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11-104678City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: BENSON/SANFORD Project Address: 3006 SW 300TH PL Building Single Family Permit #: 11-104678-00-S F Inspection Request Line: (253) 835-3050 .zero Parcel Number: 416660 0200 Project Description: REM - Replacement of all windows, some plumbing repair & replacement of sliding doors with French doors. . Ownr Applicant Contractor Lender MIKE SANDFORD MIKE SANDFORD 3006 SW 300TH PL SHEILA BENSON 3006 SW 300TH PL FEDERAL WAY WA 98023 3006 SW 300TH PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 Census Category: 434 - Residential alt/add - no a in nu e~ of units Includes: #1 # #4 Occupancy Class: Owl WZ I _4F Construction Type: Occupancy Load: Floor Areas . ft. 0 0 0 0 New / Additional Sq. Feet - 3rd Floor..............New / Additional Sq. Feet - Basement ................... 0 Mechanical to be Included? .................................... Plumbing to be Included? .......... :............................ Yes. Bathtubs ............................O)t7 ing Fixtures................ 1 Sinks............................................... 1 CONDITIONS: NOTE: Engiri��7ed for 2nd floor sliding glass door replacement - no work to be continued on this portion prior to st tgineering submittal -and approval. Subject to fie4Mspe%4on with plans. PERMIT EXPIRES Saturday, May 19, 2012 Permit Issued on Monday, November 21, 2011 I hereby c Ify that the above information is correct and that the construction on the above described property and the occu ncy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owne or agent: Date: 1 I za l CRY OF Federal Way PERMIT #: Project: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 11 -104678 -00 -SF Address: 3006 SW 300TH PL MIKE SANDFORD FEDERAL WAY, WA 98023-2327 Scheduled inspections may be failed if this card is not on-site. 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 not be covered until it is approved. Check 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. E] SWM Precon Site Mtg (4400) Initial Erosion Control (4365) Floor Sheathing (4105) Plumbing Groundwork (4190) Approved Approved By To be done prior to breaking ground By Approved to cover By Date By Date By Date E] Underfloor Framing (4285) E] Floor Sheathing (4105) Approved Shear Walls (4245) By Approved to sheath floor By Date Approved to install flooring By Date Approved to install siding By Date By Date By Date Roof Sheathing (4220) E] Rough Plumbing (4230) E] Fire/Draft Stops (4095) Approved to install roofing Approved Approved By Date By G s Date _ 9_ By Date Interim Erosion Control (4370) Approved By Date Insulation (4150) Approved to install wallboard By Date Prior to scheduling a Framing inspection; Electrical, Plumbing & Mechanical Rough -in and Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date Framing (4120) Approved to insulate By Date Final Erosion Control (4375) Approved By Date Final - Plumbing (4075) ❑ Final - Building (4050) Approved Right of Way Approved By Approved By Date Date By Date Framing (4120) Approved to insulate By Date Final Erosion Control (4375) Approved By Date Rough Electrical Approved1:1 Final Electrical Approved Right of Way Approved By Date By Date By Date BEYLER CONSULTING Project Location: STRUCTURAL CALCULATIONS Prepared By Landon C. Beyler 10314 100" St SW Lakewood, WA 98498 (253) 301-4157 (Job #11-104) Prepared For Ni Mike Sanford 3006 SW 300th Place Federal Way, WA 98023 FILE 3006 SW 300th Place, Federal Way WA Project Description: Provide Gravity Analysis of new beam replacing existing header to upstairs bedroom for door and windows looking out toward Puget Sound. New header and loading path is sufficient. Date: Applicable Codes: Jurisdiction: Design Loads: CONTACT phone: 253-380-2958 fax: 253-582-5694 landon@beylerconsulting.com beylerconsulting.com OFFICE 10314 100th St. SW Lakewood, WA 98498 Plan. Design. Manage. CIVIL ENGINEERING I LAND PLANNING � FEASIBILITY PROJECT MANAGEMENT I PERMIT EXPEDITING November 22, 2011 2009 IRC/IBC Federal Way, WA Roof Dead Load - 15 PSF Live Load - 40 PSF Snow Load - 25 PSF 1500 PSF Soil Bearing (assumed) 11-104678 RESUBMITTED NOV 2 2 2011 CITY OF FEDERAL WAY CDS c' BEYLER CONSULTING CONTACT phone: 253-380-2958 fax: 253-582-5694 OFFICE landon@beylerconsulting.com 10314100th St. SW beylerconsulting.com Lakewood, WA 98498 Plan. Design. Manage. CIVIL ENGINEERING I LAND PLANNING I FEASIBILITY PROJECT MANAGEMENT I PERMIT EXPEDITING PROJECT _MAIF,M-Q SUBJECT Ayit IN 1ICApf-e- BY ADDRESS DATE ;1-22-1t PROJECT No. I/- % PHONE FAX VJ PAGE L OF V1 CALCULATIONS ❑ FAX ❑ MEMORANDUM ❑ MEETING MINUTES 0 TELEPHONE MEMO r i O V' i H NEW IV -APL - l i HA FkA ��ZC f� I r Z 'v Y1 I 3i z" F Jo j0�; �X S -i I N PROJECT _MAIF,M-Q SUBJECT Ayit IN 1ICApf-e- BY ADDRESS DATE ;1-22-1t PROJECT No. I/- % PHONE FAX VJ PAGE L OF V1 CALCULATIONS ❑ FAX ❑ MEMORANDUM ❑ MEETING MINUTES 0 TELEPHONE MEMO ■ Forte JOS SUMMARY REPORT software 11-104 Beam Calcs.4te 01: Level Job Notes Landon Beyler Member Name Results Current 5olutbn Comments Roof: Ridge Beam Passed 1 Rece(S) 5 1/2" x 10 1/2" 24F -V4 DF Glulam Wall: Header Passed 1 Plece(s) 3 1/2" x 117/8' 24F -V4 DF Glulam Wall: Header, Option Passed I 1 Pieces) 3 1/2" x 117/8" 2.0E Parallamp PSL Forte Software Operator Job Notes Landon Beyler Mike Sanford Beyler Consulting 3006 SW 300th Place (253) 380-2958 Federal Way, WA 98023 landon@heylerconsulting.com 206-383-2815 11/22/2011 7:44:05 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 11-104 Beam Calcs.4te Page 1 of 4 S�� Forte MEMBER REPORT Level, Roof., Ridge Beam PASSED Software 1 piece(s) 5 1/2" x 101/2" 24F -V4 DF Glulam Overall Length: 114"S" IT 10" 0 All Dimensions Are Florizontal;Drawing Is Conceptual �E; Design Results AcmM a Location Adovved Resuk LDP toad: combination (vaeeem) Member Reaction (Ibs) 404202' 12031 Passed (34%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3388 @ 1'2" 11733 Passed (29%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 139010 T 21/2" 23244 Passed (60%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.317 @ T 2 1/2" 0.469 Passed (L/534) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.520 @ T 2 1/2" 1 0.704 Passed (L/325) 1.0 D + 1.0 S (All Spans) Deflection criterla: LL (L/360) and TL (L/240). Bracing (Lu): Al compression edges (top and bottom) must be braced at 14' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 1". • The effects of positive or negative camber have not been accounted for when calculating deflection, The specified glulam is assumed to have its strong laminations at the bottom of the beam. Instal with proper side up as indicated by the manufacturer. Applicable calculation are based on NDS 2005 metlhodology. • Blocking Panels are assumed to carry no loads applied directly above them and the fns bad is applied to the member being designed. Loads Location Bt -ft Loads to supports (Its) suppo1'ts Toth Avaiiatie Required Dead snow Totsi Accenodes L - Stud wall - DF 3.50" 3.50" 1.50" 1579 2463 4042 Libcdng 1 I - Stud wall - DF 3.50"__3.50" 1.50" 1579 2463 4042 Blo&J g • Blocking Panels are assumed to carry no loads applied directly above them and the fns bad is applied to the member being designed. Loads Location Tributary WIM Dead (0.90) snow (1.1s) Canments 1 - UnifomXPSF) 0 to 14'5" 13'8" 15.0 25.0 snow Member Nous :xWN Member Analyzed only to determine point bad on subject header above new french door and windows (LEVEL Notes Level warrants that the sizing of Its products will be In accordance with !Level product design criteria and publshed design values. (Level expressly disdains any >tiw warranties related to the software. Refer to anent rLevel literature for Installation details. (www.iLevel.com) Accessories (Rim Board, Blocdng Panels and ;quash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the huthority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. iLevel woducts manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. rhe product applkatbn, Input design bads, dimensions and support Infamhatlon have been provided by Landon Beller Forte Software Operator Job Notes i Landon Beyler Mike Sanford Beyler Consulting 3006 SW 300th Place (253) 380-2958 Federal Way, WA 98023 landor)@beylerconsulting.com 206-383-2815 System : Roof Member Type : Flush Beam BWdhg Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 1 SUSTAINABLE FORESTRY INITIATIVE 11 /22/2011 7:44:05 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 11-104 Beam Calcs.4fe Page 2 of 4 • Forte MEMBER REPORT Level, Wall: Header software 1 plece(s) 3 1/2" x 117/8" 24F -V4 DF Glulam 0 Overall Length: 13'2' 19 All Dimensions Are Horizontal;Drawing is Conceptual 0 0 Design Results Actual a Location Allowed Result LIN Load: Combination (Pattern) Member Reaction (lbs) 2485 0 3 1/2" 10938 Passed (23%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2414 0 V4 7/8" 8444 Passed (29%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 13647 0 6' 2" 18920 Passed (72%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Deft. (in) 0.216 0 V 5 7/8" 0.419 Passed (L/700) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.360 0 65 15/16" 1 0.629 1 Passed (1.1419) 1 -- 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (L/24D). • Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 2" o/c unless detailed otherwise. Proper attachment and positioning of latus bracing is required to achieve member stability. Critloal positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 12' 7". The effects of positive or negative camber have not been accounted for when calculating defection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 metlrodology. lesrMrp Loads to Supports (los) Sulljlorb Total Available Required Dead Snow Total Accessories I - Plate - DF 5.00" 5.00" 1.50" 1007 1478 2485 None 2 - Plate - DF 5.00" F 5.00" 1.50" 902 1315 2217 None ILEVEL Notes Level warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any Muer warranties related to the software. Refer to current ILevel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and quash Blocks) are not designed by this software. Use of this software is not mtended to circumvent the need for a design professional as determined by the i u#xwtty having jurisdiction. The designer of retard, bucker or framer Is responsible to assure that this calculation is compatible with the overall project. ile vel roducts manufactured at Weyerhaeuser facilities are third -party catfled to sustainable forestry standards. he product aMi atlon, input design loads, dimensions and support information have been provided by Landon Beyler Forte Software Operator Job Notes Trbuwy Dead Snow 3006 SW 300th Place Loafs Location Wk1Ur (0.90) (Lis) cmmruents Snow - Conservative load as this 1 - Unffw*PSF) 0 to 13'2" 1' 15.0 25.0 wall does not have a real uniform roof load on it. 2 - Point(lb) 62" N/A 1579 2463 Linked from: Roof' Ridge Beam' 2 ILEVEL Notes Level warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any Muer warranties related to the software. Refer to current ILevel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and quash Blocks) are not designed by this software. Use of this software is not mtended to circumvent the need for a design professional as determined by the i u#xwtty having jurisdiction. The designer of retard, bucker or framer Is responsible to assure that this calculation is compatible with the overall project. ile vel roducts manufactured at Weyerhaeuser facilities are third -party catfled to sustainable forestry standards. he product aMi atlon, input design loads, dimensions and support information have been provided by Landon Beyler Forte Software Operator Job Notes !i Landon Beyler Me Sanford Beyler Consulting 3006 SW 300th Place (253) 380-2958 Federal Way, WA 98023 landor;@bevlerconsulting.com 206-383-2815 PASSED System : Wall Member Type: Header Building Use : Residential Building Code : IBC Design Methodology : ASD T SUSTAINABLE FORESTRY INITIATIVE 11 /22/2011 7:44:06 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 11-104 Beam Calcs.4te Page 3 of 4 5`6 Fort@ MEMBER REPORT Level, Wall. • Header, Option software 1 pleoe(s) 3 1/2" x 117/8" 2.0E Parallam® PSL 0 Overaa Length: 1 T 2" 17 4" 19 All Dimensions Are Morizontal;Drawing is Conceptual 0 Design Results Actual 0 Location Allowed limit LDF Land: Combination (Patten) Member Reaction (Ibs) 2504 0 3 1/2" 10938 Passed (23%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2429 @ 1'4 7/8" 9241 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 13703 0 6' 2" 22888 Passed (60%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.216 @ 6' 2" 0.419 Passed (L/698) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.363 0 6'2" 0.629 Passed (L/416) -- 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (1.1240). Bracing (Lu): AN compression edges (top and bottom) must be braced at IT 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bond" Loads to supporta (bs) suppollu Tofsl AveNable Required Dead Snow Total Accessories 1- Plate - DF 5.00" 5.00" 1.50" 1026 1478 2504 Nape 2 - Plate - DF 5.00" 1 5.00" 1.50" 921 1315 2236 None (LEVEL Notes Level warrants that the sting of Its products will he in accordance with iLevel product design criteria and putlilshed design values. (Level expressly, disclaims any *w warranties related to the software. Refer to current (Level IRerature for Installation details. (www.lLevel.corn) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the ru#Kx ty having jurisdktbn. The designer of record, builder or Kamer Is responsible to assure that this calculation Is compatible with the overall project lLevel products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product appkabon, input design loads, dimensions and support Information have been provided by Landon Beyler j Forte Software Operator Job Notes Trbutary Dead Snow 3006 SW 300th Place Loads Locution Widtlr (0.90) (1.35) Cornmenbr Snow - Conservative bad as this 1 - UnifomgPSF) 0 to 13' 2" 1' 15.0 25.0 wall does not have a real uniform roof bad on it. 2 - Point(Ib) 6' z" N/A 1579 2463 Linked from: Rod' Ridge Beam, 2 (LEVEL Notes Level warrants that the sting of Its products will he in accordance with iLevel product design criteria and putlilshed design values. (Level expressly, disclaims any *w warranties related to the software. Refer to current (Level IRerature for Installation details. (www.lLevel.corn) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the ru#Kx ty having jurisdktbn. The designer of record, builder or Kamer Is responsible to assure that this calculation Is compatible with the overall project lLevel products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product appkabon, input design loads, dimensions and support Information have been provided by Landon Beyler j Forte Software Operator Job Notes Landon Beyler Mike Sanford Beyler Consulting 3006 SW 300th Place (253) 380-2958 Federal Way, WA 98023 landon@beylerconsulting.com 206-383-2815 PASSED System : wall Member Type: Header Building Use: Residential Building Code : IBC Design Methodology : ASD AR SUSTAINABLE FORESTRY INITIATIVE 11/22/2011 7:44:07 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 11-104 Beam Calcs.4te Page 4 of 4 �E>/6 I OF � Federal Way 0 RES U B M DENT OF COMMUNITY DEVELOPMENT SERVICES 33325 a Avenue South Federal Way, WA 98003-6325 NOV Qi 2011 253-835-2607; Fax 253-835-2609 www.citvot%deralway.com CITY OF FEDERAL WAY CDS RESUBMITTAL INFORMATION This completed form /!MUST accompany all resubmina/s "*Please note. Addifiona/orrev/sed pians ordocunwnts foran active project ml/notbe accepted unless accompanied by this caomp/eted harm. MaAW resubmitta/s that do not indude fhis fcrm or# at do not contain the coirea number ofcgAW wt/i be returned or discarded. You are arxwwnaged to su&W a// Items in person and to contact Me Permit Counterpnor to submitting ifyou are rot sure about Me numberofc4oles required. "" MYaMNWS r0WA*WGSIMUSTBECL0UDM lI -f0.4%7-- _00 &r - Project Number: _ Project Address: 3006,. 5 k/ 3 00-1 IN P I --RESUBMITTED ITEMS: # of Copies'" Datelled Description of teem 5 UST R LC 1 Qq\� ' Always submit ft same number of copies as required foryour intra/ application.** Resubmittal Requested by: Letter Dated: i ! Bulletin #129— January 1, 2011 Page 1 of I k: liandoutsWesubmittal Information MY Federal �,��// �� PE MIT COMMUAM 53-835 607 F OP2 3NSERCCAT I O N ww wxityoffederalwau. cIM ev "t _.,r.i Off' rp5 L0 SF F CO ME L DE EN FP V � � i SITE ADDRESS C SUITEMNIT # �3� �VJy F 1 �. WA 9 �'J PROJECT VAIMMON�+ aOO 0 l.) ZONING ASSESSOR'S TAWARCEL # - TYPE OF PERMIT .X BUII MING Vt PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT (Tenant Name/Homeowner Last Name) PROJECT DESCRIPTION Detculed description of work to SEEiRC W1 W ' P L rJ Z-0 PIPE. L� J (;, r hl Q < REFL-. S (� F'( -,'Y-7 be included on 11tis permit only 1i.../ Q 1 P , " PROPERTY OWNER NAM r BE I'll SD fl! i\1 FORD PRLtARY PHONE )06 3 • t- MAHING ADDRESS S. \ l �-' P 1 rWAM_ r,' ,., k,> CITY STATE MP NAME ^w'^ PHGNE CONTRACTOR CTTY STATE MP FAX WA STATE CON'TRACTOR'S TICffiBE # EEPIRAT[ON DATE FEDERAL WAY BUSINESS LICENSE # NH rJ30N r1 KE sA jFO PHONE A66 Via; ALAU`_M'r/G��ADDRESS F-WAM APPLICANT Cl'1'Y STATE T7 PROJECT CONTACT ffhe individual to recefve and NAME PRONE � MAUMG ADDS ` �'a7 ? o - 0 $c` R i�,!ry respond to all correspondence concerning ttus application) CUT (� r � 1 S�T.A1TE Wf) ZIP '7 a © FAX ALTERNATE CONTACT NAME: PHONE E -MAD. PROJECT FINANCING NAME OWNER -FINANCED Required value of $5,000 or more MAUJNG ADDRESS, CITY. STAT& ZIP PHONE t2CW 19.27.09N I certVy under penalty of perjury that I am the property owner or authorised agent of the property owner. I certify that to the best of my knowledge, the irlfonnatwn submitted in support of this permit application is true and correct. I ceriVy that I will comply with all applicable City of Federal Way regulations pertaining to the nark authorised by the issuance of a permit. I understand that the issuance 4f this permit does not nemoue 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 Wry as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such clave), which may be made by any person, including the undersigned, and jiled against the city, but only where such claim arises out of the reliance of the city, including its gfJieers and employees, upon the accuracy of the igformation supplied to the city as apart of this application. SIGNATURE: 1 .^� ` DATE 1162/1) L� `` PRINT NAME: S H F- i L R N S ®CV (ti► l k EA ti F©C'�D Bulletin #100 — January 1, 2011 Page 1 of 3 Uliandouts\Pemnit Application 1'- �, A`` r -N Indicate how many of each typi BATHTUBS w 7%.b/sh— combo DISHWASHERS DRAINS DRINKING FOUNTAINS HOSE BIBBS I't L%MING R ;fixture to be installed or relocated as IAVS (Hazed shy) _ RAINWATER SYSTEMS _ SHOWERS _ SINKS pard—/Huucyl — SUMPS as f this project. Do not include TOILETS _ URINALS _ VACUUM BREAKERS WATER HEATERS (i;ledic) WASHING MACHINES x(sthgffixtures to remain. WATER PIPING OTHER (Describe) TOTAL. FI%TL)RES GENERAL LwomAnox MwHANICAL FIXTURES WATER PURVEYOR SEWER PORVEYOR VALUE OF MECHANICAL Wdlt>E (a copy of bid or estimate Indicate how many of each type of f fixture to or relocated as ject. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER SERTS lid m�—il BOILERS �� FURNACES HOT WATER lcay COMPRESSORS �_ GAS LOG SETS REFRIGERATION S -.,, DU GAS PIPING WOODSTOVES Indicate how many of each typi BATHTUBS w 7%.b/sh— combo DISHWASHERS DRAINS DRINKING FOUNTAINS HOSE BIBBS I't L%MING R ;fixture to be installed or relocated as IAVS (Hazed shy) _ RAINWATER SYSTEMS _ SHOWERS _ SINKS pard—/Huucyl — SUMPS as f this project. Do not include TOILETS _ URINALS _ VACUUM BREAKERS WATER HEATERS (i;ledic) WASHING MACHINES x(sthgffixtures to remain. WATER PIPING OTHER (Describe) TOTAL. FI%TL)RES GENERAL LwomAnox CRIITCAL AREAS OF PROPERTY? WATER PURVEYOR SEWER PORVEYOR VALUE OF EXISTING DEPROVICRIENTS EXISTING iACt�r,C� us i -(� LAkHA'� $ EE18T KG/PFJMMS USE LOT SM" (Iia So-- FeeQ EXISTING I= SPRIN]DAR SYSTESM? PROPOSED FIRE SUPPRESSION SYSTEM? ADDITION FIRST FLOOR (or Mobile Horne) ❑ Yesx No ❑ Yes .e No 1 j r` SECOND FLOOR AREA DESCRIPTION RESIDENT AREA DESCRIPTIONinreiea L - ' NEw, oR ADi room Occupancy Group(s) AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT _ ADDITION FIRST FLOOR (or Mobile Horne) SECOND FLOOR AREA DESCRIPTION Area in Square Feet Occupancy Gran%-) Construction COVERED ENTRY Additional Information TOTAL BuuA= i DECK TENANT AREA ONLY GARAGE ❑ CARPORT ❑ PROJECT ARFA ONLY OTHER (describe) Area Totals 7M"L _—. __...... ...... «lowaaMEs ONLY" ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL--NI&W ADDMOx AREA DESCRIPTIONinreiea Feet Occupancy Group(s) Construction TypeNzwBunAmw Of Stories Additional Information ` ADDITION COM14t MCtAL - REMODEIfMANT bVRoVUMNt'S AREA DESCRIPTION Area in Square Feet Occupancy Gran%-) Construction # of Stories Additional Information TOTAL BuuA= i TENANT AREA ONLY PROJECT ARFA ONLY Bulletin #100 - January 1, 2011 Page 2 of 3 k:\Handouts\Permit Application 14 oL x vis'"i PoT'y. ?,Z) P f.D�-=0 --"F .D FILE 0 �y Date 1�1 RECEIVED - m ( D p N 6 0 � J \ O Q � U NOV 2I20`1 Jz`D'CD �o CITY OF FEDERAL WAY O o Q CDS Ex I -T 1 t� G p P -In p 0 3 F- D 0 p E r.5 I r,) S, S ^00 POZIT-f- 1* r;> 6 C C> ri T i DE (-Y���L���•-�.�-� O `-_i--l-�,--..,�-�r �-r\ A -+ky-�j -'c3 r, P-cy" C�it_.iiS� (SEE- D I FrN