OF SLOPED ROOF SAVE TO WALL PER RSOS.2.1 GARAGE} t 12' BACK WALL 41' APART 10. DRIP EDGE MA5HING REOD FOR ASPHALT WNCA.C3 A5 WELL AS SIDrNALL FIA5WW BEHIND 51DING, MIN W - PER R505.2.8 ALLOTHER ROOF PITCHE5 TO MATCH 1 1. FRMADE ,2151MPSON 112.5 EACH END OF GIRDER TRL55E5 t W-MASTERB l" oil ------------- ROOT` FRAMING NOTES . ALL NEADER9 TO OF 92 WITH MAY. G' -O' SPAN. U.N.O. ROOF PLAN 2. VM= EA1t BLOCKING ® EKIL'RIOR WALL5. 3.SAVE OVtRHANC- TO 5E 18, U.N.O. 4. APPLY ROOFING IM ACCORDANCE WNH I.R.C. SEC. R305 5. ROOF J0I5T5 TO BE 2,12 DFi2 @ 24' O.C. U N.O. G. PROVIDE t 1) TRUMER AT ALL HEADERS U.N.O. ^. PwowDE (21 POST @ ALL GIRDER/ MF MA5TER5 TRU55E5. D.N.O. ROOF PITCH APPROX. 1-311 G:12 cow OVIDE (2 ROWS OP t gY4I/2- SDS 5CREK5 6 W O.C. LEDGER TO RIM O ALL TRUSS LED@RECrIO BASED ON A 8' FRONT WALL (� S. KtCK= FIAWNG RE09 AT ALL INTVWCTI•DNS OF SLOPED ROOF SAVE TO WALL PER RSOS.2.1 GARAGE} t 12' BACK WALL 41' APART 10. DRIP EDGE MA5HING REOD FOR ASPHALT WNCA.C3 A5 WELL AS SIDrNALL FIA5WW BEHIND 51DING, MIN W - PER R505.2.8 ALLOTHER ROOF PITCHE5 TO MATCH 1 1. FRMADE ,2151MPSON 112.5 EACH END OF GIRDER TRL55E5 t W-MASTERB l" 05 ,a" IFMCMGni►wn aWtMAwwN YI11111M�M1YI11M fYi�IIA�II CL 681 Pkn: 3485 Bt -IIF: TM a dw of. VP 1J4"=1'-0" u.n.o. Dm DRwrc 8-25-14 MUNI UrVAIIUN ELEVATION NOTES: 1 PROVIDE F A9)SNG s ALL WINDOW 5 DOOR OPENNG5 (KC'03.5) 2. APPROVED HOUSE NUMBERS SHALL BE PROVIDED IN SUCH A rOWM TO W rUNINLY VISIBLE a LEGIBLE rROM THE STREET OR ROAD FRONTING THE PROPERTY. OW, R3! 5 11 3. GRADE C` MIN. CLR. 51DNN G TO EARTH (TYP.) M. SLOPE Or 5% AWAY FROM 5TRI1CiUR. 4. WINDOW MANUP. MUST PROVIDE INSTALLATION INSTRUCTIONS. N19ALIAnON MUST COMPLY ai THE WINDOWS IN57ALLATION INSTWXTIONS'IRC RC 12.1) Skr WAS METAL GUARD RAIL ra ALLaW rkfaSit Y+' XIWL rcAucu�R I m 2ERRED SUBASTTAL 6 AND CALG5. TO BE AMRD BY WA 5TATE 49E0 ENC -NEER (PR'.) 5 TO 5E SUBMITTED APRROVED BY EOR THE CITY PRIOR TO LLLAnON, (DRML5 TO COMPLY MINIMUM IREMENTS OF IRC 5 OT 6ACKFILL CONCRETE 15 UNTIL FLOOR FRAMING SHEATHING 15 IN ?LACE mxca w�u+coa, avtrxraanaar, rn�us¢+ nw.wrn. over ore+ i rW as rnr �wu ruvmI vrtv 4 5TUCCO DETAIL 3TC a I•-0' Or TOOTING MMlIIQYb1IN IIiiNIWNIrriaN MWn/rwwlMM a1tl11rMt! 3486 oraMm cy: TM aAckod Sr. VP Suit: 1/4"=1'-0" u.n.o. DW Dr 'Al at til Room @ 17 On Loads ''� - e� = 126 s£ <]P!£> ]222■a AIL && ■■duct = @X Reaction F!!■ Name «&s> 8220 3220 Rz»oNDoU.qU1 822(s»■ate <&Ls) Use: . 00 ' 6x12 »F-& #2 1 �62 9220 rhea\ psi } ' ■v<all= 85 ¥si M■ax = ?.2 ft Moment ' (£«-k) ' -7k M = Ju in.,336 . Ft(all)= 875 psi MOE=_ 1390 ksi in a L2X»e■ \&/1129 T& »■£ _&/ 892 Ca■&■■ _ @.@ in D■£1■ot (!n) 4 .! g (su nis , �.� v�o WOO CAD QLAT (Pro V4 0} Time : 08:41:37 , �, File: VITALITY Date : 03-14-2014 SUMMARY OF SHEAR �W _ 1;0LDD0*LETlOS Story 3 Line B Wall 1 �-,� Wall Height = t Wall Width 2.8`'-- Wall H/W gob Seimi,c Force = 226 plf Adj Seismic Force = 363 plf Table 2305.3.4 Wind Force = 160 plf Adj Wind Force = 115 plf Section 2306-4.1 SW #4 Allow Shear - 450 plf 3x @ abutting panel edges Top Plate Connection - A35 or LPT4 @ 1611 oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0.128") Table 2305.3.4 Wind Force = 160 plf Adj Wind Force 3"oc edge -12" oc field Bot Plate Connection - 16d nails @ 5" oG Hold Down Force Lt = 1.58kips Rt = 1.70kips Hold Down Type 2CS20x42 14-10d ea 2CS20x42 14-10d ea ------------ ;-d4!% - d !%-------__-__:.___-_______ Wall t ' Wall Width = 2.5' Wall H/W =3.6 Seimic Forc 226 plfdj Seismic Force = 407 plf Table-- Wind Force = 0 plf Q, _Wind Fo - -Section SW #4 Allow Shear` ��� p Top Plate Connection A35"b, Shear Wall Sheathing - 7/16" Bot Plate abutt`irig panel edges .1611 oc @. SW only de} 10.d box nails (0 3 "oc edge -12" oc Connect io-n-=` 16d nails @ 5" oc Hold Down orce Hold. Type Lt = 1.71kips Rt = 1.7TkiP 2CS20x42 14-10d ea 2CS20x42 14- - - Story3 Line -------------------- � ---� `�-------------------------- 4 Wall3 ------ Wall Height = 4-F.w&' Wall Width = 2.5' WallH Seimic Force = 226 plf Adj Seismic Force =' 07 p1f Table 2305.3.4 Wind Force = 160 plf Adj Wind Force - plf Section 230 6.4.1. SW #4 Allow Shear - 450 plf 3x @ Top Plate Connection - A35 or LPT4 Shear Wall Sheathing - 7/16" OSB (1 abutting panel edges @ 16" oc @ SW only side) - 10d box nails 311oc edge -12" Bot Plate Connection - 16d nails @ 5" oc (0.128") oc field Hold Down Force Lt = 1.71kips Rt = 1.71kips Hold Down Type 2CS2Qx42 14-10d ea 2CS20x42 14-10d ea r I'mP ,� �(a kA is lym S�� ' CWA Consultants WOODCAD QLAT (Pro V4.0) Time : 08:41:37 File: VITALITY Date : 03-14-2014 SUMMARY OF SHEAR L AND HOLDDOWN SELECTIONS Story 3 Line UV Wall 4 � Wall Height = 9:"'041 Wall Width = 2.8' Wall H/W - Seimic Force = 226 plf Adj Seismic Force = 3.63 plf Table 2305.3.4 Wind Force = 160 plf Adj 'Wind Force = 115 plf Section 2.306.4.1 SW #4 Allow Shear - 450 plf 3x @ abutting panel edges Top Plate Connection - A35 or LPT4 @ 16" oc @ SW only Shear Wall Sheathing - 7/1611 OSB (1 side) - 10d box nails (0,1280) Voc edge -1211 oc field Bot Plate Connection - 16d nails Q 511 oc Hold Down Force Lt = 1.70kips Rt = 1.58kips Hold Down Type 2CS20x42 14-10d ea 2CS20x42 14-10d ea ----------------------------------------------------------------------- Story 3 Line E Wall 1 Wall Height = 9.01 Wall Width = 4.0' Wall H/W =2.3 Seimic Force = 145 plf Adj Seismic Force = 1:63 plf Table 2305.3.4 Wind Force = 128 plf Adj Wind Force = 92 plf Section 2306.4.1 SW #2 Allowable Shear = 230 plf Top Plate Connection - A35 or LPT4 @ 3011 Shear Wall Sheathing - 7/16° OSB (1 side) Bot Plate Connection - 16d nails @ 1011 oc Hold Down Force Lt = 0.78kips Hold Down Type None Req'd oc @ SW only - 10d box nails (0 611 oc edge -12" oc Rt = 0.90kips None Req'd ------------------------------------------------------------ Story 3 Line E Wall 2 Wall Height = 9.0' Wall Width = 3.2' Wall H/W =2.8 Seimic Force = 145 plf Adj Seismic Force = 204 plf Table 2305.3.4 Wind Force = 128 plf Adj Wind Force = 92 plf Section 2306.4.1. SW #2 Allowable Shear = 230 plf Top Plate Connection - A35 or LPT4 @ 3011 Shear Wall Sheathing - 7/1611 OSS (1 side) Bot Plate Connection - 16d nails @ 10i1 oc Hold Down Force Lt = 0.94kips Hold Down Type None Req'd oc @ SW only - 10d box nails (0.12811) V oc edge -1211 oc field Rt = 0.82kips None Req'd CWA CON50LTANTS, P& PROJECT : Vit$I(ty SF•p Fed W>y PAGE: 1 STR1JCl'ORAL Bt0pJ118RINti sulLDsx3fioDECD>Vi�Irl�Nls DESIGN BY: iow LIENT : ' 141Jfttl- REVIEW BY 'UT DATA FRAC FORCE ON DIAPHRAGM: vi3a w m = - 'ryq: : ppftxwind (SERVICE LOADS) vft SEISMIC = • - •fOtP : pfffor sewft Li v 2 6 ., It, Lz = : 1}. Sr"TENSIONS: it , 13 i• =2 8 - ft Hie ..:ft, H2=1•-65,>ft, H3=":..2 'IL NO G STUD SECTION 3t _ ' pc% b e . '. '2 - 'in, h = I . 6' In 3E STUD SECTION PCs, b = ' 4• In, h = ' a- 'In IEL GRADE (0 or 1) - !_j-_- — Sheaftand single-FWCr IMUM NOMINAL PANEL THICKNESS i!Z In AMON NAIL SIZE (0-Bd,14M, 2-10d) { : Sd !CIFIC GRAVITY OF FRAMING MEMBERS IRY OPTION (1=ground level, 2 -upper Ieveo 2' _ , upper level Shear wap SUMMARY BLOCKED 13132 SHEATHING WITH Sd COMMON NAILS V dic @ 4 in O.C. BOUNDARY 8 ALL EDGES 112 In O.C. FIELD, �� � � � ��� �y�(�l�d', ��'"t 4 SILL PLATE ATTACHMENT 16d AT 6" O.C. HOLD-DOWN FORCES: TL. VA _ (USE CS18 SIMPSON HOLD-DOWN) MAX STRAP FORCE: 0.83 (USE S MPSON CS20 OVER WALL SHEATHING WITH FLAT BLOCKING) KING STUD: 2 -2"x6" DOUG 1, CONTINUOUS FULL HEIGHT. EDGE STUD: 1- 4" x 6" DOUG CH CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A s 0, 1 f"i-IL L11 I F1 1-2/2 1-2/2 /2 2 2 I F3 s 1 F4 2 I F4 3 I F4 4 �— F6 �J F7 S F9 F10 F11 F12 F5 F8 aE'� _-___ � 6 F5 _FS F13 F14 F5 F8 _ g F5 8 F15 F16 F17 F18 F5 F18 F20 F8 _ 9 F21 I 1 O F21 1 1 F21 12 22 + F23 �j F23 F24 TL FR — ODY INDIVIDUAL PANELS OF WALL TR NALYSIS Min. Min. BlockedNall Spacing Pane! Grade Common Penetnai Thiokneaa B k All HdddoM SIMPSO Ia m b 4 3 2 IECK MAX SHEAR WAIL DIMENSION RATIO h / w - 2.6 > 2 (Unsatisfactory) RJ& 0 0.9 = 1325 WIND 75 MRMINE FORCES & SHEAR STRESS OF FREE -BODY INDIVIDUAL PANELS OF WALL 9746 Left 0 20d = 993 �TR ^6 Cto'' INDIVIDUAL PANEL W (ft) H (ft) MAX SHEAR STRESS (p1) NO. FORCE (Ib}) NO. FORCE (@t) 1 2.50 2.00 -101 F1 -252 F13 557 2 3.00 2.00 278 F2 835 F14 557 3 3.00 2.00 278 F3 -220 F15 1314 4 2.80 2.00 -79 F4 557 F16 758 5 2.50 325 233 FS 583 F17 714 6 2.80 3.25 220 F6 835 F18 1270 7 2.50 3.25 233 F7 835 F19 574 8 2.80 3.25 220 FS 615 F20 564 9 2.50 3.00 3 F9 -201 F21 768 10 3.00 3.00 256 F10 758 F22 9 11 3.00 3A0 258 F11 714 F23 574 12 2.80 3.00 18 F12 -157 F24 51 TERMINE REQUIRED CAPACITY vi, = 278 pif, ( 1 Side Panel Required, the Max Nap Spacing = 4 in) TNG RLJReD nersenme� oen ,nn r_r,_ wn �anaar nurnners nave reoucea oy spe=c gravay tactor per IBC We a / UBC note1 of the table. NE FLOOR SILL PLATE ATTACHMENT (NDS 2005, Table 110 & Table 11LI SILL PLATE ATTACHMENT 18d AT S" O.C. Twr wn1 n_n^%Afkf cnonca. v i, (1291 Min. Min. BlockedNall Spacing Pane! Grade Common Penetnai Thiokneaa B k All HdddoM SIMPSO Ia m b 4 3 2 Shea and Si Is F r Sol 1 1R 15132 280I 380 1 490 �anaar nurnners nave reoucea oy spe=c gravay tactor per IBC We a / UBC note1 of the table. NE FLOOR SILL PLATE ATTACHMENT (NDS 2005, Table 110 & Table 11LI SILL PLATE ATTACHMENT 18d AT S" O.C. Twr wn1 n_n^%Afkf cnonca. v i, (1291 Wap Seismic at mid Overturning Moments M-1133) Resisting Safety Net UplIft Moments Factors bs) HdddoM SIMPSO SEISMIC 106 208 14970 Left 0 0.9 TL - 1325 A- 16.80 le h - 12 ft RJ& 0 0.9 = 1325 WIND 75 d.= 0.15 In 9746 Left 0 20d = 993 �TR ^6 Cto'' Right 0 203 = SW ( I t a 1 a values Showa Include upper level UPLIFT forces If rERMINE MAXIMUM SHEAR WALL DEFLECTION: ( IBC Section 2305.3.2) 3 =,&aadmg +,&Sha.+ Aw wip+,&claw spta alt, = 8vah + vah +0.75hen+ hda = o.787 in EALw. Gt L,r Where: v.- 278 pff I a 5 It E - 1.7E+08 psi A- 16.80 le h - 12 ft G - 9.0E+04 psi t - 0.298 In an = 0.037 In d.= 0.15 In ?CK KING STUD CAPACITY Pmax - 0.78 kips F. - 1500 psi CD= 1.60 Cr - 0.28 A - 18.50 k? E ■ 1700 ksi CF - 1.10 F.- 750 psi > f. = 46 psi (Sadafaetom 3CK EDGE STUD CAPACITY Pum = 1.32 kips, (this value should Include upper level DOWNWARD loads ff applIcable) Fo a 1500 psi CD- 1.60 CP - 0.28 A = 19.26 htx E = 1700 k91 CF - 1.10 F,- 750 PSI > fQ a Be psi (Sadefach"I Technical References: 1. "Nations! Design Spetdttcallon, NDS", 2005 Edition. AF & PA, AWC, 2005: X Storm ice -14--2014 V I TAI., I TY -# 2 43.0 A—..........................................� r Is D 95.0 l s '. Eif 1B'" Wood. Str�uotu�rn L aneji W/ 10d, Sox C �r I I Species 3 Lod owns: mpso» �,,�ctv�y– s, a o f o C Err I i S,0010 u s C t�rjpn&t�n Gnrrctx• x E c��cds re i exOk .ab a value CWA Consultants WOODCAD QLAT (Pro V4.0) Time : 08:41:37 File: VITALITY Date : 03-14-2014 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 3 Line 1 Wall 4 Wall Height = 9.0' Wall Width = 9.0' Wall H/W =1.0 Seimic Force = 103 plf Adj Seismic Force = 103 plf Table 2305.3.4 Wind Force = 99 plf Adj Wind Force = 71 plf Section 2306.4.1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" Shear Wall Sheathing - 7/16" OSB (1 side) Bot Plate Connection - 16d. nails @ 10" oc. Hold Down Force Lt = 0.45kips Hold Down Type None Req'd oc - lod box nails (0.128'0 611oc edge -12" oc field Rt = 0.45kips None Req'd --------------------------___-----------------_____..________----__-___ Story 3 Line 2 Wall 1 Wall Height = 9.0' Wall Width =41.0' Wall H/W =0.2 Seimic Force = 55 plf Adj Seismic Force = 55 plf Table 2305.3.4 Wind Force = 53 plf Adj Wind Force = 38 plf Section 2306,.4.1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed 0 80 oc Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0.128") 611oc edge -12" oc field. Bot Plate Connection - 16d nails @ 10" oc AM 41 wiucaus tlw ) Hold Down Force Lt=-1.23kips Rt=-1.23kips Hold Down Type None Req'd None Req'd ------------------------------ - - -�--- #--t '-+� -9 ----- Story 2 Line 1 Wall 1 `+ %� � -40-1 Wall Height = 8.0' Wall Width =66rzol Wall H/W -0.4eW�8 Seimic Force = 149 plf Adj Seismic Force = 149 plf Table 2305.3.4 Wind Force = 182 plf Adj Wind Force = 130 plf Section. 2306.4.1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed 0 8" oc Shear Wall Sheathing - 7/160 OSB (1 side) - 10d box nails 60oc edge -12" Bot Plate Connection - 16d nails 0 10" oc- (0.128") on field Hold Down Force Lt - 1.60kips Rt = 1.51kips Hold Down Type 2CS20x42 14-10d ea 2CS20x.42 14-101 10707 4WIL -U W4 CWA Consultants WOODCAD QLAT (Pro V4.0) Time : 08:41:37 File: VITALITY Date : 03-14-2014 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line 1 Wall 2 Wall Height = 8.0' Wall Width = .0' Wall H/W =1.1 Seimic Force = 149 plf Adj Seisnz.cc once = 149 plf Table 2305.3.4 Wind Force = 182 plf .Adj Wind Force = 130 plf Section 2306.4.1 SW #1 Allow Shear Top Plate Connection Shear Wall Sheathing - 150 plf - 16d Toenailed @ 8" - 7/16" OSB (1 side) Bot Plate Connection - 16d nails @ 10" oc Hold Down Force Lt = 1.44kips Hold Down Type 2CS20x42 14-10d ea oc - 10d box nails (0.12811) 611oc edge -12" oc field Rt = 1.85kips 2CS20x42 14-10d ea ------------------------------------------------ --------------------- Story 2 Line 2 Wall 1 Wall Height = 8.0' Wall Width = 6.0' Wall H/W =1.3 Seimic Force = 248 plf Adj Seismic Force = 248 plf Table 2305.3.4 Wind Force = 304 plf Adj Wind Force = 217 plf Section 2306.4.1 SW #3 Allow Shear - 340 plf Top Plate Connection - A35 or LPT4 @ 20" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0,12811) 411oc edge -12" oc field Bot Plate Connection - 16d nails @ 6" oc Hold Down Force Lt = 2.17kips Rt — 2.14kips Hold Down Type 2CS18x42 18-10d ea 2CS18x42 18-10d ea ---------------------------------------------------------------------- Story 2 Line 2 Wall 2 Wall Height = 8.0' Wall Width = 9.0' Wall H/W =0.9 Seimic Force = 248 plf Adj Seismic Force = 248 plf Table 2305.3.4 Wind Force = 304 plf Adj Wind Force = .217 plf Section 2306.4.1 SW #3 Allow Shear - 340 plf Top Plate Connection - A35 or LPT4 @ 20" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side,) - 10d box nails (0.12811) 411oc edge -12" oc field Rot Plate Connection - 16d nails @ 6" oc Hold Down Force Hold Down Type Lt = 1.99kips 2CS20x42 14-10d ea. Rt = 2.06kins 2CS20x42 14 UPPER FLOOR JOIST NOTES I.U"M FLOOR FRAMING TO M 2.12 JOISTS @ 1 G' ... w/ SW TW 090 $U6-MLOOR, GLUED t NAM U.N.O. AD11MM SMALL CONFORM TO APA 9FEC. AM 01. PROVIDE T*G AT LONG FAM EDGES. • 2. HEADERS (2) 2xG DIY2 VX- 10 MSL'L TYr. ON O. 3. 3OUD 5LXKMG AT ALL WEARING WALLS, 5EAM9, t INTMOR. SMEAR WALLS. 4. PROVIDE DWL STUDS UNDER ALL IMAMS a MEADERS U.N.O. 9. PROVIDE (1) TRIMMER AT ALL MEADM. U.N.O. G. PROVIDE SOUD rRAMING TO FOUNDATION AT ALL POINT LOADS. %'_' HA _ �ta1L bIT JOIST n"ry 2nd FLOOR JOISTS SEE FRAMING NOTC9 ON A3 �p =roRlr LOAD FRONDS SOLID NN7LL'S START AT A2' AF F BLOCTJNG TO AND STOP AT STANDARD FOUNDATION DOOR HEADFR MEIMf:Hf SEE rAeE Ae roR SMEAR 2nd FLOOR PLAN mA�rc rzcr O OVD!M K?CMO[ OFIF4tOR INRROO>MCt20. �CdN,2Nltvwwm. WISATRMMCxIV rm1: 3486 Drawn ty: TM CIMFked 3Y. ♦r SpIG IK'=1'-0 '�u,n,o. as Drame &25-14 �A4 PullKNOW I 2nd FLOOR JOISTS SEE FRAMING NOTC9 ON A3 �p =roRlr LOAD FRONDS SOLID NN7LL'S START AT A2' AF F BLOCTJNG TO AND STOP AT STANDARD FOUNDATION DOOR HEADFR MEIMf:Hf SEE rAeE Ae roR SMEAR 2nd FLOOR PLAN mA�rc rzcr O OVD!M K?CMO[ OFIF4tOR INRROO>MCt20. �CdN,2Nltvwwm. WISATRMMCxIV rm1: 3486 Drawn ty: TM CIMFked 3Y. ♦r SpIG IK'=1'-0 '�u,n,o. as Drame &25-14 �A4 ple- kk 0 -;vl //--/0/ 7 5 HEIGHT CERTIFICATE LOT 9 REDONw No. 5, VOL 89, D g M ITT E D MERIDIAN= FILE #14 -101754 -000 -00 -SF THE PLAT OF REDONDO pS(HOTN JAN 16 20% HIGHLANDS No. 5 C" OF FEDERAL WAY VOL. 89/39 REDONE �� per{ OF FEDERAL WAY COMMUNITY DEVELOPMENT N NO2'f8' W7 SCALE1 inch = 50 ft. 50 0 25 50 / ( IN FEET) / 00 89 OS 00 ti At 009 c AVERAGE BUILDING GROUND EL- 238.6' BODE TI ' SOT / BUILDING HEIGHT= 28.27' C 70 SURVEYOR 77 RICHARD VAISVILA P.L.S. P.O. BOX 133 1- MUKILTEO, WA 98275-0133 3W297rH Sr PHONE: (425) 299-1739 Nara-*' BRASS m uo CH .� IN CONC. IN C1t8E �'I MAY '17 Imp 4.07- nI B N&M a 1. SURVEY DATA FOR WAS OBTAINED BY ACTUAL FIELD MEASUREMENTS. ANGULAR AND LINEAR RELATIONSHIPS WERE DETERMINED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED WITH A STEEL TAPE 2. THE AS -BUILT SURVEY INFORMATION SHOWN HEREON WAS PERFORMED ON NOVEMBER 17TH, 2017. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE THE DATA FILE IS ARCHIVED ON DISC OR CD. Al 15 Ll8 4-0T 3 SCALE 1"=501 4eL 4(4 r 513FDW2 UXQE JOB# 513FD W1 l r DRAWN BY APPROVED RV L r i 15 i �Or ASSUMED (PER LAKEHAVEN SEWER MAP) I BENCHMAM- TOP OF SANITARY SEWER MANHOLE RIM IN FRONT OF SITE EL -253.0 — 4 T ,I P L IA A 4i bi `� D/ 79-1 MEFi1DIAN� THE PLAT OF REDONDO HIGHLANDS No. 5 VOL 89/39 HEIGHT CERTIFICATE RESUBMITTED I LOT 9 IREDONDO FOO -. MM No. 5, VOL 89, Pa 39 JAN 16 2016 FILE x+14 -101754 -000 -00 --SF PEKM N CfTY OF FEDERAL 4'<rA CITY OF FEDERAL WAY COMMUNITY DEVELOP:. REDONDO UPHILL I SCALE: 1 inch = 50 ft. 50 0 25 50 ( IN FEET ) CIV„vi,.. ' .1 1 CN 3 SURVEYOR RICHARD VAISVILA P.L.S. P.O. BOX 133 MUKILTEO, WA 98275-0133 PHONE: (425) 299-1739 �� °moo // > 89 oS 395 / 4. O T 009 � / AVERAGE BUILDING GROUND EL= 231 SOT114�� /� BUILDING HEIGHT- 28.27 70,,J%, �rrlyr ewIN CCNC. as PwcM CASE w/f�UNCH -AMMAY'17 M aa3o` �©T SURVITOR Has ? 1. SURVEY DATA FOR WAS OBTAINED BY ACTUAL FIELD MEASUREMENTS. ANGULAR AND LINEAR RELATIONSHIPS WERE DETERMINED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED WITH A STEEL TAPE. 2. THE AS—BUILT SURVEY INFORMATION SHOWN HEREON WAS PERFORMED ON NOVEMBER 17TH, 2017. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO. '15 18 /Or i1 3 1 n=50' 4g4�Ti�nu�� 3FDW2,, i13FDW1 t1_ BY R vm RV�.-- IN 0 .15 'i 4.O- I iL�= ASSUMED (PER LAKEHAVEN SEWER MAP) I TOP OF SANITARY SEWER MANHOLE RIM IN FRONT OF SITE ELm253.0 C) 7' F a 0 ( 14 •.. 04 -.i . • 4FLF . FILE PERMIT PPLICATION r?�erat 111/a� RECEIVED PER JIIT NUMBER —q _ 0 l7--- 54 ,-.9 IR 1 6 2014 --51Z2- 7(4/- TARGET DATE SITE ADDRESS 6gC1 CITY OF FEDERAL WAY SUITE/UNIT# .2, q S\i1/4) z 44/'S4 re_tte et\ til otCDS3 PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ 7 0 -3 1 - 0 0 0 TYPE OF PERMIT7' UILDING ' .PLUMBING -MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT V ii ` G • VI L kA) �3 , IAdte rni f' 1�s'C? PROJECT DESCRIPTION V Detailed description of work to be included on this permit only PODReSS 4K^6 8- 3142 q Tfk 7.) L� NAME PRIMARY PHONE PROPERTY OWNER V1 4a {'S t PIeCK1-t0+►4 2 S3 33.265641 MAILING ADDRESS E-MAIL L1fi2S tieeov aioGt PP. qE. V i P CA a Qi(t0 jcAba.cah CITY STATE ZIP ' 0.GtJ ti' (X, IN t.. C a�. NAME �/�''�) p PHONE MAILING ADDRESS E-MAIL . CONTRACTOR I CITY STATE ZIP FAX t WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# / / NAME PRIMARY PHONE APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX NAME fir- PWTMARY PHONE PROJECT CONTACT • l % 1 J _ ( d GaL. a A ! L� ' �' C� (�� (The individual to receive and MAILING•ADDRESS // ` Lr p ( t,., L '} c'1 respond to all correspondence �/lG l0 51I�'I t)'V, C't - T��1\1���(� ax'0 4`)1n,[60, concerning this application) CITY STATE ZIP FAX f c3.--(ovl�e. 1AJA Cr. 'L L-( NAME PROJECT FINANCING 0 OWNER-FINANCED Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19.27.095) 1 I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct.I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs, expenses, and attorneys'fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, 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 I-a parEof this ap icafion. SIGNATURE: v DATE ‘1-1471- /Y PRINT NAME: /' 1r CC 4 PL!e.Ki-(o 41 gi' Bulletin#100-January 1,2013 Page 1 of 3 k:\Handouts\Permit Application r 4:o) <,,,,t - V1 Cli,-.1 • . 7.„.. , ,VALUE OF MECHANICAL WORK MECHANICAL PERMIT j Indicate how many of each type of e to be installed or relocated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS 3- GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER a, FIREPLACE INSERTS HOODS(commercial) A BOILERS — FURNACES -�/ HOT WATER TANKS(Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST 4 DUCTING T GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ Indicate how many of each type of fixture to be installed or relocated as Tit of this project. Do not include existing fixtures to remain. sg BATHTUBS(or Tub/Shower Combo) LAVS(Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS 2 SINKS(Kitchen/Utility) WATER HEATERS(Electric) ? HOSE BIBBS SUMPS I WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? VG-Ccs(A.+- p . , 000 ❑Yes ❑ No ❑Yes V No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT • < 9 q 9 q / — -..-._---..._ FIRST FLOOR(or Mobile Home) 12<f5: Ni) SECOND FLOOR 2 5-'Z 7 COVERED ENTRY 57-6 b J�. t GARAGE V CARPORT ❑ E-l'6 1 OTHER(describe) EXISTING PROPOSEDTOTAL Area Totals i':5'� **,NEW HOMES ONLY ESTIMATED SELLING PRICE$ (001 0 0 0 #OF BEDROOMS 4 COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction # of Additional Information in Square Feet Type Stories NEW BUILDING - - ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square Feet Type Stories TCT^.L BUILDING 1 I TENANT AREA ONLY 1 PROJECT AREA ONLY Bulletin#100—January 1,2013 Page 2 of 3 k:\Handouts\Permit Application CITY OF A. RECEIVED ELECTRICAL Federal WayDEC t s 2017 PERMIT APPLICATION CIN OF FEDERAL WAY J I -CpMMUN(TY DEVEL�PMENTPERMIT NUMBER / 1J _ / Ci / 7 (V S.1_ SUITE/UNIT/SPACE# SITE ADDRESS: a (% � . a 9-7_//,, PROJECT VALUATIONASSESSOR'S TAX/PARCEL# CURRENT/PROPOSED USE $ p. 5ü . ` 7 - 0 5 3 l - 0 0 9 0 PROJECT NAME (Tenant or Homeowner Last Name) l / LF H07/A,2 I=/ Ciiriems( r<xuk_c6I,t - i . PROJECT DESCRIPTION Detailed description of work to I`1°(t S C/Y U -, CC__ be included on this permit only NAMEr ' ` t PRIMARY PHONE PROPERTY OWNER V 1 �(k- l i i)l P ( -1 -L&C')�(►/•. 053 (O 5 (Q Li MAILING ADDRESS E-MAIL ,71 (0 1 (1\7(-( 64fiC 1IJ CITY STATE ZIP FAX I ll C erirlA 6 JL4 °l t-i ( ) NAME PRIMARY PHONE Vi +(' 1 pie--16-1L0k4/ (9-53) 33)-- S-(.6 MAILING ADDRESS E-MAIL ELECTRICAL '}`"1 k' , 3 IF/ AG( /Ur CONTRACTOR CITY STATE ZIP } l FAX T iA-C(5-1,1 _A 1.L.,1, -- 9 ✓( dtD_ ( ) - WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# / / NAME ` J PRIMARY PHONE APPLICANT --r r 1 (1C'. . V 1 L (I( � pi eKVLo.f(� (�5 ) 33Z - fo5(0,y MAILING ADDRESSE-MAIL L 9 (0` H 1 3 6 � 4(/CU Uhof Cars Int lAhvl7,Gom CITYYSTATE ZIP FAX t— A CCIVI/V lA ' Ld ik cf 8`(.?)- ( ) - NAME PRIMARY PHONE PROJECT CONTACT V J I TA-L-1 L( P ( -i--/O-ti)U (9-53) 33d- 6,56# I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs, expenses, and attorneys'fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, 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. SIGNATURE: c.c�c� Lam" _ 11 DATE / o� PRINT NAME: Yl' P(E (C Lq T(-,- Bulletin#160—April 14,2016 Page 1 of 1 k:\Handouts\Electrical Permit Application li.41i • S06 Web date: 11/09/2012 King County Sewer Availability: 0,6b FILE . Department of Permitting King County Certificate of v and Environmental Review& Sewer Availability ERU 0 35030 SE Douglas Street, Suite 210 NEtr S'noqualmie, WA 98065-9266 - 206-296-6600 TTY Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty.gov This certificate provides the Public Health-Seattle& King County Department and the Department of Permitting , and Environmental Review with information necessary to evaluate development proposals. K ° i Do not write in this box Number Name ❑ uilding Permit ❑ Preliminary Plat or PUD ,/ Elf Short Subdivision ❑ Rezone or other: A. 4/ Applicant's name: vi-t-A'1 j Aeckh,o 4-i n / Proposed use: •R� 1c , -c.A l a- 4--046 / Location (attach map and legal description if necessary): ail A SW 9P1/I41' 64-, Flp-) WP4-j )-°A' 7V1)6"3J-009010 Sewer agency information: ✓ 1. igi a. Sewer// 1 service can be provided by side sewer connection only to an existing 8 INCU�t port, size sewer IN 00 - scrE feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ' ❑ (2) The construction of a collection system on the site; and/or ❑ (3) Other(describe): ✓ 2. a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. ,/3. Ai a. The proposed project is within the corporate limits of the district or has been granted Boundary R CtIvED approval for extension of service outside the district or city. l..Cl C OR ❑ b. Annexation or Boundary Review Board (BRB)approval will be necessary to provide service. APR 1'6 2014 4. Service is subject to the following: � �� ���v I � a. Connection charge: 1.J ' ' CITY OF FEDERAL WAY b. Easement(s): PcS (z(ou t (Z,�D CDS c. Other: 5kt/i t:2. 501-V LC,;✓ Co Jf) ( ) !7 -t CTS ilL -Qv( Comments: *The District,at its sole discretion,reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities.*I ' certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT g t L, N\ELSvr--) Agency name Signat name / ENG I ecki - (6(1 l 13 Title Signature -w,A 1013f 13 Date SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 Y • • e< ,1Development Engineering akehaven UTILITY DISTRICT Sewer Availability Map Sewer Main Sewer Manholes 0 — — I. L___ _ ^ _Hu5 _ - - - - -I 0302-A-2 102-A-1.A 1.,I2-A-1 On-site" I Il I I N O . 7TH ST H06 IRI --.R . It 12 1 11 I I -A-1.1 u •1 0302-A-2.4 be 1 \ NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. • W04 Web date: 11/09/2012 a Vlialter Availability 'n(4 King County King County Certificate of Department of Permitting Water Availability E1�.IJ , I _ and Environmental Review ' j/ 35030 SE Douglas Street, Suite 210 i 9noqualmie, WA 98065-9266FILE 206-296-6600 TTY Relay: 711 q For alternate formats, call 206-296-6600. www.kingcounty.gov ! q •C This certificate provides the Public Health Seattle& King County Department and the Department of g C Permitting and Environmental Review with information necessary to evaluate development proposals. 0 i Do not write in this box Number Name ❑ ilding Permit 1=1 Preliminary Plat or PUD ,/[ Short Subdivision ❑ Rezone or other: ✓Applicant's name: V h�jCr�[•y � (�1 1 11 6 V Proposed use: � C ���! LA-�' p� L6` v / t✓ Location(attach map and legal descri i if necessary• Water purveyor information: 1. 4 a. Watei can be provided by service connection only to an existing y-wC,E.} ty 'i. (size)water main that is +/— (U feet from the site. OR ❑ b. Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and/or ❑ (2) The construction of a distribution system on the site; and/or ❑ (3) Other(describe): / 2. 0 a. The water system is in conformance with a County approved water comprehensive plan. OR ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) t/3. 41 a. The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board(BRB)approval will be necessary to provide service. ✓4. .0 a. Water is or will be availabl at he rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant -t-� feet from the building/property(or as marked on the attached map): Rate of flow at Peak Demand: ['less than 500 gpm(approx. gpm) ❑500 to 999 gpm $13 1000 gpm or more ❑flow test of gpm I=I calculation of [7 Qf*�T��D Duration: I=1 less than 1 hour ❑1 hour to 2 hours �2 hours or more Other: R�-l. •( (Note: Commercial building permits which include multifamily structures require flow test or calculation.) OR El b. Water system is not capable of providing fire flow. APR 6 2014 ✓5. IR a. Water system has certificates of water rights or water right claims sufficient to provide service. OR CIiY OF FEDEP L El b. Water system does not currently have necessary water rights or water right claimr/ .. �Y Comments/conditions: W -l=�iz-SoQ-Q(ce INNc-C7� Par' . CD,� I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT &LL KiEusc (`-) Agency name Signatory na e & 1>�c.H. i 4 3 Title Signature p► to 3 Date Highest Elevation of Property ZJ S7I e0 Min. (t 3 16 In Pressure zone; p y , Est. Pressure psi t_._...____..._._..._...__. Lowest __..............................................._._._...._.........__._._._._..__.._......._.._........................._.........._...................................__..........................................._Max:..........:._. The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. 1- ,...,....�..w.i...:' _.___ ..ax44 ...AJ.•+<l:.'Tui/+t.++ss3E'ww:..3_.c., ._ _,._._._ i�.i _ 5 WaterAvailabilityFORM.doc b-cert-water.pdf W04 11/09/2012 Page 1 of 1 71 • • -• e Development Engineering 1a�aven U,ILITy DISTRICT Water Availability Map Water main Water service lines Hydrants 11 1 Lot 1 FIDE SW 297TH ST +1- 10 Feet +1- 40 Feet :' -' ) cn co Z i W Ci) i 1 0 ----A, CI I NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. Return Address: City of Federal Way I III 111 111 111111 II • Attn: Becky Chapin, Associate Planner 33325 8`h Avenue South 20160913000533 Federal Way, WA 98003-6325 VITALLY PIEKHO MISC 74.00 PAGE-001 OF 002 09/13/2016 13:52 KING COUNTY, WA EXHIBIT 2 LICENSE Grantor(s): VITALLY AND IRINA PIEKHOTIN, Owners Grantee(s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description(abbreviated): Lot 9, Redondo Highlands, No. 5. Assessor's Tax Parcel ID#(s): 720531-0090 The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows: LOT 9, REDONDO HIGHLANDS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 89 OF PLATS,PAGE 39, RECORDS OF KING COUNTY, WASHINGTON; SITUATED IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINTION. ("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the City's agents, employees, contractors, or representatives to enter upon the Property to inspect the construction or maintenance of improvements, the performance of work, or to allow the City to perform any necessary maintenance or work, all pursuant to that certain Cash Security Agreement of even date entered into between the City and Vitaliy and Irina Piekhotin, together with their successors and assigns, and incorporated herein by this reference. [Signature Page Follows] 0 411P DATED this 1 ;kik day of �t, ; CC 0/1\7 1/ ,20 tli) . Vitaliy 'iekhotin(Owner) • ' iekh in(Owner) STATE OF WASHINGTON ) ) ss. COUNTY OF kii GALS ) On this day personally appeared before me, \J t�m.I.l l,�^ -k 'I 1"1A G1 1 ("` �,,-,,, l^,to me known to be the individuals described in and who executed the f)regoing instrument, and on oath swore that they executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. `\\,,\.\\\\A'aly&N my hand and official seal this ��� day of v.A 2 ' , 201. ��E.NAARs6,I'1�� l ri �;b �,, \g4, EXp/./0 i,'� /// Notary's signature ��o��,l ); ,�/ iW ? 0 k FN•+. i -F� w s c = ' - Z Notary's printed name ,`;� ', \. 1,0cr � r " )A crorckc�l Notary Public in and for the State of Washington. �i/ 1 1'OWPS + � My commission expires t) 7/ V 1 '�✓t 11 I/,iir, ,, ..$11\11\N:07% XVw MOT19 11VI-L ,e9'0 ZZ9'99Z - 1NIOcAaiw -�002l SZ'99Z = 1NlOcJC11W -�OOJ XVA SZ'9�Z '1'9'V ,GG * f7t7G Ivioi + !E9'-bzZ S> CI W1 91�]) 01�'LZZ=Z/ GL't�S b=S9' bZZ+9G'GZZ 3 (21KJ21) OG17!EZ S + t9G'GZZ 'AAICI S> 9 (JL�9�) 109 ZSZ=Z/ 109 SOS 09 !ESZ+,00 ZSZ `d (iN0?-4) 'A;]TI X 1N;WO]S 5NOiivd nmvD J9`d rD ' I � �1- 109'ZSZ lot- 'LZZ %9' 1 1 = 15V(�;InO9 iM 1 -7Z`!�Z = Jol 66L`Z = Wi0i 9Z!p = olivj Cllw-�G ip99` i = iGnoN 9 S = /WffiN bM/XV/V\]A I21 a :GNojivl nmvD Gnow,�g im 0600-T£SOZL# la:)aed £Z086 VM 'AeM Ieaapa� Iligdn opuopa� 13�:J1S gIL6Z,'M'S T m fu C Y � i i 1 �U GC tt U oqt OL t