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21401 72ND AVE W.PDFiiiiiiiiii lill 15664 21401 72ND AVE W of EDAf A CITY OF EDMONDS PHONE: (425) 77.1-0220 - FAX: (425) 771-0221 1215TH AVENUE NORTH -EDMONDS, WA 98020 Parcel No: 00580700002208 PROPERTY OWNER APPLICANT COII'I'AAC'I'*A PREMIER ORTHb IC GROUP - EDMONDS FIRST WESTERN DEVELOPMENT SRVS. PENNON CONSTRUCTION CO INC MEDICAL SCOTTSHANKS 5303 1 St Ave South Ste 100 8129 LAKE BALLINGER WAY 8129 LAKE BALLINGER WAY Seattle, WA 98108 EDMONDS, WA 98026 EDMONDS, WA 98026 (425) 329-0848 (425) 329-0848 (206) 418-0235 LICENSE#: PENNOCC013Q3 EXP:6/3/2012 .1110,13 DESCYIPTION TENANT IMPROVEMENT FOR A MEDICAL CLINIC. WORK WILL INCLUDE EXAM ROOMS, BUSINESS AREAS, THREE OPERATING ROOMS, MRI, PHYSICAL THERAPY, AND WAITING AREAS. MECHANICAL AND PLUMBING INCLUDED. VALUATION: $748,821.44 PERMIT TYPE: Commercial PERMIT GROUP: 71 - Tenant Improvement GRADING: N CYDS: 0. TYPE OF CONSTRUCTION: II-B RETAINING WALL ROCKERY: N OCCUPANT GROUP: B OCCUPANT LOAD: 286 NA no FENCE: N ( 0 X 0 Fr.) CODE: 09 Am 0 sm I OTHER: N -----OTHER DESC: ZONE: CG 2 I NUMBER OF STORJES: 0 VESTED DATE NUMBER OF DWELLING UNITS: 0 AREA EXISTING AREA BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 PROPOSED 1 BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 13RD FLOOR: 26146 GARAGE: 0 DECK: 0 OTHER: 0 13R.D FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONTSETBACK SIDE SETBACK REARSETBACK REQUIRED: See Below PROPOSED: QUIRED: PROPOSED: �R�EUIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: ' I SETBACK NOTES: Tenant improvement for interior changes only, so no change proposed to setbacks and height approved under BLD20110815. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,'NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF T14E STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS AULICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISIHER DEPUTY4NDNLL FEES ARE PAID. I � # j , -ow V� I P '0 inature Print Name Date Released By — z I'/ _� ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 109/ IBC 110/ IRC I 10. ONLINE APPLICANT ASSESSOR OTHER STATUS: ISSUED BLD20110816 CONDITIONS • If visible from 72nd Ave. W,-the rooftop equipment shall be screened from view or painted to match the building in a color approved by the Planning Division. • Final Locations of illuminated exit signs & emergency lighting subject to field inspection by the Building Inspector and Fire Marshal. • Separate Permit Required For: Shell and Core permit 2011-0815. See separate permits listed under shell permit. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thdjob card for all required City inspections including final project approval and final occupancy inspections. • Any request for altemate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested.in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification.' Pursuant to UPC 668 a pressure regulator valve (PRV) shall be installed near the water shutoff. e Sound/Noise . originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00prn on weekdays and 10:00arn and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has. been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this pen -nit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City s ability to enforce any ordinance provision. • Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. I INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I BUILDING (425) 77.1-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 1 PUBLIC WORKS (425) 71-0235 PRE-TREATMENT (425) 672-5755 RECYCLING (425) 275-4801 When calling for an inspection please leave'the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. B-Plumb Ground Work B-Plumb Rough In • B-Gas Test/Pipe • B-Mechanical Rough In • B-Curb Attachments • B-Duct Seal 0 B-Refrigeration Lines B-Hydronics B-Ceiling Grid B-Fire Stopping B-Framing B-Sheetrock Nail B-Plumbing Final • B-Mechanical Final • B-Building Final • F-Fire Safety and Evacuation Plan • F-Fire Final P-Planning Final DEPARTMENT OF BUILDINGS Adkh� A1Il116.Akkj1kL PER International Building Code Section ji nd At: 21401 72 Ave W. Edmonds Building.Permit;#:' BLD20110815 & BLD20110816 Occupancy established by this Certificate: Dwelling Units: N/A B/S 1/S-2 Construction: 11-B Maximum1,,OccUi3a6t'1bbAd, ker G 1004) No. Stories: 3 Basement: No 4A ALLC ""'-'81A"�,ak0 a Building Owner: Edmonds Medical Bidd'. ss5dd- I "OF Whe Vr- AM � F'e' 9 i.t L lb"'llinger Way, Edmonds, WA 98026 'y THE Premier Orthopedic Group HAV-�16ELN�'INS�,OtCTEDIVAA'KN'rD'*;A��P�PgR.'�OWVED�eA�',�&CikP . ING WITH THE REQUIREMENTS.OF THE 2009 EDITION OF THE INTERNATIONAL BUII-DING6�6ii�g�rA-�ADOO�Et*D-"'B-Y--�.'T�,H..-.E'�C�';I:.�'T,��'Y.-'�,'F"-0'.R�.�f,'TH'.-F-,'-.G-ROIIP AND DIVISION OF OCCUPANCYAND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS de-ASSIF,11). -o 'MR t , h Issued this 4-dAV-0--filied r.42012 t I , 7 CHIEF BUILDING OFFICIAL BY: This certificate shall be posted In a conspicuous public area and shall not be removed, mutilved or o red and shall be maintained In legible condition at all times. Any change of occupancy or use requires a building permit and a new Certificate of Occupancy Issued by the City of Edmonds Building Official. 00, (b rb (b (b (b (b (b d) (b 11) (b (b (b (b (b (b dNIi (h (h (b (h (b (h (h (b (b (h (h f1h 11) V th (b dF C POLLAPM cum% � 11 0 JAI �O' j4-C ZONING CG2 ale 'a Ic TACK IN rplap. LSO . 4* PLUrj Mil —F'"N '8848'25" W 'T' I NW PARCEL Q 3400 GQ4rr (V*UD ZCHN& ow 0 0 N88 44'1 5"W 1'4.45' /Z z V/ 9040" @moo N 88'48'25" W 324.00' 304,00' 4' 20' PARCEL-FU'Br PARCEL 5 CON\?EYED FROM JA.ICEW, TO PARCEL C %, a. 0) 0) +69' NEW LOT LINE wo ixnmxxw 1PRE11O Cum "r. STAND Md" 00"" B.190M VA.M 231.57' 55.15- N 88*44'15" IN 251.57' ELECTRICAL DIST. EASEMENT A.F. NO. 2294928 q� v V�3 ZONING CG2 AP ROVED BY LANNING Comer Zone—CGr _Nq Fla 6 1koirls JpQ,- Setbacks Required Act I -";�r Front Sides Ato r-h- _6=, Rear 0z--v%94i 14 Q)REFERENCE SITE PLAN Other 2�� N-Qo,r-oved Ltmd;�70 -- 6F%-fm000m-'M + Heig060 0 w ht ps:E:mA- % R EF C E 9 V' E 0 CITY Go SEP 26 20ii DEVELOPMENITSERVICES CTR- CITY-OF EDMONDS 01F EQ4f Inspection. Comments BLD20110816 71 - Tenant Improvement Applied: 09/26/2011 Issued: 01/12/2012 Expires: 01/12/2013 Address: 21401 72ND AVE W, EDMONDS INSPECTION P 0 1120 - B-'Plumb Ground iv-�ik- 02/13/2012 LAW- ER PAR Comment: Groundwork east trench gridlines 3-(10') past 6 1120 - B-Plumb Ground Work 02/15/2012 LAWLER PAR Comment: West trench GL 3-12'past 6 1120 - B-Plumb Ground Work 02/21/2012 LAWLER PAR Comment: DWV line 71 C to G 1120 -� B-Plumb Ground Work 02/24/2012 LAWLER COM Comment: Oil/Water separator 1120 - B-Plumb Ground Work 02/29/2012 LAWLER PAR Comment: Partial to sprinkler riser room 1120 - B-Plumb Ground Work 08/15/2012 LAWLER CIVIP Comment: 1124 - B-Refrigeration Line Test 11/08/2012 LAWLER CIVIP Comment: 1126 - B-Plumb Rough In 12/1312011 MCCONNELL Com Comment: Inspection includes floor drains with oil/water separator and connection to sanitary sewer.. 1126 - B-Plumb Rough In 07/1312012 LAWLER PAR Comment: Zone 1 and rooms 326,7,8 1126 - B-Plumb Rough In 07/26/2012 LAWLER PAR Comment: PT zone level 2 and 3 1126 - B-Plumb Rough In 08/13/2012 LAWLER COM Comment: All DWV and water for level III, except recovery and OR zone 1126 - B-Plumb Rough In 10/3V2012 LAWLER CIVIP Comment: 1128 - B-Gas Test/Pipe 08/23/2012 LAWLER PAR Comment:. Both gas and diesel lines 1128 - B-Gas Test/Pipe 08/29/2012 LAWLER PAR Comment: N.20 and 02 at 150 psi, vacuum at 60 psi 1128 - B-Gas Test/Pipe 08/30/2012 LAWLER CIVIP Comment: All med gas, vacuum, and air held test 1128 - B-Gas Test/Pipe 10/31/2012 LAWLER CMP Comment: 1130 - B-Me.chanical Rough In 06/29/2012 LAWLER PAR Comment: RTU 1 curb attachment per Drawing A-27033-5-1 12/7/2012 9:22:47 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 4 f RN §P"ERCY 1 '0 _N: - 1130 - B-Mechanical Rough In 10/31/2012 LAWLER CIVIP Comment: 1132 - B-Curb Attachments 10/31/2012 LAW LER CIVIP Comment: 1133 - B-Duct Seal 07/11/2012 LAWLER PAR Comment: -Zone 1 exam area 1133 - B-Duct Seal 08101/2012 LAWLER PAR Comment: OR area 1133 - B-Duct Seal 08/10/2012 LAWLER PAR Comment: Stair three duct insulation 1133 - B-Duct Seal 08/23/2012 LAWLER PAR Comment: OR HEPA ductwork 1133 - B-Duct Seal 10/31/2012 LAWLER CIVIP Comment: 1134 - B-Refrigeration Lines 08/14/2012 LAWLER PAR Comment: Split system at Second level server room 1134 - B-Refrigeration Lines 10/31/2012 LAWLER CmP. Comment: 1136 - B-Hydronics* 08/13/2012 LAWLER PAR Comment: Level 111, chiller I 1136 - B-Hydronics 10/31/2012 LAWLER CIVIP comment: 1138 - B-Ceiling Grid 09/04/2012 LAWLER COR Comment: Install perimeter wires at all walls, and slack wires on electrical fixtures 11318 - B-Ceiling Grid 09/06/2012 LAWLER COR Comment: Perimeter wires to structure, not just drywall 1138 - B-Ceiling Grid 09/07/2012 LAWLER PAR Comment: Exam zone 1138 - B-Ceiling Grid 09/19/2012 LAWLER PAR Comment: PT, lobby, and Entry. Interior furring framing at MRI room. 1138 - B-Ceiling Grid 09126/2012 LAWLER PAR Comment: Clerestory and stair 1 1138 - B-Ceiling Grid 09/28/2012 LAWLER PAR Comment: Stair one entry complete 1138 - B-Ceiling Grid 10/05/2012 LAWLER COR Comment: Missing perimeter wires multiple locations 1138 - B-Ceiling Grid 10/09/2012 LAWLER PAR Comment: All except third floor lobby and parking level 12/7/2012 9:22:47 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-022Q Page 2 of 4 lN, S P F, 0—IN 1138 -.13-Ceiling Grid 10/30/2012 LAWLER PAR Comment: Third floor lobby 4x4 grid 1138 - B-Celling Grid 11/08/2012 LAWLER PAR Comment: parking strucure 1138 -* B-Ceiling Grid 11/16/2012 LAWLER CIVIP Comment: MRI 1141 - B-Fire Stopping 09/27/2012 LAWLER PAR Comment: Dropped off maintainable bond requirements. from Marie. 1141.- B-Fire Stopping 10/3i/2012 LAWLER CIVIP Comment: 1142 - B-Framing 07/09/2012 LAWLER PAR Comment: Dropped off approved fueling station plans. Generator SOG approved pending special inspectiom 1142 - B-Framing 07/16/2012 LAWLER COR Comment: 1.) fireblock stud cavities with rigid insulation 2.) install top of wall bracing at 8'oc intervals max spacing 1142 - B-Framing 07/19/2012 LAWLER COR Comment: Complete fire blocking with no air spaces 1142 - B-Framing 07/20/2012 LAWLER PAR Comment: Exam Zone 1142 - B-Framing 07/30/2012 LAWLER PAR Comment: PT/Iobby zone cover 1142 - B-Framing 08/2912012 LAWLER PAR Comment: One hour wall firestopping behind furred wall at GL31 1142 - B-Framing 10/31/2012 LAWLER CIVIP Comment: 1150 - B-Sheetrock Nail 07/24/2012 LAWLER PAR Comment: Exam rooms 1150 - B-Sheetrock Nail 07126/2012 LAWLER PAR Comment: completion of exam zone 1150 - B-Sheetrock Nail 08/15/2012 LAWLER PAR Comment: Lead shielding at X-ray room .1150 - B-Sheetrock Nail 08/17/2012 LAWLER PAR Comment: Level* III ACC restroom area 1150 - B-Sheetrock Nail 09/18/2012 MILLERC PAR . Comment: Observed GWB attachment - Stair 1 - ok to cover tape mud - verified fuel station enclosure construction 1150 - B-Sheetrock Nail 10/31/2012 LAWLER CIVIP Comment: 12/7/2012 9:22:47 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 4 0 . . 0 '7�sp:'gc �IqWKIQIV Ali 1152 - B-Plumbing Final 11/08/2012 LAWLER COR Comment: 1.) Install RPBA at ice maker 2.) Complete sink installations 3.) Listing for solids trap 1162 - B-Plumbing Final 1.1/26/2012 LAWLER CMP Comment: 1156 - B-Mechanidal Final 11/14/2012 LAWLER PAR Comment: Just an observation 1156 - B-Mechanical Final 11/26/2012 LAWLER CMP Comment: 1158 - B-Building Final 12/0312012 LAWLER COR Comment: See correction notice 1158 - B-Building Final 12/04/2012 LAWLER CMP Comment: 1950 - F-Fire Safety and Evacuation Plan 12/03/2012 SMITHM CMP Comment: APPROVED 1985 - F-Fire Final 12/03/2012 SMITHM CMP Comment: APPROVED 2000 - P-Planning Final 12/03/2012 MACHUGA CMP Comment: All exterior improvements done under Permit No. BLD20110815. No Planning inspection necessary for the interior improvements under this permit. Planning Division signs off 12/3/12. 12/7/2012 9:22:47 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 . Page 4 of 4 f 4 of ED4 0 -P CITY OF . EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 4""':l So Expiration Date: 4/9/2013 Parcel No: 00580700002208 PROPERTYOWNER APPLICANT CONTRACTOR PREMIER ORTHOPEDIC GROUP - EDMONDS PATRIOT FIRE PROTECTION INC PATRIOT FIRE PROTECTINTNC MEDICAL 2707 70Th Ave E 2707 70Th Ave E PO BOX 27165 Tacoma, WA 98424 Tacoma, WA 98424 SEATTLE, INA 98125 (253) 926-2290 (253) 926-2290 LICENSE #: PATRIFP099CF EXP: 10/5/2012 JOB DESCRIPTION NEW FIRE SPRINKLER SYSTEM. VALUATION: $96,000.00 PERMIT TYPE: Commercial PERM IT GROUP 1 :30 - Fire Sprinkle, CtAj0'MMPL'ETFu GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N 0 X 0 Fr.) CODE: 09 OTHER: N ---OTHER DESC: IZONE: NUMBER OF STORIES: 0 1 VESTED DATE: INUMBER OF DWELLING UNITS: 0 LOT #: EXISTING AREA BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 PROPOSED A14EA ��EMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONT SETBACK SIDE SETBACK REAR SETBACK REQUIRED: PROPOSED: IREQUIR-ED: PROPOSED: �RE ULRED� PROPOSED: HEIGHT ALLOWED:O PROPOSED:O I REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. - THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES AR.E PAID. bvIi& aW� sWilviu fakrfo L4 I :-f I ) -2 �&)* 11-,-�;-102 Print Name Released By ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CER11FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 109/ IBCI 10/ IRCI 10. fligiiw ONLINE APPLICANT ASSESSOR OTHER STATUS: ISSUED BLD20120162 CONDITIONS • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provi sions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages,of whatever nature, arising directly or,indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City s ability to enforce any ordinance provision. I INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS. SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. . PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 PUBLIC WORKS (425).771-0235 PRE-TREATMENT (425) 672-5755 RECYCLING (425) 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether vou prefer mornine or afternoon. • F-Fire Connection Installation • F-Fire Sprinkler Acceptance 0 Inspection Comments 81-1320120162 30 - Fire Sprinkler. Applied: 03/12/2012 Issued.: 04/69/2012 Address: 21401 72ND AVE W, EDMONDS NSPEC' NSPECTION -DATE 1905 - F-Fire Connection Installation 07/16/2012 SMITHM Comment: Valve Cluster, Pipe, Restraints, Thrust Blocks and Bedding Approved 1905 - F-Fire Connection Installation 07/19/2012 SMITHM Comment: Hydro and Flush Approved 1930 - F-Fire Sprinkler Acceptance 07/16/2012 SMITHM Comment: Hydro, Spacing, Bracing and Head location Approved 1930 - F-Fire Sprinkler Acceptance 12/03/2012 SMITHM Comment: System Tested and Accepted I Expires: 04/09/2013 011 1 PAR CMP PAR CMP 12/7/2012 9:20:13 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 1 of ED4f CITY OF EDMONDS PHONE: (425) 771-0220 - FAX: (425) 771-0221 121 5TH AVENUE NORTH - EDMONDS, WA 98020 STATUS: ISSUED 1/27/2012 Expiration Date:'7/27/2012 Parcel No: 00580700002208 PROPE&TV *WNER APPLICA71T C*N'I'&AC'VOR PREmlER oRTHopEbic GROUP - EDMONDS PACIFIC FIRE AND -SECURITY INC PACIFIC FIRE AND SECURITY INC MEDICAL BAKER, JON T BAKER, JON T PO BOX 27165 828 Poplar I'l S 828 Poplar PI S SEATTLE, WA 98125 Seattle, WA 98144 Seattle, WA 98144 (206) 957-0907 (206) 957-0907 LICENSE #: PACIFFS914MF EXP:7/l/2013 JOB DESCRIPTION FIRE ALARM SYSTEM FOR NEW ORTHOPEDIC CLINIC. VALUATION: $0.00 PERMIT TYPE: Commercial PERMIT GROUP: 79 - Fire Alarm 21 GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 Fr.) CODE: 09 OTHER: N ----OTHER DESC: ZONE: I NUMBER OF STORIES: 0 1 VESTED DATE: I NUMBER OF -DWELLING UNITS: 0 LOT #: EXISTING AREA I BASEMENT: 0 1 T FLOOR: 0 2ND FLOOR: 0 ��BASEMENT: PROPOSED AREA 0 1 ST FLOOR: 0 2ND FLOOR: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 —GARAGE. 0 DECK: 0 OTHER: 0 FRONTSETBACK SIDE SETBACK REAR SETBACK REQUIRED: PROPOSED: ��KEQUIR.ED: PROPOSED: I REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION,OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. IS APPLICATION IS NOT XIPERmrr UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISfHER DEPUTY ANLE�J, FEES ARE PAID, t2Cftv1few11vtr.7'f e2-M / �_'— Z,'2-- Siboalluk j Print Name/ I Date Released By - Date v . ATTENTION 0 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 109/ IBC 110/ IRC 110. = ONLINE = APPLICANT = ASSESSOR FM OTHER 0 0 STATUS: ISSUED BLD20110856 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections.including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from thenoise limits of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00prn on weekdays and 10:00am and 6:00prn on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any. City ordinance nor limit in any way the City s ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO 13E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEESi ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME,LIMIT: SEE ECDC 19.00.005(A)(6) I BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 1 I PUBLIC WORKS (425) 771-0235 1 PRE-TREATMENT (425) 672-5755 1 RECYCLING (425) 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being reauested, Contact Name and Phone Number, Date Prefereed, and whether vou Prefer morning or afternoon. 0 F-Fire Alarm System Acceptance 0,F ED Al Inspection Comments BLD20110856 79 - Fire Alarm Appliedt 10/11/2011 Issued: 01/27/2012 Expires: 07/27/2012 Address: 21401 72ND AVE W, EDMONDS ..,DATE ECT R- 1935 F-Fire Alarm System Acceptance 12/03/2012 SMITHM CMP Comment: APPROVED 0 12/7/2012 9:21:50 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 1 Of FD-4 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 /" 4C.011 PHONE: (425) 771-0220 - FAX: (425) 771-0221 . I zgz Expiration Date: Parcel No: 00580700002208 PE ATV *W 1 E R APPLICA1'11' COITRACTOR EDMONDS MEDICAL BLDG. ASSOC. LLC DDG ARCHITECTS PENNON CONSTRUCTION CO INC 8129 LAKE BALLINGER WAY JIM WIEBEN 5303 1 St Ave South Ste 100 EDMONDS, WA 98026 16398 NE 85TH STREET Seattle, WA 98108 REDMOND, WA 98052 (425) 329-0848 (425) 289-5805 (206) 418-0235 LICENSE #: PENNOCC013Q3 EXP:6/3/2012 ,JOB DESCRIPTION 3 STORY BUILDING CONTAINING OFFICES AND TWO FLOORS OF PARKING. SHELL AND CORE PERMIT - INCLUDES CIVILS. VALUATION: $7,534,799.56 PERMIT TYPE: Commercial PERMIT GROUP: 45 - New Commercial GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: fl-B RETAINING WALL ROCKERY: N OCCUPANT GROUP: B/S- I /S-2 OCCUPANT LOAD: see TI FENCE: N ( OXO Fr.) CODE: 09 OTHER: N --- OTHER DESC: ZONE: CG 2 I NUMBER OF STORIES: 3 VESTED DATE: NUMBER OF �DWELLING �UNFrS: 0 �BA LOT #: 1 haml N 7SEMENT: 0 1 ST FLOOR! 0 2ND FLOOR: 0 BASEMENT: 0 ISTFLOOR:27358 2ND FLOOR: 27358 IST L 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR- 27358 GARAGE: 0 DECK: 0 OTHER: 0 FRONTSETBACK SIDE SETBACK REAR SETBACK REQUIRED: W = 4' PROPOSED: 4' __+REQUIRED: N = 0' PROPOSED: 0' --F,�IRED: E = 0' . PROPOSED: 0720' P HEIGHT ALLOWED:75 PROPOSED:50.87 'EQUIRED: S = 0' PROPOSED: 0' SETBACK NOTES: No more than 30 inches of eaves may project into 4' street setback. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. IS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY -AND ALI..FEES ARE PAID. t-1 %�- 1-u— " 12- /14 /2-ar-1 I . V//" 2 64 — /-Z/- & Signature Print Name Date Released Br Dat6 " ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBC 110/ IRC 110. = ONLINE = APPLICANT = ASSESSOR OTHER ? �' �Q��'b\�V 0 STATUS: ISSUED BLD20110815 • New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way, at least 6 inches high with a 3/4 inch min. stroke width on a contrasting background. • If visible from 72nd Ave. W, rooftop equipment shall be screened from view or painted to match the building in a color approved by the Planning Division. • Conditions of approval of the design review decision located in File No. PLN20110063 shall be met. • Se parate Permit Required For: Tenant Improvements, Plumbing, MechanicaVHVAC, L&I Boiler (for air compressor), L&I Electrical, Fire Connection Permit, Fire Sprinkler; Fire Alarm, Fire Protection Footprint. 0 REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT: 0 By the Geotech of Record- 0 1) Excavation, grading, & site preparation 0 2) Soi I bearing verification/ Auger cast piles 0 3) Placement of fill & compaction 0 4) Footing drain 0 5) Temporary Erosion Control * 6) Final Erosion Control 7) General site monitoring 8) Final letter from geotechnical engineer of record 0 Structural: 0 1) Concrete 0 2) Bolting in concrete 0 3) Post Tension tendons 0 4) Structural Steel including High Strength Bolting and Welding a 5) Seismic Attachments of mechanical and Electrical Components 0 6) 8 inch Hollow Planks 7) Exterior Cladding 8) Structural Observation by Engineer of Record Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City s ability to enforce any ordinance provision. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 ENGINEERING (425) 771-0220 EXT. 1326 -FIRE (425) 775-7720 PUBLIC WORKS (425) 771-0235 PRE-TREATMENT (425) 672-5755 RECYCLING (425) 2,75-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection — being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Setbacks • B-Footings • B-Foundation Wall • B-Foundation Drainage • B-Structural Slab B-Exterior Wall Sheathing B-Roof Sheathing B-Exterior Cladding B-Fire Stopping B-Framing B-Insulation/Energy B-Sheetrock Nail B-Building Final F-Fire Safety and Evacuation Plan F-Fire Final P-Planning Final Inspecti n Comments 0 BLD20110815 45 - New Commercial Applied: 09/26/2011 Issued: 12/14/2011 Exp 1res: 12/1.4/2012 Address: 21401 72ND AVE W, EDMONDS DATif N'*S'""' Tie PE 1000 E-Pre-Con 12/1,9/2011 MCCONNELL CMP Comment: J.Lambert also in attendance. Sign -in sheet noting all others is attached. 1001 - E-Erosion Control/Mobilization 12/22/2011 LAMBERTJ PAR Comment: w/J.Zulauf - TESC adequate at this time 1001 - E-Erosion Control/Mobilization. 02107/2012 ZULAUF COM Comment: tesc ok 1001,-,E-Erosion Control/Mobilization 11/26/2012 MCCONNELL CMP Comment: Project finaled. 1013 - E-Storm Tightline 02/07/2012 ZULAUF COM Comment: tightline from building to detention vault. Ok to bury 1013 - E-Storm Tightline 11/26/2012 MCCONNELL CMP Comment: Project final approved. 1015 E-Storm Detention System 02/07/2012 ZULAUF COM Comment: connection from west side of vault to control m/h, ok to b/f 1015 - E-Storm Detention System 11/26/2012 MCCONNELL CMP Comment: Approved for final. Mayes testing reports attached. 1017 - E-Footing Drain Connection Comment: 1018 - E-011Mater Separator 02/24/2012 MCCONNELL CMP Comment: Located in Parking garage. P.Lawler confirmed connection to sanitary sewer system. Pictures in Engineering file. 1037 - E-Remote Reader Installation 09/25/2012 MCMURPHY COM Comment: Need to install TRPL Sensus remote wall mounted meter on fire line. Drill hole on exterior wall for Wall mount. 1037 - E-Remote Reader Installation 11/26/2012 MCMURPHY -CMP Comment: Approved. 1039 - E-RPBA with HotBox 09/25/2012 MCMURPHY CIVIP Comment: Backflow report received and okay. 1051 - E-Pavement Striping 11/26/2012 MCCONNELL CMP Comment: Approved. 1075 - E-Trash Enclosure 10/08/2012 MCCONNELL CMP Comment: Approved. Enclosure is within building, access from 72nd via alternate drive. 1076 - E-Cross Connection Final 09/25/2012 MCMURPHY CMP Comment: Received backfiow reports for fireline, domestic & irrigation systems - approved. 12/7/2012 9:24:45 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 5 -.L2 1077 - E-Engineering Final 09/25/2012 MCCONNELL COM Comment: Spoke with Jeff, they're not quite ready. He will call back or email when they are. 1077 - E-Engineering Final 10/08/2012 MCCONNELL Com Comment: Need to stripe parking and install remote read on building for fire line meter. 1077 - E-Engineering Final 11/26/2012 MCCONNELL CIVIP Comment: Project approved for final. 1101 - B-Preconstruction meeting 12/19/2011 BJORBACK PAR Comment: At city hall with Jeff Still, Mac Sele, Scott Shanks, Jim Weiben, Todd Wirtz (Mayes Testing), E3RA Geotech, Donnybrook Excavating. City staff: PAt Lawler, Leif Bjorback, Jeanie McConnell, Jennifer Lambert, Jen Machuga, Mike Smith 1101 - B-Preconstruction meeting 03/27/2012 LAWLER CIVIP Comment: 1106 - B-Setbacks 12/03/2012 LAWLER CIVIP Comment: 1108 - B-Footings 12/29/2011 LAWLER PAR Comment: Just setting up auger, will return tomorrow 1108 - B-Footings 12/30/2011 LAWLER Com Comment: Observed sample auger operation, inspected typical cage which conformed with approved plans. 1108 - B-Footings 02/06/2012 LAWLER PAR Comment: Gridline 1A-H, A 1-10 and isolated footings in between. Special inspector to verify clearances and dewatering. 1108 - B-Footings 02/08/2012 LAWLER Com Comment: 6 line F-C, E&.D line 6-7.2 1108 - B-Footings 02/10/2012 LAWLER Com Comment: D-A on 9,A6.3-9, C&5,7,&8, B-7 (pile caps 1108 - B-Footings 02/16/2012 LAWLER PAR Comment: Grade beams at elevator pit 1108 - B-Footings 02/17/2012 LAWLER CIVIP Comment: 1110 - B-Foundation Wall 01/13/2012 LAWLER PAR Comment: detention facility 1110 - B-Foundation Wall 03102/2012 LAWLER PAR Comment: Type A SW grid H Type Z1 & Z2 SW grid 1 North 1/2 columns 1110 - B-Foundation Wall 03/09/2012 LAWLER PAR Comment: Front Type A walls require (4#5 rebars at ends 1110 - B-Foundation Wall 03/1412012 MILLERC PAR Comment: SEE ATTACHMENT 1110 - BmFoundation Wall 03/1912012 LAWLER PAR Comment: Elevator shaft, sw no. 1, GL A 6.75 to 7.25 12/7/2012 9:24:45 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 5 ,F, NSPECT1647- 1110 - B-Fou ndation Wall 04/09/2012 LAWLER PAR Comment: See mini's 1110 - B-Fou ndation Wall 04/13/2012 LAWLER PAR Comment: North wall and south stair tower 1110 - B-Foundation Wall 04/19/2012 LAWLER PAR Comment: Second floor complete pending special inspection approval 1110 - B-Foundation Wall 05110/2012 LAWLER PAR Comment; Third floor Walls, see mini's 1110 - B-Foundation Wall 05/15/2012 LAWLER PAR Comment: Third floor see on site minis for locations 1110 - B-Fou ndation Wall 05/17/2012 LAWLER PAR Comment: Third floor tall walls complete 1110 - B-Fou ndation Wall 05/18/2012 LAWLER PAR Comment: CMU first lift un'der-ramp, elevator mechanical room 1110 - B-Foundation Wall 05/23/2012 LAWLER PAR Comment: CMU second floor first lift see mini's 1110 - B-Foundation Wall 06/04/2012 LAWLER PAR Comment: P-2 Gridline -2 1110 - B-Foundation Wall 06/11/2012 LAWLER COM Comment: P-2 car barriers grid lines G and 9 1110 - B-Foundation Wall 10/31/2012 LAWLER CIVIP Comment: 1114 - B-PT Slab 03/2912012 LAWLER PAR Comment: Grid 5'east of D to H 1-9 1114 - B-PT Slab 04/04/2012 LAWLER PAR Comment: Second floor.phase 11 pending special inspection 1114 - B-PT Slab 04/27/2012 LAWLER COM Comment: Third floor east deck 1114 - B-PT Slab 05/07/2012 LAWLER CIVIP Comment: 1120 - B-Structural Slab 01/11/2012 LAWLER PAR Comment: Detention vault SOG and vertical rebars 1120 - B-StrUctural Slab 01/30/2012 LAWLER PAR Comment: Detention vault hollow core planking 1120 - B-Structural Slab 02/22/2012 LAWLER PAR Comment: 8" and 12" SOG 1120 - B-Structural Slab 03/01/2012 LAWLER PAR Comment: all but MRI slab 12/7/2012 9:24:45 AM 121 5th Ave, Edmonds Washington - Phone: (4125) 771-0220 Page 3 of 5 NNWE�UIOW . . . . . . . . . . 1120 - B-Structural Slab 06/27/2012 LAWLER CIVIP Comment: MRI okay after Mayes'approval 1124 - B-Exterior Gypsum Sheathing 06/19/2012 LAWLER PAR Comment: Grid lines.H,G,&9-G to F 1124 - B-Exterior Gypsum Sheathing 06/21/2012 LAWLER PAR Comment: Parapets complete 1124 - B-Exterior Gypsum Sheathing 07/03/2012 LAWLER PAR Comment: Penthouse mechanical room 1124 - B-Exterior Gypsum Sheathing 10/31/2012 LAWLER CIVIP Comment: 1132 B-Exterlor Wall Sheathing 10/31/2012 LAWLER CIVIP Comment: 1133 - B-Roof Sheathing LAWLER CIVIP Comment: 1134 - B-Exterior Cladding 10/31/2012 LAWLER CIVIP Comment: 1141 - B-Fire Stopping 08/03/2012 LAWLER COR Comment: Failed (again) 1141 - B-Fire Stopping 08/08/2012 LAWLER PAR Comment: Slab edge spray applied firestopping material applied 1141 - B-Fire Stopping 08/10/2012 LAWLER PAR Comment: Slab edge approved subject to engineering judgement from Hllti 1141 -� B-Fire Stopping 08/13/2012 LAWLER COR Comment: Mineral not tightly packed 1141 - B-Fire Stopping 08/14/2012 LAWLER PAR Comment: Slab edge complete 1141 - B-Fire Stopping 10/31/2012 LAWLER CIVIP Comment: 1142 - B-Framing 06/14/2012 LAWLER PAR Comment: Pending RFI 3 Tek screws into 1/4" angle at parapet walls grid lines H and 9 1142 - B-Framing 06/19/2012 LAWLER PAR Comment: Grid lines 9 and H from E to 6 1142 - B-Framing 10/31/2012 LAWLER CIVIP Comment: 1146 - B-Insulation/Energy 08/01/2012 LAWLER PAR Comment: Exterior walls at PT zone 1146 - B-Insulation/Energy 10/31/2012 LAWLER CIVIP Comment: 12/7/2012 9:24:45 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0226. Page 4 of 5 M JBIA=C-1101 1150 - B-Sheetrock Nail 10/31/2012 LAWLER CMP Comment: 1158 -'B-Building Final 11/05/2012 LAWLER PAR Comment: Handrail dilemma discussion onsite 1158 - B-Building Final 12/03/2012 LAWLER COR Comment: Geotechnical final letter 1158 - B-Building Final 12/04/2012 LAWLER CMP Comment: 1905 - Fire Connection Partial 03/09/2012 WESTFALL CMP Comment: Inspected connection installation from bottom of riser approximately 10' UG towards street. Installation allowed for slab construction in sprinkler room. 1950 - F-Fire Safety and Evacuation Plan 12/03/2012 SMI THM CMP - Comment: APPROVED 1985 - F-Fire Final 12/0312012 SMITHM CMP Comment: APPROVED 2000 - P-Planning Final 11/28/2012 MACHUGA CMP Comment: Landscaping is consistent with approved plans. Landscape maintenance bond was submitted on 11/27/12. Signed off on 11/28/12. 12/7/2Q1 219:24:45 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 5 of 5 -E. 1 0 , City of Edmonds DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 121 5h Avenue N, Edmonds, WA 98020 Phone 425.771.0220 It Fax 425.771.0221 PLEASE REFER TO THE COMMERCL4L & MULTI -FAMILY BUILD17VG CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJEC ADDRESS (Street, Suit # C State Zip): -41ol ;7"q Parcel #: SubdivisioiijUt #:' Project Valuation: $ APPLICANT: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: PROPERTY OWNER: Phone: Address (Street, City, State, Zip): E-M�il Address: LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* 12L Ct 1+(i 01 r* 0 Phone: 2'5-3 - 'T 77-7 D Fax: I 2S3 017-2-- (a I S 0 Address (Street, City, State, Zip): E-Mail Address *Contractor must have a valid City ofEdmonds business license prior to doing work in the City. Contact the City Clerk's. Office at 425.775.2525 W S ense #1AE ' Dat =1 / _t City Business Uicense #/Ex�. bate: DETAIL SCOPE OF WORK:' — PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: sq. ft. Garage: —sq, ft, 1 " Floor: sq. ft. Deck: sq. ft. 2 nd Floor: q. ft. Other: sq. ft. 7�Floor: sq. ft. Occupancy: Occupancy Load: Retaining Wall: 0 Yes 0 No 1 Grading: _____,cyds. I Type of Construction: I declare underpenalty ofperjury laws that the information I have provided on thisformlapplication is true, correct and complete-, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of J�dmonds. Print Name: .4 — 0 Owner 0 Agent/Other (specify): Signature: S-V101 I viol mbrC91 Date: FOWE LABuilding New Folder 2010\DONE & x-ferred to LBuilding-New drive\Form E.doc Updated: 10/2011 Equipment Type Appliance/Equipment Information (new and relocated) Total # Furnace # Gas #—Elec #—Other: BTUs: <100k— >100k— Location Air Handler/ACNAV # Gas #—Elec #—Other: CFM: <100k— >100k— Location Boiler/Compressor/ Heat Pump/Roof Top Unit .# HP: Gas #—Eled <3, #—Other: _3-15, BTUs: <1 00k, _I 15-30 Location OOk-500k, 500k-lMil Hydronic Heating # Gas #—Elec —in-Floor, —Wall Radiant, Boiler BTUs: Location Exhaust Fans (single duct) Location: #—Bath #—Kitchen #—Laundry # _Other: Fireplace Gas #—Elec #—Other:— Location Other Number of Outlets Fixture/Appliance Type AC Unit --------------- BTUs: Location: Furnace --------------- BTUs: Location: Water Heater -------- BTUs: Location: Boiler ------------------ BTUs: Location: Fireplace/Insert BTUs: Location: Stove/Range/Oven: Dryer Outdoor BBQ: Other: TOTAL OUTLETS PLUMBING FIXTURE COUNT Number Fixture Type Number Fixture Type Water Closet (Toilet) Refrigerator water Supply (for water/ice dispenser)' Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Bidet/Urinal Hose Bib Pressure Reduction Valve/Pressure Regulator Water Heater Tankless? Yes— No— Backflow Prevention Device (e.g. RBPA, DMA, AVB) Expansion Tank for Water Heater Hydronic Heat in: Floor Wall Floor Drain/Floor Sink Other: Clothes Washer Other: FORME L:\Building New Folder 2010\DONE & x-ferred to L-Building-New drive\Form E.doc Updated: 10/2011 011., ,-DAfo C �o DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST 121 5b Avenue N, Edmonds, WA 98020 Phone 425.771.0220 9 Fax 425.771.0221 City of Edmonds PROJECT ADDRESS: PRE -APPLICATION MEETING? 0 YES 0 NO If YES, Pre -application Number: Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Code8 and City Ordinances. r) �0. = V W cc SUBMITTAL REQUIREMENTS The number indicates the number ofcopiesfor submittal( ifapplicable). Check marks indicate additional submittal requirement as applicable c! 5 W Z Oil 0* *� n ci co Oil III ot Application Form E Site Plan 3 3 3 3 3 3 F/C Reduced Site Plan (I I X 14 or 8 1/2x 11) 1 1 1 1 1 1 F/C Architectural Construction Drawings 3 3 3 3 3 3 Structural Drawing and Calculations 3 3 3 3 WA State Energy Code NREC Calcs & Lightin 9 %/ Site Classification Worksheet 3 3 Site Development Plans/Civils 4 4 Engineering Report/Drainage Calculations 3 3 Landscape Plan 3 3 Right —of-Way Permit Application 1 1 Critical Areas Determination or Checklist I I Geotechnical Report 3 3 Health District Approval Letter %/ Manufacturer's Specifications/Cut Sheets V/ Vol 3 Contracto r's City of Edmonds Business License V/ V V Washington State Contractors License V/ V, V11 -v/ Plan Check Fee (due upon submittal) V/ V V/ V/ V Traffic Impact Analysis 3 3 3 3 Survey 3 3 Special Inspection and Testing Agreement V1, V/ Envelope Plans and Documents/Condos 2 2 Bonds 1 1 V, Architectural Design Approval 1 1 V/ Peer Review Fees V %/ Deferred Submittals V/ Shop Drawings V/ Street Use • Handouts and Standard Details may be found on the City's webkte www.ci.edmonds.wa.us or can be obtamied at City Hall during normal business hours. • Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. FORME LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Fonn E.doc Updated: 10/2011 10T 'ION, INC. 0 Fire Sprinklers Save Lives! LETTER OF TRANSMITTAL 0 To: City of Edmonds Date: 3/9/2012 Job No. 11-1821 Project: Premier Orthopedics Attn: Subject: Fire Sprinkler Drawings 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 926.2290 FAX: (253) 922.6150 We are sending: xx PRINTS ORIGINALS xx CALCULATIONS DISKS EQUIP SUB. Copies Date DESCRIPTION 3 3.9.12 Fire Sprinkler Plan for Permit Comments: Please return one set of shop drawings with your approval and/or comments. If you have any questions, please contact me at 253-926-2290 or email me at mark. manning@patriotfire.com Thanks By: Mark Manning HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 Cc: Job File VANCOUVER, WA OFFICE TEL (360) 699."03 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF A `EP!EL.1� MAR 12 ?np DEVELopMENT'SERVICE-s ,-TR CITY OF E[)MolyDS SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 Eagle Eye Consulting Engineers, P.S. PO BOX 523 Olalla WA 98359 hoytjeter@centurytel.net 206 356-7790 Fax 206 316-2287 To: Patriot Fire Protection, Inc 2707 70'h Avenue East Tacoma, WA 98424 Re: Premier Orthopedics Group Wednesday, March 28, 2012 2140172 nd Avenue West Edmonds, WA Plan Review Number # 20120162 EECE EDM 12-01 Task Oder Number 12-01 The above referenced project is in the process of plan review for compliance with Edmonds ordinances and applicable codes (Fire Suppression only). The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. SCOPE OF REVIEW The*scope of this review isfor Fire Suppression requirements of this project. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concems before permit approval. Page 2 of 2 EECE# EDM12-01 Premier Orthopedics Group BLD 2012-0162 FIRE SUPPRESSION COMMENTS Sheet FP 1: Riser Room Detail: Where the wet system passes through to the third floor, either specify flexible couplings within one foot of both sides of the floor or provide an 8 inch sleeve. NFPA 13, 9.3.4 All other details of this plan submittal appear to be acceptable including products, head location and calculations. Additional corrections may be required following receipt of corrections and additional information as requested. Your plans are being reviewed concurrently with the Building Department, Fire Department, Zoning Department and Public Works Engineering. Changes, clarifications or additional corrections may be required subsequent to the Building Department plan review when comments are received from the other concerned departments. Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (206) 356- 7790 between 8:00 a.m. and 5:00 p.m. LO-A Hoyt Jeter PE President 01F E D 0 City of Edmond un REQUEST FOR PLAN REVIEW CONSULTANT SERVICES BUILDING DIVISION (425) 771-0220 Task Order No. j6%�? _4"�q Budget Line Number: 001.000.620.524.100.410 Project Name & Plan Check # I Consultant: EAGLE EYE ENGINEERS Consultant Contact Person: Hoyt Jeter Phone: 360-874-0562 Fax: 360-874-0591 City of Edmonds Requester: Leonard Yarberry, Building Official Phone: 425-771-0220 extn 1226 Reimbursable by Applicant: F1 Yes, by (Name, address, phone number of person/organization who will reimburse City) No DESCRIPTION OF TASK ASSIGNMENT Review the enclosed plans, calculations and documents, for compliance with State and City adopted building codes F] Structural & Non -Structural Plan Review Fire Sprinkler Plan Review F_� Structural Only Plan Review Non -Structural Only Plan Review Additional Instructions: COMPENSATION F-1 BASED ON CONSTRUCTION VALUATION per Professional Services Agreement TIME AND MATERIALS per Professional Services Agreement. Compensation for these services will be on a Time and Materials basis, not to exceed, $_4 i�AwLd without written authorization. SCHEDULE The Consultant shall complete the services described above as follows: In accordance with Standard Review Timelines per the Vrofessional Services Agreement Completed I't review due to City b (see below for subsequent reviews) Alternate review time as agreed upon in advance wiKthe City per the Professional Services Agreement (only to be used when approved by the Building Official). Completed review due to City by (see below for subsequent reviews) All provisions of the Professional Services Agreement dated 10/26/2009 shall be in full force and effect for this Task Order. APPROVED: CITY OF EDMONDS, CONSULTANT By: By: LeonWrd Wrberry, Building Official Date Hoyt Jeter, President RETURN ORIGINAL SIGNED TASK ORDER TO THE CITY SCHEDULE OF SUBSEQUENT REVIEWS: F1 2 nd REVIEW DUE TO CITY BY: F1 3d REVIEW DUE TO CITY BY: Date In L:\TEMP\DST's\Forms\Task Order Forms\Eagle Eye Engineers Task Order Form.doc 0 0 OV Er) -4 011. CITY OF EDMONDS PHONE: (425) 771-0220 - FAX: (425) 771-0221 121 5TH AVENUE NORTH - EDMONDS, WA 98020 Monday, March 12, 2012 This Application has been acceptedby the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Monday, April 02, 2012 Your City Contact is: MARIE HARRISON Application Number: BLD20120162 Project Address: 21401 72ND AVE W, EDMONDS PREMIER ORTHOPEDIC GROUP - EDMONDS MEDICAL PO BOX 27165 SEATTLE, WA 98125 Work Description: NEW FIRE SPRINKLER SYSTEM Outstanding Items at Time of Submittal: PATRIOT FIRE PROTECTION INC 2707 70Th Ave E Tacoma, WA 98424 (253) 926-2290 I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION THAT THE INFORMATION GIVEN IS CORRECT AND THAT I AM THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMIT A BUILDING PERMIT APPLICATION TO THE CITY. �A 1234 A A A IV\-- S� 11-r,41 AnNV-re-IM ?I SIGNATURE (OWNER OR AGENT) I PRINT NAME DATE To view up to date information aboutyour application please visit the City ofEdmonds Development Services website at ht1p.11ww;v.cLedmonds.wa.us. OV EJ11Af 0 loz Fom )2-01 City of Edmonds* REQUEST FOR PLAN REVIEW CONSULTANT SERVICES BUILDING DIVISION (425) 771-0220 Task Order No. -6-:91 Project Name & Plan Check # Budget Line Number: 001.000.620.524.100.410 Consultant: EAGLE EYE ENGINEERS Consultant Contact Person: Hoy! Jeter — Phone: 360-874-0562 Fax: 360-874-0591 City of Edmonds Requester: Leonard Yarbe!1y, Building Official Phone: 425-771-0220 exm 1226 Reimbursable by Applicant: 7 Yes, by (Name, address, phone number of person/organization who will reimburse City) MPM DESCRIPTION OF TASK ASSIGNMENT Review the enclosed plans, calculations and documents, for compliance with State and City adopted building codes F� Structural & Non -Structural Plan Review �R Fire Sprinkler Plan Review F-1 Structural Only Plan Review E] Non -Structural Only Plan Review Additional COMPENSATION El BASED ON CONSTRUCTION VALUATION per Professional Services Agreement TIME AND MATERIALS per Professional Services Agreement. Compensation for these services will be on a Time and Materials basis, not to exceed $ —4 '�-Pd without written authorization. SCHEDULE The Consultant shall complete the services described above as follows: In accordance with Standard Review Timelmes per the Vrofessional Services Agreement Completed I` review due to City by (see below for subsequent reviews) Alternate review time as agreed upon in advance wiKthe City per the Professional Services Agreement (only to be used when approved by the Building Official). 0 Completed review due to City by (see below for subsequent reviews) All provisions of the Professional Services Agreement dated 10/26/2009 shall be in full force and effect for this Task Order. APPROVED: CITY OF EDMONDS, CONSULTANT By: ;;� �Z , /' 2--- By:_*--, 114- 7- LeonWrd YUrberry, Building Official ' Date Hoyt Jeter, President Date RETURN ORIGINAL SIGNED TASK ORDER TO THE CITY SCHEDULE OF SUBSEQU NT REVIEWS: 2 d REVIEW DUE TO CITY BY: 3rd REVIEW DUE TO CITY BY: L:\TEMP\DST's\Forms\Task Order Forms\Eagle Eye Engineers Task Order Form.doc Eagle Eye Consulting Pngineers, P.S.. P.O. Box 523 Olalla, Washington 98359 (360) 874-0562 �11,lf CLIENT: Project Name: Premier Orthopedics Edmonds Building Department 121 5th Avenue North E E C E Prooect Number EDM 12-01 Edmonds, WA 98020 Ta�k Order No. 12-01 Client Reference Number: BLD2012-0162 DATE: 3/28/12 For valuation calculation purposes the following classifications for construction type and building use were utilized Number of stories = 2 CM I CM I Occupancy (Use) Constr. Type $ Per Square Foot Gross Area Building Valuation X $0.00 Main Floor X $0.00 Upper Floor X $0.00 X $0.00 Garage X $0.00 X $0.00 New Deck $17.00 X $0.00 X X $0.00 X X $0.00 Total: $0.00 -STATED -CALCULATED -DISCREPANCY IF MORE THAN 10% VALUATION: 1 $0.001 $0.00 Total Project Valuation $0.00 $0.00 #DIV/01 DFI: $ 30.00 $ 30.00 BUILDING PERMIT FEE: $30.00 $ 30.00 PLANCHECK FEE: $25.50 $ 25.50 Eagle Eye Consulting Engineering Fees: Box Checked are Fees Used for This Project) Notes Eagle Eye Consulting Engineers Fee (single farnilyf7l $13.50 $13.50 Eagle Eye Consulting Enginee rsm FEE (A and S):" Eagle Eye Consulting Engineersm FEE (A or S):" Eagle Eye Consulting Engineersm Hourly Fee at $85/hour:LXJHours 121 $1,020.00 Not to exceed 2500 dollars OV ED& A. 'Y' CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 oislz PHONE: (425) 771-0220 - FAX: (425) 771-0221 Tuesday, October H, 2011 This Application has been accepted by the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Tuesday, October 25, 2011 Your City Contact is: MARIE HARRISON Application Number: BLD20110856 Project Address: 21401 72ND AVE W, EDMONDS PROPERTYOWN ER APPLICANT PREMIER ORTHOPEDIC GROUP - EDMONDS PACIFIC FIRE AND SECURITY INC MEDICAL BAKER, JON T PO BOX 27165 828 Poplar PI S SEATTLE, WA 98125 Seattle, WA 98144 (206) 957-09�7 Work Description: FIRE ALARM SYSTEM FOR NEW ORTHOPEDIC CLINIC Outstanding Items at Time of Submittal: I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION THAT THE INFORMATION GIVEN IS CORRECT AND 7AT I AM THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMIT Z7-----A BUILDING PERMIT APPLICATION TO THE CITY. NAME DATE SIGNED To view up to date information about your application please visit the City of Edmonds Development Services website at http.-1Avww.cLedmonds.wa.us. OV. EI)Afo C.) DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 121 5h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.02200 Fax 425.771.0221 PLEASE REFER TO THE COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street Suite # City State, Zip): 9802� el 6,/ -72_,-J -,k L '01-y' . W -t) -,A- Parcel #: C qtOCOT62 -N-7 Subdivision/Lot #: Project Valuation: $ Apn!!� M APPLICANT: k q��c Phone: 20 6 �- 9 571 — 0 17 1 Fax: Address LStreet, Cit State Zift 9� M1 172A A 0/;� '?/. ; W k E-Mail Address: I PROPERTY OWNER: �< V_ k� � 4-y- 0 rA" fz�(_ Phone: -Tax: Address (Street, City, State, Zip). 97076 2! 146 1 -7 Z,;V Ayt W 6&hv"A, Lk- E-Mail Address: LENDING AGENCY: Phone: - I Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* +11 c -( �- V. Phone: ?,dj- 9-57-090'7 Fax: 1 Address (Street, City St t Zi ). 9V 1114 -9 2- %' 6' P a'A U-1 t)r * w State License #/Exp. Date: 4)q C_ :r F F 9 1 14 M *Contractor must have a valid City ofEdmonds business licknse prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Busnjess Li #/E �ate: DETAIL SCOPE OF WORK: t-i 0 PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: sq. ft. Garage: 6-3� O(J o sq, ft, I" Floor: sq. ft. Deck: sq. ft. 2 d Floor: sq. ft. Other: sq. ft. 3'd Floor: 2- 6 6() sq. ft. Occupancy: Occupancy Load: Retaining Wall: 0 Yes 0 No Grading: —cyds. I Type of Construction: I declare under penalty ofpeijury laws that the information I have provided on this formlapplication is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: D Owner . 2, Agent/Other (specify): Signature: Date: FORM E CADocuments and Settings%jorbackWesktopTorm E.doc Updated: 10/2010 ov ED& CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Monday, September 26, 2011 This Application has been accepted by the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Monday, November 07, 2011 Your City Contact is: MARIE HARRISON Application Number: BLD20110816 Project Address: 21401 72ND AVE W, EDMONDS EDMONDS MEDICAL BUILDING ASSOC., LLC FIRST WESTERN DEVELOPMENT SRVS. 8129 LAKE BALLINGER WAY '§COTTSHANKS EDMONDS, WA 98026 8129 LAKE BALLINGER WAY (425) 329-0848 EXT: EDMONDS, WA 98026 (425) 329-0848 EXT: Work Description: TENANT IMPROVEMENT FOR A MEDICAL CLINIC. WORK HILL INCLUDE EYAM ROOMS, BUSINESS AREAS, THREE OPERATING ROOMS, MRI, PHYSICAL THERAPY, AND WAITING AREAS. MECHANICAL AND PLUMBING INCLUDED. Outstanding Items at Time of Submittal; SNOHOMISH HEA TH DISTRICT APPRO VA L. I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION THAT THE INFORMATION GIVEN IS CORRECT AND THAT I AM THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMIT A BUILDING PERMIT APPLICATION TO THE CITY. ) PN�— 17 g-e:n IM, k-A SIGNATURE (OWNER OR AGENT) PRINT NAME To view up to date information about your application please visit the City of Edmonds Development Services website at http.1Avww.c4edmonds.wa.us. �1' r- - V DEVELOPMENT SERVICES ri-T, , Vol NEU, COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 4, 1h tst. 1 121 5 Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 Ik Fax 425.771.0221 PLEASE REFER TO THE COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, Ci!y State, Zip): '&'Vsf "110%0^V1LWXCrr01Dt"1J0T,1vA 6Jfi0,1eo Parcel #: %.DT- C Subdivision/Lot #: Project Valuation: $ S How PLAq hm w w I Lbor - a APPLICANT: SC -Off Stf#-NILS Phone: Fax: Fl"M WP—Rrtiv% DIEU &"FCA 6 Or SE06VIC-25 ime- 419- 121 - 0949 142C.%2i _o&#49 Address (Street, City, State, Zip): Am LAKE 4'a"Of W^ 4IA02L leor E-Mail Address: &CM4041WAI rK Phone: Fax: 4 IT' 32q - hS 4 A hZr __ PROPERTY OWNER: Umairtlt r4opitAL, IlumnivaL L,4S64iAT11S , IL& Address (Street, City, State, Zip): 16 1141 LJkKE 19ACA;1146" iWN-1 E-Mail Address: SOM IA4 F-0-246HOS WA '1907-4 scm 00 ; w cL COM �'TFax: LENDING AGENCY: Phone: — Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* Phone: Fax: WING14 COOSNIL"Tph) '26&- 4 16- 6 M I Address (Street, City, State, Zip): IS!603 191 J%%Jt"VV. WA State License #/Exp. Date: SU r% 160 P & EAOITJ62 , W,& 91 IN I of% lFammoef'o I IQ% City Business License #/Exp. Date: *Contractor must have a valid City ofEdmonds business license prior to doing work in the Ci�v. Contact the Citv Clerk's Office at 425.775.2525 14P _ 0 1 r 16 061131 DETAIL SCOPE OF WORK:76MANT % M&LOURE Ad 9 NTS am THV_!n4 A & F*tL A MEDUAL, CLA We. - (119-1W& I CLO IFI-00 ot be, MEW C.09,19 StICLA. SUBMI!tTISO 06106RA SEPA6.940KTJ ?^C"42E), BUIL.01 ?Ore %M61LIe- W # U.� i va r, #..%) Of- I EJAW 040 rft VIA VS 14--&6 TH V 0^ IT I Na #PMAS JLdo dJ M fLI PROPOSED NEW SQUARE F OTAGE FOR THIS PROJECT: Basement: sq. ft. Garage: —sq, ft, I" Floor: sq. ft. Deck: sq. ft. 2 d Floor: sq. Other: sq. ft. 3rd Floor: 21 - SS06- sq. Occupancy:- Occupancy Load: Retaining Wall: 0 Yes 0 No -Grading: —cyd . I Type of Construction: I declare underpenalty ofperjury laws that the information I haveprovided on this formlapplication is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: 0 Owner 0 Agent/Other (specify): Signature: Date: FORM E CADocuments and Settings\bjorback\Desktop\Forin E.doc Updated: 10/2010 Equipment Type Appllance/Equlpment Information (new and relocated) Total Furnace [Air # Gas #�__Elec #—Other: BTUs: .0 OOk— >1 00k— Location Handier/ACN" # Gas # Elec # Other: CFM: <1 OOkX >1 M 004— Location Bol ler/Com pressor/ i Heat Pump/Roof Top Unit as # Elec # Other: BTIJ9: 100k, 100k.500k,,, .500k-IMII J�:d — — — . HP: ___�3-16, 15-30 Location R645 P Hydronic Heating # Gas #—Elec —In-Floor, __Wall Radiant, Boller BTU9j 4hK Location Exhaust Fans (single ducl) Location: # -&Bath #-_LKItchen k--Laundry # other: 4 Fireplace # Gas #—Elec #�-�Iher:_ Location Other Number of Outlets Fixture/Appliance Type AC Unit -------------- BTUs:12&K Location: R" F Furnace -------------- BTIJs:_ Location: Water Heater ------- BTUs:12&9 Location: MMANICAL MOM 2- Boiler ----------------- BTUS:-76 Location: ItOOTop MIEC Fireplace/Insert BTUS:— Location: C> Stove/Range/Oven; 0 Dryer 0 Outdoor BBQ: 4 IOther: TOTAL OUTLETS -Number Fixture Type Number Fixture Type 115 Water Closet (Toilet) Reftigerator water Supply (for water/ke dispenser) Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Bidet/Urinal 2 Hose Bib Pressure Reduction Valve/Pressure Regulator Water Heater Tankless? Yes— No— Backnow Prevention Device (e.g. ROPA. DCDA, AVS) Expansion Tank for Water Heater Hydronic Heat in: Floor_ Wau q L Floor Drain/Floor Sink Other: %Cf MAKEN I Clothes Washer Other: 0 1 L. WATgit WftItA.Top. MS910" GAS%'. V T L STS CA OVT I- fal I -) EYEWASH IQ " UNJ — Upuatou: JLVZUIV LT DEVELOPMENT SERVICES i�- COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST Ilk' W—P 1215 1h Avenue N, Edmonds, WA 98020 I %9'� Phone 425.771.0220 2 Fax 425.771.0221 City of Edmonds PROJECT ADDRESS: W 401 711-MOAVENUE WMT vomowosswAr qbal(v PRE -APPLICATION MEETING? 0 YES JKNO If YES, Pre -application Number: Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. tv F v 90 EW SUBMITTAL REQUIREMENTS The number indicates the number of copiesfor submittal( if applicable). Check marks indicate additional submittal requirement as applicable 2P z W z 0-3 tv n AD q1 021 oil M M M > ;, j 0 tv Application Form E Site Plan 3 3 3 3 3 3 Reduced Site Plan (I I X 14 or 8 1/2 x 11) 1 1 1 jB 1 1 1 Architectural Construction Drawings 3 3 3 3 3 Structural Drawing and Calculations 3 1 3 3 3 11 WA State Energy Code NREC Calcs & Lighting V/ V V/ V/ Site Classification Worksheet 3 3 Site Development Plans 4 4 Landscape Plan 3 3 Right —of-Way Permit Application I I Critical Areas Determination or Checklist I I Geotechnical Report 3 3 Health District Approval Letter Io/ Manufacturer's Specifications/Cut Sheets V/ v/ V/ V/ 3 Contractor's City of Edmonds Business License V/ V Io/ Washington State Contractors License V/ V/ Plan Check Fee (due upon submittal) v/ I/ Traffic Impact Analysis 3 3 3 3 Survey 3 3 Special Inspection and Testing Agreement V V/ -1/ -W/ Contractor's Acknowledgement Letter V/ I/ Envelope Plans and Documents 2 2 Bonds I I Architectural Design Approval 1 1 Peer Review Fees Deferred Submittals Shop Drawings Street Use • Handouts and Standard Details may be found on the City's website www.ci.edmonds.wa.us or can be obtained at City Hall during normal business hours. • Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. FORM E CADocurnents and Settings%jorback0esktopTorm Edoc Updated: 10/2010 CITY OF EDMONDS DAVE EARLING MAYOR 121 5th AVENUE NORTH & EDMONDS, WA 98020 * (425) 771-0220 - fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT 41C. IB913 October 26, 2016 Berkley Regional Insurance Company 7015 1h Ave, Suite 3506 Seattle, WA 98104 Re: Maintenance Bond #0129322; for Edmonds Medical Building Associates, LLC "Premier Orthopedics" * 2140172 "d Ave W, Edmonds, WA (Permit BLD2011-0815) Dear Sir or Madam: The City of Edmonds hereby authorizes the release of $13,346.04 from the above referenced Maintenance Bond. All interested City departments have approved the release of said Bond. Sincerely, Kristin Johns Senior Permit Coordinator cc: Owner File Incorporated August 11, 1890 qictc,r (7itu - Hp.kinan, Janan MAINTENANCE BOND RELEASE FORM MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION FROM: C ENGINEERING DIVISION DATE PLEZE-SIGN I t PLANNING DIVISION DATE PLEME SIGN DATE SENT TO:JffAnle, 'NAC, (20Y)nO DUE BACK:- 'i�/31115�.ECEIVED:- PERMIT# 5LD q01 I - bS 16 ADB# DATE INSPECTED PROJECT J�E�r))NADK�Q,'�> mep�C-P�11 PECoci,n-r�,!S SITE ADDRSS- al4bi V-.,) OWNERS C-1)1\k0$,JDe> Scorn- S�A"V< OWNER ADDRESS TYPE OF BOND TO BE RELEASED AUCLiq L-7 ) 0 BOND DATE POSTED a0 12 BOND EXPIRES i I 1-zz 1-7,01 L4 Please field inspect at your earliest convenience for the release of the subject bond. If there are outstanding requirements, please note in the space provided. Failure to respond by the noted bond expiration date constitutes Department approval and automatic release of the bond. It is each Department's responsibility to contact the developer/owner when outstanding issue prevent the release of the bond. Please copy the Permit Coordinator on all City correspondence sent regarding'thi s bond. C �— BOND IS APPROVED FOR RELEASE BOND IS NOT APPROVED - OUTST ANDING REQUIREMENTS NOTED 1 . 2. 3. WORK TO BE COMPLETED WITHIN DAYS COPY TO FILE SUSPENSE TO COPY TO DEVELOPER CONTRACTOR L:\TEMP\BUILDING\FORMS\Certificate 0ccupancy\bondre1.D0C7/17/2009 41- OV E D Af r--1 0 T St. I Date Bond Posted Date Bond Expires_ Bond Number 0129322 City of Edmonds 121 5'h Avenue North - Edmonds - WA 98020 - (425) 771-0220 Fax (425) 771-0221 Website: %vw%v.ci.edn1onds.%Ya,us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Ri&ht of W hPMVWMtS MAINTENANCE BOND/BONDING COMPANY Edmonds Building Permit No. BLD 20110815 Project Address 21401 72nd Ave W Developer/Owner Edmonds Medical Buildinct Associatea - LLC W Edmonds Medical Building H EREAS, ssociates, LLC hereinafter referred to as "the Principal", has constructed And installed certain improvements in connection with a project known as Premier Orthopedics on a site located at 21401 72 Ave W. within the City of Edmonds, and WHEREAS, in order to provide security for the obligation of the Principal to repair or replace any improvement which proves defective within two (2) year(s) (not to exceed two years) from acceptance of the improvement by the City of Edmonds herein referred to as "the City", and to enable the City to release the performance bond provided in connection with said improvements, this bond has been secured and is hereby submitted to the City. NOW, THEREFORE, the undersigned Principal and Berkley Regional Insurance Compa y a corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors, administrators and assigns, unto the City in the SUM Of$ 13,3465. 04-- , lawful money of the United States, according to the following terms and conditions: 1) The Principal and Surety agree that in the event that any of the improvements installed by the Principal or Surety pursuant to the above referenced plans, conditions and file fail to remain free from defects in materials, workman -ship or installation or in the case of landscaping, fail to survive for a period of two (2)year(s) from the date of acceptance of the installation by the City, the Surety shall, upon demand of the City and the failure to cure the defect within a reasonable time as determined and specified by the City, remit to the City within ten (10) days of receipt of demand for remittance, the amount of this bond or such.lesser amount as may be specified in the demand. 2) If the Principal fails to cure any defect within the time period requested by the City, its employees and agents are hereby authorized to enter onto said property and perform said work. This provision shall not be construed as creating an obligation on the part of the City or its representatives. 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. L:\BuildingNew Folder 2010\Forms�BONDMainBonding.doc6/29/2011 0 0 City of Edmonds Maintenance Bond Bonding Company Page Two 4) This bond shall remain in force and effect until the obligations secured hereby have been fully performed and until released in writing by the City at the request of the Surety or the Principal. DATEDthiS 20th day of November 2012 '.,,Be,!.-k "Regional Insurance Company Edmonds Medical Building Associates, LLC "Bond' ompany per wner rincipal Develo B� BY: Scott Shanks, Member Officer/Titljj�6xana Palacios, Attorney- in- Fact Print Name —al iftl�' e. suite 3506 8129 Lake Ballinger Way, Ste. 104 F Av -seaiti '-WA 98104 Edmonds, WA 98026 Mailmg'�Xdaress/Phone Mailing Address 0129322 Bond Number 425-329-084 Phone Number BONDING COMPANY SURETY ACKNOWLEDGMENT STATE OF WASHINGTON ss. COUNTY OF King OnthiS 20th , day of November _,2012 , before me, the under- signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Roxana Palacios tome knownto bethe Attorney- in- Fact OfBerkley Regional InsuranceCompany, the corporation that executed the foregoing instrument, and actmowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. Mary A. Dobbs LP 'TARkW- Ole Pusory By: �n� 4�. NOTARY PUBLIC in and for the State of Washington, residing at Seattle LABuilding New Folder 2010\Forms\BONDMainBonding.doc6/29/2011 0 E City of Edmonds Maintenance Bond Bonding Company Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ss. COUNTY OF< On this 41�� , day of 00ep-M 6�clvl &:, I.L, before me, the under- signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Scott Shanks to me known to be the member Edmonds Medical Building of Associates, LLC. . the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the 0 %Cj E C') LAffididing New Folder 2010\Forms\BONDMainBonding.doc6/29/2011 No. 2801 POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMA WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a .2 corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint: Steven W. Palmer, Holly E. Hfers, Mary A. Dobbs, Bonny Smith or Roxana Palacios ofKibble & Prentice Holding Company of Seattle, Washington its true and lawful Attorney -in -Fact, to sip its name as surety only as delineated below and to execute, seal, acknowledge and ti deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obliga, on shall exceed Thirty Million and 00/100 Dollars ($30,000,000.00), to the same extent.as if such bonds had been duly executed and cn = Z acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, > t8 without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following >1 resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000: t� > "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and Cc 2 qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on 0 = 0 behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or manner other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further 0 RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power c" of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be E- such at the time when such instruments shall be issued." IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its 0 0 = M corporate seal hereunto affixed this �,2-dav of 2008. 0 cl nal Insurance Company Attest: Berkley V59 .6 (Seal) By By 2 �r� P'e Ira &`Lederman Robert P. Cole Senior Vice President Senior Vice President & Secretary t.�2 WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY- SECURITY PAPER. STATE OF CONNECTICUT) N 0 ss: COUNTY OF FAIRFIELD CZ Sworn to before me, a Notary Public in the State of Connecticut, this A-2 day of 2008, by Robert P. Cole and Ira S. Lederman >1 who are sworn to me to be the Senior Vice President, and the Senior Vice President and Secretary, respectively, of Berkley Regional Insurance Z cn Company. EILEEN KILLEEN 0 m NOTARY PUBLIC U Notary Public, State of Connecticut �E MY COMMISSION EXPIRES JUNE 30,2012 CERTIFICATE 1, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attomey-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this �2& day of (Seal) John F. B .. . �*�- ' - - tA 9 0 Instructions for Inquiries and Notices Under the Bond Attached to This Power Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia Insurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group, LLC 412 Mount Kemble Avenue Suite 31ON Morristown, NJ 0796q,\ Attention: Surety ' Claims Department Or email BSGClaim@berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. CITY OF EDMONDS 121 5th AVENUE NORTH - EDMONDS, WA 98020 (425) 771-0220 - fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT 1'.7 C. I goo November 20, 2015 Berkley Regional Insurance Company 7015 1h Ave, Suite 3506 Seattle, WA 98104 DAVE EARLING MAYOR Re: Maintenance Bond #0129323; for Edmonds Medical Building Associates, LLC "Premier Orthopedics" @ 2t401 72 "d Ave W, Edmonds, WA (Permit BLD2011-0815) Dear Sir or Madam: The City of Edmonds hereby authorizes the release of $4,200.00 from the above referenced Maintenance Bond. All interested City departments have approved the release of said Bond. Sincerely, eo Y� Kristin Johns Senior Permit Coordinator cc: Owner File Incorporated August 11, 1890 Sister City - Hekinan, Japan j: . , I CITY OF EDMONDS OV ED-Af CORRECTION NOTICE Scanned C'4 1P ENGINEERING DIVISION (425) 771-022.0 City Website: www.edmondswa.gov DATE: September 25,2015 PERMIT NUMBER: - BLD20110815 Edmonds Medical Building OWNER: Associates LLC SITE CONTACT: Scott Shanks nd ADDRESS: 2140172 Ave W. TYPE OF INSPECTION: FINAL INSPECTION F] WORK DESCRIBED BELOW HAS BEEN INSPECTED AND APPROVED -APPROVED PLANS AND PERMIT JOB CARD MUST BE AVAILABLE TO INSPECTOR ON SITE I Z CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED AND/OR THE NEXT P14ASE OF WORK IS STARTED. RECALL FOR INSPECTION REINSPECTION FEE MUST BE PAID PRIOR TO NEXT INSPECTION REQUEST. STOP WORK UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR There are several locations along the frontage were there is cracking, chipping and settling of the curb and gutter. All failed sections need to be removed and replaced. 1. Curb and gutter at the catch basin in the driveway of address 21431 72 d Ave W. 2. Gutter panel within south driveway entrance at site. 3. Curb to the north of south driveway entrance (street curb transitioning into private property). 4. All curb and gutter between the mail box and south driveway approach. 0 5. A 2' asphalt cut is required where curb and gutter is removed. For inspection scheduling call 425-771-0220 x1326. Page 2 of 2 MAINTENANCE BOND RELEASE FORM MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION FROM: ENGINEERING DIVISION DATE PLEASE SIGN �LANNING DIVISION DAT 000' DATE SENTIO. UE BACK:- '�'�J-31 RECEIVED: PERMIT #. bXZ) 5-ADB# DATE INSPECTED PROJECT tf;�W\ 0 VTDS M &D I ()� L, k) 6) -f�(- . SITE ADDRSS- 2., 1 L�b -2� K��- P(Vf,:7' t'l.)— OWNERS M C--,J) 1'C1\-L-,, 6W�,6� / OWNER ADDRESS.00cl WPkA 10q TYPE OF BOND TO BE RELEASED s 4 h I 01L.-I — BOND DATE POSTED 1-,76 - V2- BOND ENPIRES it zz 14 Please field inspect at your earliest convenience for the release of the subject bond. If there are outstanding requirements, please note in the space provided. Failure to respond by the noted bond expiration date constitutes Department approval and automatic release of the bond. It is each Department's responsibility to contact the developer/owner when outstanding issue prevent the release of the b7lease copy the Permit Coordinator on all City correspondence sent regarding this bond. BOND IS APPROVED FOR RELEASE -:�&�e4 e-� PD I . BOND IS NOT APPROVED - OUTSTANDING REQUIREMENTS NOTED t 2. 3. WORK TO BE COMPLETED WITHIN DAYS COPY TO FILE SUSPENSE TO COPY TO DEVELOPER CONTRACTOR L:\TEMP\BUILDING\FORMS\Certificate 0ccupancy\bondre1.D0C7/17/2009 S�, t�% ov EDAJ 0 Date Bond Posted 0 Date Bond Expires Bond Number 0129323 City of Edmonds 1h Edmonds - WA 98020 - (425) 771-0220 Fax (425) 771-0221 121 5 AvenueNorth Website: %v%vw.ci.edmonds.%va.us DEVELOPMENT SERVICES DEPARTMENT 11-W K) st 19,9 Planning - Building - Engineering . I og MAINTENANCE BOND/BONDING COMPANY Edmonds Building Permit No. - Project Address 21401 72nd BLD 2011081S Ave W Developer/Owner Edmonds medical Building Associates. LLC Edmonds Medical Building W HEREAS, Associates, LLC hereinafter referred to as "the Principal", has constructed and installed certain improvements in connection with a project known as Premier Orthopedics — on a site located at 2 14 0 1 7 2 Ave W. within the City of Edmonds, and WHEREAS, in order to provide security for the obligation of the Principal to repair or replace any improvement which proves defective within two (2) year(s) (not to exceed two years) from acceptance of the improvement by the City of Edmonds herein referred to as "the City", and to enable the City to release the performance bond provided in connection with said improvements, this bond has been secured and is hereby submitted to the City. NOW, THEREFORE, the undersigned Principal and i3erkley Regional Insurance Compa y a corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors, administrators and assigns, unto the City in the SUM Of$ 4,200. 00-- _, lawful money of the United States, according to the following terms and conditions: 1) The Principal and Surety agree that in the event that any of the improvements installed by the Principal or Surety pursuant to the above referenced plans, conditions and file fail to remain free from defects in materials, workmanship or installation or in the case of landscaping, fail to survive for a period of two (2)year(s) from the date of acceptance of the installation by the City, the Surety shall, upon demand of the City and the failure to cure the defect within a reasonable time as determined and specified by the City, remit to the City within ten (10) days of receipt of demand for remittance, the amount of this bond or such lesser amount as may be specified in the demand. 2) If the Principal fails to cure any defect within the time period requested by the City, its employees and agents are hereby authorized to enter onto said property and perform said work. This provision shall not be construed as creating an obligation on the part of the City or its representatives. 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. LABuilding New Folder 2010\Forms\BONDMainBonding.doc6/29/2011 4 1 `Z4 City of Edmonds Maintenance Bond Bonding Company Page Two 4) This bond shall remain in force and effect until the obligations secured hereby have been fully performed and until released in writing by the City at the request of the Surety or the Principal. DATEDthiS 20th day of November 5 2012 Berkley Regional Insurance Company 'Boind1w"Company Officer/Thie Roxana Palacios, Attorney -in -Fact �01'Fitth_.Ave., Suite 3506 -.qeattle.' Mail-ing. Address/Phone '0129323 Bond Number Edmonds Medical Buildinq Associates, LLC Develop wner/i' rincipal PrintNamesc"tt shanks, Member 8129 Lake Ballinger Way, Ste. 104 Edmonds, WA 98026 Mailing Address 425-329-0848 Phone Number BONDING COMPANY SURETY ACKNOWLEDGMENT STATE OF WASHINGTON ss. COUNTY OF King OnthiS 20th , day of November _,2012 , before me, the under- signed, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Roxana Palacios Jorne known to be the. Attorney -in- Fact — OfBerklev Regional Insurance Compan the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seat hereto affixed the day and year first above written. Mary A. Dobbs B y of- oe� !A�- 0 NOTARY PUBLIC in and for the State of Washington, residing at k N Seattle PUBL%G j 5 ,99F W LABuilding New Folder 20 10\Forms\BONDMainBonding.doc6/29/2011 0 City of Edmonds Maintenance Bond Bonding Company Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ) ) ss. COUNTY OU ) On this day of �06e before me, the under- signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Scott Shanks to me known to be the member Edmonds Medical Building of Associates, LLQ. � the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he. was authorized to WITNESS my hand and official seal hereto affixed the day and said instrument. 400,12"N %_ ISU "Its BY: �j 01 Z NOT _PbBfffd' in t A.V .r'$ "�; P go le o ashington, r 0 Aug%-\ Nib 72-31 -R;ee ON LABuilding New Folder 2010\Forms\BONDMainBonding.doc6/29/2011 No. 2801 POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMA WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. RANCE COMPANY, (the "Company"), a KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSU v corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, �a has made, constituted and appointed, and does by these presents make, constitute and appoint: Steven W. Palmer, Holly E. [fifers, Mary A. Dobbs, Bonny Smith or Roxana Palacios of Kibble & Prentice Holding Company of Seattle, Washington its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakin 9, with the exception of Financial Guaranty Insurance, providing that no single obl gation .9 shall exceed Thirty Million and 00/100 Dollars ($30,000,000.00), to the same extent as if such bonds had been duly executed and -2 Z acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws'of the State of Delaware, > wing ;3 without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the follo resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000: E > "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attomey-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further 0 RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and ftirther RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or E = persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be U C:L� E such at the time when such instruments shall be issued." ff and its IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate o icers 0 0 '. r. bb corporate seal hereunto affixed this )41-dav of P�� 2008. 0 Attest: Berkley V01 nal Insurance Company 0 �6 (Seal) By By 0 Ira.&'Lederman Robert P. Cole t 0 Senior Vice President & Secretary Senior Vice President Z �0 - E RITY PAPER. WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECU STATE OF CONNECTICUT)' N 0 ss: COUNTY OF FAIRFIELD Sworn to before me, a Notary Public in the State of Connecticut, this 1,2 day of 2008, by Robert P. Cole and Ira S. Lederman >=' CQn who are sworn to me to be the Senior Vice President, and the Senior Vice President and Secretary, respectively, of Berkley Regional Insurance Company. EILEEN KILLEEN NOTARY PUBLZC Notary Public, State of Connecticut MY COMMISSION EXPIRES JUNE 30,2012 t CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attomey-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. '20� :;;�Q— I Given under my hand and seal of the Company, this - day of (Seal) J . An F. B 79 Instructions for Inquiries and Notices Under the Bond Attached to- This Power Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia Insurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group, LLC 412 Mount Kemble Avenue Suite 31ON Morristown, NJ 07960 Attention: Surety Claims Department Or email BSGClaim@berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. Thornquist, Linda From: McConnell, Jeanie Sent: Tuesday, September 29, 2015 10:10 AM To: Thornquist, Linda Cc: Johns, Kristin; Rivera, Chris Subject: Premier Ortho - Edmonds Medical - 72nd Ave W RE: Maintenance Bond Releases FYI — this was inspected last week and corrections were sent out. Permit Trax has been updated with the latest info and this is back in the applicants court right now. Thanks! Jeanie From: Thornquist, Linda Sent: Tuesday, September 22, 2015 2:54 PM To: Machuga, Jen; McConnell, Jeanie; Zulauf, JoAnne Cc: Johns, Kristin Subject: Maintenance Bond Releases BUILDING PERMIT PERMITM BLD2011081 5 PROP OWNER: EDMONDS MEDICAL BLDG. ASSOC. LLC STATUS: FINAL ADDRESS: 21401 72ND AVE W, EDMONDS Tyler from First Western is looking for the Bond Release on this project. He knows that Planning went out there and had some issues. He said he talked to Jenn and he had "reasons" as to why they couldn't do it ... ? He apparently is waiting on answers from us. (Tyler 425-329-0848 or TYLER@FWDSINC.COM) Engineering ... Have you inspected? if not, can you asap? Thank you, Linda Linda Thornquist Senior Permit Coordinator City of Edmonds 425-771-022o ext. 1336 Our hours arefi-om 8am to 4--30Pm Monday, Tuesday, Thursday and Friday. 0 UR PERMIT CO UNTER IS CLOSED ALL DA Y ON WEDNESDAYS! << OLE Object: Picture (Device Independent Bitmap) >> Letter of Transmittal Washington State Department Of April 20, 2012 RECEIVED 44eHealth APR2 0 2012 Construction Review Services 3 10 Israel Rd. SE DEVELOPMENT SERVICES Tumwater, WA 98501 COUNTER Project Info: CRS# 60237493 Kruger Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC Key People: Assigned DOH Steve Pennington Reviewer: steve.pennington@doh.wa.gov Facility Kruger Clinic Orthopaedics, PLLC Administrator: Marilyn Degan 21600 Highway 99 Ste 130 Edmonds, WA 98026 (425) 774-2637 x. judy@krugerortho.com Architect Architectural Werks Inc Engineer: Janet Monda 12020 113'h Ave NE, Ste 2 10 Kirkland, WA 98034 (425) 823-2244 x. janet@awerks.com Consultant: Pennon Construction Company Inc Mac Sele 5303 1" Ave S Ste 100 Seattle, WA 98108 (206) 418-0235 x. macs@pennonconstruction.com Contact: SME Inc of Seattle Dallas Anderson PE 828 Poplar PI S Seattle, WA 98144 (206) 788-3829 x. dallasa@smeincofseattle.com Copies To: Local AHJ: City of Edmonds Architect / Engineer: Architectural Werks Inc Consultant: Pennon Construction Company Inc Consultant: Bellevue Mechanical Inc Contact: SME Inc of Seattle El Contact: N/A Z CRS File PO Box 47852 Olympia, Washington 98504-7852 www.doh.wa.gov/crs tel. 360-236-2944 fax. 360-236-2901 Project 21401 72nd Ave W location: Edmonds, WA 98026 Suite 3A Local Permit #: Facility Contact: Same As Administrator KI Local AHJ: City of Edmonds Leif Biorback 121 5th Ave N Edmonds, WA 98020-3146 (425)771-0220 x. Bjorback@ci.edmonds.wa.us Consultant: Bellevue Mechanical Inc Larry Boyer 1331 120' Ave NE Bellevue, WA 98005 (425) 679-5931 x. larry.boyer@bellevuemechanical.com Contact: N/A X. El DOH Child Birth Center Licensing F-1 DOH Office of Accommodations & Res. Care Survey DOH Office of Investigations & Inspections DSHS, Div. Of Alcohol & Substance Abuse DSHS, Aging & Adult Services Admin. L&I, Bill Eckroth, Electrical Section L&I. John Harvey, Factory Assembled Structures Page 1 of 16 Plan Review Comments for Project #60237493 t-acnity vata uertiticate: Facility Name: Kruger Orthopaedics Site Address: 21401 72nd Ave W Edmonds, WA 98026 Estimated Date of Occupancy: 12/2012 Licensee UBI#: 601850391 Critical Access Facility: 0 Yes E No Occupancy B Construction 2-B Applicable Code: 2000 NFPA 101 Group: Type: �n Number of Current: N/A Added: Removed: Total: Beds: Automatic Fire Sprinkler System: N Yes El No Type 13 Automatic Fire Alarm System: N Yes E] No Compartmentation req'd: NYes F-JNo Smoke Control System Provided: F-I Yes NNo P�4 Special Delayed Egress Control: 0 Yes NNo Location: Certificate of Need Required: F] Yes E]No CON Approval Granted: El Yes [—]No CON Number: Number of units: Private occupancy: Two person occupancy: Based on size of rooms used for sleeping Residents U Z 0 Based on size of common rooms Residents Maximum allowable licensable beds: Z *4 Qualifies for Assisted Living Funding Program F-I Yes E]No Number of qualifying units: U Cn -< This facility will be using general anethesia. 0 Z The data above is based on the information presented to CRS. Any change in the facility or facility program that causes the above information to be incorrect is subject to review by CRS. Approval for construction is not approval for licensure. A copy of the facility data certiflcate will be sent to the licensing agency. Page 2 of 16 Plan Review Comments for Project #60237493 Project Status: - Authorized to Begin Construction - The construction documents have been reviewed per Chapter 246-330 WAC Ambulatory surgery facilities and found acceptable. The stamped approved copy of the documents shall be kept and available for the licensing staff on site. Please note the following: Any changes/deviations (incl. change orders or addenda) from the approved documents must be submitted to the Department for review and approval. Please include your CRS number on all communications to Construction Review Services. You must notify the department when construction is complete, either by the included notification of construction complete (pink card) or by completing the form on the CRS website. Additional instructions may be printed on the pink card. When we receive notification, we will notify DOH Office of Health Care Survey that you have completed the review process and are ready for licensing. Ambulatory surgery facility licensing regulations do not allow use of the completed project area until the Office of Health Care Survey has been notified by CRS that the project has been completed. The local building official is responsible for building construction permitting and occupancy. Final licensing approval may be subject to a site inspection by DOH Office of Health Care Survey to verify compliance with Ambulatory surgery facility licensing regulations. If you have any questions please feel free to contact Construction Review Services. You can monitor project status and fill out our online survey at www.doh.wa.gov/crs. PROJECT CLOSE-OUT REQUIREMENTS You must notify the department when construction is complete by completing the following steps: Verify that you have resolved all of the comments on this form and have submitted any revisions Complete the Online Notification of Construction Completed at: http://static.doh.wa.gov/hsaa/fsl/CRS/i)ink card.htm Email or fax the assigned reviewer (see page 1) a copy of the approval from the local building department (final permit approval or certificate of occupancy); and Email or fax the assigned reviewer a floor plan showing the scope of work. You will be recommended to Licensing, when you have completed these items. You can monitor project status at www.doh.wa.gov/crs. Page 3 of 16 Plan Review Comments for Project #60237493 Technical Assistance (TA) Comments U TA _ July I 11h 2011 Attendees: Steve Pennington (steve.penninatonAdoh.wa.goy) - Department of Health Marilyn Degan - Premier Orthopedics Janet Monda — Architectural Werks Mac Sele — Pennon Construction Design and Construction team The preceding are preliminary comments provided as information and for use preparing the construction documents. These preliminary comments may be revised during subsequent submissions/conferences. Additional preliminary comments may be made during subsequent submissions. Items Received: Sketch TI Contact Certificate of Need at (360) 236-2955 to confirm what actions are needed with the relocation of your Ambulatory Surgery facility. LIFE SAFETY: T2 The main entry stair is a communicating space that the life safety code will look at more restrictively and will require a separation of the floors environmentally with a smoke barrier separation on the third floor in a fully sprinklered building. The doors on the third floor leading into the vestibule will need relites in order for the public to ascertain whether there is a risk in using this exit way in the event of a fire. T3 The wall separating the ASF from the clinic will need to be a fire partition as noted in the Washington state amendments to the International building codes in Chapter 422. T4 The wall around the medical gas storage/manifold room on the Is' floor level of the parking garage will be required to have a one hour fire barrier surrounding it. T5 The number 5 gauss line will have to be contained within the MRI area, so that it does not affect ASF patients or the public using the exit access corridors. T6 Doors must swing in the path of egress where there are 50 or more occupants using the allowance of 100 square feet per person. Page 4 of 16 Plan Review Comments for Project #60237493 U Architectural: T7 Drugs must be stored in a secured location, including refrigerated medications. T8 Patient toilets rooms must have doors that prevent entrapment. T9 Rooms that a clean or dirty with required pressure relationships should be provided with door closers to ensure that the pressure relationship is always maintained. TIO Public corridors are required to be a minimum of 5 feet wide except where stretchers are moved and then an 8 foot wide corridor is required. T11 A washable drop ceiling is permitted in the surgery corridor as long as it is clipped or gaskets or uses a ceiling tile that is a minimum of one pound in weight per square foot and sits flat in the ceiling grid. T12 Clearances for the PACU stations are 5 feet between gurneys and 4 feet off of a wall. T13 Patient restrooms supporting the PACU would need a means for disposing of fluid waste, a spray wand would be acceptable. T14 A clinical flush sink is required for the decontamination room. T15 The soiled utility room could be used as a soiled holding space for the Neptune unit docking station, soiled linen storage and infectious waste storage. T16 The billing office being open to the corridor is of a concern if they have any substantial amount of fuel load from files above that of a normal hazard level for a business occupancy. Mechanical: T17 A level one medical gas system is required, with a duplex vacuum pump and redundant oxygen supplied from a fully piped manifold gas system. T18 Only two vacuum outlets per operating room will be required to be piped in, as the Neptune unit will satisfy the requirement of the third vacuum outlet. T19 A medical gas zone valve is required outside of each operating room and one for the recovery room is also required outside of the outlets environment. Page 5 of 16 Plan Review Comments for Project #60237493 U T20 Inferred controls for the scrub sink and faucet is acceptable as long as the faucet is a gooseneck. Handle controls for hand -washing can be either wing handles or single lever. T21 A hot water re -circulating loop must be provided for the domestic hot water. T22 A fully ducted supply and return air system is required for the ASF. T23 Insulation of ducting should be exterior mounted to allow cleaning of ducting. T24 Low wall returns on the opposite walls and as far apart as possible shall be installed in the operating rooms. Laminar, non aspirating diffusers shall be used on the supply air. T25 Air exchanges in the operating rooms shall not exceed 20 ACH. Any amount over the 20 ACH would need to be reviewed and supported by an ICRA, studies and consistent with recommendations from ASHRAE, CDC, NIH. T26 Back flow protection for the building and any equipment connected to the domestic water system will be required. Electrical: T27 An emergency power generator system shall be provided meeting NFPA 110 and NFPA 99. T28 Security of the generator and fuel tank shall be provided. T29 A remote generator enunciator shall be provided at a nurse station where it can be monitored during business hours. T30 The branches of emergency power shall be provided, consisting of the Life safety branch, critical power branch and an equipment branch. The associate devices shall be placed on those branches as permitted by code. T31 All outlets shall be hospital grade. T32 Medical gas area alarms shall be provided for the PACU and the operating rooms. T33 Lighting in the operating rooms shall have lens and gaskets. T34 All patient bed locations shall be served from two sources of power. Page 6 of 16 Plan Review Comments for Project #60237493 0 U T35 Provide exit signs that clearly delineate the required exit pathways. T36 Provide exit access pathway lighting. T37 Surgery suites will need a code blue emergency call button. Intake conference 11/15/11: T38 How will the generator be fueled when there is no access within the property of the owner? WAC 246-330-510 T39 How are the .5 guass lines for the MR1 contained away from public areas? T40 Structural engineering buy off on overhead booms for lights or service must be provided. T41 Freeze protection in exterior stair must be provide for wet sprinkler systems per NFPA 13 T42 Revise life safety plan to show travel distances to the two require exit stairs that meet NFPA 10 1. T43 Smoke venting for anesthetizing locations to be provided per NFPA 99 Chapter 5. T45 The life safety branch of the emergency power system shall provide power to exit sign, exit access pathway lighting and services required to be on the life safety branch per NFPA 99 Chapter 3-4. Page 7 of 16 Plan Review Comments for Project #60237493 Kruger Otthopaedics NFPA 101, 2000 Version ASC Relocation of ASC Plan Review Comments: > LI > < E 0 0 U Z General: I [E) Two complete plans and specifications for the fire alarm system installation or modification shall be submitted for review and approval prior to system installation. The department reserves the right to defer plan review and inspections to the local authority having jurisdiction (AHJ). Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm -control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; name, address, and phone number of the agency receiving off -premises transmission of alarm; and the manufacturer, model numbers, and listing information for all equipment, devices, and materials. Incomplete plans and specifications will be returned without review. Plans and specifications may be submitted separately from construction documents during the construction of the project. For small renovation projects in which devices are only to be relocated or very few devices are to be added, provide two plans that shows the relocation of devices which may be submitted for review in lieu of the above requirements. This information can be included on the electrical or architectural plans. Verify with Department staff to determine if the scope of your project meets this criteria. Section 907. 1, International Fire Code Approved 1/30/11 — based on a pull stations also being located at stairwell # 2 door on level 3 and a pull station being located at the front entry door to the ASF per red lined drawings FA1.3 2 IHI i Two sets of sprinkler system working plans shall be submitted for review and approval before any equipment is installed or remodeled. The department reserves the right to defer plan review and inspections to the local authority having jurisdiction (AHJ). Deviation from approved plans will require permission. Plans and specifications, including hydraulic calculations, that are incomplete or are not stamped by a Washington State Licensed Fire SDrinkler Contractor. will be returned without review. Plans and specifications may be submitted separately from construction documents during the construction of the project. For small renovation projects in which heads are only to be relocated, a plan that shows the relocation of devices can be submitted for review in lieu of the above requirements. Section 903. 1, International Fire Code (A)Note: Sprinkler heads in the operating rooms are required to be the clean room concealed type to meet the monolithic ceiling finish requirements of the 2006 FGI. Page 8 of 16 Plan Review Comments for Project # 60237493 Kruger Orthopedics NFPA 101, 2000 Version ASC Relocation of ASC Approved 11/5/11 — Based on cut sheets provided that meet the above requirement. (B)Provide fire sprinkler protection in the stairwells to meet the minimum of one at the top of the stair shaft and under the first landing above the bottom of shaft per NFPA 13 5-13.3 (reference sheet 4 of 4 of Patriots drawing) Approved 11/5/11 — Based on cut sheets provided and response that the heads will be provided. Contact the Certificate of need program with the Department of Health at (360) 236-2955 to process the change of location for your Licensed Ambulatory surgery facility. Response: Judy Wood has contacted DOH staffper SP recommendation. It was suggested to re -contact and begin in 2 months. 4 El Provide in the functional program per 2006 FGI 1.2-2.1 the following: (a)What types of procedure will be performed at the new site. (b)Where are medications stored and secured. This would also include securing of refrigerated medications. (c)ls the ice machine conveniently located for emergency use for patient in hypothermia? (d)How/ where are laundry services provided? Approved 1/30/11 — based on comment response and updated functional program. El How will continued access be provided to the emergency power generator for fuel re -supply with no direct access from on -the -property is provided? WAC246-330-510 (reference sheet A-101) Approved 1/30/11 — based on response that a fuel fill line will be added where the fuel truck can fill the generator tank from the front of the building. 6 El Provide steel bollard protection from vehicle damage to the generator and fuel tank from the neighboring parking lots per International Fire Code 3404.4.6 Locate these bollards no less than four feet on center per lFC Section 312. Approved 1/30/11 — based on drawings that show the bollards installed. 7 El Provide an exterior door or access next to the storage room on the east wall of the first floor to provide easy access to the generator for maintenance and testing purposes per NFPA 110 Chapter 6. (reference sheet A-111 grid line H2/3) Page 9 of 16 Plan Review Comments for Project # 60237493 Kruger Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC Approved 1/30/11 — based on a new door out of the storage room that accesses the generator. 8 El Provide a detail for the concrete service pad and seismic restraint for the emergency power generator and how clear service access will be provided per the manufacturer around the unit. WAC 246-330-505 (reference sheet C2) Approved 1/30/11 — based on drawings section that shows the concrete pad and seismic notes for anchoring. 9 0 1 Note: On fire rated doors that are designated to have door protection, the maximum I height of a non -listed applied panel is 16 inches above the bottom of door per NFPA 80 2-4.5 unless the door comes as an approved assembly with the door protection. Revise specifications per the above. (reference note # 7 on sheet A9. 1) Approved 11/5/11 — Based on comment response and modification of the door schedule to meet the above requirement on fire rated doors. 10 21 Provide door closers on the following doors to maintain the required pressure relationships per Table 2.1-2 of the 2006 FGI: A307A, A313A, A313A, A315A, A302A, A325A, A324A and A324A (reference sheet A2. 1,A9.1 &A9. I B) Approved 1/30/11 — based on sheets AMB that added the door closers. I I El Provide verification that the .5 gauss line for the MRI is contained away from public areas per 2006 FGI 2.1-5.5.5.8 (2) in the Lobby/Latte area. (reference sheet A2.4) Approved 11/5/11 — Based on sheet A2.6 dated 11/30/11 that shows the .5 gauss lined contained. i 12 El ii Provide a structural engineered sign off on the support systems for the surgical lighting system per WAC 246-330-505 (reference sheet A6.3 section # 11) i Approved 1115111 — Based on sheet S8.02 that provides an engineered support i system. 13 IK Provide details showing how the vertical and horizontal joints in the hygienic wall covering wainscot in the operating rooms will be joined to fon-n a monolithic finish per 2006FG13.7-5.2.2.4(3) (reference sheet A9.2 and A6.1) Not Approved 1/3 0/11 — The vertical weld joint is acceptable, but the "J" mold top start edge trim is not acceptable, as it does not form a good seal against the wall protection. A Page 10 of 16 Plan Review Comments for Project # 60237493 Kruger Orthopedics NFPA 101, 2000 Version ASC Relocation of ASC solid surface trim piece or just a caulked top of wall protection to the wall is acceptable. Provide alternate top trim detail. Approved 4/2/12 — Based on modified note on sheet A9.2 14 El Provide a stamped and signed plumbing drawing by the engineer of record per WAC 246-330-505 Approved 1/30/11 — based on signed plumbing drawings received. Life Safety: 15 El Provide a 45 minute rated fire door to the medical gas storage room that is one hour rated per NFPA 10 1 Chapter 8.2.3.2.3.1 (2) (reference sheet A- 119 and A- I 11) I Approved 1/30/11 — based on comment response that added the door rating. 16 FxI Provide a two hour fire barrier with a 90 minute rated fire door around the elevator equipment room per the International Building Code Section 3006.4 (reference sheet A- I 11) Approved 1/30/11 — based on drawing that shows the 2 hour rating. 17 El Provide a one hour fire barrier around the Electrical service room on the first floor and a second exit meeting NFPA 70 f Article 110.26 (C) (2) for rooms with over 1200 amps of service and equipment over 6 feet wide. Approved 1/30/11 — based on the one hour rating being provided and no second door being required as they are providing twice the work area per the exception. 18 a] Provide an updated life safety plan for the 3d floor showing the two required exits per NFPA 10 1 Chapter 20 separate from the atrium exit that has been separated by a one hour smoke barrier. WAC 246-330-505 Approved 11/5/11 — Based on comment response that made the two exit stair enclosures # 2 and #3 the two required exits for the ASF. 19 El Change the swing of door # A3 3 1 B to swing in the path of travel to access the second NFPA exit stair # 3 per NFPA 10 1 Chapter 7.2.1.4.2 Approved 11/5/11 — Based on comment response and sheet A2.1 that changed the door swing in the path of egress. Page I I of 16 Plan Review Comments for Project # 60237493 Kruger Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC 20 El Verify or provide the rating of the 3d floor door and wall assembly that door # 300A is part of to form a smoke barrier to provide the communicating space separation per NFPA 10 1 Chapter 8.2.5.5 Approved 11/5/11 — Based on comment response that these doors are in a one hour rated fire/smoke barrier wall. 21 El I Boiler room/mechanical room on roof that has direct access into stair well # 3, which cannot have direct access to that stairwell per NFPA 10 1 Chapter 7.1.3.2.1 (d) and the International building code Section 1022.3 Approved 1/30/11 — based on the door being eliminated from the stair well. Mechanical: 22 El Modify the following pressure relationships per Table 2.1-2 of the 2006 FGJ: (A)Room A324 sub sterile is required to be positive. Approved 1/30/11 — based on this room being adjusted to a positive pressure relationship, but less positive than the operating rooms. 23 N � How is smoke venting provided for anesthetizing locations per NFPA 99 Chapter 5-4.1.2 Approved 1/30/11 — based on comment response of sequencing. 24 El I How is humidity addressed for the operating rooms? WAC 246-330-505 Not Approved 1/30/11 — DOH will not require built in humidity, but CRS does need to know what the policy and procedure is, if the humidity is out of the acceptable standard ranges and how the facility would know if there were out of range. Response: A humidity sensor will be added to each operating room. The humidity levels will be monitored by the building management system and sound an alarm if humidity is outside the acceptable standard range of 30%-60%0. If the alarms sounds, schedule surgeries will be canceled or delayed unit an acceptable humidity level is reached. Approved 4/2/12 — Based on comment response above. 25 El I How are pressure relationship maintained during off hours and weekends? I WAC 246-320-505 Approved 1/30/11 — based on the AHU's running 24/7 per comment response. Page 12 of 16 Plan Review Comments for Project # 60237493 Kruger Orthopedics NFPA 101, 2000 Version ASC Relocation of ASC 26 El I Provide the locations and rating for the pre and final filters for the ambulatory surgery I facility meeting Table 3. 1 -1 of the 2006 FGL (Found the Hepa filters in the supply diffusers of the operating rooms, but could not find the filtering for the rest of the unit. Approved 1/30/11 — based on sheet MO.02 and notes #12&13 on heat recovery schedule. Electrical: 27 El Provide a shared medical gas alarm for the operating rooms located in the same corridor per NFPA 99 Chapter 4-3.1.2.2 (c) (reference elevations on sheet A7.2) The recovery area is required to have one of its own. Approved 1/30/11 — based on sheet E2.3B that added the area alarm panel. 2 8 El Provide sprinkler freeze protection in stair wells # 2 & #3 per NFPA 13 5-14.3.3 (reference sheet M2.01) Approved 1/30/11 — based on a dry sprinkler head being used in the stairwells. 29 IE 1 Provide a physical separation between the normal power distribution and the emergency distribution transfer switches on the first floor electrical room to prevent essential power interruption by a failure in the normal distribution per NFPA 70 Article 517.35 (C) (note this could be a hard wall partition of the room into two areas) Approved 1/30/11 — based on wing walls being provided to form a separation. 30 El Recommend that the ice machine in room # A304 be placed on the critical branch of emergency power as it will supply the ice for patients in hypothermic; shock and without power the ice would not be dispensed from the machine. Approved 1/30/11 — based on both the freezer and ice machine being provided with critical emergency power. 31 El Atrium door hold open circuits NL 1 -3 need to drop out on fire alarm as this is a rated fire i barrier. Are these hold open devices on a relay with the fire alarm? WAC246-330-505 (reference sheet E2.3A) Approved 1/30/11 — based on comment response that the hold opens are controlled by the fire alarm control panel that drops them upon building alarm. Page 13 of 16 Plan Review Comments for Project # 60237493 16 Kruger Orthopedics NFPA 10 1, 2000 Version ASC Relocation of ASC 3 2 21 1 Provide two sources of outlet power in operating rooms # A320, # A319 and # A318 per NFPA 70 article 517.19(A) that requires both normal and emergency power. (reference sheet E2.3B) Approved 1/30/11 — based on sheet E2.3B that added the normal power sources in addition to the critical power. 3 3 Provide manual pull stations at the entrance to star well # 2 & #3 and at the exit/entrance to the ASF per 1999 NFPA 72 2-8.2.2 and 2006 FGI 3.7-6.4.1 (reference sheet FAI.3) Approved 1/30/11 — based on comment response and red lined FA drawing. 3 4 IHI Provide a ground wire that is the same size of the conductor in anesthetizing locations per NFPA 99 Chapter 3-3.2.1.2 (5)(b) Approved 1/30/11 — based on sheet E2.3B typical that shows the ground wire size. 35 El I What is the run time on the emergency power generator at full load with the fuel supply allowance provided? WAC 246-330-505 Approved 1/30/11 — based on comment response that a 12 hour run time will be provided. Plumbing: 36 ON The faucet for the following hand washing stations must be a gooseneck with either wrist blades or single lever controls per 2006 FGI 1.6-2.1.3. 1: );;Taucet for sink # P2A convert to gooseneck device Approved 1/30/11 — based on cut sheet received and comment response that the faucet type above will be provided. 37 IE Provide a bed pan spray wand on any two of the recovery room patient toilets to facilitate disposal of fluid waste in the recover area per 2006 FGI 3.7-2.5.6 (2) Approved 1/30/11 — based on sheet P05 and comment response that added the bed pan washers to two patient restrooms. 38 Provide reduced pressure back flow devices to each sterilizer, the instrument washer and I for the Neptune docking bay hot and cold water connections I per 2006 FGI 3.1-7.1.2.3 (3)(a) (reference sheet P05) Not Approved 1/30/11 — Provide cut sheets on the Neptune docking station that verifies Page 14 of 16 Plan Review Comments for Project # 60237493 4 Kruger Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC that it has no water connections. Typical ones submitted all had water connections in order to flush out the Neptune mobile unit. Response: A hot water hose bibb connection through a reducedpressure backflow prei,enter has been added to sen,e the Neptune docking station, see reWsed sheet PO.5 Approved 4/2/12 — Based on comment response above. 39 El I Provide a service isolation valve on the oxygen, Vacuum, nitrous oxide medical gas lines on the horizontal branch lines as they come off of the vertical riser on the third floor per NFPA 99 Chapter 4-3.1.2.3 (e) (reference sheet P05) Recommend that the compressed air branch line also receive a service isolation valve. Approved 1/30/11 — based on comment response and sheet P05 that added the isolation valves. 40 The zone valve for the medical gas outlets in the recovery area cannot be located in the same environment as the outlets per NFPA 99 Chapter 4-3.1.2.3 (d). But there is no other location to locate it behind a door/wall where it is accessible in the egress route. I Recommend that the location for the zone valve remain, but that a cross corridor door be i added west of the ante room to form a separate environment. Not Approved 1/3 0/11 — The zone valve needs to be environmentally separated from the outlets, so that a fire fighter or staff does not have to go into the area of fire involvement by oxygen fed fire to shut the gas off. Provide alternate location. Approved 4/2/12 — Based on zone valve being relocated into ante room # 332. 41 191 1 Note: The third required vacuum outlet is credited to the use of the Neptune units in each of the operating rooms. 42 Provide a detail showing the air gap to the drain for the ice machine drain hose of a minimum I" per International plumbing code Chapter 801.2 Approved 1/30/11 — based on sheet P06 that shows the air gap. 43 El Provide a one line drawing off all the medical gas manifold systems showing source I valves, check valves, relief valve, and redundancy switch over device, gauges, master alarm switch etc meet NFPA 99 Chapter 4-3 and figure 4-3.1.1.6 of the 1999 version. Not Approved 1/3 0/11 — Provide the source valve location, check valves from tanks and relief valve piping routing from them. Page 15 of 16 Plan Review Comments for Project # 60237493 Kruger Orthopedics NFPA 101, 2000 Version ASC Relocation of ASC Approved 4/2/12 — Based on modified section four of sheet P06 which shows the devices. 44 El Specifications on sheet P 10 part 4.14 A speaks to using dental surgical vacuum. This system is not a level 3 dental system and must meet all the requirements of a level I medical gas system per NFPA 99 Chapter 4-3. Approved 1/30/11 — based on sheet PIO update showing a level 1 system. Compliance with the comments above provided by the Department of Health, Construction Review Services are necessaryfor thisfacility to meet the requirements of the applicable licensing regulationsfound in the Washington State Administrative Code and associated references. These comments do not relieve thefacilityfrom the responsibility to meet the requirements of any other applicable federal, state or local regulations. In the event of conflicts between otherjurisdictions and these written comments, the most stringent shall apply. Page 16 of 16 Plan Review Comments for Project # 60237493 I* SNOHOMISH HEALTH DISTRICT WWW.SNOHD.ORG November 21, 2012 Judy Wood Practice Manager Premier Orthopedic Group 21401 72 Id Ave W Edmonds, WA 98026 Environmental Health Division Subject: Proposed Premier Orthopedic Group, 21401 72 nd Ave W, Edmonds Dear Ms. Wood: A10 V 2 7 2012 DEVELOPMENT SERVICES COUNTER Your plans have been received; however the plans cannot be approved as submitted. The following information is needed prior to further plan review. 1.- - A copy of an NSF listing with the manufacturer Vita--wmix was -included -with the -equipment -cut --- sheets. However, no specific blender or model number was included. The model number for the proposed Vita -mix blender must be submitted. 2. Only one refrigerator is included in the proposed cart plans and cut sheets. Is. any backup refrigeration proposed? If so, where will the backup refrigeration be located? If backup refrigeration is proposed, the manufacturer names and model numbers for the refrigeration must be submitted. 3. No finish schedule (final surfaces for floors, walls, ceilings, counter, and cabinets) was submitted for the cart, three -compartment sink, mop sink, and dry storage areas. The finish schedule for these areas must be submitted. 4. The plans submitted for the three -compartment sink/handwash sink and mop sink areas are not legible. A larger scale floor plan must be submitted. The scale of the drawing must be no smaller than % inch equals 1 foot, drawn to scale, showing the location of all equipment, plumbing fixtures and the like. Please note that plans may be submitted in an unsecured PDF format. Cut sheets and all other information may also be submitted in a PDF format. Please note that prior to operating permit issuance and approval to open the new facility, after the Health District plan review process is completed and construction is finished, the Health District permit application process must be completed and a preoperational inspection must be conducted. Please contact me if you have any questions. My office number is 425.339.5250 and my email address is.rhoPPa(cD_snohd.or,q. Since�, r 5 R obert A. Hopp E viro nvironmental ;ealth Specialist Food Establishment Plan Review "W 20 In 17, cc: City of Edmonds Building Department Brent French, IRS, Environmental Health Specialist 3020 Rucker Avenue, Suite 104 N Everett, WA 98201-3900 m tel: 425.339.5250 0 fax: 425.339.5254 9802 29h Ave. W #B1 02 Everett WA 98204 425-356-3372 425-356-3374 fax _*M' December 5, 2012 El 1041 Mr. Scott Shanks First Western Development Services, Inc. 8129 Lake Ballinger Way, Suite 104 Edmonds, Washington 98026 Subject: Geotechnical Engineering Final Evaluation Edmonds Medical Office BuildingYPremier Orthopedic 2140172 "d Ave West Edmonds, Washington Dear Mr. Shanks: E3RA is pleased to submit this letter documenting the completion of the retaining wall constructed on the north property thie at 21401 72d Avenue West in. Edmonds, Washington. The undersigned is the design'engineer for the wall system and prepared the wall designs the project. As a result of this role, we :also Rmctioned -as .-the Special Inspector. in accordance -with our -responsibilities -as Special Inspector, we evaluated pile foundation construction, excavation stability for jackshafts and vaults, backfill placement and compaction, drainage installation, and temporary and pen-nanent.erosion control measures. We conducted periodic visits during the construction of the project. During our visits, we observed and documented the following: Augercast Pilc� — We were onsite on a full time basis to monitor the installation of the augercast piles which support the building. The piles were installed in accordance with the recommendations of our ge otedhnical report for the project and the approved structural engineering plans. Jackshaft Installation — E3RA monitored the installation of the elevator jackshafts for the project. The jackshafts were installed in accordance with the plans and do not adversely affect the support characteristics of the pile foundation system. Soil Compactio — Fill was placed and compacted around the vaults in accordance with the project specifications. Fill materials were approved and compaction monitored for fill materials placed in association with curbs, gutters and utility installations in 72 "d Avenue West, as well as selected locations on the site. Compaction was also checked for slab -on -grade and generator pad construction and tests indicated that the project specifications were met Subsurface Drainage Pipe — Perimeter drainage was installed in accordance with the project plans. Erosion Control-Tempora - TESC was completed in accordance with current Best Management Pracitces.for construction sites. Erosion Control-Penrianent — All permanent erosion *control measures were in place at the time of the final engineering inspection by the undersigned. Page 2 December 5, 2012 Based on our observations, it is our opinion that the project has been constructed in general accordance with the approved plans, the geotechnical report prepared by our firm dated July 5, 2011 and industry practice for similar work. We appreciate the opportunity to be of service on this project. If you have any questions regarding this repoil or any aspects of the project, please feel free to contact our office. Sincerely, TA E3RA, Inc. Dean M. White, P.E. 2773 -Engineer Principal I ene : VultYPIOUMPOI TF1--)U lz--:5—fz- I /") C. I so�) CITY OF EDMONDS 121 5th AVENUE NORTH * EDMONDS, WA 98020 (425) 771-0220 FAX'(425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT December 7, 2012 Whidbey Island Bank Nils Bajczuk, VP 19510 58h Ave W Lynnwood, WA 98036 Re: Performance Frozen Fund Account #7000100565, Edmonds Medical Building Associates, LLC at 2140172 nd Ave W, Edmonds WA Dear Sir or Madam: DAVE EARLING MAYOR The City of Edmonds hereby authorizes the release $88,973.60 from the above referenced Performance Bond. The performance bond has been replaced with a maintenance bond which must be held in place for a period of two years, until written City approval has been sent authorizing release. All interested City departments have appro ved the release of the Performance Bond. Sincerely, Marie Harrison Senior Permit Coordinator Cc: Applicant File L/Temp/DST's/MasterLeuers[ReleasePerformance02/01 Inqorporated August 11, 1890 Sister City - Hekinan, Japan r, V 4 /- a OV 4b 0:8- 0 Date Expires Account Number (J A T City of Edmonds 121 5"' Avenue North - Edmonds WA 98020 - (425) 771-0220 Fax (425) 771-0221 Website: ww%v ci.ednionds.\vams I — — — __ DEVELOPMENT SERVICES DEPARTMENT ��_ C\ sc)�) Planning - Building - Engineering PERFORMANCE FROZEN FUND Edmonds Building Permit No. BLD20110815 Project Address 21401 72ND AVE W EDMONDS WA 98029 Owner/Deveioper FoMnNnS MFnTr8i BUTI-DING ASSOXI-ATES, LLG With reference to the above identified project, this will certify that this Banking Institution has a frozen fund account/savings account (or loan) for the above -referenced developer/owner for the project so identified. In consideration of the permitted development of the property this institution hereby agrees that it will freeze the sums of money for the indicated site improvements pending written authorization for release of said funds by the City of Edmonds in the amount of $ 88,973.60 The total sum indicated will be withheld by this Banking Institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated site improvements are those required by the City of Edmonds and appear in the above -referenced Edmonds building permit file and are in compliance with the Edmonds Community Development Code of said City. In the event the owner/developer fails to complete the indicated improvements within six X*Xk�(months, (not to exceed 24 months) the City of Edmonds may demand, and the institution shall make� payment to the City of said funds so that the improvements can be installed or completed immediately to City standards. The institution shall not be liable to the owner for any disbursement of said funds to the City of Edmonds. It is hereby specifically agreed by and between the parties hereto that in the event that any legal action must be taken to enforce the provisions of this agreement or to collect said frozen fund, that the prevailing party shall be entitled to collect its cost and reasonable attorneys' fees as a part of the reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of these issues, prior to the filing of any suit, the actual costs incurred by the City, including reasonable attorneys' fees, shall be considered a pail of the obligation hereunder secured. Said costs and reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of this frozen fund account, but also over and above said body as a part of any recovery in any judicial proceeding, in addition to recovery of the funds. LAB U i I d i ng N ew Fo I d e r 2 0 1 Worm s�13 ON DPer forma nce Frozen. doc6/29/2 0 11 0 % City of Edmonds Performance Frozen Fund Account Page Two WHIDBEY ISLAND BANK Finan tion OffleeK itle �ILS BAJCZUK, V.P 19510 58TH AVE W LYNNWOOD WA 98036 Mailing Address 7000100565 Account Number EDMONDS MEDICAL BUILDING ASSOCIATES, LLC Owner/Developer/Principal L PrintName C SCOTT SHANKS, MANAGER 8129 LAKE BALLINGER WAY EDMONDS WA 98026 Mailing Address (425) 329-0848 Telephone Number FINANCIAL INSTITUTION ACKNOWLEDGEMENT STATE OF WASHINGTON) ) ss COUNTY OE566rfilsh) On this day of b?CfMbP(' —, Poll 3 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and swom, personally appeared N1,16 &-)C-ZL)1C- tomeknowntobethe Vice Anj"'qn� of W byA -f6[cJ6aj0k _, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that h r- -was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. LLIONDA S. STINNETT OT NOTARY PUBLIC S T T� TATE OF WASHINGTON C C M OMiMiSSION EXPIRES 24. 2015 4,OA ZLJ� NOTARY PUBLIC in and for the State of Washington, residing at L Iio r) waod LABuilding New Folder 2010\Forms\BONDPerformanceFrozen.doc6/29/2011 0 City of Edmonds Performance Frozen Fund Account Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ss. COUNTY 0 On this day of before me, the under -signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared torneknowntobethe A '-n Ar-1 e%-.p -0 fc!�" "hi �,-,Arp ]4ff=-. LIA2, the general partnership that �Jed' the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that Lwas authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day NANCI LEE BUSBY NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES DECEMBER 31. 2011 year JaIC in`tnM br'the State of residing #t I LABuilding New Folder 2010\Forrns\BONDPerformanceFrozen.doc6/29/2011 0 I] L OLYMPIAN PRECAST INC. wwwolyprecast.com 19150 UNION HILL ROAD TEL (425) 86& 1922 POST OFFICE BOX 539 REDMOND, WA 99053 FAX: (425) 8611-1400 REDMOND, WA 98073-0539 Pr,"RiZ4�— 6WUPMt'6 044-tr - pre t O'V" _ QUALITY CONTROL PROGRAM Revised 1122107 MAR 23 2012 DEVELOPMENT SERVICES COUNTER Our Quality Control function is to make sure that the product conforms to specification and to prevent deviations from correct procedures during the production process. The quality Control Department is supervised by Donald Frazier. . Mr. -Frazier has been employed in the precast/prestressed concrete industry since 1970 and has been a Quality Control Supervisor since 1980. The Quality Control Department reports to the vice President, Kevin C. Jewell. On a typical day our routine involves: Checking all molds for correct configuration and dimensions against approved shop drawings. Insure that adequate provisions are providedfor hardware placement in products and all other miscellaneous items such as reglets, inserts, electrical boxes and block -outs. We also assure that molds are properly restrained so as not to let product exceed tolerances. If mold passes our inspection it is then O.K.'d with a green tag (enclosure #1) to let production crew know that they can proceed. In times of low prodUCtion when only one (1) quality control inspector is checking molds, the green tag is deletted and mold inspection results are relayed verbally to crew leadman. After passing mold inspection the product number is checked off the daily production sheet (enclosure #2). After the casting crew has set up the mold with the rebar and all embeds in place, the mold is again checked for correct placement Of reinforcing and embeds. Each individual product is checked after removal from mold for correct configuration and dimension. Each piece is marked with a panel number, Olympian Precast ob number and casting date on an unexposed surface. Occasionally, there are products which have all exposed surfaces. In that event, the product is marked by a tag. As a double check, for multiple inspectors, we also circle the panel number on our Daily Production Sheet after it is checked. Any discrepancies found are noted on daily production reports and followed up with a red tag (enclosure #1) attached to product and memos (enclosure #3) distributed throughout the plant, to appropriate parties. After the discrepancy is corrected, the supervisor inspects the correction and if satisfactory, also initials the memo and files the initialed memo. Testing carried.out on a daily basis includes concrete testing of cylinders, slump, and air content reported on a daily running log (enclosure #4). For Cem-Lite production (GFRC), slump, glass content and a V-0" square sample boa ' rd is made daily for each job in production. We make 4" x 8" cylinders for backing concrete, 4" cubes for small aggregate facing mixes, and cut 2" x 12" strips out of a sample board for Cem-Lite flexural strengths. Each different type of produict has its own reporting sheet (enclosures #5 and #6). Test results not meeting specification are reported to the vice President and Superintendent. Concrete Batching Mixes are reported in half sack batch mixes (enclosure #7) for the batch plant operator. The operator. keeps inventory of his daily batch usage (enclosure #8). Each individual piece of hardware used either in our product or by the erection crew is given a piece number and a drawing made on an 8 1/2" x 11 " card (enclosure #9) for shop fabrication. Jigs are then made in our shop as needed -and Quality Control does an overall check of material. Stud welding is checked at the beginning of each operation by the Leadman assigned to the weld shop. Special note: Any hardware devices with moveable components must be pre-set in the formwork and securely tied to prevent movement of those moveable components. Forms (enclosure #10) are kept in the Weld shop until completed and then transferred to Quality Control Files. Frames for ' GFRC panels are fabricated and checked for configuration and dimensions and correct welds the same as all products cast. Our plant's main source of sand and aggregate is from Manufacturers Minerals and Cadman Gravel. Many other specialty aggregates are available and brought into the plant in bulk or sacked depending on quantity. Sieve analysis is many times provided by the supplier or done here at eh plant and recorded in each job file that eh aggregate is used for (enclosure #11 and #12). OLYMPIAN PRECAST, INC. EQUIPMENT Quality Control Area -Include: 0 Office in main production area 9 Testing laboratory 0 Sample cast space on Mixer Deck & Storage Room 0 Sample Curing Room a Cem-Lite Testing Room Other Equipment: 0 Forney 400,000 lb. Capacity concrete testing machine. 0 M.T.S. Tensile Tetting Machine with 1,100 lb. Load cell capacity and recorder. a All necessary small hand tools 0 5,000 lb. Capacity dynamometer. a 6 x 12 steel cylinder molds. 0 4 x 8 steel cylinder molds 0 Capping compound melting pot. 9 4" cube molds and 2" cube molds. 50 lb. Capacity dial scale 1,500 gram scale. "Press-ur-Meter" air entrainment tester. Slump cone. a Temperature recorders. 0 Access to all ASTM, ACI, AWS and PCI reference literatu re. 71 OLYMPIAN PRECAST, INC. PRODUCTS Precast Concrete; Including Spandrels, Wall Panels, Columns, Beams, Lintels and Floor Slabs, etc. Glass Fiber Reinforced Concrete: - GFRC are products manufactur ed using a cementlaggregate slurry, reinforced throughout with alkali resistant glass fibers. . Stone Faced Panels: - Attached to a steel stud frame with our patented Oly mipian (Donaft) connection. MATERIALS Water Cement Aggregates & Sands Rebar Lightweight Aggregate Advacast 530 Micro Air Fritz 5 Fiberglass Polymer Steel Studs Miscellaneous Iron Galvanized Stainless Steel Nelson Studs Weld Wire Fabric Prestressing Strand Steel Tubing High Strength Bolts ASTM C-94 C-1 50 C-33 A-615 C-330 C-260 C-260 C-494 C-754 A-36 A-1 53 A-564 A-20,A-1 08,A-370 A-1 56 A-416 A-513 or A-500 A-325 COMMENTS Potable well at plant site Type I and Type III Usually 718" and smaller Usually #8 and smaller Expanded Shale fines through Super Plasticizer Air Entrainment Super Plasticizer Alkali Resistant Glass Fiber Curing Aid (GFRC) Framing for GFRC Products Angles and Plates used for bldg. connections Ang les and Plates used for bldg. connections Angles and Plates used for bldg. connections 0lLLubuNL "Job No P.O. No. REJECTED Part No. Part'Name: C� 0 No. of Pieces:- - Reason.- -Disposition - Inspector: - Date: OLYMPIAN PRE -CAST, INC. - 2 10 r77'.' Production For: Page I of 2 Bjorback, Leif From: Bjorback, Leif Sent: Friday, March 23, 2012 11:52 AM To: 'Jim' Cc: macs@pennonconstruction.com; Joe Sullivan; jeffs@pennonconstruction.com; Scott Shanks; Chuck Morris; Lawler, Patrick Subject: RE: Premier Ortho - OPI Quality Control Hi Jim, Thank you for the QC information from Olympic. No further documentation is needed li-y the city for testing of the panels. As we discussed, however, the installation of the panels will still require special inspection. I Regards, Le�f -3jdi-tvwk, Assistant Building Official 'City of Edmonds (425) 771-0220 ----- Original Message ----- From: Jim [mailto:jimw@ddgarchitects.com] Sent: Thursday, March 22, 2012 4:43 PM To: 13jorback, Leif Cc: macs@pennonconstruction.com; Joe Sullivan; jeffs@ pen nonconstruction.com�@ Scott Shanks; Chuck Morris Subject: FW: Premier Ortho - OPI Quality Control Hi Leif, I am following up on our phone conversation this afternoon. -Here is the QC information form Olympian Precast substa'ntiating the material testing that they conduct. Do you want to see copies of the concrete strength testing? Let me know if you still have questions. Jim Wieben From: Clarke Jewell [mailto:ClarkeJ@olyprecast.com] Sent: Thursday, March 22, 2012 4:06 PM To: Jim Cc: macs@pennonconstruction.com Subject: Premier Ortho - OPI Quality Control Jim, following up on your question this afternoon. I have attached Olympian's quality control program. All three organizations that Olympian is plant certified have strict requirements that Olympian abides by to provide our own in house testing by qualified personnel. The City of Seattle certification allows Olympian to conduct our own testing without the need for special inspection on each individual project. 3/23/2012 Page 2 of 2 Please attached link below describing the APA Plant Certification program in more detail: htt�://www.archprecast.org/plantcertification.htm If you have any questions regarding the APA certification program please feel free to contact the APA Executive Director @ Fred McGee 6710 Winkler Rd, Suite 8 Fort Myers, FL-33k9 Phone: 239-454-6989 Email:info@archprecast.org Let me know if you have any additional questions. Clarke Jewell Project Manager/ Estimator Olympian Precast, Inc. APA Plant Certified www.olyprecast.com T: 425-868-1922 3/23/2012 INC *Z-O cel MEMO DATE: February 15, 2012 TO: JIM WIEBEN, SCOTT SHANKS FROM: Chuck.Morris RE: Concrete breaks for piles # 722 and 723 As you know we have gotten some inconsistent and low concrete breaks for the piles noted above. The pile capacity is typically not governed by the concrete strength. The governing factures are typically the soil pile interface, both end bearing and side shear. This is the case for the piles on this project. I have re -run the pile as a concrete colun-m with the concrete strength as the governing element for the capacity of the pile. I find that with the concrete strength of t'c= 3000psi the conerete.column will provide a greater capacity than the pile design. Therefore the average concrete strength of f c= 3390 psi is acceptable. Structural Engineers * ' 80 Nickerson St. Suite 302 Seattle, WA 98109 (206)285-4512(V) (1200) 285-0018(F) Page I of 2 113jorback, Leif From: Mac Sele [macs@pennonconstruction.com] Sent: Wednesday, February 15, 2012 5:34 PM To: Bjorback, Leif Cc: Scott Shanks; Jeff Still; Joe Sullivan Subject: Premier Orthopedic - Special Inspections Low Breaks at Piles 722 and 723 Follow Up Flag: Follow up Flag Status: Flagged Leif, Attached is a memo from our structural engineer in response to the low concrete break reports associated with piles 722 and 723. Please review for your records. Please let us know if you have any questions or concerns. Thanks, Mac Sele, LEEDOAP Pennon Construction Company, Inc. 5303 First Avenue South, Suite 100 Seattle, WA 98108 206.418.0235 ext. 103 206.510.3575 cell 206.418.0237 fax www.pennonconstruction.com This message may contain confidentiaL andlor priviLeged information. If you ore not the addressee or authorized to receive this for the addressee, you must not use, copy, discLose, or take any action based on this message or any information herein. If you hove received this message in error, p�eose advise the sender immediateLy by repLy e-moiL and deLete this message.. Thank you for your cooperation. From: Jill Rouse [maiIto:JRouse@MAYESTESTING.com] Sent: Wednesday, February 15, 2012 3:03 PM To: Chuck Morris; City of Edmonds; Jeff Still; Jim Weiben; Mac Sele; Scott Shanks; Todd Wirtz Subje(t: L11583 Premier Orthopedic Group Building - Inspection Report 2/9/12 Good afternoon - Please find attached for your records our inspection report(s) for the Ll 1583 Premier Orthopedic Group Building project. Thanks, Jill Rouse Account Coordinator f rouse((Dmayestesting-com MAYES TESTING ENGINEERS, INC. 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 p 425 742 9360 f 425 745 1737 www.mayestesting.com 3/1/2012 - ?_A -)I) ;2- /-1-0 / 7 7A 110, PREMIER ORTHO PRE -CON - 12/19/2011 'Zoil— NAME PHONE EMAIL 4 f T e, 4, --39c, —5-1 fD Cd�, SCL2 ol 772,o d2 AA LA.) _q?_S--77S_- 2,6(,- - -?55 - -?3 ej �ev-h Iv,, c c 11#1 t x ) MkA_�� 1-740-TT -5.�JANYJ-�7 'D,�__c,,,,\ wc-) v-�- Mosc- tiz afe:�d 4-7j-. -m.ovzo nituoneU E edja=Yt uld .4 MAO o ci edkmdc. wd, af Rjw,&,L- ctew Is I �9- Letter of Transmittal January 30, 2012 RECEIVEI) JAN 30 2012 DEVELOPMENT SERVICE,' COUNTER I Project Info: 4 Washington State Department Of iHealth Construction Review Services 3 10 Israel Rd. SE Tumwater, WA 98501 PO Box 47852 Olympia, Washington 98504-7852 www.doh.wa.gov/crs tel. 360-236-2944 fax. 360-236-2901 CRS# 60237493 Project 21401 72nd Ave W Kruger Orthopaedics location: Edmonds, WA 98026 NFPA 101, 2000 Version ASC Suite 3A Relocation of ASC Local Permit #: Key People: Assigned DOH Steve Pennington Reviewer: steve.pennington@doh.wa.gov Facility Kruger Clinic Orthopaedics, PLLC Facility Contact: Same As Administrator Administrator: Marilyn Degan 21600 Highway 99 Ste 130 Edmonds, WA 98026 (425) 774-2637 x. X. judy@krugerortho.com Architect Architectural Werks Inc Local AHJ: City of Edmonds Engineer: Janet Monda Leif Biorback 12020 113'h Ave NE, Ste 2 10 Kirkland, WA 98034 (425) 823-2244 x. (425)771-0220 x. janet@awerks.com Bjorback@ci.edmonds.wa.us Consultant: Pennon Construction Company Inc Consultant: Bellevue Mechanical Inc Mac Sele Larry Boyer 5303 1" Ave S Ste 100 1331 120t' Ave NE Seattle, WA 98108 Bellevue, WA 98005 (206) 418-0235 x. (425) 679-5931 x. macs@pennonconstruction.com larry.boyer@bellevuemechanical.com Contact: SME Inc of Seattle Contact: N/A Dallas Anderson PE 828 Poplar PI S Seattle, WA 98144 (206) 788-3829 x. X. dallasa@smeincofseattle.com Copies To: Local AHJ: City of Edmonds 0 DOH Child Birth Center Licensing Architect / Engineer: Architectural Werks. Inc DOH Office of Accommodations & Res. Care Survey Z Consultant: Pennon Construction Company Inc DOH Office of Investigations & Inspections 9 Consultant: Bellevue Mechanical Inc E] DSHS, Div. Of Alcohol & Substance Abuse Z Contact: SME Inc of Seattle El E DSHS, Aging & Adult Services Admin. L&I, Bill Eckroth, Electrical Section F� Contact: N/A El L&I, John Harvey, Factory Assembled Structures E CRS File Page I of 15 Plan Review Comments for Project #60237493 0 0 Data Certificate: Facility Name: Kruger Orthopaedics Site Address: 21401 72nd Ave W Edmonds, WA 98026 Estimated Date of Occupancy: 12/2012 Licensee UBI#: 601850391 Critical Access Facility: E] Yes E No Occupancy B Construction 2-B Applicable Code: 2000 NFPA 101 Group: Type: rA r04 Number of Current: N/A Added: Removed: Total: Beds: Automatic Fire Sprinkler System: Z Yes No Type 13 Automatic Fire Alarm System: E Yes F� No U ot Compartmentation req'd: ZYes E]No Smoke Control System Provided: [I Yes ZNo Wo 04 Special Delayed Egress Control: El Yes ��No Location: Certificate of Need Required: 0 Yes E]No CON Approval Granted: 0 Yes ONo CON Number: Number of units: Private occupancy: Two person occupancy: Based on size of rooms used for sleeping Residents 0 Based on size of common rooms Residents Maximum allowable licensable beds: Qualifies for Assisted Living Funding Program 0 Yes ONo Number of qualifying units: This facility will be using general anethesia. The data above is based on the information presented to CRS. Any change in the facility or facility program that causes the above information to be incorrect is subject to review by CRS. Approval for construction is not approval for licensure. A copy of the facility data certificate will be sent to the licensing agency. Page 2 of 15 Plan Review Comments for Project #60237493 0 0 Project Status: - Authorized to Begin Construction — - Comments Not Approved — This project is not approved for use or licensure. The construction documents have been reviewed and construction can begin, subject to construction permittingfrom the local building official. This project will not be approved until the comments labeled as "not approved" have been resolved by providing a written response to each of the comments. When referencing drawings or attached materials, provide sheet or page #, revision # and date as applicable. Additional comments may follow based on design team response and site inspections may be required to verify compliance. Please note the following: The stamped "Authorization to Begin Construction" drawings will be delivered to the Facility Administrator. These shall be kept available on site for inspection during construction and post occupancy survey. • Any changes/deviations (incl. change orders or addenda) from the approved documents must be submitted to the Department for review and approval. • Beginning construction prior to resolving the attached comments will constitute facility acknowledgement that you are proceeding at your own risk. • Please include your CRS number on all communications to Construction Review Services. PROJECT CLOSE-OUT REQUIREMENTS You must notify the department when construction is complete by completing the following steps: v,' Verify that you have resolved all of the comments on this form and have submitted any revisions V Complete the Online Notification of Construction Completed at: http://static.doh.wa.2ov/hs(ia/fst/CRS/pink eard.htm Email or fax the assigned reviewer (see page 1) a copy of the approval from the local building department (final permit approval or certificate of occupancy); and -/ Email or fax the assigned reviewer a floor plan showing the scope of work. You will be recommended to Licensim, when you have completed these items. You can monitor project status at www.doh.wa.jpov/crs- Page 3 of 15 Plan Review Comments for Project #60237493 Technical Assistance (TA) Comments U TA —July I 1", 2011 Attendees: Steve Pennington (steve.pennington@doh.wa.gov) - Department of Health Marilyn Degan - Premier Orthopedics Janet Monda — Architectural Werks Mae Sele — Pennon Construction Design and Construction team The preceding are preliminary comments provided as information and for use preparing the construction documents. These preliminary comments may be revised during subsequent submissions/conferences. Additional preliminary comments may be made during subsequent submissions. Items Received: Sketch TI Contact Certificate of Need at (360) 236-2955 to confirm what actions are needed with the relocation of your Ambulatory Surgery facility. LIFE SAFETY: T2 The main entry stair is a communicating space that the life safety code will look at more restrictively and will require a separation of the floors environmentally with a smoke barrier separation on the third floor in a fully sprinklered building. The doors on the third floor leading into the vestibule will need relytes in order for the public to ascertain whether there is an risk in using this exit way in the event of a fire. T3 The wall separating the ASF from the clinic will need to be a fire partition as noted in the Washington state amendments to the International building codes in Chapter 422. T4 The wall around the medical gas storage/manifold room on the I st floor level of the parking garage will be required to have a one hour fire barrier surrounding it. T5 The number 5 gauss line will have to be contained within the MRI area, so that it does not affect ASF patients or the public using the exit access corridors. T6 Doors must swing in the path of egress where there are 50 or more occupants using the allowance of 100 square feet per person. Page 4 of 15 Plan Review Comments for Project #60237493 Architectural: T7 Drugs must be stored in a secured location, including refrigerated medications. T8 Patient toilets rooms must have doors that prevent entrapment. T9 Rooms that a clean or dirty with required pressure relationships should be provided with door closers to ensure that the pressure relationship is always maintained. T10 Public corridors are required to be a minimum of 5 feet wide except where stretchers are moved and then an 8 foot wide corridor is required. TlI A washable drop ceiling is permitted in the surgery corridor as long as it is clipped or gaskets or uses a ceiling tile that is a minimum of one pound in weight per square foot and sits flat in the ceiling grid. T12 Clearances for the PACU stations are 5 feet between gurneys and 4 feet off of a wall. T13 Patient restrooms supporting the PACU would need a means for disposing of fluid waste, a spray wand would be acceptable. T14 A clinical flush sink is required for the decontamination room. T15 The soiled utility room could be used as a soiled holding space for the Neptune unit docking station, soiled linen storage and infectious waste storage. T16 The billing office being open to the corridor is of a concern if they have any substantial amount of fuel load from files above that of a normal hazard level for a business occupancy. Mechanical: T17 A level one medical gas system is required, with a duplex vacuum pump and redundant oxygen supplied from a fully piped manifold gas systems. T18 Only two vacuum outlets per operating room will be required to be piped in, as the Neptune unit will satisfy the requirement of the third vacuum outlet. T19 A medical gas zone valve is required outside of each operating room and one for the recovery room is also required outside of the outlets environment. Page 5 of 15 Plan Review Comments for Project #60237493 0 0 0 U T20 Inferred controls for the scrub sink and faucet is acceptable as long as the faucet is a gooseneck. Handle controls for hand -washing can be either wing handles or single lever. T21 A hot water re -circulating loop must be provided for the domestic hot water. T22 A fully ducted supply and return air system is required for the ASF. T23 Insulation of ducting should be exterior mounted to allow cleaning of ducting. T24 Low wall returns on the opposite walls and as far apart as possible shall be installed in the operating rooms. Larninar, non aspirating diffusers shall be used on the supply air. T25 Air exchanges in the operating rooms shall not exceed 20 ACH. Any amount over the 20 ACH would need to be reviewed and supported by an ICRA, studies and consistent with recommendations from ASHRAE, CDC, NIH. T26 Back flow protection for the building and any equipment connected to the domestic water system will be required. Electrical: T27 An emergency power generator systems shall be provided meeting NFPA I 10 and NFPA 99. T28 Security of the generator and fuel tank shall be provided. T29 A remote generator enunciator shall be provided at a nurse station where it can be monitored during business hours. T30 The branches of emergency power shall be provided, consisting of the Life safety branch, critical power branch and a equipment branch. The associate devices shall be placed on those branches as permitted by code. T31 All outlets shall be hospital grade. T32 Medical gas area alarms shall be provided for the PACU and the operating rooms. T33 Lighting in the operating rooms shall have lens and gaskets. T34 All patient bed locations shall be served from two sources of power. Page 6 of 15 Plan Review Connnents for Project #60237493 0 0 0 U T35 Provide exit signs that clearly delineate the required exit pathways. T36 Provide exit access pathway lighting. T37 Surgery suites will need a code blue emergency call button. Intake conference 11/15/11: T38 How will the generator be fueled when there is no access within the property of the owner? WAC 246-330-510 T39 How are the .5 guass lines for the MRI contained away from public area's. T40 Structural engineering buy off on overhead booms for lights or service must be provided. T41 Freeze protection in exterior stair must be provide for wet sprinkler systems per NFPA 13 T42 Revise life safety plan to show travel distances to the two require exit stairs that meet NFPA 10 1. T43 Smoke venting for anesthetizing locations to be provided per NFPA 99 Chapter 5. T45 The life safety branch of the emergency power system shall provide power to exit sign, exit access pathway lighting and services required to be on the life safety branch per NFPA 99 Chapter 3-4. Page 7 of 15 Plan Review Comments for Project #60237493 Krug�r Orthopaedics 0 NFPA 101, 2000 Version ASC Relocation of ASC Plan Review Comments: > i Z FE% General: Two complete plans and specifications for the fire alarm system installation or modification shall be submitted for review and approval prior to system installation. The department reserves the right to defer plan review and inspections to the local authority having jurisdiction (AHJ). Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm -control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; name, address, and phone number of the agency receiving off -premises transmission of alann; and the manufacturer, model numbers, and listing information for all equipment, devices, and materials. InconlDlete Dlans and Mecifications will be returned without review. Plans and specifications may be submitted separately from construction documents during the construction of the project. For small renovation projects in which devices are only to be relocated or very few devices are to be added, provide two plans that shows the relocation of devices which may be submitted for review in lieu of the above requirements. This information can be included on the electrical or architectural plans. Verify with Department staff to determine if the scope of your project meets this criteria. Section 907.1, International Fire Code Approved 1/30/11 — based on a pull stations also being located at stairwell # 2 door on level 3 and a pull station being located at the front entry door to the ASF per red lined drawings FAI.3 2 IF] 1 Two sets of sprinkler system working plans shall be submitted for review and approval before any equipment is installed or remodeled. The department reserves the right to defer plan review and inspections to the local authority having jurisdiction (AHJ). Deviation from approved plans will require permission. Plans and specifications, including hydraulic calculations, that are incomplete or are not stamped by a Washingto State Licensed Fire S-Prinkler Contractor, will be returned without review. Plans and specifications may be submitted separately from construction documents during the construction of the project. For small renovation projects in which heads are only to be relocated, a plan that shows the relocation of devices can be submitted for review in lieu of the above requirements. Section 903. 1, International Fire Code (A)Note: Sprinkler heads in the operating rooms are required to be the clean room concealed type to meet the monolithic ceiling finish requirements of the 2006 FGL Page 8 of 15 Plan Review Comments for Project # 60237493 Krug�r Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC 3 Approved 11/5/11 — Based on cut sheets provided that meet the above requirement. (B)Provide fire sprinkler protection in the stairwells to meet the minimum of one at the top of the stair shaft and under the first landing above the bottom of shaft per NFPA 13 5-13.3 (reference sheet 4 of 4 of Patriots drawing) Approved 11/5/11 — Based on cut sheets provided and response that the heads will be provided. Contact the Certificate of need program with the Department of Health at (360) 236-2955 to process the change of location for your Licensed Ambulatory surgery facility. Response: Judy Wood has contacted DOH staffper SP recommendation. It was suggested to re -contact and begin in 2 months. 4 IZ Provide in the functional program per 2006 FGI 1.2-2.1 the following: (a)What types of procedure will be performed at the new site. (b)Where are medications stored and secured. This would also include securing of refrigerated medications. (c)Is the ice machine conveniently located for emergency use for patient in hypothermia? (d)How/ where are laundry services provided? Approved 1/30/11 — based on comment response and updated functional program. 5 El How will continued access be provided to the emergency power generator for fuel re -supply with no direct access from on -the -property is provided? WAC246-330-510 (reference sheet A-101) 6 El Approved 1/30/11 — based on response that a fuel fill line will be added where the fuel truck can fill the generator tank from the front of the building. Provide steel bollard protection from vehicle damage to the generator and fuel tank from the neighboring parking lots per International Fire Code 3404.4.6 Locate these bollards no less than four feet on center per lFC Section 312. Approved 1/30/11 — based on drawings that show the bollards installed. 7 El Provide an exterior door or access next to the storage room on the east wall of the first floor to provide easy access to the generator for maintenance and testing purposes per NFPA I 10 Chapter 6. (reference sheet A- I 11 grid line H2/3) Page 9 of 15 Plan Review Comments for Project # 60237493 Kruger Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC El MEN "M 10 IHI I I El 12 El 13 Approved 1/30/11 — based on a new door out of the storage room that accesses the generator. Provide a detail for the concrete service pad and seismic restraint for the emergency power generator and how clear service access will be provided per the manufacturer around the unit. WAC 246-330-505 (reference sheet C2) Approved 1/30/11 — based on drawings section that shows the concrete pad and seismic notes for anchoring. Note: On fire rated doors that are designated to have door protection, the maximum height of an non -listed applied panel is 16 inches above the bottom of door per NFPA 80 2-4.5 unless the door comes as an approved assembly with the door protection. Revise specifications per the above. (reference note # 7 on sheet A9. 1) Approved 11/5/11 — Based on comment response and modification of the door schedule to meet the above requirement on fire rated doors. Provide door closers on the following doors to maintain the required pressure relationships per Table 2.1-2 of the 2006 FGL A307A, A313A, A313A, A315A, A302A, A325A, A324A and A324A (reference sheet A2. 1,A9.1 &A9. 1 B) Approved 1/30/11 — based on sheets AMB that added the door closers. Provide verification that the .5 gauss line for the MRI is contained away from public areas per 2006 FGI 2.1-5.5.5.8 (2) in the Lobby/Latte area. (reference sheet A2.4) Approved 11/5/11 — Based on sheet A2.6 dated 11/30/11 that shows the .5 gauss lined contained. Provide a structural engineered sign off on the support systems for the surgical lighting system per WAC 246-330-505 (reference sheet A6.3 section# 11) Approved 11/5/11 — Based on sheet S8.02 that provides an engineered support system. El Provide details showing how the vertical and horizontal joints in the hygienic wall covering wainscot in the operating rooms will be joined to form a monolithic finish per 2006FG13.7-5.2.2.4(3) (reference sheet A9.2 and A6.1) Page 10 of 15 Plan Review Comments for Project # 60237493 0 Krugqr Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC 0 Not Approved 1/30/11 — The vertical weld joint is acceptable, but the "J" mold top start edge trim is not acceptable, as it does not form a good seal against the wall protection. A solid surface trim piece or just a caulked top of wall protection to the wall is acceptable. Provide alternate top trim detail. 14 LL<J I Provide a stamped and signed plumbing drawing by the engineer of record per WAC 246-330-505 i Approved 1/30/11 — based on signed plumbing drawings received. Life Safety: 15 ON Provide a 45 minute rated fire door to the medical gas storage room that is one hour rated per NFPA 101 Chapter 8.2.3.2.3.1 (2) (reference sheet A-119 and A-111) Approved 1/30/11 — based on comment response that added the door rating. 16 El Provide a two hour fire barrier with a 90 minute rated fire door around the elevator 1 equipment room per the International Building Code Section 3006.4 (reference sheet A-1 11) Approved 1/30/11 — based on drawing that shows the 2 hour rating. 17 El Provide a one hour fire barrier around the Electrical service room on the first floor and a second exit meeting NFPA 70 f Article 110.26 (C) (2) for rooms with over 1200 amps of service and equipment over 6 feet wide. Approved 1/30/11 — based on the one hour rating being provided and no second door being required as they are providing twice the work area per the exception. 18 El Provide an updated life safety plan for the 3rd floor showing the two required exits per NFPA 10 1 Chapter 20 separate from the atrium exit that has been separated by a one hour smoke barrier. WAC 246-330-505 Approved 1115111 — Based on comment response that made the two exit stair enclosures # 2 and #3 the two required exits for the ASF. 19 21 Change the swing of door # A3 3 1 B to swing in the path of travel to access the second NFPA exit stair # 3 per NFPA 10 1 Chapter 7.2.1.4.2 Approved 1115111 — Based on comment response and sheet A2.1 that changed the door swing in the path of egress. Page 11 of 15 Plan Review Comments for Project # 60237493 Krugqr Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC 0 0 2 0 El Verify or provide the rating of the 3d floor door and wall assembly that door # 300A is part of to form a smoke barrier to provide the communicating space separation per NFPA 10 1 Chapter 8.2.5.5 Approved 1115111 — Based on comment response that these doors are in a one hour I rated fire/smoke barrier wall. 21 Boiler room/mechanical room on roof that has direct access into stair well # 3, which cannot have direct access to that stairwell per NFPA 10 1 Chapter 7.1.3.2. 1 (d) and the International building code Section 1022.3 Approved 1/30/11 — based on the door being eliminated from the stair well. Mechanical: 22 El Modify the following pressure relationships per Table 2.1-2 of the 2006 FGL (A)Room A324 sub sterile is required to be positive. Approved 1/30/11 — based on this room being adjusted to a positive pressure relationship, but less positive than the operating rooms. 23 How is smoke venting provided for anesthetizing locations per NFPA 99 Chapter 5-4.1.2 Approved 1/30/11 — based on comment response of sequencing. 24 El How is humidity addressed for the operating rooms? WAC 246-330-505 Not Approved 1/30/11 — DOH will not require built in humidity, but CRS does need to know what the policy and procedure is, if the humidity is out of the acceptable standard ranges and how the facility would know if there were out of range. 25 El How are pressure relationship maintained during off hours and weekends? WAC 246-320-505 Approved 1/30/11 — based on the AHU's running 24/7 per comment response. 26 El Provide the locations and rating for the pre and final filters for the ambulatory surgery I facility meeting Table 3. 1 -1 of the 2006 FGL (Found the Hepa filters in the supply diffusers of the operating rooms, but could not find the filtering for the rest of the unit. Approved 1/30/11 — based on sheet MO.02 and notes #12&13 on heat recovery schedule. Page 12 of 15 Plan Review Comments for Project # 60237493 Kpgqr Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC Electrical: 27 El Provide a shared medical gas alarm for the operating rooms located in the same corridor per NFPA 99 Chapter 4-3.1.2.2 (c) (reference elevations on sheet A7.2) The recovery area is required to have one of its own. Approved 1/30/11 — based on sheet E23B that added the area alarm panel. 28 El Provide sprinkler freeze protection in stair wells # 2 & #3 per NFPA 13 5-14.3.3 (reference sheet M2.01) Approved 1/30/11 — based on a dry sprinkler head being used in the stairwells. 29 El i Provide a physical separation between the normal power distribution and the emergency distribution transfer switches on the first floor electrical room to prevent essential power interruption by a failure in the normal distribution per NFPA 70 Article 517.35 (C) (note this could be a hard wall partition of the room into two areas) Approved 1/30/11 — based on wing walls being provided to form a separation. 3 0 IHI Recommend that the ice machine in room # A304 be placed on the critical branch of emergency power as it will supply the ice for patients in hypothermic shock and without power the ice would not be dispensed from the machine. Approved 1/30/11 — based on both the freezer and ice machine being provided with critical emergency power. 31 El Atrium door hold open circuits NL 1 -3 need to drop out on fire alarm as this is a rated fire barrier. Are these hold open devices on a relay with the fire alarm? WAC246-330-505 (reference sheet E2.3A) Approved 1/30/11 — based on comment response that the hold opens are controlled by the fire alarm control panel that drops them upon building alarm. 32 21 Provide two sources of outlet power in operating rooms # A320, # A319 and # A318 per NFPA 70 article 517.19(A) that requires both normal and emergency power. (reference sheet E2.3B) Approved 1/30/11 — based on sheet E23B that added the normal power sources in addition to the critical power. 3 3 IHI Provide manual pull stations at the entrance to star well # 2 & #3 and at the exit/entrance to the ASF per 1999 NFPA 72 2-8.2.2 and 2006 FGI 3.7-6.4.1 (reference sheet FAI.3) Page 13 of 15 Plan Review Comments for Project # 60237493 ' ger Orthopaedics N p f 101, 2000 Version ASC Relocation of ASC Approved 1/30/11 — based on comment response and red lined FA drawing. 3 4 IXI Provide a ground wire that is the same size of the conductor in anesthetizing locations per NFPA 99 Chapter 3-3.2.1.2 (5)(b) Approved 1/30/11 — based on sheet E23B typical that shows the ground wire size. 35 El What is the run time on the emergency power generator at full load with the fuel supply allowance provided? WAC 246-330-505 Approved 1/30/11 — based on comment response that a 12 hour run time will be provided. Plumbing: 36 El The faucet for the following hand washing stations must be a gooseneck with either wrist blades or single lever controls per 2006 FGI 1.6-2.1.3. 1: >Faucet for sink # P2A convert to gooseneck device Approved 1/30/11 — based on cut sheet received and comment response that the faucet type above will be provided. 37 El I Provide a bed pan spray wand on any two of the recovery room patient toilets to facilitate i disposal of fluid waste in the recover area per 2006 FGI 3.7-2.5.6 (2) Approved 1/30/11 — based on sheet P05 and comment response that added the bed pan washers to two patient restrooms. 38 El Provide reduced pressure back flow devices to each sterilizer, the instrument washer and for the Neptune docking bay hot and cold water connections per 2006 FGI 3.1-7.1.2.3 (3)(a) (reference sheet P05) Not Approved 1/30/11 — Provide cut sheets on the Neptune docking station that verifies that it has no water connections. Typical ones submitted an had water connections in order to flush out the Neptune mobile unit. 39 El Provide a service isolation valve on the oxygen, Vacuum, nitrous oxide medical gas lines on the horizontal branch lines as they come off of the vertical riser on the third floor per NFPA 99 Chapter 4-3.1.2.3 (e) (reference sheet P05) Recommend that the compressed air branch line also receive a service isolation valve. Approved 1/30/11 — based on comment response and sheet P05 that added the isolation valves. Page 14 of 15 Plan Review Comments for Project # 60237493 K�g�r Orthopaedics NFPA 101, 2000 Version ASC Relocation of ASC 40 El The zone valve for the medical gas outlets in the recovery area cannot be located in the same environment as the outlets per NFPA 99 Chapter 4-3.1.2.3 (d). But there is no other location to locate it behind a door/wall where it is accessible in the egress route. I Recommend that the location for the zone valve remain, but that a cross corridor door be I I added west of the ante room to form a separate environment. 41 El Not Approved 1/30/11 — The zone valve needs to be environmentally separated from the outlets, so that a fire fighter or staff do not have to go into the area of fire involvement by an oxygen fed fire to shut the gas off. Provide alternate location. Note: The third required vacuum outlet is credited to the use of the Neptune units in each of the operating rooms. 42 El Provide a detail showing the air gap to the drain for the ice machine drain hose of a minimum I" per International plumbing code Chapter 801.2 Approved 1/30/11 — based on sheet P06 that shows the air gap. 43 1 El Provide a one line drawing off all the medical gas manifold systems showing source valves, check valves, relief valve, and redundancy switch over device, gauges, master alarm switch etc meet NFPA 99 Chapter 4-3 and figure 4-3.1.1.6 of the 1999 version. Not Approved 1/30/11 — Provide the source valve location, check valves from tanks and relief valve piping routing from them. i 44 El Specifications on sheet P 10 part 4.14 A speaks to using dental surgical vacuum. This system is not a level 3 dental system and must meet all the requirements of a level I medical gas system per NFPA 99 Chapter 4-3. Approved 1/30/11 — based on sheet P10 update showing a level 1 system. Compliance with the comments above provided by the Department ofHealth, Construction Review Services, are necessaryfor thisfacility to meet the requirements of the applicable licensing regulationsfound in the Washington State Administrative Code and associated references. These comments do not relieve thefacilityfrom the responsibility to meet the requirements of any other applicablefederal, state or local regulations. In the event of conflicts between otherjurisdictions and these written comments, the most stringent shall apply. Page 15 of 15 Plan Review Comments for Project # 60237493 r� �1� OOLWT� "0 PF-T� Ljj F TOM � WAL 17� I A TNIJJO� I-ST I FTL.- 7.1k I LJ k---7 u Ln Im7mll.- 127- -- -- --------- ------- --------- ------- 2 FAM OF FOtPADATI r < ��ll -PlIFE-F �L' (��Y SET5ACK PARTIAL FLAN I E..NMTR��A 6- --k. N 58-43 '2 W 324 00' APPR FAFRI.CEL +;7� - - "2:, APPFLNEV AS NOTED PARCEL 5 BY E;p Tr-1 FARCEL C 0-:N i .1 Wl�g 10 tAV*Ab CIVIL fLOWS Tbr- vw**eFiw. 74��f EWI� T 1,0N 10T . it PARimB Wo FLt(m 4 E PAR =:7 --,f F E S -ION PARKING SPACES PROPOSED.. 1 m-wo BARRIER PAE.M.GSPAU& BARRIER FFU 01 Zo,, Sid.. 2 Od- 7' 4.. 4.. 1 QST W c""J" A 22 r."- , J, BENCWMAF� M LO LOC�TED N A� �-OF-iilAy P� EL - 35..Sl - ;-Ta A�E� �E, E�O� �.l. SE C�ER OF E�� OF IS� L= 5W COWER OF HE B51h TO- f 4 - AVE� �E Om 14 - 3� C EW:LDW, 1.15� 35.2, �J, I1-15T� TO E�- Q Ail ,ANhp, (7�51TEFLAN NORTH NEW FAFRCEL- c 34.042 5QJFT (NEW ZONJW- CG2 L r-i : 1 1 L-J �OT W --O.�&R ,R c < C c LL C U a w C w LL Q- LL a a SITI F A- ol City of Edmonds Wastewater.Pretreatment Program 2002 "d Ave S., Edmonds, WA 98020 Office: (425) 672-5755 Mobile: (206) 595-3117 Plan Review Comments Plan Check#: BLD20110815 Date: December 14, 20-11 Project Name/ Address: Edmonds Medical Bldg. Assoc., LLQ, 21401 72nd Ave W., Edmonds Contact Person/Fax or Email: Wieben, Jim/ jimw(&ddgarchitects.com Reviewer: Jon Lein Division: Wastewater Treatment Plant / Pretreatment The subject application has been reviewed but cannot be completed until the following items have been addressed/completed. Please submit 3 sets of revised drawings to a Development Services Permit Coordinator, if required, or a written response to the review comments to the Development Services Permit Coordinator and the Pretreatment Reviewer. Jim Wieben and Scott Shanks, Thank you for responding to the Pretreatment Plan Review Comments dated October 10, 2011. Your response for hazardous materials disposal and your response for the laundry facility (items number 3 and #4 in your response) are good. The only clarification I request is a MSDS and/or a narrative for the Styker Neptune 2 waste management station. Here is the current Ecology guidance on pharmaceuticals. It has not been revised or finalized since 2008. The clinic should have their reverse distributorship information available for each manufacturer or distributor and keep their inventory reports for 5 years just like they do with their hazwastes. http://www.ecy.wa.gov/pubs/``0704024.pd 3. Thank you for the information for the temporary drop-off locations. This is the info I have for Snohomish County for �ersonal med disposal and drop-off. http://www.snohd.org/Shd MS/Documents/UnwantedMedicinePharmaceuticalsDisposal.pd 4. What I need from you is: In writing that The Edmonds Medical Bldg. Assoc., LLC agrees to follow the Washington State Department of Ecology Interim Enforcement Policy — Pharmaceutical Waste in Healthcare and the completed policy when it is updated. I understand that this may be burdensome and time consuming. However, if we as a people are going to continue to enjoy safe receiving waters and safe water tables for our drinking water, we must follow policies that support that goal. Please call me Monday — Thursday for questions or assistance. Jon Lein, City of Edmonds Pretreatment Technician 425-672-5755 office 206-595-3117 cell 9 Page I of I 113jorback, Leif From: Bjorback, Leif Sent: Tuesday, December 13, 2011 2:12 PIVI To: 'Scott@fwdsinc.com' Cc: Yarberry, Leonard Subject: Premier Orthopedic HI Scott, Thank you for your response to my previous comments. We are down to a couple of minor issues remaining for me to complete my review. One of the issues involves replacement of a full sheet. Please find the attached review comments for that issue. The other issue is my previous item #10, having to do with the outside air provided in the Reception area by the HVAC system. From what I can tell, your design team was not using the state amended Table 403.3 of the International Mechanical Code, which would give widely differing values for air volumes. We at the building department are not sure why the state -amended table uses such large values for Reception rooms in particular, so we are checking with our sources to see if the numbers in the table are indeed valid. We would like for this issue to not hold up issuance of the permit, so we will deal with it less formally and resolve it outside of the review process. I will inform you when we arrive at something that makes more sense. Feel free to contact me if you have questions. Regards, La�f -3j6-t-6ack Assistant Building Official City of Edmonds (425) 771-0220 12/13/2011 0,� E D,,�, City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION PS (425) 771-0220 , '. DATE: December 13, 2011 TO: Scott Shanks First Western Development Services, Inc. Ernail: Scott gcfwdsinc.com FROM: Leif Bjorback, Assistant Building Official RE: Plan Check: 2011-0816 Project: Premier Orthopedic TI Review #2 Project Address: 21401 72 nd Ave W During review of the plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to Marie Harrison, Senior Permit Coordinator. Thank you. 1. Previous #12. Provide einergencj, lighting on the 2 "dflool. level. See sheet E3. 2. IBC 1006.3 Your response indicates that changes have been made to the plans, however sheet E3.2 was not among the sheets resubmitted. This sheet would be the likely place to show the revised infori-nation. Please resubmit the revised sheet E3.2. All other corrections have been addressed. II TECTURAL WERKSIN, C 1202D 11M AVE NE SUrrE 210 KEUCLAND, WA 98034-GM RE: Plan Check: 2011-0816 Project: Premier Orthopedic TI Project Address: 21401 72'd Ave. W. Date: November 16, 201-1 NOV 1 P 26 o BUILDING DEPP,,P0w+.ko OITY OF FWAo,,,�rjs During review of the plans for the above noted project, it was found that the following information, clarifications -or changes are needed.'. Please provide written responses as to w here the changes can be found on the plans, and submit revised plans/documents to Marie Harrison', Senior Permit Coordinator. Thank -you. 1. Please provide acopy of the Washington State DOH Plan, review letter. Response:'This project is currently under review by the Department of Health. We will forward their comments to you when we- receive them. Provide fire stopping specifications and details for through penetrations of firerated assemblies greater than one hour, or list as a deferre& submittal. Response: We have included details 24/A6.1 and25/A6.2 for rated penetrations. The north wall of the elevator hoistway looks to be considered the boundary of the atrium. .The opening through this wall at the third floor must be protected by a 45 minute fire rated door. IBC 404.6and Table 715.4 Response: Elevator#1 can be entered from both the north and south sides. We have added a 45-minute rated door on the north side to continue the I -hour wall rating around elevator#l. A magnetic hold -open for the door,will be provided. OI/The window at MRI - Room 375 does not match the plans for the building shell. This window must be 10 feet'away from the adjacent atrium windows. 18C'l 022.6 Response: The MRI Room window has been moved 10 feet away from the atrium windows. See DDG/Plan Check: 2011-6�15 permit resubmittal drawings. V/3� Please indicate on the plans that all fire doors will be self closing or automatic closing.' IBC 715.4.8 Response: The self closing fire doors are 300A, 306A, A30313, A30413, A317A, A331 B, and A333A. See hardware schedule on sheet A9.1 B for closing devices. Stairs #2 and 3 will be covered, on DDG/Plan Check: 2011-0815 permit drawings. ue Please" indicate that all fire doorswill be smoke gasketed. IBC 71.5.4.3. 1' Response: Fire doors are 300A� 306A, A30313, A30413, A317A, A33113, and A333A h ' ave smoke gaskets. See hardware schedule on sheet A9.113. Stairs #2 and 3 will be covered on DDG/Plan Check: 2011-0815 permit drawings. V*< The door to the med gas room must be rated for at least 45 minutes. IBC Table 715.4 Response: This door is a 45 minute door. See DDG/Plan Check:'2011-0815 permit resubmittal drawings. 8�/Indicate that the med gas system will be installed according to UPC chapter 13 and inspected by a third party as per UPC section 1328� Response: All medical gas systems will be installed according to UPC Chapter 13 and inspected by a third party as per UPC Section 1328. Provide trap primers at restrooms with floor drains. UPC 1007.0 Response: All floor drains will have trap primers per UPC 1007.0� 10. It appears the outside air calculated for Waiting Room 306 is insufficient. Using the square �O footage of 950 provided on sheet MO.01, and IMC Equation 4-1,-my calculations show a minimum requirement of 1911 cfin for that room. Please show new calculations for the room. Response: Waiting Room 306 is classified as a Reception Area in 2009 IMC Table 403.3. The ventilation requirements are 5 cfm/person (30 ppl/1000 A2), and 0.06 cfm/ft2. The area of the 'waiting room is 950 fti. The calculation is 30-ppl-x 5, cfm/person + 0.06 cfm/ft2 x 950 ft2 = 207 cfm. Incorporating an -air distribution effectiveness of 0.8 (Table 403.3.1.2), the total required ventilation air for Waiting Room 306 is 207 cfm / 0.8 = 259 cfm- as shown on MO.01. vl�l - Provide a. sm oke, damper at the air transfer opening through the smoke partition at the level -2 lobby. See sheet M2.02 IBC 711.7 Response: A. smoke damper has been added to the air transfer opening, at Level-2 Lobby. No - 12. Provide emergency I ' ighting on the 2 nd floor level. See s eet E3.2. BC 1006.3 4;; )fixtures matching first Response: Emergency fighting now shown as using ix 7, VO4- floor. Vd v4J. Clarify the emergency lighting on the 3rd floor'level.'The symbols used on sheet E3.3 don't seem to match those in the key. IBC 1006.3 Response: The key is generic. The lower left of the key shows emergency fixtures, upper left is non -emergency. Typically emergency fixtures are shown half shaded or with an "X" *suffix on the tag. Corridors have fixtures D2X, FlX, R5X, D5X etc. that all have integral emergency battery ballasts. Sheets included in Permit Resubmittal: AO.1, AO.2, AO.3, A2.1, A2.2, , A2.3, A2.4, A2.5, A2.6, AM, A3.2, A4.1 A6.1, A6.2, A6.3, A6.4, AM, A7.29 'A7.3, A7.4, A7.5, A7.6, A7.7, A7.8, A7..9, A7.11, A7.12, A8.2, A9.1, A9.111 M2.02, M2.03, M2.04 E23A, E3.3, E3.4 FAO.l, FA1.3 TECTURAL WERKSINC I IMAVENE ' SUM 210 KMKLANDWA98034-69rI9 RE: , . Plan Check: 2011-0816 Project: Premier Orthopedic TI Project Address: 2140172 nd Ave. W. Date' November 16, 2011 RESUN§. NOV 1 g 2011 IVDS During review of the plans for, the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to Marie Harrison, Senior Permit Coordinator. Thank you. 1. Please provide,a copy of the Washington State DOH Plan review letter. Response: This project is currently under review by the Department of Health.,, We will forward their comments to you when we receive them. 2. Provide fire stopping specifications and details for through penetrations'of fire rated 9 assemblies greater than one hour, or list as a deferred submittal. . Response: We have included details 24/A6.1 and 25/A6.2 for rated penetrations. 3. The north wall of the elevator hoistway looks to be considered the boundary of the atrium. The opening through this wall at the third floor must be protected by a 45 minute fire rated door. IBC 404.6 and Table 715.4 Response: Elevator#I can be entered from both'the north and south sides. We have added 6 45-minute rated door on the -north side to continue the 1 -hour wall rating around elevator#1. A magnetic hold -open for the door will be provided. 4. The window at MRI Room 375 does not match the plans for the building shell. This window, must be lO feet away from the adjacent atriummindows. IBC 1022.6 Response: The IVIRI Room window has been moved 10 feet away from the atrium.windows. See DDG/Plan Check: .201.1-0815 permit resubmittal drawings. 5. Please indicate on the plans that all fire doors will be self closing or automatic closing. IBC 715.4.8' Response: The self closing fire doors are 300A, 306A, A30313, A30413, A317A, A331 B, and A333A. See hardware schedule on sheet A9.1 B for closing devices. Stairs #2 and 3 will be covered on DDG/Plan Check:. 2011-0815 permit drawings. 6. Please indicate that ail fire doors wil , I bes'moke gasketed. IBC 715.4.3. F Response: Fire. doors are 300A, 306A, A30313, A30413, A317A, A331 B, and A333A have smoke gaskets. See hardware schedule on sheet A9.113. Stairs #2 and 3 will be covered on DDG/Plan Check: 201.1-0815 permit. drawings. 7. The door to the med gas room must be rated for at least 45 minutes. IBC Table 715.4 Response: This door is a 45 minute door..See.DDG/Plan Check: 2011-0815 permit resubmittal drawings. 8. Indicate that the med gas system will be installed according to UPC chapter 13 and, inspected by a third party as per UPC section 1328. Response: All medical gassystems will be installed according to UPC Chapter 13 and inspected by a. third party as per UPC Section 1328. 9. Provide trap primers at restrooms with floor drains. UPC 1007.0 Response: All floor drains will have trap primers per UPC 1007.0. 10.- It appears the outside air calculated for Waiting Room 306 is insufficient. Using the square footage of 950 provided on sheet MO.01, and IMC Equation 4-4- ' 'my calculations show a minimum requirement of 1911 cfm for that room. Please show new calculations for the room. Response: Waiting Room 306 is classified as a Reception Area in 2009 IMC Table 403.3. The ventilation requirements are 5 cfm/person (30 ppl/1000 ft2), and 0.06 cfm/62. The are ' a of the waiting room is 950 ft2. The calculation is 30 ppl x 5 cfm/person + 0.06 cfm/ft2 x 950 ft2 = 207 cfm. Incorporating an air distribution effectiveness of 0.8 (fable 403.3.1.2), the total required ventilation air for Waiting Room 306 is 207 cfm / 0.8 = 259 chn, as shown on MO.01. 11. Provide a smoke damper it the air transfer opening through the smoke partition at the level 2 lobby. See sheet M2.02 IBC 711.7 Response: A smoke damper has been added to the air transfer opening atLevel-2 Lobby. 12. Provide emergency lighting on the 2 d flo' or level ' See sheet E3.2. IBC 1006.3 Response: Emergency lighting now shown as -using N14X fixtures matching first -floor. 13. Clarify the emergency lighting on the 3rd floor level. The symbols used on sheet E3.3 don't seem to match those in the key. IBC 1006.3 Response: The key is generic. The lower left of the key shows emergency fixtures, upper le ft is non-emer . gency. Typically emergency fixtures are shown half shaded' or with, an "X" suffix on the tag. Corridors have fixtures D2X, FIX, R5X, D5X etc. that all have integral emergency battery ballasts. Sheets included in Permit Resubmittal: AO.1, AO.2, AO.�, A2.1, A2.2, A2.3, A2.4, A2.5, A2.6, AM, A3.2, A4.1. A6.1, A6.2, A6.3, A6.4, A7.1, A7.2, A7.3, A7.4, A7.5, A7.6, A7.7, A7.8, A7.9,. A7.11, A7.12, A8.2, A9.1, A9.1B M2.02, M2.03, M2.04 E2.3A, E3.3, E3.4 FAO.1, FA1.3 TECTURAL WERKSINC 120n 123th AVE NE Sul I E 210 KMKL4,NQWANffi"% 9 RE: Plan Check: 2011-0816 Proj ect: Premier Orthopedic TI Project Address: 21401 72 nd Ave. W.' Subject: Bld 2011-08 15 Premier T1. 21401 72 nd Ave. W. Attn: John Westfall, Fire Marshal Date November 16,2011 18 2011 RUILDINs DEp.4nrWE 01TV OF FDMOiVDSHT The Fire Department provides the followin'g comments and'corrections in accordance with the 20,09 International Fire Code and Edmonds Community Develop'ment Code Title 19: 1. AO.1 Deferred Submittals: a. Halon or clean agent suppression systems for DATA STORAGE requires a permit. Response: Halon will not be provided on this project. b. Add Fire Protection Footprint (below), Response: This Deferred Submittal will be submitted later. c. Add tenant Fire Safety Plan (LSC 20.7.2.2) - Response: This Deferred Submittal will be submitted later 2. AO. 2 a. General Notes #1: add "NFPA 101 LIFE SAFETY CODE"A edition Response: This note has,been added, referencing edition 2000, as required by Washington State Department of Health. b. Floor plan legend: callout AMBULATORY HEALTHCARE area for tenant. - Response: This note has been added.. 3. AO.2 & A9.1 Exit access must be provided and maintained from all areas. Door schedule indicates security locks into ASC areas; e.g. door A317A. Corridor and egress doors must be free to operate in path of egress without special'knowled e or effort. IFC 1014 9 9 Response: Door-A317 is locked from Corridor#328 side, but has no lock on the OR Corridor#A317 side. Corridor#328 ends at Stair#2, allowing- unrestricted access from both areas. Doors-A330A and 306A have panic hardware in the direction of travel. 4. AO.2 Area for OUTPATIENT TREATMENT is.10,684 s.f. If this is.AHC area (in excess of 10,000 s.f. per IBC 422.3): Response: The Ambulatory Health Care area is 9,050s.f.."Outpatient Treatment" refers to clinical spaces as well as the ambulatory surgery area. a.. call out existing 1 hr wall as "smoke barrier" required to provide two smoke compartments (I BC 422.3) Response: Since the, AHC area is less than I 0,000s.f. smoke compartments are not required. b. specify, and show calculations for REFUGE AREA (IBC 422.4) Response: Not required. c. provide independent egress from each smoke compartment without passing through adjacent tenant spaces (I BC 422.5), Response: Not required. 5. A21.1 Is one hour fire wall across floor plan intended to be smoke barrier for AHC purposes? Response: A one -hour fire barrier is required by DOH. 6. A2.5 It appears Elev #1 gives no opening, through 1 hr fire wall to Corridor A303? Response: Elevator#1 can be entered from both the north and south sid ' es. We have added a 45-minute rated door on the north side to. continue the 1-hour wall rating around elevator#l. A magnetic hold -open for the door will be provided.. 7. Does tenant intend to install halon or clean agent suppression systems for 2 nd floor DATA STORAGE space? Response: Halon will not be provided. 8.. .1s'floor medical gas room is not rated and assumed to be designed,, protected,, and exhausted,,. as a one -hour interior room (IFC 3006.2.2). Response: The Medical Gas. Room is one -hour rated and exhausted as shown on resubmitted drawings from DDG/Plan Check: 2011-0815. See Sheet A-1 11. 9. Information for tenant: Medical gas room storage requires annual �eneWable operational fire' permit over 504 ft3 quantity. No other action required. 10. Medical gas maximum allowable'qpantity for storage'and piped use of oxidizer gases is 3000 ft3 given sprinkler allowance IFC 2703.1. Callout medical gas system piping capacity and storage volume to not exceed this limit. Response: This note -will be added to drawings P03 and pO5. 11. MRI installation may impact 800 MHz emergency responder radio coverage. Acceptable radio signal strength is required in 95 percent for each,floor @ -95 dBm into,, and -100 dBm out of the building. Indicate or specify how this Will be accomplished with regard to operating MRI (IFC 510). Response: The Siemens magnet operates at 64MHz, well outside of the 80OHz spectrum mentioned below. The RF shield provides ' both 100db attenuation both from outside EMI sources and from the.magnets gradient coils, internal to the RF shielded enclosure operating at 64MHz. You will not have any concern re I lated to. the issue below. 12. A2. 1, A2.3 & A9. 1: Doors 300A, A331 B, A306A appear to impede business flow in closed position. Call out ' automatic closing fire doors, installed per IBC 715.4.8.2., Response: Door300A is held open with magnetic hold-openg. DoorA331 B is used. by staff or patients accompanied by staff and is intended to be closed. Door#306A connects the Clinic Waiting and the ASC Reception and is intended to. be closed. 0 OUTDOOR AIR CALCULATOR Vbz= RpPz+ RaAz 2009 Imc PrZ.,&-t, P14-111 Room/ Area/ RTU # oT 4&�Kf"t +o Lveu�41:m, 4.ilove, E City of Edmonds, PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 S1. DATE: November 7, 2011 TO: Scott Shanks First Western Development Services, Inc. Email: Scott(cDfwdsinc.com FROM: Leif Bjorback, Assistant Building Official RE: Plan Check: 2011-0816 Project: Premier Orthopedic TI Project Address: 21401 72'd Ave W During review of the plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to Marie Harrison, Senior Permit Coordinator. Thank you. I . Please provide a copy of the Washington State DOH plan review letter. 2. Provide fire stopping specifications and details for through penetrations of fire rated assemblies greater than one hour, or list as a deferred submittal. 3. The north wall of the elevator hoistway looks to be considered the boundary of the atrium. The opening through this wall at the third floor must be protected by a 45 minute fire rated door. 113C 404.6 and Table 715.4 4. The window at MRI Room 375 does not match the plans for the building shell. This window must be 10 feet away from the adjacent atrium windows. IBC 1022.6 5. Please indicate on the plans that all fire doors will be self closing or automatic closing. IBC 715.4.8 6. Please indicate that all fire doors will be smoke gasketed. IBC 715.4.3.1 7. The door to the med gas room must be rated for at least 45 minutes. IBC Table 715.4 8. Indicate that the med gas system will be installed according to UPC chapter 13 and inspected by a third party as per UPC section 1328. 9. Provide trap primers at restrooms with floor drains. UPC 1007.0 10. It appears the Outside air calculated for Waiting Room 306 is insufficient. Using the square footage of 950 provided on sheet MO.01, and IMC Equation 4-1, my calculations show a minimum requirement of 1911 cfm for that room. Please show new calculations for the room. 11. Provide a smoke damper at the air transfer opening through the smoke partition at the level 2 lobby. See sheet M2.02. IBC 711.7 12. Provide emergency lighting on the 2 nd floor level. See sheet E3.2. IBC 1006.3 13. Clarify the emergency lighting on the 3 rd floor level. The symbols used on sheet E3.3 don't seem to match those in the key. JBC 1006.3 Page I of I Bjorback, Leif From: 13jorback, Leif Sent: Monday, November 07, 2011 3:18 PM To: 'Scott@fwdsinc.com' Subject: Premier Orthopedic TI Hi Scott, please see the attached building division plan review comments for your project. Feel free to call with any questions. Regards, Le,�f Bjcn-ba,,--� Assistant Building Official City of Edmonds (425) 771-0220 11/7/2011 MEMORANDUM Date: November 13, 2011 To: Scott Shanks scott(a)fwdsinc.com From: John Westfall, Fire Marshal 'westfallC@firedistrictl org Subject: Bid 2011-0815 Premier TI 21401 72 nd Ave W The Fire Department provides the following comments and corrections in accordance with the 2009 International Fire Code and Edmonds Community Development Code Title 19: 1. AO.1 Deferred Submittals: a. Halon or clean agent suppression systems for DATA STORAGE requires a permit. b. Add Fire Protection Footprint (below) c. Add tenant Fire Safety Plan (LSC 20.7.2.2) 2. AO. 2 a. General Notes #1: add "NFPA 101 LIFE SAFETY CODE" & edition b. Floor plan legend: callout AMBULATORY HEALTHCARE area for tenant. 3. AO.2 & A9.1 Exit access must be provided and maintained from all areas. Door schedule indicates security locks into ASC areas; e.g. door Al 17A. Corridor and egress doors must be free to operate in path of egress without special knowledge or effort. IFC 1014 4. AO.2 Area for OUTPATIENT TREATMENT is 10,684 s.f. If this is AHC area (in excess of 10,000 s.f. per IBC 422.3): a. call out existing 1 hr wall as "smoke barrier" required to provide two smoke compartments (I BC 422.3) b. specify, and show calculations for REFUGE AREA (IBC 422.4), and c. provide independent egress from each smoke compartment without passing through adjacent tenant spaces (IBC 422.5) 5. A2.1 Is one hour fire wall across floor plan intended to be smoke barrier for AHC purposes? 6. A2.5 It appears Elev #1 gives no opening through 1 hr fire wall to Corridor A303? 7. Does tenant intend to install halon or clean agent suppression systems for 2 nd floor DATA STORAGE space? 8. 1st floor medical gas room is not rated and assumed to be designed, protected, and exhausted as a one -hour interior room (IFC 3006.2.2). City of Edmonds �b Office of Fire Marshal 0 9. Information for tenant: Medical gas room storage requires annual renewable operational fire permit over 504 ft3 quantity. No other action required. 10. Medical gas maximum allowable quantity for storage and piped use of oxidizer gases is 3000 ft3 given sprinkler allowance IFC 2703.1. Callout medical gas system piping capacity and storage volume to not exceed this limit. 11. MRI installation may impact 800 MHz emergency responder radio coverage. Acceptable radio signal strength is required in 95 percent for each floor @ -95 dBm into, and -100 dBm out of the building. Indicate or specify how this will be accomplished with regard to operating MRI (IFC 510). 12. A2. 1, A2.3 & A9. 1: Doors 300A, A331 B, A306A appear to impede business flow in closed position. Call out automatic closing fire doors, installed per IBC 715.4.8.2. Attachment: Fire Protection Footprint Edmonds Plaza 1500 Main Street Occupancies: R1 . A3, 8, M Type of Construction: VI -hour 2 stories with basement Total Building Area: 32,456 of 1997 UBC, UMC, UFC, UPC, WSEC, VIAQ, State Barrier Free Code Fire Apparatus Access: Paved West. South and East sides Active Fire Pro faction Fire sprinkler system (specify UBC Std. 9-1 or 9-3) T V Fire sprinkler control panel location Fire Deparlment connections Fire alarm system W/ smoke detection and manual pulls Retail Retaill Fire alarm control panel location Illuminated exit signs IAI NJ Emergency fighting wl battery back-up REM HVAC automatic shutdown Kitchen Type I hood and suppression system Fire Extinguishers R-mumn Passive Fire Protection Smoke control system Escape windows from sleeping rooms 1 -hour rated corridor/exit passageway Attic draft stops Elevator smoke door Structural Protection Exterior load -bearing walls Interior load -bearing walls Exterior non -bearing walls Structural frame Permanent partitions Shaft enclosures Floor -calling Roof -coiling Exterior openings Stair enclosure Roof material class = 1-hour = 1-hour = 1 -hour = 1-hour = 1-hour = 1-hour = 1-hour = 11-hour = NIA due to location on property = 1 -hour = Type B — — 00 FIRST FLOOR N rre IN �Xl LEGEND I hOur Coiiidof Irith self. closing. ruled dooni.,atod g azing. file/smok. damp— it I' ducl penetrations — — — — — - I hour at.d ..If assembly 2 hour Area Separatim Wall Wth rated door. ard glazing A Required exit tO the exterior of the building Area Of EvRCUatiOn AssIs4ince Fire DOPOrtment C—ectlon 20 min. ratod, self-oosing dwr G) 60 min. rated. self -closing doof Q 90 min. raled, self -closing di- 0, Sample Fire Protection Footprint Date Prepared Last Updated 2 0 is - .1. t. t:81 _� 1-61 LLC. ABOSSEIN NOIN RINC, �V x L ..Mtchnnieal� HlectncJ Fire Protcction,- 04v- LEHU_�C8M November 18'h, 2011 Ms. Jeanie McConnell City of Edmonds Engineering Division 121 5h Ave. N. Edmonds, WA. 98020 Ref.: Premier Orthopedics Dear Ms. McConnell, Please find below our response to your Plan Review Comments dated 11/16/2011. aim P02: 1. Type I catch basin requirement - Catch Basin are not required to be used as individual garage drains by code. We are providing floor drains that are selected for the type of use and then piped through a sand/oil interceptor. This design is per the 2009 UPC and does not require revision. 2. Backwater valve in lieu of 2" vent — A 2" vent is required by code. A backwater valve cannot. be used instead of a vent and is not required by code. No change is required here. 1. Storm retention vault note — Note has been revised as requested. 2. Detention vault manholes locations — The location and requirements of the storm drain detention vault manholes is be provided by the civil engineer. 3. Line typos for garage drainage and sanitary sewer pipes — The garage drain line types have been revised to read GD (Garage Drainage). 4. Location of backwater valve — A backwater valve is not required by code. Oil[Water separator drainage — The oil/water separator is not the only drain in the garage. It is one of the drains in the garage. The other drains are a floor drain type -of drain and then piped through the oil/water separator. No revisions are required here. Main Office: 2100 112th Ave NE, Suite 201, B.Hrue, TA 98004 Phone: 426-462-9441 / Fa= 426-462-9461 260 Petaluma Blvd N., Suite A, Petaluma, CA, 94962 829 2nd stred, Suite 2, mulilteo, vA 98275 728 Broadway, Suite 2B, Tacoma, VA 98402 www.aboosain.com JA21107MConnspondenceTermit Response Fng Div.DOC Page I of 2 P03: 1. D5 drains — The D5 drains shown here serve level I parking slab. These drawings are configured to industry'standards. No revision required. 2. Oil/Water interceptor not shown on correct plan — The plans are set up per industry standard. No revisions required. PO4: 1. D5 drain locations — The plans are set up per industry standard. No revisions required. I hope this information resolves your concerns. Please contact me at 425462-9441 if there are any ,..d,ditiona[quqstlpns.,, Sincerel yl Dennis Grovenburg Mechanical Department DG/kh Page 2 of 2 Message & Page I of I McConnell, Jeanie From: McConnell, Jeanie Sent: Wednesday, November 16,20112:48 PM To: 'Scott Shanks' Cc: 'jimw@ddgarchitects.com'; Harrison, Marie Subject: Premier Ortho, bld20110816 (TI) - Engineering Comments Scott, Please find attached comments from the Engineering Division in review of the TI permit for Premier Orthopedic. Regards, Jeanie 3EANIE McCONNELL I Engineering Program Manager I mcconnellOcLedmonds.wa.us Public Works Department I Engineering Division 1 121 5th Ave N I Edmonds, WA 98020 City of Edmonds I www.edmondswa.go I Tel: 425.771.0220 1 Fax: 425.771.0221 11/16/2011 of E DV 0 CITY OF EDMONDS PLAN REVIEW COMMENTS (425) 771-0220 ENGINEERING DIVISION City Website: www.edmondswa.go DATE: November 16, 2011 TO: Scott Shanks scott@fwdsinc.com FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld20110816 Project: Premier Orthopedic Group — Tenant Improvement Project Address: 2140172 "d Ave W During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit three (3) sets of revised plans/documents with a written response to each of the items below to Marie Harrison. City of Edmonds handouts, standard details and development code can be referenced on the City website. NOTE: Shell & Core, Civils were reviewed under separate permit - 01d20110815. AO.3 — REFERENCE SITE PLAN 1. Please remove notes regarding frontage improvements (painting curb, dimensions of parking and service entry). 2. Please add a note that references the civil construction plans for engineering requirements. P01 — LEGEND, SCHEDULES & GENERAL NOTES I . D5 in the plumbing fixture connection schedule indicates a garage drain. Typically basins installed within parking garages are Type I basins. Please confirm the size of basin to be installed. 2. Detail 1. 1 shows a 2" vent on the 4" waste outlet pipe. In lieu of the vent installation of a backwater valve seems appropriate. This would prevent any sewer backup from entering the parking garage through this structure. P02 — FOUNDATION PLAN — WASTE AND VENT 1. The note at the storm detention vault states "storm water detention vault by other. Field verify exact location". Please revise this note to state "see civil construction drawings for detention vault details". bld20llO8l6-Premier—Ortho-TI-El.doc Page I of 2 2. Please show the location of the access manholes in the detention vault so it is clear these surface structures are part of the storm drainage system. 3. Revise line types to differentiate between the sanitary waste lines and the other lines that will connect to the oil/water separator and then the sewer system. 4. Please show location of backwater valve on the outlet side of the oil/water separator should you choose to install one. 5. The oil/water separator is the only drainage basin that has been shown on this plan sheet. There are other locations throughout the garage where it appears as though catch basins should be/could be installed ... please clarify and add basins where necessary. P03 — LEVEL 1 FLOOR PLAN — WASTE AND VENT 1. Please clarify that the D5 drains shown on this plan sheet will be accessed at the 2 nd floor parking slab. 2. The oil/water separator is shown on this plan sheet, but it is not at the level of the waste lines that are shown. Please grey out/dash line type. PO4 — LEVEL 2 FLOOR PLAN — WASTE AND VENT D5 drains are shown, but are not at the same level as the waste lines that are shown. Please grey out/dash line type. Please contact me at 425-771-0220 or by e-mail at mcconnell(i�cixdmonds.wa.us if you have specific questions regarding these plan corrections. M20110816-Premier—Ortho-TI-E I.doc Page 2 of 2 ABOSSEIN ENGINEERING, ac Mechanical - Electricali- Fire Protection -Civil -LEED—CEM, November 18", 2011 NOV 2 12011 WILDING DEPARTMENT CXTY OF EDMONDS Mr. Leif Bjorback City of Edmonds Building Division 121 5th Ave. N. Edmonds, WA. 98020 Ref.: Premier Orthopedics, Plan Check #: 2011-0816 Dear Mr. Biorback, I have reviewed your comments #: 8 & 9 on the above referenced project and have the following response: Comment #: 8 Medical gas system installation requirements — A note has been added to sheets P03 and P05 requiring medical gas system to be installed per Chapter 13 of the UPC. Comment #: 9 There is a note on the Plumbing Fixture Schedule that requires trap primers for floor drains. See note #: 2. I hope this information resolves your concerns. Please contact me at 425-462-9441 if there are any additional questions. Sincerely,, Dennis Grovenburg Mechanical Department DG/kh Main Office: 21oo n2th Ave NE, Suite 201, Bellevue, WA 98004 Phone: 425462-9441 / Pax: 425-462-9451 260 Petaluma Blvd N., SuiteA, Petaluma, CA 94962 829 2.a Street, Suite 2, M.66o, TA 98275 728 Broadway, Suite 2B, Tacoma, WA 98402 www.abonsain.com JA21107MCon-espondenceTermit Response Bldg. Div.130C Page I of 1 Mr. Leif Bjorback City of Edmonds Building Division 121 5th Ave. N. Edmonds, WA. 98020 Ref.: . Premier Orthopedics, Plan Check #: 2011-0816 Dear Mr. Biorback, I have reviewed your comments #: 8 & 9 on the above referenced project and have the following response: Comment #: 8 Medical gas system installation requirements — A note has been added to sheets P03 and P05 requiring medical gas system to be installed per Chapter 13 of the UPC. Comment #: 9 There is a note on the Plumbing Fixture Schedule that requires trap primers for floor drains. See note #: 2. I hope this information resolves your concerns. Please contact me at 425-462-9441 if there are any additional question's. DG/kh Main Of6e: 2ioo n2th Ave NE, Suite 201, Bellevue, WA 98004 Phone: 425-462-9441 / Pax: 425-462-9451 260 Petaluma Blvd N., Suite A, Petaluma, Ck 94962 829 2nd Street, Suite 2, Multilteor WA 98275 728 Broadway, Suite 2B, Tacoma, WA 98402 www.atoosein.com J:\211075\Coffespondence\Permit Response Bldg. Div.130C Page I of 1 SSEIN EN' INE5RIWI jjil�.A, 0 LLC Ivi November 18'hl, 2011 Ms. Jeanie McConnell City of Edmonds Engineering Division 1215" Ave. N. Edmonds, WA. 98020 Ref.: Premier Orthopedics Dear Ms. McConnell, Please find below our response to your Plan Review Comments dated 11/ 16/2011. POI P02: 1. Type I catch basin requirement - Catch Basin are not required to be used as individual garage drains by code. We are providing floor drains that,are selected for the type of use and then piped. through a sand/oil interceptor. This design is per the 2009 UPC and does not require revision. , 2. Backwater valve in lieu of 2" vent — A 2" vent is required by code. A backwater valve cannot be used instead of a vent and is not required by code. No change is required here. 1. Storm retention vault note — Note has been revised as requested. 2. Detention vault manholes locations — The location and requirements of the storm drain detention vault manholes is be provided by the civil engineer, 3. Line typos for garage drainage and sanitary sewer pipes — The garage drain line types have been revised to read GD (Garage Drainage). 4. Location of backwater valve — A backwater valve is not required by code. 5. Oil/Water separator drainage — The oil/water separator is'not the only drain in the garage. It is one of the drains in the garage. The other drains are a floor drain type of drain and then piped through the oil/water-separator. No revisions are required here. Main Offike: 21oo n2th A,,e NE, Suit. 201, Bell.., TA 98004 Phone: 426-462-9441 / F= 426-462-9461 260 Petaluma Blva N., Suite A, Petaluma, Qk 94962 829 2na Street, Suite 2, Mulilteo,WA 98276 728 Broadway, Suite 2B, Tacoma, VA 98402 www.aboosein.com 3A211075\CoMI'pondence\Pcrmit Response Fng Div.DOC Page I of 2 P03: 1. D5 drains — The D5 drains shown here serve level I parking slab. These drawings are configured to industry standards. No revision required. 2. Oil/Water interceptor not shown on correct plan — The plans are set up per industry standard. No rev.isions required. PO4: 1. D5 drain, locations —The plans are setup per industry standard. No revisions requited. I hope this information resolves your concerns. Please contact me at 425-4.62-9441 if there are any 40oitional,que ons�, " Sti- . Dennis Grovenburg Mechanical Department DG/kh Page 2 of 2 MEMORANDUM Date: November 27, 2011 To: Scott Shanks scott4,ftdsinc.com From: John Westfall, Fire Marshal Subject: Bid 2011-0815 Premier T1 21401 72 "d Ave W SECOND The Fire Department provides the following comments and corrections in accordance with the 2009 International Fire Code and Edmonds Community Development Code Title 19: Previous corrections and comments accepted from Fire memo dtd 11/13/11 1. Emergency generator correction moved from building shell permit: Provide specifications on emergency generator, including fuel type & capacity. City of Edmonds Sb Office of Fire Marshal 0 0 Westfall, John From: Westfall, John Sent: Sunday, November 27, 2011 1:07 PM To: 'scott@fwdsinc.com' Cc: Harrison, Marie; Mike Smith - Fire District 1 Subject: BLD2011-0816 Premier TI 21401 72 W SECOND.doc Scott: Fire Dept correction moved from shell permit. Thank you, --ts, BLD2011-0816 Premier TI 21401 ... John I Westfall Fire Marshal Fire Prevention Services 425-771-0213 Desk 425-775-7721 Fax 425-231-3644 Mobile ma Westfall, John From: Westfall, John Sent: Sunday, November 13, 2011 12:26 PM To: 'scott@fwdsinc.com' Cc: Bjorback, Leif; Mike Smith - Fire District 1 Subject: BLD2011-0816 Premier TI 21401 72 W.doc Scott: Attached are comments for Premier TI in Edmonds. BLD2011-0816 Premier TI 21,401 ... John I Westfall Fire Marshal Fire Prevention Services 425-771-0213 Desk 425-775-7721 Fax 425-231-3644 Mobile FJ- DE TIT" T 0 Machuga,Jen From: Machuga,Jen Sent: Thursday, November 10, 20112:37 PM To: 'jimw@ddgarchitects.com' Cc: 'Scott Shanks' Subject: Plan Review Comments for Premier Orthopedic Group (BLD20110815 and BLD20110816) Hi Jim,' The Planning Division's comments on the building permit applications for the Premier Orthopedic Group building and tenant improvement (BLD20110815 and BLD20110816) are attached. I am also attaching the design review comments referenced in my letter. Please feel free to contact me if you have any questions. Sincerely, Jen rovwlio- 11-0815 and ADB-11-63 Request 1-0816 Review 1.p.. for Addition... Jennifer Machuga, Associate Planner City of Edmonds, Planning Division 121 - 5th Avenue North Edmonds, WA 98020 (425) 771-0220 ext. 1224 Machuga@ci.edmonds.wa.us 0 0 CITY OF EDMONDS - 1215'h AVENUE NORTH - EDMONDS, WA 98020 PHONE: 425.771.0220 - FAx: 425.771.0221 - WEB: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT: PLANNING - ENGINEERING - BUILDING November 10, 2011 Mr. Jim Wieben DDG Architects Email: j imw@ddgarchitects.com RE: PLAN REVIEW COMMENTS FOR PLAN CHECKS BLD20110815 & BLD20110816 PREMIER ORTHOPEDIC GROUP, LOCATED AT 21401 — 72ND AVE. W Dear Mr. Wieben: I have reviewed the above building permit applications for the Planning Division, and it was found that the following information, corrections, or clarifications will need to be addressed before review can continue: 1. Height Calculations: Please respond to the following items regarding the height calculations: a. Change the style of the height rectangle as shown on the site plan (A-101) in order to avoid confusion with the other line styles utilized for the building outlines. A dashed or dotted line utilized for the height rectangle would be easier to distinguish from the other line styles utilized for the building. b. Correct the location of the height rectangle to reflect the definition of height contained within ECDC 21.40.030 which states, "average level shall be deten-nined by averaging elevations of the downward projections of the four comers of the smallest rectangle which will enclose all of the building, excluding a maximum of 30 inches of eaves. If a comer falls off the site, its elevation shall be the average elevation of the two points projected downward where the two sides of the rectangle cross the property line." As such, the height rectangle needs to be revised to show where the southeastern comer of the height rectangle falls off site. Additionally, the elevation of the southeastern comer of the height rectangle must be based on the average of the two points where the rectangle crosses the property lines. c. Update the average grade and maximum allowed height based on the revised elevation of the southeastern comer of the height rectangle as discussed above. When updating the height calculations, note that the elevations of the average grade and maximum allowed height cannot be rounded up. d. The elevation of the proposed building height was provided on the plans, but please also include the elevation of the highest point of the mechanical equipment. 2. Setbacks: The CG2 zone requires a minimum four -foot street setback. Although the plans indicate that the face of the main entrance to the building will be a minimum of four feet from the western property line, several of the plan sheets (including A-101, A-1 16, A-130, and A-301) indicate that the gold decorative strip on the wall of windows as well as the building overhang, particularly over the main entrance, project into the minimum required four -foot setback area. Unfortunately, there are no exceptions in the General Commercial site development standards for any portions of the structure to project into the four -foot street setback. Additionally, the PUD vault located at the northwestern comer of the site cannot be located within the street setback unless it is less than three feet in height. Please revise the . plans to indicate that all portions of the structure as well as the PUD vault will comply with the minimum required four -foot street setback. 0 3. Mechanical Eguipment: Documentation has been provided as part of the associated design review application showing that the mechanical equipment is not anticipated to be visible from street view. Please note that the permit will be conditioned such that if the mechanical equipment is visible from street view, it will need to be painted to match the building or otherwise screened in a manner acceptable to the Planning Division. 4. Desin Review: Design review for the subject proposal is being conducted concurrently with the building permit applications under File No. PLN20110063. Comments regarding the design review application were sent to Scott Shanks and Dale Pinney on November 9, 2011 (see enclosed). Please note that following response to these items and following design review approval, the building permit application plans, including the landscaping plan, may need to be revised to reflect the plans approved through the design review process as well as any conditions of design review approval. 5. Landscaping Estimate: Several comments related to the landscape plan were included in the enclosed letter regarding the design review application. Once the requested changes have been made to the landscape plan, please provide a cost estimate for all labor and materials for installation of the landscaping. This estimate will be utilized for calculation of the required landscape maintenance bond. The maintenance bond itself, however, does not need to be submitted until the landscaping has been installed. The maintenance bond will be requested at the time of the Planning Division's inspection of the project. All submittals should be made to a Development Services Permit Coordinator, Monday through Friday, between 8:00 am and 4:30 pm. If you have any questions, feel free to contact me at (425) 771-0220, ext. 1224. Sincerely, Development Services Department - Planning Division I;gap ��Fp' 1, Jen Machuga Associate Planner Enclosure: Letter Regarding File No. PLN20110063 dated November 9, 2011 Cc: Scott Shanks via email to scott@fwdsinc.com 1")C. J'BoQ3 CITY OF EDMONDS 121 5th AVENUE NbRTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: Wwwdedmondsmai.us DEVELOPMENT SERVICES DEPARTMENT November9,2011 Mr. Scott Shanks and Mr. Dale Pinney First Western Development Services 8129 Lake Ballinger Way, Suite 104 Edmonds, WA 98026 Subject: Request for Additional Information for Your Land Use Application For Design Review of the Premier Orthopedic Building at 2140172 nd Ave. W File No. PLN20110063 MIKE COOPER MAYOR Dear Mr. Shanks and Mr. Pinney: S taff has reviewed your resubmittal materials for your design review application for the proposed Premier Orthopedic building located at 2140172 nd Avenue West. Thank you for revising your plans to address most of our concerns related to the design of the building. There are just a few items remaining that need to be addressed before design review can be completed. Please respond to the following items at your earliest convenience so that staff s review of your application can continue: I . Windows: It was noted that the windows near the center of the eastern fagade were made shorter by placing a narrow concrete panel at the base of these windows. It appears that these windows. are located within the "prov. bullpen" room. Is there a reason why these windows are smaller causing an interruption in the solid row of windows along the third floor? If not, it would look more uniform for all of these windows along the third floor to be of the same height. 2. PUD Vault: An electrical vault is shown at the northwestern comer of the site. Please note that the vault may not be located within the minimum required -four foot street setback from the western propertyline if the vault exceeds three feet in height. Is this the only possible location for the vault? Would it be possible to put the.vault underground or to move it to a less visible location? If the ' northwest comer is the only possible location for the vault, could it be moved a few feet further to the east so that it is as far back from the western property line dspossible in order to provide enough space for screening vegetation? 3. Setbacks: The site plan (sheet A-1 01) indicates that the main entrance to the building will be 4.04 feet from the western property line, but this plan shows the gold decorative strip on the northern side of the p wall of windows as well as the building overhang at the main entrance projecting into the minimum required 4-foot street setback- Unfortunately, there are no exceptions'in the CG site development standards for any portions of the structure to project ' into the 4-foot street setback. This can be added as a condition of design review approval; however, please note that the plans for the building permit application will need to be revised so that all portions of the structure will comply with the 4-foot. street setback. Additionally, the PUD vault discussed above will also need to be shown to comply with the street setback requirements. 4. Parapet: It was noted that the parapet on the northern side of the building is taller t ' han the parapets on the other sides of the building, creating a step in the parapets at the northeastern and northwestern comers of the building. Is there a particular reason that the tops of the parapets do not line up in these locations? Would it be possible to raise or lower the heights of the parapets so that they line up at all comers of the building? Incorporated August 11, 1890 Sister City - Hekinan, Japan 0 0 6. 7. Parking Garage Screenin: During our meeting on September 206, it was indicated that you would look into the feasibility of providing a low screening wall on the first floor of the parking garage. Screening of parking is necessary pursuant to ECDC 16.60.030.A.2.b. It is understood that there are minimum opening requirements for ventilation of the parking garage since this is proposed to be an open parking garage. However, based on the Building Division's calculations, it appears that there is more than enough opening area for the first floor of the garage. As such, a screen similar in style to the guardrail on the second floor of the parking garage could be utilized to assist with screening the cars on the first floor of the parking garage. Although the landscaping will assist in partially screening cars on the first floor of the garage, a more permanent method for screening the cars is desired. This is partially due to the fact that typically grasses must be cut back significantly or even cut to the ground during the winter, and even if they are not cut back, they will be more sparse in the winter. This would greatly reduce any screening provided by the landscaping and causes the need for more permanent screening of the cars. Of particular concern are the western and southern building fagades, which can be seen from 72'd Ave. W. Please revise the plans to include a low screening wall (a minimum of 3.5 feet tall) on at least the western and southern fagades of the first floor of the parking garage similar in style to that on the second floor of the garage. In addition to helping bring the proposal into compliance with ECDC 16.60.030.A.2.b, this will also bring the proposal into compliance with the landscaping requirements of ECDC 20.13.030.C.3.c by utilizing a combination of opaque "fences" and shrubs to produce a visual barrier of at least 3.5 feet in height to screen the parking area. Lightina: Staff s letter sent on September 19, 2011 requested additional information related to proposed lighting. It does not appear, however, that this item was responded to with your resubmittal. Please indicate the style and materials of any proposed exterior lighting fixtures. Sianagge: The elevation views that were part of your resubmittal indicate future signage. Please note t . hat signage will be reviewed for code compliance at the time of submittal of a sign permit application. However, I wanted to refer you to our sip code requirements of ECDC 20.60 and to bring a few items related to the signage indicated on the design review plans to your attention at this time. ECDC 20.60.025.A limits the maximum number of permanent signs to three per site, or three per physically enclosed business space on commercial sites with multiple business tenants. This code section also limits the total maximum permanent sign area for the site to one square foot per lineal foot of the . building frontage along 72nd Ave.V. Additionally, it should be noted that a freestanding sign located within the four -foot street setback cannot exceed three feet in height. These comments regarding signage do not ne ' ed to be responded to at this time, but please note that they will need to be addressed as well as any additional applicable sign code requirements of ECDC 20.60 upon submittal of a sign permit application. Landscgpin : Note that the following landscaping comments are based on the landscape plan submitted on October 12, 2011. Although landscaping is shown on the elevation views, it does not entirely match what is indicated on the landscape plan. Landscaping is not required to be shown on the elevation views, so any changes being made to the landscape plan do not need to be reflected on the elevation views. Please respond to the following regarding the landscape plan: a. Within the plant schedule, update the minimum sizes at installation as follows in order to reflect the requirements of ECDC 20.13.01 5.B: Japanese maple should be minimum of 8 feet in height; arborvitae should be a minimum of 6 feet in height; photinia and vibumum should both be a minimum of 18 inches in height. b. The cross -hatching near the southeastern comer of the site surrounding the existing trees to be retained is not indicated in the plant schedule. Please indicate what this cross -hatching represents. c. If it is not possible to put the PUD vault underground or to move it to a less prominent location (see related comment above), please revise the landscape plan to indicate sufficient screening of the vault from view from the north, west, and south. It is suggested that the vault be moved to further the east (it must be a minimum of four feet from the western property line if over three feet in height) in order to provide sufficient space for screening landscaping. Instead of screening it Page 2 of 3 0 0 with grasses, it is suggested that the vault be screened with taller evergreen shrubs that will grow to be higher than the height of the vault itself. d. The landscape plan indicates six fastigiate white pine trees along the western side of the site. Although this species starts out as a columnar tree, as it ages, it can mature at up to 60 feet tall and 15 to 20 feet wide. This is of concern on the western side of the site where there is only approximately 10 feet between the building and the western property line, which could cause the need for major pruning or even removal of these trees in the future. It is suggested that you consider a smaller evergreen that is more suitably sized for the western side of the site, such as a columnar Norway spruce (Picea abies cupressina), which grows to approximately 3 )0 to 40 feet in height and 8 to 10 feet in width. e. Landscaping along all four sides of the site is required to comply with the Type III landscaping requirements. Please describe how each side of the site is in compliance with the Type In requirements of ECDC 20.13.03O.C. f. During our meeting on September 20'h, it was suggested that a combination of a taller species, such as arborvitae, be utilized in combination with a smaller shrub along the northern side of the property in order to he ' Ip break up the northern fagade and to achieve Type IH landscaping. Would it be possible to establish arborvitae or another taller species at a minimum of 30 foot intervals along the northern side of the site adjacent to the walkway? g. It is suggested that evergreen shrubs, such as the compact strawberry tree or Fraser's photinia that are utilized on the eastern side of the site, be established amongst the grasses on the western and southern sides of the site in order to add some height to the landscaping adjacent to.the open bays of the parking garage and to provide denser, year-round vegetation in these areas of the site. li. Please provide written acknowledgement from the property owner that they understand that if the existing trees that are proposed to be retained near the southeastern comer. of the site and/or the existing trees that are to be transplanted near the southern side of the site do not survive during the construction project, a landscape plan revision may be ]required and new trees may be necessary near these locations. 9. Engineering Di Vision Review: It should be noted that the Engineering Division has approved the subject design review application and issued the attached memo on November 8, 2011. Any remaining comments from the Engineering Division, including comments on the proposed civil plans, will be provided during their review of the associated building pen -nit applications. Please note that your application will be placed on hold until a response is received regarding the above items. Pursuant to ECDC Section 20.02.003.1), you must submit the above infon-nation within 90 days. Thus, your application will expire if the requested information is not received by February 7, 2012. If you have any questions, please do nothesitate to contact me at (425) 771-0220, extension 1224. Sincerely; Development Services Department - Planning Div ision Jen Machuga Associate'Planner Enclosure: Memorandum from Jeanie McConnell dated November 8, 2011 Cc: File No. PLN20110063 Page 3 of 3 0 E Date: To: From: Subject: MEMORANDUM November 8; 2011 Jen Machuga, Planner Jeanie McConnell, Engineering Program Manager PLN20110063 21401-72nd Ave W — Kruger Orthopedic Clinic Engineering has reviewed and approved the subject design review application with the following comments noted to be noted in the staff report. 1) Compliance with Engineering codes and construction standards will be reviewed with the building permit application for development of the site. 2) Approval of the design review phase of the project does not constitute approval of the improvements as shown on the submitted plans. 3) Applicant is encouraged, wherever feasible, to incorporate pervious pavements, rain gardens and/or other low impact development techniques into the project design. Thank you. City of Edmonds ( - Message 0 Page I of I McConnell, Jeanie From: McConnell, Jeanie Sent: Tuesday, December 06, 2011 3:45 PM To: 'Scott Shanks' Subject: Premier Ortho - TI Scott, Please find attached plan review comments from the Engineering Division in review of the TI for Premier Ortho. Regards, Jeanie JEANIE McCONNELL I Engineering Program Manager I mcconnelloci.edmonds.wa.us Public Works Department I Engineering Division 1 121 5th Ave N I Edmonds, WA 98020 City of Edmonds I www.edmondswa.gov I Tel: 425.771.0220 1 Fax: 425.771.0221 12/6/2011 ii 9 0 oi� ED 40 CITY OF EDMONDS A PLAN REVIEW COMMENTS ENGINEERING DIVISION -0220 199() (425)771 City Website: www.edmondswa. go DATE: December 6, 2011 TO: Scott Shanks scott@fwdsinc.com FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld20110816 Project: Premier Orthopedic Group — Tenant Improvement Project Address: 2140172 "d Ave W During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit three (3) sets of revised plans/documents with a written response to each of the items below to Marie Harrison. City of Edmonds handouts, standard details and development code can be referenced on the City website. NOTE: Shell & Core, Civils were reviewed under separate permit - 01d20110815. Review I — November 16, 2011 Review 2 — December 6, 2011 AO.3 — REFERENCE SITE PLAN 1. ok 2. ok P01 — LEGEND, SCHEDULES & GENERAL NOTES I . ok 2. 12/6/2011 — Thank you for adding the vent piping to the plans. You are correct that the backwater valve is not required, however, in this location installation would be appropriate and beneficial to the owner. Please confirm that the owner does not desire a backwater valve. 11/16/11 comment - Detail 1. 1 shows a 2" vent on the 4" waste outlet pipe. In lieu of the vent installation of a backwater valve seems appropriate. This would prevent any sewer backup from entering the parking garage through this structure. bld20llO8l6-Premier—Ortho-TI-E2.doc Page I of 2 P02 — FOUNDATION PLAN — WASTE AND VENT I . A 2. A 3. A 4. 12/6/2011 — If a backwater valve is installed per comment 2 above, please show on the plans. I 1/ 16/11 comment - Please show location of backwater valve on the outlet side of the oil/water separator should you choose to install one. 5. 12/6/2011 — Please show all floor drain locations. Will they be D5 drains? If so, please indicate as such on the plans. I 1/ 16/11 comment - The oil/water separator is the only drainage basin that has been shown on this plan sheet. There are other locations throughout the garage where it appears as though catch basins should be/could be installed ... please clarify and add basins where necessary. P03 — LEVEL 1 FLOOR PLAN — WASTE AND VENT 1. A 2. 12/6/2011 — For clarification a note has been added to the plan. I 1/ 16/11 comment - The oil/water separator is shown on this plan sheet, but it is not at the level of the waste lines that are shown. Please grey out/dash line type. PO4 — LEVEL 2 FLOOR PLAN — WASTE AND VENT 1. A Please contact me at 425-771-0220 or by e-mail at mcconnell(&,ci.edmonds.wa.us if you have specific questions regarding these plan corrections. bld20llO8l6-Premier—Ortho-TI-E2.doc Page 2 of 2 Landscape Bid for Premier Orthopedic Grou D20110815) Page I of I Machuga,Jen From: Jim Uimw@ddgarchitects.com] Sent: Monday, December 12, 2011 11:23 AM To: Machuga,Jen Cc: Scott Shanks Subject: RE: Landscape Bid for Premier Orthopedic Group (BLD20110815) Jen, I have attached the Contractor's landscape bid. Let me know if it has enough information to establish the Bond amount. Jim Wieben From: Machuga, Jen [mailto: Mach uga@ci.edmonds.wa. us] Sent: Friday, December 09, 20114:57 PM To: jimw@ddgarchitects.com Cc: Scott Shanks Subject: Landscape Bid for Premier Orthopedic Group (BLD20110815) Hi Jim, I see the letter from Pennon in your resubmittal for the Premier Orthopedic building permit application regarding the value of the landscaping and irrigation scopes of work for the project, but I'm wondering if you've happened to get a landscape bid yet. I said in my previous comments that the bid wouldn't be necessary until the time of our final Planning inspection for purposes of calculating the maintenance bond, but I completely forgot that I need the bid amount for calculating our landscaping inspection fee. If you happen to have a bid or if you could easily obtain one, would you mind emailing it to me? If it's not possible, let me know, and I'll see what we can do (it definitely won't be something that will hold up the issuance of your permit). Thanks, and sorry for my mistake on this! Jen Jennifer Machuga, Associate Planner City of Edmonds, Planning Division 121 - 5th Avenue North Edmonds, WA 98020 (425) 771-0220 ext. 1224 Machuga(&ci.edmonds.wa.us 12/12/2011 P.0 Box 1683 Woodinville, WA 98072 Phone (425)487-0077 . Fax (425)481-9384 Pictqresquel,and.corq Date:. 11-29-11 Job Name — Premier Orthopedic Group General Contractor Pennon Construction Bid Item Landscave + Irrigation Section(s) (32000) Bid By Matt King PER PLANS AND SPECS: Pages Includes Plants. Landscaping $22,100, 8' Tre ' e st * akes. Im"gation. $4,500 Tree Wrap. Total $26,600 0" 5-way import topsoil. Plus Sales Tax T'Mediurn Fine Bark Mulch. Weed fabric to newly. planted areas. Rototill. Fertilizer Maintlain'landscape until final acceptanc e. Digging and re -planting of 5 Sweetgum trees is budgeted at $600. -No guaranitee that 100% of these will survive. Pruning of existing trees that overhang property% as noted in Plant notes."in work package #7 budgeted at $400;, Alternates & Assumptions 4" caliper Sweetgum replaced at $400 per tree. (_P0 C 2 year Irrigation Maintenance $450 NO'LANDSCAPE PLANTE - RS OR MATERIAL IN BID. None seen. Exclu'sion: s Exclusions Site grading Maintenance after final acceptance Fences Waterproofing Concrete Water Meter Drain, Power to Irrigation Controller Pgc� - END OF BID PROPOSAL - ANY QUESTIONS OR CLARIFICATIONS CONTACT MATT KING CELL (206)714-4593 OFFICE (425)487-0077, EMAIL - matt@pi C-turesiqueiarid.corn THANK YOU FOR THE OPPORTUNITY! C_'. to, JQL'. OPP -fS *,-- 1% 4 64 w6,,c1%*-wcx- P44 -i I? C,41P V 1?011 le6i �VIAIG,0' UP IS 70 *q 6,tc( per Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 La King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 For alternate formats, call 206-296-6600. 206-296-6600 TTY 206-296-7217 Project Name: Premier orthopedic Group Date: 12/02/11 Location: 21401 72nd Ave W., Edmonds, WA 98020 ProjectNo.: bld#2011-0815 0 Activity No.: 1sa job #5311 Clearing greater than or equal to 5,000 board feet of timber? yes x no If yes, Forest Practice Permit Number: (RCW 76.09) Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. 1&kftftfW UST 1� 4*1 -0 IT-7, (0 q - S-Z) Page 1 of 9 14 4/0 1z a T #to *1 AtAxw �O li-wks-sbq.xls RECEIVED DEC - 7 20.11 DEVELOPMENT SUMCES CTr, CITY OF EDMONDS Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 12/02/2008 0 0 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Reference # Unit' Price Unit Quantity #of Applications Cost EROSIQN/SEDIMENT CONTROL Number Backfill & compaction -embankment ESC-1 $ 5.62 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 67.51 Each Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 85.45 CY Ditching ESC-4 $ 8.08 CY Excavation -bulk ESC-6 $ 1.50 CY Fence, silt ESC-6 SWIDM 5.4.3.1 $ 1.38 LF 720 994 Fence, Temporary (NGPE) ESC-7 $ 1.38 LF Hydroseeding ESC-8 SWIDM 5.4.2.4 $ 0.59 SY Jute Mesh ESC-9 SWI)M 5.4.2.2 $ 1.45 SY Mulch, by hand, straw, 3" deep ESC-1 0 SWIDM 5.4.2.1 $ 2.01 SY Mulch, by machine, straw, 2" deep ESC-1 I SWI)M 5.4.2.1 $ 0.53 SY Piping, temporary, CPP, 6" ESC-1 2 $ 10.70 LF Piping, temporary, CPP, 8" ESC-1 3 $ 16.10 LF Piping, temporary, CPP, 12" ESC-14 $ 20.70 LF Plastic covering, 6mm thick, sandbagged ESC-15 SWIDM 5.4.2.3 $ 2.30 SY Rip Rap, machine placed; slopes ESC-16 WSIDOT 9-13.1(2) $ 39.08 CY Rock Construction Entrance, 50'xl5'xl' ESC-1 7 SWIDM 5.4.4.1 $ 1,464.34 Each 1 1,464 Rock Construction Entrance, 100'xl5'xl' ESC-18 SWIDM 5.4.4.1 $ 2,928.68 Each Sediment pond riser assembly ESC-19 SWIDM 5.4.5.2 $ 1,949.38 Each Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 17.91 LF Sed. trap, 5'high, riprapped spillway berm section ESC-21 SWIDM 5.4.5.1 $ 68.54 LF Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 0.51 SY ESC-23 SWDM 5.4.2.5 $ 6.03 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 7.45 SY TESC Supervisor ESC-25 $ 74.75 HR 8 599 Water truck, dust control ESC-26 SWDM 5.4.7 $ 97.75 HR 2 200 WRITE'-4N-ITEMS.'****- (S66 6692 9 check dams 50.00 Each 9 450 sediment trap I 113� -1&0 r interceptor ditch 2 lf 210- 420 Page 2 of 9 li-wks-sbq.xls ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: $ 4,A?l� - ta'�71 — $ 1,A-T3 - $ 6 —24-T- A Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 12/02/2008 1�1 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Right -of -Way ,-Future Public Rmd,improvemen ti Drainage Facilities Private Improvements Quantity Completed (Bond Reduction)* Quant. ��Iete] Cost UnitiPrice. Unit 0 . uant. Cost Q e u . ant. Cost uant.T G Q ost GENERAL ITEMS No. Backfill & Compaction- embankment GI-1 $ 5.62 CY Backfill & Compaction- trench GI-2 $ 8.53 CY Clear/Remove Brush, by hand G1-3 $ 0.36 SY Clearing/Grubbing/Tree Removal G1-4 $ 8,876.16 Acre Excavation - bulk GI-51 $ 1.50 CY Excavation - Trench G1-6 $ 4.06 CY Fencing, cedar, 6'high G1-7 $ 18.55 LF Fencing, chain link, vinyl coated, 6' hig G1-8 $ 13.44 LF Fencing, chain link, gate, vinyl coated, Gi - 9 $ 1,271.81 Each Fencing, split rail, 3' high G1 - 10 $ 12.12 LF Fill & compact - common barrow GI - 111 $ 22.57 CY Fill & compact - gravel base Gi - 12 $ 25.48 CY Fill & compact - screened topsoil G1 - 13 $ 37.85 CY Gabion, 12"deep, stone filled mesh Gi - 14 $ 54.31 SY Gabion, 18" deep, stone filled mesh Gi - 15 $ 74.85 SY Gabion, 36" deep, stone filled mesh G1 - 16 $ 132.48 SY Grading, fine, by hand GI - 171 $ 2.02 SY Grading, fine, with grader G1 - 18 $ 0.95 sy 204 194 Monuments, Slong GI - 19 $ 135.13 Each Sensitive Areas Sign G1 - 20 $ 2.88 Each Sodding, 1 " deep, sloped ground G1 - 21 $ 7.46 SY Surveying, line & grade GI - 22 $ 788.26 Day Surveying, lot location/lines G1 - 231 $ 1,556.64 Acre Traffic control crew ( 2 flaggers G1 - 24 $ 85.18 FIR 40 3,407 Trail, 4" chipped wood G1 - 25 $ 7.59 SY Trail, 4" crushed cinder G1 - 26 $ 8.33 SY Trail, 4" top course GI - 27 $ 8.19 SY Wall, retaining, concrete GI - 28 $ 44.161 SF I lWall, rockery IGI - 291 $ 9.491 SF I Page 3 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xis SUBTOTAL 3,601 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12/02/2008 0 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Rlgh�of-wiy Future Public a Ro dArnproverents &: drilriag'e Fa Cillitles. Private mprovernents' ',Bond Reduction* ouaht. ornplet' cost allhi#P.-H-66W W Unft _106-5W-*Ff-"�� --Vc6sV�- - Qua,h*t.- ;—Cosf Q U 7arit 7 cost AC Grinding, 4'wide machine < 1 000sy RI-1 $ 28.00 SY AC Grinding, 4'wide machine 1000-200 RI - 2 $ 15.00 SY AC Grinding, 4'wide machine > 2000sy RI-3 $ 7.00 'SY AC Removal/Disposal/Repair RI-4 $ 67.50 SY 4,.22-51 Barricade, type I Rl - 5. $ 30.03 LF Barricade, type Ill ( Permanent RI-61 $ 45.05 LF Curb & Gutter, rolled RI-7 $ 17.00 LF Curb & Gutter, vertical RI-8 $ 12.50 LF 285 .3, bb.3 Curb and Gutter, demolition and diEE22� I Rl - 9 $ 18.00 LF C; 5,130 Curb, extruded asphalt Rl - 10 $ 5.50 LF Curb, extruded concrete Rl - 11 $ 7.00 LF Sawcut, asphalt, 3" depth Rl - 121 $ 1.85 LF Sawcut, concrete, per V depth RI - 13 $ 1.69 LF 5 8 Sealant, asphalt RI - 14 $ 1.25 LF Shoulder, AC, ( see AC road unit price RI - 15 $ - SY Shoulder, gravel, 4" thick Rl - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 35.00 SY Sidewalk, 4" thick, dernolition and dispo! RI - 181 $ 29.50 SY Sidewalk, 5" thick Rl - 19 $ 38.50 SY 1 W F,3Try 9� 10 Sidewalk, 5" thick, demolition and dispo R1 - 20 $ 37.50 SY Sign, handicap RI - 21 $ 85.28 Each Striping, per stall RI - 22 $ 5.82 Each Striping, thermoplastic, ( for crosswalk ) Rl - 23 $ 2.38 SF IStriping, 4" reflectorized line JR1 - 241 $ 0.25 1 LF Page 4 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xis SUBTOTAL 3, �2 111gaz ;F0- Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12/02/2008 0 F— L'I Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 tx1iting Right-of4ay, Future Public Roa d'Impr6vements &Drainane Facilities Private Improvements Bond Reduction* Quant. Compleiel Cost n U it,Price Unit Qu6nt.�,.� Cost �:Ouarit.'; Cost Qdant. co St W(JX6V6URFAC1NdZ - :5 base '54t p,c'o'u q),. For!'G�,KCRS(6�5",F46�k=5!�b�tq�,' For KCRS'93, (additional 2.5" base) ad RS - 1 $ 3.60 SY AC Overlay, 1.5" AC RS - 2 $ 11.25 SY AC Overlay, 2" AC RS - 3 $ 15.00 SY AC Road, 2", 4" rock, First 2500 SY RS - 4 $ 21.00 Sy AC Road, 2", 4" rock, Qty. over 2500SY RS - 5 $ 19.00 SY AC Road, 3", 4" rock, First 2500 SY RS - 6 $ 23.30 SY AC Road, 3", 4" rock, Qty. over 2500 SN RS - 7 $ 21.00 SY AC Road, 5", First 2500 SY RS - 8 $ 27.60 SY AC Road, 5", Qty. Over 2500 SY RS - 9 $ 25.00 SY AC Road, 6", First 2500 SY RS - 1 C $ 33.10 SY AC Road, 6", Qty. Over 2500 SY RS - 11 $ 30.00 SY Asphalt Treated Base; 4" thick RS - 1 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 1 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 S)RS - 1 8.50 SY PCC Road, 5", no base, over 2500 SY RS - 1 $ 27.00 SY PCC Road, 6", no base, over 2500 SY RS - 1 $ 25.50 SY Thickened Edge RS - 1A $ 8.60 1 LF Page 5 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xls SUBTOTAL 1,323 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12/02/2008 0 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing ,Riqlht�of4ay �'Future Public Road Improvements & Drainage Facilities Private Improvements Bond.Reduction* Quant. Complet e,� Cost unit Price Unit ,Cost n:- -Qua t� ,, �, :''Cost"-, 0 Cost, gRAINA:G�t"(CPP orrugated Pla'stic Pipe; NI ae C 2 or Equiv I For Culvert pric6ij:A ra a of 4'cover was assumed. -Ass me perfo ad PVC is same price as solid pipe. Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed D-2 $ 240.74. Each Bollards - removable D - 3 $ 452.34 Each * (CBs include frame and lid) CB Type I D-4 $ 1,257.64 Each 3 3,773 22A 11V, ia CB Type IL D - 5 $ 1,433.59 Each CB Type 11, 48" diameter D-6 $ 2,033.57 Each 3,000 for additional depth over 4' D-7 $ 436.52 FT CB Type 11, 54" diameter D-8 $ 2,192.54 Each for additional depth over 4' D-9 $ 486.53 FT I CB Type 11, 60" diameter D-10 $ 2,351.52 Each for additional depth over 4' D-11 $ 536.54 FT CB Type 11, 72" diameter D - 12 $ 3,212.64 Each for additional depth over 4' D - 13 $ 692.21 FT Through -curb Inlet Framework (Add) D - 14 $ 366.09 Each Cleanout, PVC, 4" D - 151 $ 130.55 Each Cleanout, PVC, 6" D - 16 $ 174.90 Each Cleanout, PVC, 8" D - 17 $ 224.19 Each Culvert, PVC, 4" D - 18 $ 8.64 LF Culvert, PVC, 6" D - 19 $ 12.60 LF 384 4,610 Culvert, PVC, 8" D - 20 $ 13.33 LF 61 813 Culvert, PVC, 12" D - 211 $ 21.77 LF JAS V& Culvert, CMP, 8" D - 22 $ 17.25 LF Culvert, CMP, 12" D - 23 $ 26.45 LF Culvert, CMP, 15" D - 24 $ 32.73 LF Culvert, CMP, 18" D-25 $ 37.74 LF Culvert, CMP, 24" D - 26 $ 53.33 LF Culvert, CMP, 30" D - 271 $ 71.45 LF Culvert, CMP, 36" D - 28 $ 112.11 LF Culvert, CMP, 48" D - 29 $ 140.83 LF Culvert, CMP, 60" D - 30 $ 235.45 LF Culvert, CMP, 72" D - 31 $ 302.581 LF I Page 6 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xls SUBTOTAL 4W.1-1 9 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12/02/2008 0 Site Improvement Bond Quantity Worksheet Web date: 12/0212008 DRAINAGE'CONTINUED. Existing Right-of-way Future Public Road Irriprovernents & Drainage Facilities Private Improvements Bond Reduction* QuanL Completei cost: Unit Price',,',,' ",',Unit �Quiht. Cost,, Quant�. cost Quant. Cost Culvert, Concrete, 8" D - 321 $ 21.02 LF Culvert, Concrete, 12" D - 331 $ 30.05 LF Culvert, Concrete, 15" D - 34 $ 37.34 LF Culvert, Concrete, 18" D - 35 $ 44.51 LF Culvert, Concrete, 24" D - 36 $ 61.07 LF Culvert, Concrete, 30" D - 37 $ 104.18 LF Culvert, Concrete, 36" D - 38 $ 137.63 LF Culvert, Concrete, 42" D - 391 $ 158.42 LF Culvert, Concrete, 48" D - 40 $ 175.94 LF Culvert, CPP, 6" D - 41 $ 10.70 LF Culvert, CPP, 8" D - 42 $ 16.10 LF WW4,412P,—tr—� 2 6 4. 2949 1! F Culvert, CPP, 15" D - 44 $ 23.00 LF Culvert, CPP, 18" D - 451 $ 27.60 LF Culvert, CPP, 24" 0-46 $ 36.80 LF Culvert, CPP, 30". D - 47 $ 48.30 LF Culvert, CPP, 36" D - 48 $ 55.20 LF Ditching D - 49 $ 8.08 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 25.99 LF French Drain (3'depth) D - 511 $ 22.60 LF Geotextile, laid in trench, polypro�ylene D - 52 $ 2.40 SY Infiltration pond testing D - 53 $ 74.75 HR Mid -tank Access Riser, 48" dia, 6'deep 0-54 $ 1,605.40 Each Pond Overflow Spillway D - 55 $ 14.01 SY Restrictor/Oil Separator, 12" ( 8 D - 56 $ 1,045.19 Each Restrictor/Oil Separator, 15" D - 571 $ 1,095.56 Each Restrictor/Oil Separator, 18" D - 58 $ 1,146.16 Each Riprap, placed D - 59 $ 39.08 CY jEach Tank End Reducer (36" diameter) D - 60 $ 1,000.50 Trash Rack, 12" D - 61 $ 211.97 Each Trash Rack, 15' D - 62 $ 237.27 Each Trash Rack, 18" 1 D - 631 $ 268.89 Each Trash Rack, 21" 1 D - 641 $ 306.841 Each Page 7 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xis 2, SUBTOTAL 1,200 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12102/2008 0 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Existing Right-of-way 'Future Public Road Improvements & Drainrge Facilities Private improvements Bond Reduction* Quant. lComplet cost Unit Price Unit _j Pride Quant. Cost Quant. Cost PARKING LOT SURFACING No. 2" AC. 2" top course rock & 4" borrow PL - 1 $ 21.00 SY 2" AC, 1.5" top course & 2.5" base cou PL - 2 $ 28.00 SY 4" select borrow PL - 3 $ 4.55 SY 1.5" top course rock & 2.5" base course PL-4 $ 11.41 SY UTILITY $)CiLkES,&�8TREET','�LIOH.,'TiNG- mpanied,6francihiseUtilit I !s Cost . Stet I ement Mtypble-relbdatonoos mustbe,ac& Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires I UP-21 I Each I I WkjttJ44T-tMg.�� (Such as detentiontwater quality vaults. No. vauit WI - 1 Each 3 744tt 30, OC 0 ADA RAMP WI - 2 SY 1 EA 900 FIRE LINE VVI - 3 CY LS 2750 SIDE SEWER VM - 4 LF LS 1200 STRIPING/PAINT W - 51 FT LS S 0 WI - 6 WI - 7 WI - 8 WI - 9 W-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTA : COLUMN: -1W.0c - Page 8 of 9 *KCC 27A authorizes only one bond reduction. li-wks-sbq.xis 5,370 !�, 5 5 446-6.41 5 ,4-, �O 2 B -MIMA41 C 30,000 3,9�,7 3 -A[ 106.04 Itil 5q - 19 �� 01M.83 D E Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 12/02/2008 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Original bond computations prepared by: Name: Jerry OConnell Date: 12/02/11 PE Registration Number: 34989 Tel.#:- 425-775-1591 Firm Name: LSA Enctineerincr 1sa # 5311 Address: 19217 36th ave w, #106, Lynnwood, WA 98036 Project No: ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Road Improvements & Drainage F Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash. Performance Bond* Amount (A+B+C+D) = TOTAL Reduced Performance Bond* Total *** Maintenance/Defect Bond* Total. PERFORMANCE BOND* AMOUNT (A) $ 6,340 (B) $ 54,802 (C) $ (D) $ 40,673 (A+B) $ 61,142 (T) $ 101,815 Minimum bond* amount is $1000 BOND*AMOUNT REQUIRED AT RECORDING OR TEMPORARY OCCUPANCY ... (E) $ x 0.30 $ (T-E) $ Use larger of Tx3O% or (I -E. OR 0 NAME OF PERSON PREPARING BOND* REDUCTION: Date: PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 54, 8 02x. 2 5 0.25 = $ 1-; 7()l - NOTE: The word "bond" as used in this document means any financial guarantee acceptable to King County. NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilizaiion costs are computed in this quantity. NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional performance bond shall be I(C+D)-E REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY ODES Page 9 of 9 Unit prices updated: 02/12/02 Check out the DDES Web site at.wwwkingcounty-goylloermits Version: 11/26/08 li-wks-sbq.xls Report Date: 12/02/2008 Lovell-Sauerland and Associates, Inc. Phone: 425-775-1591 19217 - 361h Avenue West, Suite 106 LM N E LSAEngineering.com Lynnwood, Washington 98036 Memorandum File No: 5311 Date: December 07, 2011 To: Jeanie McConnell, City of Edmonds From: Jerry OConnell Subject: Premier Orthopedic Group BLD# 2011-0815-Resonse letter to review comments I The following list summarizes our response to the City's review comments dated December 5, 2011 for the above referenced project. GENERAL RECEIVED 1. Revised cost estimate to add items. DEC - 7 2011 SHEET C1 — SITE PLAN DMWwENT sEFMCES CTR- 20. Provided separate tap & meter for irrigation cl-rY OF EDMONDS 25. Showed valves on cl & c4 31. Revised landscaping at curb ramp SHEET C4-frontage plan 4. Revised to add striping & curb painting notes. SHEET C8 — TRAFFIC CONTROL PLAN 1. Left note as is ...... owner to obtain bldg permit prior to tcp approval. I have enclosed 3 sets of the revised plans and cost estimate for your next review. Please let me know if I can provide anything else to help expedite your review. Best Regards, Jerry Conne 531 1trn-3RD-response.docx Page I of I McConnell, Jeanie From: McConnell, Jeanie Sent: Tuesday, December 06, 2011 9:15 AM To: 'Jerry O'Connell' Cc: 'jimw@ddgarchitects.com'; Harrison, Marie Subject: Premier Ortho - engineering review 12/6/2011 0 9 CITY OF EDMONDS PLAN REVIEW COMMENTS ENGINEERING DIVISION (425) 771-0220 CityWebsite: www.edmondswa.go DATE: December 5, 2011 TO: Jerry O'Connell JerryO@Isaengineering.com FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld20110815 Project: Premier Orthopedic Group — Shell & Core, Civil Improvements Project Address: 2140172 nd Ave W During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit three (3) sets of revised plans/documents with a written response to each of the items below to Marie Harrison. City of Edmonds handouts, standard details and development code can be referenced on the City website. Review I —November 16, 2011 Review 2 — December 5,2011 GENERAL 12/5/11 — Thank you for providing a cost estimate for the project. Please revise the estimate to include new curb ramp with truncated domes, installation of the fire line and associated valves, sewer tap on City main and striping within the right-of-way. I 1/ 16/11 comment - Please provide an itemized engineers cost estimate, including units and unit prices, for both on -site and off -site (right-of-way) improvements, including traffic control. The City prefers use of the King County Site Improvement Bond Quantity Worksheet. o A bond is required to be placed for all right-of-way improvements. The amount of the bond will be based on 120% of the City approved estimate for all right-of-way improvements. The City will infonn you of the appropriate bond amount after review of the cost estimate. Bond forms can be obtained from Marie Harrison, Permit Coordinator — 425-771-0220 or Harrison@ci.edmonds.wa.us o Inspection fees for this project will be calculated at 2.2% of the 120% City approved estimate for all improvements. 2. ok 3. ok 4. ok 5. ok bid2011O8l5-Premier—Ortho-E2.doc Page I of 4 0 0 STORM DRAINAGE REPORT OK A-101 — SITE PLAN 1. A 2. A 3. A A-111 — FIRST FLOOR PLAN 1. A 2. A 3. A L-1.0 — LANDSCAPE PLAN 1. A 2. A 3. A SHEET C1 — SITE DEVELOPMENT, DRAINAGE AND UTILITY PLAN 4. A 5. A 6. A 7. A 8. A 9. A 10. A 11. A 12. A 13. A 14. A 15. A 16. A 17. A 18. A 19. A 100 2/5/2011 — If the applicant chooses, the irrigation system could be tapped off the backside of the water meter on private property, but a meter could not be provided. A separate tap off the City water main would be required to provide a separate meter. Please revise plans accordingly. I 1/ 16/11 comment - Plans indicate a separate water meter and tap off the domestic feed for the irrigation system. If the preference is to have the irrigation system billed separately from the domestic water then a separate tap off the main will be required. Please note, sewer charges are based off of domestic water consumption, so having a separate irrigation meter could reduce the sewer charges for the site. The City doesn't offer a deduct method for this. 21. A bld2011O8l5-Premier—Ortho-E2.doc Page 2 of 4 0 0 22. ok 23. ok 24. ok 65WJ12/5/2011 - Sheet C4, Frontage Improvement Plan, now includes the requirement for in line valves on the main line and references the appropriate standard detail. Please revise sheets C1 and C4 to show the valves in plan view. 11/16/11 comment - The City will not permit a wet tap for the 6" fire line connection to the City main. Two in -line valves shall be installed on the City water main to either side of the 6" fire line connection. Please reference and incorporate city standard detail E7.18. 1. Please also add parts call outs to the plans for size of valves, fittings, etc. 26. ok 27. ok 28. ok 29. ok 30. ok 09-1-1 12/5/2011 - Thank you for aligning the new curb ramp with the sidewalk. Please revise plans to show a landscape buffer along the west edge of the sidewalk versus concrete. The small section that appears to be an extension of the private walkway should also be revised to be landscaping. I 1/ 16/11 comment - The new curb ramp on the south end of the proj ect should stay in alignment with sidewalk to the north. Please reference and incorporate WSDOT standard detail F-40.16- 01 for single direction curb ramps. This detail also shows the landscape buffer. 32. ok 33. ok 34. ok 35. ok SHEET C2 - GRADING AND EROSION CONTROL (SWPPP) PLAN 1. ok 2. ok 3. ok SHEET C3 - ROAD SECTION AND PROFILE 1. ok 2. ok 3. ok SHEET C4 - FRONTAGE IMPROVEMENT PLAN (previously notes and details) 1. ok 2. ok 3. ok JAL,Please revise plans to include restoration (re -striping) of existing painted center line in area of trench patches, relocation of bus sign, and yellow curbing to indicate no parking as needed. At a minimum, the curb shall be painted yellow 5' to either side of the driveway approach. bld2011O8l5-Premier—Ortho-E2.doc Page 3 of 4 0 0 Additional distance may be required for sight distance purposes. The curb should also be painted yellow in the area of the bus stop. Please note, there have been previous discussions on how to designate the area in front of the trash enclosure access. The curb could be painted yellow to indicate no parking or a sign could be installed to limit the parking to delivery vehicles for example. If a sign is desired, please submit your preferred sign verbiage to the City Traffic Engineer for approval. SHEET C5 — NOTES AND DETAILS 1. ok 2. ok SHEET I of I — TRAFFIC CONTROL PLAN 12/5/2011 — A note was added to the plans stating "the contractor shall submit a separate specific traffic control plan for each construction phase. Plans shall be submitted and approved by the City prior to starting construction on each phase." Typically, the building permit for a project is not issued until we have received a complete traffic control plan. Reviewing and approving the TCP's at this phase eliminates delays during construction. Please confirm that it is your desire is to obtain a building permit ahead of submitting the required TCP's. I I / 16/11 comments - I . Please provide separate traffic control plans for the various phases of construction to address utility tie-in's, frontage improvements, concrete pours on site, materials delivery, etc. 2. Where lane shifts are proposed, please show the full spectrum of 72 nd Ave W to ensure 10-foot minimum lane widths will be maintained. 3. Placement of cones, spacing, taper, etc. shall be included. 4. Sidewalk closure signage shall be provided as appropriate. 5. Coordination with Community Transit will be required for temp or permanent bus stop relocation. 6. Parking and sidewalk closures in excess of 72-hours shall be approved by the City and disruption fees will apply. Please clearly state your intent and provide a request in writing for such closure. Please contact me at 425-771-0220 or by e-mail at mcconnell(iDci.edmonds.wa.us if you have specific questions regarding these plan corrections. bld20llO8l5-Premier—Ortho-E2.doc Page 4 of 4 7T� Page I of 1 McConnell, Jeanie From: Jerry O'Connell [JerryO@Isaengineering.com] Sent: Friday, December 02, 2011 10:01 AM To: McConnell, Jeanie Cc: Scott Shanks Subject: premier orthpedic group bld#2011-0815 Jeanie, Here is the completed bond form for your review. Jerry O'Connell LSA Engineering Alderwood Business Campus 19217 36th Ave. W., #106- Bldg. 5 Lynnwood, WA 98036 phone: (425) 775-1591 email: 12/5/2011 0 0 Lovell-Sauerland and Associates, Inc. Phone: 425-775-1591 19217 - 361h Avenue West, Suite 106 LSAEngineering.com Lynnwood, Washington 98036 Memorandum File No: 5311 Date: November 21, 2011 To: Jeanie McConnell, City of Edmonds From: Jerry OConnell Subject: Premier Orthopedic Group BLD# 2011-0815-Resonse letter to review comments The following list summarizes our response to the City's review comments dated November 16, 2011 for the above referenced project. GENERAL RESUB 1. Applicant to provide cost estimate. 2. Added construction sequence (c2) NOV 2 12011 3. Added detail page callouts 4. Applicant is/has coordinated with CT. BUILDING DEPARTMENT CITY OF EDMONDS 5. Added testing note #6 to construction notes(cl) STORM DRAINAGE REPORT 1. Revised calculations causing a revision to the vault. Revised plans/calculations/report accordingly. 2. See vault detail C3 — per structural design, the vault will be incorporated into the garage floor, thus should have sufficient ballast to overcome buoyancy effects. 3. Revised footers SHEET C1 — SITE PLAN 4. Revised the plan set to include a larger scale frontage plan(c4) and separate items for clarity. 5. Added demolition sheet (c9) 6. Added purveyor data 7. Added to construction notes see #7-cl. 8. Revised sheet index 9. Added cb data. 10. Revised pipe to 12" 11. Added note see c4 12. Revised cb#3 callout 13. Added construction note #9 — cl 531 1trn-response-to-2nd.docx 0 14. Added cb#5 data(cl) 15. Added footing drain connections(cl) 16. Revised roof drain connection (cl) 17. Called out wye (c4) 18. Showed cleanout (c4) 19. Added inverts (c4) 20. Revised water layout (c4) 21. Added construction note #10 (c4) 22. Added rpba (c4) 23. Added detail #e7.6-1 (c7) 24. Revised wm locations (c4) 25. Added detail (c7) and callout (c4) 26. Added construction note #11 (c4) 27. Added callout(c4) & detail (c7) 28. Added frontage plans (c4) & (c9) 29. Applicant wants driveway as is. 30. Added callout(c4) 31. Revised ramp(c4) added detail (c5) 32. Added callout (c4) 33. Added callout (c4) 34. Added callout (c4) 35. Revised callout (cl) SHEET C2-GRADING & SWPPP 1. Moved tesc notes to c2 2. Revised legend 3. Added storage/material area SHEET C3-ROAD SECTION & PROFILE 1. Revised to 12" pipe. 2. Revised cb#3 callout 3. Revised section a -a. SHEET C4-NOTES & DETAILS 1. Revised general note #26 2. Added solid lid callout 3. Deleted removable plug. 531 ltrn-response-to-2nd.docx 0 SHEET C5-NOTES & DETAILS(new sht 6) 1. Revised detail to omit truncated domes 2. Replaced detail with wsdot detail(c5) NEW SHEET C8 — TRAFFIC CONTROL PLAN 1 . Added note for contractor to provide pahsed plans 2. Added wsdot traffic control plan(tcp) 3. Added wsdot tcp 4. Added sidewalk closure signs 5. Added CT callout 6. Revised tcp not #9 I have enclosed 3 sets of the revised plans and drainage report for your next review. Please let me know if I can provide you with anything else to help expedite your review. Best Regards, Je 4OConnell 531 1trn-response-to-2nd.docx 0 0 November 18, 2011 City of Edmonds Steve Fisher, City of Edmonds Public Works 121 5h Avenue North Edmonds, WA 98020 RE: Response to Plan Review Comments, dated 11-4-11 Plan Check # 2011-0815- Shell and Core, Solid Waste Collection Area Dear Steve, This response letter is accompanying copies of the revised Shell and Core permit drawings submitted for the Premier Orthopedics Office Building to be located at 2140172 d Ave. W, Edmonds, WA. Based on the plan check comments noted above, corrections have been made to the drawings originally submitted. All changes to the documents since the original submittal to the City of Edmonds have been clouded including additional information not associated with City comment letters. The responses to your comments are indicated on the drawings as follows: General A-1 11, First Floor plan has been modified to show dimensions of the Garbage / Recycle Room, and the distance from the curb to the building has also been added to the plan. The general location of the compactor unit has been added to the floor plan. The door size is 13% 2" wide x 10'-0" tall. Additional door information is found on Sheet A- 119. The wall construction is of concrete block, is described in detail on Sheet A-1 15. End of Solid Waste Comments Response Please call me @ 206-571-5612 if you have any questions regarding the above responses. Sincerely' Jim Wieben, DDG Architects RESUB NOV 18 2011 WILDING DEPAMMEN-t OM OF EDMONDS 16398 NE 851h St Suite 101 Redmond, WA 98052 Tel: (425) 285-9992 0 9 November 16, 2011 Donahou Design Group City of Edmonds Jeanie McConnell, Engineering Program Manager 121 5h Avenue North Edmonds, WA 98020 RE: Response to Plan Review Comments, dated 11-16-11 Plan Check # 2011-0815- Shell and Core, Civil Improvements Dear Jeanie, This response letter is accompanying copies of the revised Shell and Core permit drawings submitted for the Premier Orthopedics Office Building to be located at 21401 72 nd Ave. W, Edmonds, WA. Based on the plan check comments noted above, corrections have been made to the drawings originally submitted. All changes to the documents since the original submittal to the City of Edmonds have been clouded including additional information not associated with City comment letters. The non -civil engineering responses to your comments are indicated on the drawings as follows: A-101 — Site Plan The Site Plan has been updated to illustrate the current frontage improvements along 72 d Ave. West. 2. The notes relating to the frontage improvements along 72 nd Ave. W. have been deleted or modified to direct the reader to the Civil Documentation for information regarding the frontage improvements.. 3. A note has been added to the drawing directing the reader to the Civil drawings for detailed information relating to the Civil Engineering Documentation. A-1 11 — First Floor Plan The First Floor Plan has been updated to illustrate the current frontage improvements. 2. Detail 2, Sheet a- 102 has been modified to illustrate work outside of the public ROW. 3. Detail 5, Sheet A- 102 has been modified to illustrate work outside of the public ROW. RESUB L-1.0 — Landscape Plan NOV 17 2011 I . The Landscape drawing has been updated to show the irrigation meter DCVA. BUILDING DEpAfj'TMENT 2. The Requested note has been added to Sheet L 1.0 01-ry OF IjDMONDS The irrigation system design will be restricted to private property and is noted on Sheet L 1.0. 16398 NE 85 1h St Suite 101 Redmond, WA 98052 Tel: (425) 285-9992 0 0 End of Non -Civil Engineering Comments Response Please call me @ 206-571-5612 if you have any questions regarding the above responses. Sincerely, W ie ieben, DDG Architects November 16, 2011 Donahou Design Group City of Edmonds John Westfall, Fire Marshal 121 5h Avenue North Edmonds, WA 98020 RE: Response to Plan Review Comments, dated 11-09-11 Plan Check # 2011-0815 Premier Orthopedic Shell Dear John, This response letter is accompanying copies of the revised building permit drawings submitted for the Premier Orthopedics Office Building to be located at 21401 72d Ave. W, Edmonds, WA. Based on the plan check comments noted above, corrections have been made to the drawings originally submitted. All changes to the documents since the original submittal to the City of Edmonds have been clouded including additional information not associated with City comment letters. The responses to your comments are indicated on the drawings as follows: G-001 General Notes: a. Note number I has been modified. b. Note number 18 has been modified. C. Note number 25 has been modified. d. Note number 28 regarding the authorization for obtaining a Knox Box has been added to the general notes. Sheet G-001 Deferred Submittals: The fire protection permit and the Fire Protection Footprint have been added to the list of Deferred Submittals. The reference to the grease hood has been removed.. Sheet A-201 Comments: 3. A note has been added to the west elevation of the building identifying the specific requirements of the addressing signage. A proposed location for the signage is identified on the elevation, to be confirmed at a later date by the fire Marshal. RESUB Sheet CS Comments NOV 17 2011 The compass headings for north have been added to the plans. BUILDING DEPARTMENT OITY OF EDMONDS The Exit travel distances have been identified with a directional arrow. The gate in the vicinity of the NE comer has been removed. It was intended to act as a removable vehicle barrier. 16398 NE 85 th St Suite 101 Redmond, WA 98052 Tel: (425) 285-9992 Sheet A-101 Comments The tentative generator information is attached to this letter. Sheet A-111 and A-112 Comments The portable fire extinguisher locations have been added to all plan sheets. Sheet A-111 and A117 Comments The Door Schedule found on Sheet Al 19 has been updated to reference a Hollow Metal door and eliminate the extraneous remarks callouts. Sheet A-1 11 Comments The requested note regarding the minimum temperature in the Fire Sprinkler Room has been added. Sheet A-111 Comments The storage space will be used for the temporary storage of medical records. The area of the storage was included in the S- I storage area noted on Sheet G-001. Sheet A-1 11 and Al 19 Comments The doors 105 and 106 are found on the Door Schedule on Sheet A-1 19. The doors located on the third floor are a part of the Tenant Improvement scope of work and were not repeated. Please reference the Tenant Improvement Door Schedule for information regarding those doors. Sheet A-112 Comments The room use has been identified as medical records storage. Sheet A-117 Comments The stair barrier is to be located at the Third floor landing to prevent accidental exiting to the roof level. Sheet A-119 Comments The door is a standard hollow metal door and frame. The erroneous callouts in the remarks column have been erased. Sheet A-119 Comments The overhead door is type E. Sheet A-201 Comments 2 Signage a* barrier has been added to inform the pu*f the 10'-0" height restriction on vehicles entering the building. A second sign and barrier will be installed at the bottom of the ramp to alert drivers that the second floor has a maximum clear height of T-O". End of Non -Structural Comments Response Please call me @ 206-571-5612 if you have any questions regarding the above responses. Sincerely,),. Jim Wieben, DDG Architects 4 I IVT 'ILI 616E EI I 'IE ba.�,.- LEM .1. 15 M M. 'SEE wu - mi%k 0. j pvwii c c 11-LI DII-1 10 r,"!"M rt-t J\s F1.11 .0, NJ IS22 E-(RGEICI MIJ v Ic. .1 FE. I[ "I' 'r., I - .1 IWIE "I IE.0 c I r" , ., Ile .,I 1E.- %0. ID! 11 1111 K e LIILE It. t WON cz3 a IE SEE .11 sic TIN c T-1 TZ 11:11 lt�' It T-NE W. 7 va Pa P-, \L —= = mi TABULATION NEI oll K.GHI IE- NEI :w D., .1.01 Isl(Ell 1.10.11.1 la.51 182, 11M, ull—cowt- 4VW .1$511 N KcEss m wo MD ------ �nt—uE 8 B B. HHH ..8 Ei H. nt 121112 1�051LIUI ��OUI�l ING (STEEL) WIMILIFFLE F 3 S N 7AFOP555 W/MUrE-rLtR PU 15JAC405845 It'. - ME TABULATION NEI oll K.GHI IE- NEI :w D., .1.01 Isl(Ell 1.10.11.1 la.51 182, 11M, ull—cowt- 4VW .1$511 N KcEss m wo MD ------ �nt—uE 8 B B. HHH ..8 Ei H. nt 121112 1�051LIUI ��OUI�l ING (STEEL) WIMILIFFLE F 3 S N 7AFOP555 W/MUrE-rLtR PU 15JAC405845 It'. - ME is November 16, 2011 City of Edmonds Leif Bjorback, Assistant Building Official 121 5h Avenue North Edmonds, WA 98020 RE: Response to Plan Review Comments, dated 10-28-11 Plan Check # 2011-0815 Dear Leif, Donahou Design Group This response letter is accompanying copies of the revised building permit drawings submitted for the Premier Orthopedics Office Building to be located at 21401 72d Ave. W, Edmonds, WA. Based on the plan check comments noted above, corrections have been made to the drawings originally submitted. All changes to the documents since the original submittal to the City of Edmonds have been clouded including additional information not associated with City comment letters. The non-structural responses to your comments are indicated on the drawings as follows: General Comments The completed Exterior Envelope Summary forms are attached to this letter. 2. The executed Special Inspections agreement for soils and structural inspections will be submitted when the Contract has been signed with testing organization. The Special Inspection form has been added to the list of deferred submittals found on Sheet G-001. 3. Reference details 16 and 17, Sheet A502 for UL rated penetration fire stopping. Sheet G-001 Comments -7 9 0L_ ILC Reference Sheet G-00 I and find added General Note No. 27. Sheet CS Comments v5� Reference Sheet CS. The line representing the area we have defined as an atrium was omitted, making the note confusing. The line has been added to the resubmitted documents and represents the limits of the atrium enclosure. Sheet A-1 11 Comments The plan detail callout has been corrected on drawings A-111, A-112 and A-1 13 to read Details I and 2, Sheet A-1 18. 1,<_ The section references were not used and have been deleted. RESUB NOV 17 2011 BUILDING DEPARTMENT OITY OF EDMONDS 16398 NE 85" St Suite 101 Redmond, WA 98052 Tel: (425) 285-9992 8. The parkin*ulation has been updated completely. Teandicap parking count is now /isted as 1-111 s 6 stalls on the First Floor. Reference the corrected Project Data, Sheet G-001 and Parking TabI6. Sheet A-116 Comments All detail references to Sheet A-504 have been revised to reference the correct detail and sheet number. t4K� All detail references to Sheet A-403 have been revised to reference the correct detail and sheet number. _4<__ The stair plans and sections found on Sheet A-1 16 have been revised. Among the revisions is to use a Z!a��ystem for Stair No. 1. The design and detailing of the stair guardrail and handrail system has been included as a deferred submittal on Sheet G- 001. The plans and section found on Al 16 have been modified to illustrate a 12 inch handrail extension where the handrail is not continuous. Continuous handrails have been modified to maintain a continuation of the handrail height between flights of stairs. vlff— Door No. A303B has been added to the Tenant Improvement documentation. The added door carries a carries a UL 60 minute rating and will use magnetic hold -opens which will release "Me opening to trie ele ator hoistway when deactivated by the fire alarm the door to protect system. I have indicated the door location on Sheet A-1 13 and A -I 16 with a note directing you to the Tenant Improvement Documentation. 114� The unspecified opening into the elevator hoistway has been deleted and a CMU enclosure has been added at Grids A and5 to hold lab samples until they are picked up by a courier. See the revised drawings A-1 11 and A-1 16. 14. We are seeking to use the exception to IBC 404.5 for smoke control. We interpreted the design of the atrium to be that of a three story space, but with connection to only two floors due to the construction of an aluminum and glass smoke partition meeting the requirements of 113C 711. VA The interior walls adjacent to the "limits of atrium" illustrated on Sheet CS represent the atrium enclosure, with all walls with at least a I hour assembly rating. The openings in the atrium enclosure are all protected per table 715.4. The ratings of the specified doors are found in the Tenant Improvement Permit application documents. We interpreted the IBC Commentary relative to 404.6 to justify not providing smoke doors at. the elevator doors in the atrium. We realized we did need to have protection for the opening on the north wall of elevator(V The tenant improvement plans had planned to provide a rated enclosure / room at that locati tn but they have decided to provide a rated door at that location instead. ;s� 1 � The building is fully sprinklered and served by a monitored fire alarm system. The interior finishes found in the atrium are Level A and B. The building is equipped with stand-by power and the exit travel distance is less than the 200 foot limit. Sheet A-117 Comments Z,,P� Reference Detail 9, Sheet A-1 17 for the corrected detail callout. Reference Detail 9, Sheet A -I 17, the incorrect reference to SBC has been revised to read IBC. 47. Reference Building Section C, Sheet A -I 17 and find the added signage regarding the use of the stair in case of a fire. Sheet A-118 Comments ,4, �8 Reference Stair Plans I and 2, Sheet A -I 18 and note the revised handrail configuration. Handrails not continuous from one run of stairs to another within the flight of stairs have been revised to comply with 10 12.6 and provide a 12 inch extension beyond the last riser. Sheet A-119 Comments _Vf9. See Sheet Al 19 for the revised and code compliant SHGC values for the window glazing. j,_20�.Sece Sheet A -I 19, Door Schedule for the revised verbiage stenciled to the face of the door reading, "This Door To Remain Unlocked While the Space is Occupied." Sheet A-130 Comments A - I Reference the wall types on Sheet A- 115 and A- 130 where the new wall typ N42 D as been I _, created and to Grid I on the plan where the wall type has been added. A L-7 Sheet A-401 Comments V'<2.--- The drawing has been updated so that the Wall Sections properly reference details found elsewhere in the documents. Sheet A-4022 Comments 1,1'3. The drawing has been updated so that the Wall sections properly reference details found ewhere in the documents. 4. Reference Wall Sections on Sheets A-401 and A-402 and find the added rigid insulation at the edge of slab on the third floor of the building. Due to a lack of slab insulation at the north wall of the building, the Exterior Energy Summary documentation is based on a component analysis. End of Non -Structural Comments Response Please call me @ 206-571-5612 if you have any questions regarding the above responses. Sincerely, i Wieben, DDG Architects . Wiel OV ED& City of Edmonds Al PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 �St. Is" 79 DATE: October,.-26, 2011 TO: Jim Wieben DDG Architects Jimw Rc ,,ddgarchitects.com FROM: Leif 13jorback, Assistant Building Official RE: Plan Check: 2011-0815 Project: Premier Orthopedic Shell Project Address: 21401 72'd Ave W During review of the plans for the above noted project, it was found that the following information, clarifications or changes are needed. Please provide written responses as to where the changes can be found on the plans, and submit revised plans/documents to Marie Harrison, Senior Pen -nit Coordinator. Please cloud or otherwise highlight changes made to the plans whether they are made in response to this review or those initiated by the owner/design team. Thank you. The following review comments are non-structural only. Please also respond to the attached structural review comments from Eagle Eye Consulting. General vl 1. Please complete and submit the Exterior Envelope Summary form for the project. This form may be found on www.neec.net/energy-codes. Please complete and submit the attached Special Inspection Agreement forms. There is one each for soils and structural. 3. Provide fire stopping specifications and details for through penetrations of fire rated assemblies greater than one hour, or list as a deferred submittal. Sheet G-001 4. Indicate on the plans that a separate permit will be required for demolishing the existing dumpster enclosure and storage building at the east property line. Sheet CS 5. It is not clear the extent of what is depicted by the notes "Limits of Atrium." Please clarify. Sheet A- I 11 6. The detail callouts for stairwells 2 and 3 are not correct. They should refer to sheet A-1 18, not A- 117. This also occurs on sheets A- 112 and A- 113. 7. Please fill in the references for the detail and section callouts in two locations where "View Number/Sheet Number" is called out. 0 8. The Accessible Parking table indicates 10 accessible stalls on the first level. Only 6 are shown on this level. Please clarify. Sheet A -I 16 9. Please correct the callouts with references to sheet A-504, which is not included in the plan set; or provide the missing page. 10. Please correct the callout with reference to sheet A-403, which is not included in the plan set; or provide the missing page. 11. On the stair plans and sections, show top and bottom handrail extensions per E3C 1012.6 at all stair runs, typical. 12. The north wall of the elevator hoistway looks to be considered the boundary of the atrium. The opening through this wall at the third floor must be protected by a fire rated door. E3C 404.6 and Table 715.4 13. What is the opening in the north wall of the of the elevator hoistway at level I? Show how this will be protected to maintain the rating of the atrium wall. 14. Within the atrium, there is connection between all three floor levels as there are no rated doors in front of the elevators. Is it the intent of the designer to limit the connection to only two stories in order to avoid requirements for smoke control as per EBC 404.5? Due to the complexity of the design and related code requirements, please provide a narrative explaining the rationale of the design of the atrium and associated elements as they relate to the building code. Sheet A-1 17 15. Please correct the callout on Detail 9 that references A-404, which is not included in the plan set; or provide the missing page. 16. The note on Detail 9 indicates the stair treads to comply with requirements of "SBC." Please change this to "EBC." 17. At the elevator call stations, install a pictorial sign that reads "IN FIRE EMERGENCY, DO NOT USE ELEVATOR. USE EXIT STAIRS." IIBC 3002.3 Sheet A-1 18 18. On the stair plans and sections, show top and bottom handrail extensions per EBC 1012.6 at all stair runs, typical. Sheet A-1 19 19. The window schedule shows the SHGC as 0.45, while the Envelope Summary form shows 0.40, which is the maximum allowed SHGC unless projection factors are provided and calculations perfonned. WSEC Table 13-1 20. Under Remarks, please change the verbiage of the door sign to read "...unlocked while space is occupied." 113C 1008.1.9.3 Sheet A-130 2 1. On north wall at roof, where a parapet is required, the parapet must be at least 3 0 inches above the roof level, and have at least a one hour fire rating. Wall type 'K' which is called out is not fire rated. IBC 705.11 Sheet A-401 22. Several detail callouts are incomplete. Sheet A-402 Page 2 of 3 0 0 23. Detail callouts are incomplete. 24. Show R-10 slab perimeter insulation at the heated spaces as per WSEC Table 13-1 and as indicated on the Envelope Summary. Page 3 of 3 Eagle Eye Consulting Engineers, P.S. PO Box 523 01alla, WA 98359 hoytjeter@centurytel.net 206 356-7790 Fax 206 316- 2287 To: CT Engineering 180 Nickerson St. Suite 302 Seattle, WA Re: Premier Orthopedics 2140172 d Ave West Edmonds, WA 98026 Plan Review #BLD 2011-0815 Plan review number 01 Task Number 11-05 EECE # EDM 11-05 The above referenced project is in the process of plan review for compliance with Edmonds ordinances and applicable codes. The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. SCOPE OF REVIEW The scope of this review is for the Structural requirements of this project. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. Page 2 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 STRUCTURAL COMMENTS General Please correct the table of contents to reflect the organization of the analysis submitted. The analysis submitted has the sheets different than the layout of the table of contents and it was not clear where items required to be designed were done. Please modify accordingly. 2. All that was in the analysis submitted for the PT slab was the output and not the input. Please resubmit the complete input and output for the PT slab analysis in order to complete the review. 3. The design submitted appears not to account for the live load of the lobbies of 100 psf but used a live load of 40 psf. Please clarify upon response. ASCE table 4-1 4. The geotechnical report did not have recommendations for the coefficient of friction and passive earth pressure as noted in the general note s. Please have the geotechnical engineer justify the use of a coefficient of friction of .4 and passive earth pressure of 225 PCIF used in the analysis. 5. The analysis for the vault lid appears not to address any live load for the design (Sheet M I). Please clarify upon the response. 6. The design analysis sheet M5 is for a concrete beam but it is not clear which concrete beam this is for. Please clarify upon the response. Please provide a key for the analysis to cross reference to the drawings. 7. Please add the Wobble coefficient (K) and Curvature coefficient (up) on the drawings. ACI 18.6.2.3 8. Please specify the stressing sequence on the drawings. ACI 18.13.5.3 9. Engineer of Record (EOR), please provide an analysis for the stud rail used for this project. ESR 2494 10. Please list that the stud rails shall be a special inspection item. ESR 2494 Sheet A- 111 11. Architect of Record (AOR), please provide sheet A-403 Sheet S 1.0 Structural Notes Page 3 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 12. Please list the Dycore planks used for the vault lid under deferred submittal. The 8" hollow core planks are noted to be designed by other. All that was submitted in the analysis was a sheet pulled out of Concrete Technology Corporation catalog but the Dycore panel design shall be submitted as shop drawings as required per 107.3.4.2 Sheet S 1.0 1 Structural Notes No comment for this sheet at this time. Sheet S1.02 Concrete Details No comments for this sheet at this time. Sheet S2.00 Pile Plan Foundations Plan 13. EOR, the PC2 along grid 8 has the column not centered on the pile cap. Please provide an analysis for the pile cap with moment induced by the eccentricity based off center of mass. 14. EOR, please clarify if there is a steel post bearing on the slab west of grid E on grid line 8. 15. 1 was unable to find in the analysis the pile cap design shown on this sheet. Please clarify upon the response. 16. EOR, please modify the foundation notes to show where the sheet SXX and detail X is located in order to complete the review. 17. EOR, please provide information for the 8" bridge slab noted west of grid A between grids 3 and 4: Sheet S2.01 Vault Plans and Sections 18. Sections 17: The design analysis submitted states dowels shall be #5 at. 24" O/C but the details state #4 at 24" O/C. Please clarify why the analysis states larger diameter bars dowels size than noted on the drawings. 19. Details 1: EOR, please provide an analysis for the wall pier. I was unable to find this in the submitted analysis. Based off the drawings, it appears this would be classified as a column based of horizontal length to thickness is less than 2.5. If this is the case, the ties are required to go full height for column requirement of ACI. IBC 1908.1.4 0 0 Page 4 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 20. Sections 16 and 17: EOR, please clarify where the vertical reinforcement for the vault wall is specified. The horizontal is called out and the dowels but I was unable to determine the typical vertical steel shown in order to check capacity. Please clarify upon the response. 2 1. EOR, the lobby area shall be designed for a live load of 100 psf but based off the submitted analysis the live load used was 40 psf. Sheet S2.02 LI Slab Reinforcement 22. Please add section cuts to show which sections shall be used where. Nothing is called out at this time. 23. The design output requires #6 top bars at the perimeter but the drawings do not reflect this. Please modify accordingly. For example, grid lines D and I state 15#6 top but this is not reflected on the drawings. 24. The design analysis output states 20 #6 bats top each way at column locations C3 between grid I and 2 and grid B. However, the drawing states 18 #6 bars. Please submit an analysis to justify the smaller amount of steel than required by analysis. 25. The design analysis plan states 20 #6 bars top required each way at grid 2 G but the drawings state 18. Please submit an analysis for the smaller amount of reinforcement bars specified than required by analysis. 26. The design analysis at the stair framing wall state 20 #6 but the drawings do not reflect this. Please clarify upon the response. 27. Grid 4G requires 24 #6 but the drawings state 20 #6. Please modify accordingly or justify smaller amount of steel provide than the output shows. 28. The design analysis output shows additional bottom reinforcement required but the drawings do not reflect this. All that is noted is #6 B at 18" O/C with the additional bottom noted as shown in output. Please clarify upon the response. Sheet S2.1 I L2 PT Slab Plan (This level could not be completely checked based off the analysis submitted) 29. EOR, all that was in the analysis was the output for this level. Please submit the input data in order to complete the review of level two. Page 5 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 30. EOR, the output was unreadable in order to check the CGS and the number of banded and distributive tendons shown on this sheet. Please submit this upon the response. 3 1. EOR, it appears, based off places where I am able to read analysis, that there are less banded tendons than required by the analysis submitted. For example, 20 strands are required along grid line B but the drawings state 17 to be used. There are other locations so please resubmit an analysis and modify drawings accordingly. 32. EOR, the slab thickness varies and it appears the minimum average pre -stress of 125 psi is not met based off the information submitted. Please clarify upon the response. ACI 18.12.4 33. EOR, the analysis submitted states 26 strands along grid C South of grid 7 but the drawings state 17. Please clarify upon the response. 34. A minimum of 2 tendons shall pass though each direction at the columns but the drawings do not reflect this. Please modify accordingly or show how ACI 18.12.7 is met. ACI 18.12.6 35. Please clarify the tendon profile at the opening in the slab for the distributive directions. The tendons are required to be distributive around the opening and it is not clear how this will be done based off the submitted documents 36. Along grid line B between grid 5 and grid 6 states 22 tendons but analysis output states 24 strands required. Please clarify upon response. 37. Please add section cuts to show which sections shall be used where. Nothing is called out at this time. Sheet S2.12 L2 Mild Reinforcement Plan 38. EOR, please specify the reinforcement at the comer shown on this sheet. 39. EOR, please add the mild steel requirements around the perimeter and opening in the middle. Mild steel is required at these locations. 40. Please add section cuts to show which sections shall be used where. Nothing is called out at this time. Sheet S2.13 Ramp Plans and Sections Page 6 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 4 1. Detail 10: EOR: please provide an analysis for the connection of the ramp connection to the PT slab. 42. The ramp reinforcement plan has detail 7/S2.13 but there is not a detail 7 on this sheet. Please clarify upon the response. 43. Section 3: EOR, please provide an analysis for the concrete dowel in to full height wall to support the design loads. Sheet S2.21 L3 PT Slab Plan 44. 1 was unable to read the analysis output for this level. Please resubmit this in order complete the PT tendon profile. Sheet S2.22 L3 Mild Reinforcement Plan 45. 1 was unable to read the analysis output for this level. Please resubmit this in order complete the PT tendon profile. Sheet S3.00 U Column Plan No comment for this sheet at this time. Sheet S4.00 Roof Framing Plan 46. EOR, please clarify where the uplift plan is located in the set as noted under roof framing notes item 4. 47. EOR, please complete the references noted X/S8.Ox noted between grid 5 and grid 6 and between grid E and D. 48. EOR, please complete the references noted X/S8.Ox noted between grid 6 and grid 7 and between grid B and A I. 49. EOR, please complete the references noted X/S8.Ox noted between grid 5 and grid 6 and between grid B and Al. 50. EOR, please complet e the references noted X/S8.Ox noted between grid 8 and grid 9. 5 1. EOR, please complete the chiller weight for chiller number I and 2 between grid D and E. There was not mechanical plan to check this. 52. EOR, please specify the angle frames supports at the mechanical units. Page 7 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 53. EOR, please complete the required RTU unit weights noted as XXX# on the roof plan. Sheet S4.01 High Roof Framing Plan 54. EOR, please clarify where the uplift plan is located as noted under roof framing notes 4. 55. EOR, please provide analysis for the high roof framing. I was unable to find this in the submitted packages in order to complete the review. 56. EOR, details 20/S801 shows a tube steel column but this tube steel column size is not noted on the drawings. This also is not specified on the foundations sheet. Please provide the size and analysis for the column supporting the CIOXI 5.3. 57. EOR, there appears to be no support for the 1-1/2 22 gage B deck. There is a noted C8 frame at MRI Re : 18/S8.01 but this does not show how this is supported. Please clarify upon the response in order to complete the review. 58. EOR, please complete the reference cuts noted as X/S8.X in order to complete the review. 59. EOR, please submit a lateral analysis for the high roof framing. This was not in the submitted analysis or I was unable to find where this was clearly noted. 60. EOR, please provide an analysis for the out of plane forces for the concrete wall shown on this sheet. This should include the connections to the wall. 6 1. EOR, there appears not to be any LH joists on this sheet but there is a diagram that states special loading for LH joist. Please clarify where the LH joist are located. Sheet S6.00 Concrete Details 62. Detail 16: This detail has a reference 17/S6.0 but there is not a detail 17 on this sheet. Please clarify upon the response. I assumed the section should state 19 since this states concrete header but please verify. Sheet S6.01 Concrete Details 63. 20 Concrete shear wall: Base off the horizontal length to thickness, the jamb appears to be classified as a column and not wall pier. For example, columns are required to have closed ties but the elevations do not specify closed ties. Please modify accordingly and submit an analysis to justify reinforcement or submit an F-� L Page 8 of 9 Plan Review Number 01 EECE4: EDM 11-05 Premier Orthopedics 2011-0815 analysis in compliance. with. wall piers. Note, if classified as wall piers, transfer reinforcement shall not exceed 6". IBC 1908.1.3 64. Wall sections 10: EOR, please complete the reference noted as X/S noted at the roof level. Sheet S6.02 Concrete Details 65. Section 9: EOR, please provide an analysis and specify the required connections of the Precast element to the edge beam. 66. Sections 9: EOR, please provide an analysis for the edge beam shown on this sheet. Sheet S7.00 PT Details No comment for this sheet at this time. Sheet S7.01 PT Details No comment for this sheet at this time. Sheet S7.02 PT Details 67. EOR, please provide an analysis for each of stud rails details on this sheet. Sheet S8.0 Steel Details 68. Detail 12: EOR, please clarify where this detail is to be used on the plan in order to check the connections. I could not find where this was specified. 69. Section 3: EOR, please provide an analysis for the connection of the concrete wall panel to the structure. 70. EOR, please list the concrete panels as a deferred submittal. This was not in the analysis nor were any of these panels detailed on the drawings. Also, these were not list under shop drawings on sheet S 1. 00. Sheet S8.01 Steel Details 7 1. Section 8: EOR, please provide an analysis for the 400S 162-3 3 mil flat at 48" O/C to support the design loads. Page 9 of 9 Plan Review Number 01 EECE#: EDM 11-05 Premier Orthopedics 2011-0815 72. Sections 8: EOR, please provide a torsion analysis for the W 12 beams due to the loads induced at the bottom flange. Additional corrections may be required following receipt of corrections and additional information as requested. Your plans are being reviewed concurrently with the Building Department, Fire Department, Zoning Department and Public Works Engineering. Changes, clarifications or additional corrections may be required subsequent to the Building Department plan review when comments are received from the other concerned departments. Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (206) 356-7790 between 8:00 a.m. and 5:00 p.m. UM Hoyt Jeter, P.E. President 0 Page I of I Bjorlback, Leif From: 13jorback, Leif Sent: Friday, October 28, 2011 4:07 PM To: 'Jimw@ddgarchitects.com' Subject: Premier Orthopedic Clinic Hi Jim, please find the attached building division comments for your project. Feel free to contact me if you have any questions. Regards, Leif -Bjoi-b-cw� Assistant Building Official City of Edmonds (425) 771-0220 10/28/2011 November 16, 2011 Donahou Design Group City of Edmonds Jen Machuga, Associate Plannerr 121 5h Avenue North Edmonds, WA 98020 RE: Response to Planning Review Comments, dated 11-10-11 Plan Check # BLD 2011 - 0815 Dear Jen, This response letter is accompanying copies of the revised permit submittal drawings submitted for the Premier Orthopedics Office Building to be located at 21401 72"d Ave. W, Edmonds, WA. Based on the documents noted above, corrections have been made to the drawings previously submitted. Changes to the documents since the previous submittal to the City of Edmonds have been clouded, including additions not associated with comments letters. The responses to your comments are indicated on the drawings as follows: 1. Height Calculations a. The height rectangle has been graphically modified to be more easily identified on the site plan drawing. b. The height calculation has been modified to reflect an average of the grade elevations at the two points where the height triangle crosses the south and east property lines. See the revised height calculation on Sheet A- 10 1 and Sheet G-00 1. C. Reference the revised height calculations on Sheet A 10 1 and G-00 1. d. Reference Sheet A201 for the height of the tallest mechanical equipment based on the current mechanical engineering. See also the revised height calculations on Sheets G-001 and A-101. 2. Setbacks Reference Sheet A 10 1 for an added plan detail indicating the building setbacks from 72 d Avenue W. Compliance with City of Edmonds Design Standards Section 21.90.020 is referenced with regards to the encroachment of the building eave into the 4 foot setback. Since the Code allows an encroachment of up to 30 inches and our encroachment is less than 10 inches, no changes to the building design have been made. 3. Mechanical Equipment The Owner understands that the when issued, the Permit will carry a condition regarding potential remedies to correct the objectionable visibility of the roof top mechanig,4 equipment, if such a condition exists upon completion of the project. RESUB NOV 17 2011 BUILDING DEPARTMENT OITY OF EDMONDS 16398 NE 85" St Suite 101 Redmond, WA 98052 Tel: (425) 285-9992 4. Design Review A concurrent resubmittal of the Design Review documentation for File No. PLN20110063 is occurring with the resubmittal of this response to the Planning Department comments. An additional resubmittal will be made, should additional corrections be required as a result of the concurrent review. 5. Landscaping Estimate A landscape and irrigation cost estimate has been provided by Pennon Construction to be used in establishing the Landscaping Maintenance Bond amount. End of Planning Comments Response Please call me @ 206-571-5612 if you have any questions regarding the above responses. Sincerely, Jim Wieben, DDG Architects P E N N 0 N CONSTRUCTION COMPANY. INC. November 17, 2011 Jim Weiben Donahou Design Group Architects, LLC 16398 NE 85h Street Redmond, WA 98052 Re: Landscaping & Irrigation Budget Value Premier Orthopedics — 21401 72 nd Avenue West; Edmonds, WA Dear Jim; In accordance with the request to provide the value of the Landscaping and Irrigation scopes of work for the Premier Orthopedics project, please review the below table. Landscape Budget $10,789.. 00 Irrigation Budget $6,165.00 Please review these estimated budgets for your use. Thank you, PENNON CONSTRUCTION CO., INC. 41A—�� Mac Sele NOV 17 2011 BUILDING DEPARTMENT GENERAL CONTRACTORS OITY OF SOMONDS 5303 1" AVENUE SOUTH, SUITE 100 S 1: ATT 1. E. WA 9 8 10 8 2o6--i 18-0235 FAX 2o6-4 18-0237 0 f E D) A, 0 CITY OF EDMONDS 0+ PLAN REVIEW COMMENTS ENGINEERING DIVISION (425) 771-0220 City Website: www.edmondswa.go DATE: November 16, 2011 TO: Jim Wieben jimw@ddgarchitects.com FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld20110815 Project: Premier Orthopedic Group - Shell & Core, Civil Improvements nd Project Address: 2140172 Ave W During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit three (3) sets of revised plans/documents with a written response to each of the items below to Marie Harrison. City of Edmonds handouts, standard details and development code can be referenced on the City website. GENERAL 04 --(g Please provide an itemized engineers cost estimat * e, including units and unit prices, for b oth on - site and off -site (right-of-way) improvements, including traffic control. The City prefers use of the King County Site Improvement Bond Quantity Worksheet. o A bond is required to be placed for all right-of-way improvements. The amount of the bond will be based on 120% of the City approved estimate for all right-of-way improvements. The City will inform you of the appropriate bon ' d amount after review of the cost estimate. Bond forms can be obtained from Marie Harrison, Permit Coordinator - 425-771-0220 or Harrison(o),ci.edmonds.wa.us o Inspection fees for this project will be calculated at 2.2% of the 120% City approved estimate for all improvements. OV—Provide a Construction Sequence within the plan set similar to the example provided on our website: http://www.edmoiidswa.gov/services/Teniiits-developmeiit/handouts- foi-ms/enginecring-standards.btniI Where standard details are referenced throughout the plans, please also reference the civil plan sheet number in which it is located. In past discussions with Community Transit, the City Traffic Engineer had beeninformed that the bus stop in front of the subject development will be removed. The timing of this is unclear and we ask that you please coordinate directly with CT. It may not be necessary to add a concrete b s pad at this locati9n, etc #fFQW tc (MS �� W20110815-Premier-Ortho-E Ldoc Page] of6 64/Compaction test reports will be required for'all utility trenches within the City right-of-way. Subgrade shall be compacted to 95% and copies of test reports provided to the City prior to paving. Please add notes to the plans reflecting such. STORM DRAINAGE REPORT The following comments are provid6e-d �by'jerry Shuster, Stormwater Engineer Program Manager, in 11, review of the Final Engineerin Report (Drainage Calculations) dated September 2011 and , g, 041 prepared by Robert Long ofLSA. Specific questions regarding these comments should be directed to Jerry by email at sbuster(cDci.edmonds.Wa.us or by phone at 425.771.0220. 1 . Page E-3 — Th6 outlet structure is modeled as a notched rectangular weir with a notch height of zero. Chna g t flat weir (no notch). 2. Page 6 the Geotechnical Report, Appendix H, recommends the vault be designed to withstand buoy t forces associated with groundwater levels that rise to within 2 feet of the surface. Such u ca. u ations are not included. Please provide. 3. /eginning on page A- 1, change page footer from O'Reilly Auto Parts to Premier Orthopedic 1 G roup I roup and please correct the address as well. A-101 — SITE PLAN &4V,,Site plan should be revised to show conditions of site post construction. Frontage improvements will include a 4-foot wide landscape buffer between the street and the 5-foot wide sidewalk. 01— Please remove notes pertaining to construction of frontage improvements (painting curb, dimensions of parking and service entry and curb removal). Please add a note that references the civil construction plans for engineering requirements. A-111 — FIRST FLOOR PLAN I . The property frontage along 72 d Ave W is shown on this plan, but is not accurate with the proliosed design. Please revise as required to accurately show sidewalk and landscape strip. 2. Detail 2 on Sheet A-102 is referenced along sections of the city sidewalk. Please revise this plan sheet so that requirements for construction of right-of-way improvements are not shown and the civil construction plans are referenced instead. 3. Detail 5 is referenced as a typical detail for construction of curb. Vertical curb can be installed on private plan, but plans shall clearly indicate this. L-1.0 — LANDSCAPE PLAN Please show location of irrigation ' meter and required DCVA. Add a note to the plans stating: A separate irrigation permit must be obtained from the 6ty Public Works Department. Prior to final acceptance provide the City Cross -Connection Control Specialist with a copy of the backflow test report. Test reports can be faxed to 425.744.6057 or e-mailed to mcmujpby(a_)ci.edmonds.wa.us Backflow testing will be required on an annual basis thereafter. Please note that the irrigation system shall be located entirely on private property. bid2011O8l5-Premier—Ortho-El.doc Page 2 of 6 0 0 SHEET C1 — SITE DEVELOPMENT, DRAINAGE AND UTILITY PLAN Please move the drainage and utility information to a separate sheet. It is really difficult to see some of the improvements -along the frontage with thi's much information on one plan sheet. For clarity, existing features that are "to be removed" could be shown on the grading and erosion control plan. Add Utility Purveyor information to the site development plan. Ot_4n the NOTES section, please add: a. A separate right-of-way construction permit is required for all work within the City right-of-way. A ROW permit application with contractors signature shall be provided to th the City, Please note, an application was given to Jeff Still of Pennon on November 14 Please revise the Sheet Index to include the Traffic Control Plan. 0--l'At each catch basin, callout all inlets/outlets and specify diameter of pipe. JV.,The storm main extension proposed in 72 nd Ave W at the south end of the project shall be 12". Please revise plans accordingly. 0%"At the south end of the project, please revise plans to note removal of the existing catch basin AND the storm run that tees into the storm main running east/west. The note should indicate removal of the storm line is required unless otherwise directed by the City inspector. With this note, field changes could be made to address feasibility -issues once the actual location of the storm line is known. OJ2. Revise CB#3 to state the CB is to be installed in the flow line at the east/west crossing (not at the pipe tee location). 60"t the north end of the project at the existing CB in 72 nd Ave, plans indicate "remove CB and plug pipe". Please include additional notes that state the pipe can be plugged and abandoned in place IF the existing storm crossing is TV'd prior to abandoning the basin and after the electric, gas and cable borings are complete. If the construction sequence cannot happen in this order Al. then the pipe shall be removed and plugged at the main. Please clarify what the CB#5 area drain is in the trash access drive. Is it a concrete basin? Is it driveway rated? Additional info/detail would be great. Olt does not appear as though footing drains and their connection to the storm system is shown on the plans. Please note that footing drains shall bypass the detention system. Please revise plans accordingly. L/tv it appears as though the roof drain tightline near the SW comer of the building could be configured such that the runs of pipe fro ' in the north and south could connect directly into CB #1. This change could allow for better maintenance of the system and cleaner construction. OW-rhe 6" sewer lateral connection to the City main shall be with a wye instead of a tee. This is due in part to the proximity of this connection to the dead end of the main. � 6" cleanout with 12" locking Cl lamphole cover shall be located at the property line. Locating the cleanout on the private property side, in the landscaping, would be acceptable. The cleanout on the exterior of the building could be eliminated if the owner would like to rely on an interior building cleanout instead. �'ease note the invert elevation of the sewer pipe at the building and at the main. Plans indicate a separate water meter and tap off the domestic feed for the irrigation system. If pr f r c is to v the e e en e ha e the irrigation system billed separately from the domestic water then a separate tap off the main will be required. Please note, sewer charges are based off of domestic water consumption, so having a separate irrigation meter could reduce the sewer charges for the site. The City doesn't offer a deduct method for this. 0 . foidd io W ~0 W20110815-Premier—Ortho-E Ldoc Page 3 of6 kFor water services 2" and less, the City will perform the tap on the main. The contractor will be responsible for trenching, backfill and restoration so coordination of this work is critical. 'Please add notes to the plans to reflect this. Public Works Water Division phone number is 425.771.0235. ___�.22. On the domestic water service, immediately after the meter on private property, an RPBA in i&� hotbox shall be installed. Please reference and incorporate into the plan set standard detail A 1\ E7.1 1. 64,Please also reference and incorporate standard detail E7.6.1 for the 2" water meter & box. */The water meters shall be located within the City right-of-way. The water meters could be V located within the 4-foot wide landscape strip between the sidewalk and the street with the backflow assemblies on private property. Please revise plans accordingly. (gThe City will not permit a wet tap for the 6" fire line connection to the City main. Two in -line valves shall be installed on the City water main to either side of the 6" fire line connection. Please reference and incorporate city standard detail E7.18.1. Please also add parts call outs to the plans for size of valves, fittings, etc. The City has specific policy and procedures to be followed for water outages. Please add notes that require coordination with the City six weeks in advance of shut down. The contractor will be required to notify businesses of shut down 4 weeks in advance. Policy and sample water shut off notice can be found on the City website at: http://www.edmondswa.gov/services/�erinits- development[handouts-forms/enizineering-standards.btrnI Standard detail E7.19 is referenced on the plans and should be followed for the installation of the PIV and FDC, however, the connection at the water main should be per standard detail E7.18. I. Please incorporate detail E7.19 into the plan set and include additional notes as required. Please add frontage improvement notes to the plans to provide direction on removal of existing sidewalk, curb & gutter and replacement with new to City standard details - E2.8 and E2.13. The standard details are referenced sheet C3, so maybe revising the note "see typical road section on sheet CY to include something about frontage improvements would address this. 00-Please confirm that construction of the main driveway approach to City standards, versus WSDOT standards, is the preference of the owner. It would be the preference of the City to have the approach constructed to WSDOT standards and the sidewalk held at a constant grade throughout the property frontage. 0A_ t the curb & gutter connection on the north end of the project, please also note that coordination with City inspector ahead of setting forms is necessary as design field adjustments may be required. 33. The new curb ramp on the south end of the project should stay in alignment with sidewalk to the �J ,,Iy north. Please reference and incorporate WSDOT standard detail F-40.16-01 for single direction V curb ramps. This detail also shows the landscape buffer. NXurb & gutter shall be removed and replaced in area of stonn main extension on the south end of the project. If this can be done without damaging the existing sidewalk then sidewalk replacement will not be required. If the sidewalk is damaged or if conditions are such that pouring a new curb against the sidewalk isn't feasible, then sections of sidewalk may need to be replaced. lUdditional pavement patch will be required due to storm work, curb and gutter replacement and installation of the curb ramp. Please add notes to the plans reflecting this. $#-Removal of the curb ramp on the south side of the driveway (McDonalds entrance) and replacement to meet ADA standards -makes sense at this time. The curb and gutter will need to W20110815-Premier—Ortho-E Ldoc Page 4 of 6 I be removed and replaced due to the storm installation and the entrance to this driveway will need to be repaved and possibly graded some due to the installation of the curb ramp on the north side of the drive. If the ramp is damaged during construction then replacement to ADA standards will be required anyways. Please consider incorporating this change into the plan set. 64,On the east side of the building there is a note that indicates removal of existing curbing and pavement. Please reference Site Plan A- 10 1 and Landscape Plan L- 1.0 for restoration requirements. SHEET C2 — GRADING AND EROSION CONTROL (SWPPP) PLAN Ob Please move TESC general.notes from sheet C4 to this sheet. The SWPPP Legend provides reference to BMP #'s that I don't recognize. Please reference City standard details. &-"lease indicate on this'plan sheet where materials and equipment will be staged during construction. SHEET C3 — ROAD SECTION AND PROFILE Please revise the 72 nd Avenue Profile to show 12" PVC storm pipe being installed in the right- of-way. It appears as though achieving 2-feet of cover over the pipe will not be an issue, however if it is determined that pipe cover will be less than 2-feet then ductile iron pipe will be required. Please revise note for CB#3 to state the new CB will be installed in the flow line to intersect the existing east/west crossing versus. at pipe tee location. Revise Frontage Improvement Section A -A to show asphalt depth as match existing with a minimum depth of 2". In areas of trench work or where the subgrade is to be rebuilt, detail E2.3 as shown on sheet C5, shall be followed. lilwfAlc I" I K� SHEET C4 — NOTES AND DETAMS CA is KM -9X Please revise General Note #26 to also state that the City has specific policy and iO rels #o be followed for water outages. Coordination with the City is required six weeks in advance of shut down. The contractor will be required to notify businesses of shut down 4 weeks in ty website at: advance. Policy and sample water shut off notice can be found on the Ci hltp://w�vw.edmondswa.gov/services/Termits-development/handouts-forms/engineeriniz� Ajew standards.html Note in the Detention Vault Section Detail that access manholes shall have solid lids. 4#t Restrictortatch Basin #1 Detail indicates installation of a removable plug. A removable plug should not be provided unless a shear gate with lift handle will be installed. If there is another reason for the removable plug, please provide a response indicating such. SHEET C5 — NOTES AND DETAILS Oy. Detail E2.27.2 — Multi-family/Commercial Entrance - If the decision is made to not construct this style of entrance, please remove it from the plan set. If this style of entrance is constructed, please note that truncated domes will not be required. W20110815-Premier—Ortho-E Ldoc Page 5 of 6 6PDetail E'2.15 — Curb Ramp Type 2 — Please replace this curb ramp with WSDOT standard detail F-40.16-01. Please note, truncated domes will be required at this location. ,-SHEET 1 of 1 — TRAFFIC CONTROL PLAN I . Please provide separate traffic control plans for the various phases of construction to address utility tie-in's, frontage improvements, concrete pours on site, materials delivery, etc. 2. Where lane shifts are proposed, please show the full spectrum of 72 nd Ave W to ensure I 0-foot minimum lane widths will be maintained. 3. Placement of cones, spacing, taper, etc. shall be included. 4. Sidewalk closure signage shall be provided as appropriate. 5. Coordination with Community Transit will be required for temp or permanent bus stop relocation. 6. Parking and sidewalk closures in excess of 72-hours shall be app roved by the City and disruption fees will apply. Please clearly state your intent and provide a request in writing for such closure. �q Please contact me at 425-771-0220 or by e-mail at mcconnell(a-),ci.edmonds.wa.us if you have specific questions regarding these plan corrections. M20110815-Premier—Ortho-E Ldoc Page 6 of 6 Message Page I of 2 McConnell, Jeanie From: McConnell, Jeanie Sent: Wednesday, November 16, 20112:28 PM To: 'jimw@ddgarchitects.com' Cc: 'Scott Shanks'; Harrison, Marie Subject: Premier Ortho, bld20110815 - Engineering Comments Jim, Please find attached plan review comments from the Engineering Division in review of the Shell & Core and Civil plans for Premier Orthopedic. Please let me know if you have any questions. Regards, Jeanie JEANIE McCONNELL I Engineering Program Manager I mcconnellfti.edmonds.wa.us Public Works Department I Engineering Division 1 121 5th Ave N I Edmonds, WA 98020 City of Edmonds I www.edmondswa.gov I Tel: 42S.771.0220 I Fax: 425.771.0221 ----- Original Message ----- From: Harrison, Marie Sent: Wednesday, November 16, 20112:00 PM To: McConnell, Jeanie Subject: FW: Premier Orotho, blc120110815 Hi Jeanie: Would you please see to it that Jim Wieben gets an emailed copy of your comments? Thanks much. Marie From: Jim [mailto:jimw@ddgarchitects.com] Sent: Wednesday, November 16, 2011 1:27 PM To: Harrison, Marie Cc: Scott Shanks; joed@ddgarchitects.com Subject: RE: Premier Orotho, bld20110815 Hi Marie, I will be bringing in the response letter for the architectural, and structural. I believe the Tenant Improvement information will be coming in also, again with its own response letter. I anticipate 11/16/2011 Message Page 2 of 2 0 that we will be there to make the resubmittal at 2:30pm tomorrow afternoon. We will also be resubmitting the ARB review documents with a separate response letter for that application process. Is there a way to make sure that we are sent (email) the engineering comments as soon as they are ready? I would like to know that there are no cross -over comments that I need to include in my architectural resubmittal. Thanks for the help and let me know if you are already committed at 2:30 tomorrow. Jim Wieben From: Harrison, Marie [mailto:Harrison@ci.edmonds.wa.usI Sent: Wednesday, November 16, 2011 12:16 PM To: JIMW@DDGARCHrTECTS.COM Subject: Premier Orotho, bld20110815 Hello Jim: Linda Thomquist told me you are anxious to resubmit for Premier Ortho. I spoke with Jeanie McConnell in our engineering department and she should have comments completed today. I am okay with you resubmitting the architectural and structural in advance. I would like to try and get them shipped to the consultant prior to the holidays. Please be sure to submit a response letter along with the affected sheets. Please let me know if you have any questions. Sincerely, Marie Harrison, CPT I Senior Permit Coordinator City of Edmonds 121 5th Avenue N Edmonds WA 98020 9 425.771.0220 ext. 1389 APlease consider the environment before printing this e-mail 11/16/2011 OV E D'v CITY OF EDMONDS PLAN REVIEW COMMENTS ENGINEERING DIVISION St. ISP (425) 771-0220 City Website: www.edmondswa.go DATE: November 16, 2011 TO: Jim Wieben jimw@ddgarchitects.com FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld20110815 Project: Premier Orthopedic Group — Shell & Core, Civil Improvements Project Address: 2140172 "d Ave W During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit three (3) sets of revised plans/documents with a written response to each of the items below to Marie Harrison. City of Edmonds handouts, standard details and development code can be referenced on the City website. GENERAL Please provide an itemized engineers cost estimate, including units and unit prices, for both on - site and off -site (right-of-way) improvements, including traffic control. The City prefers use of the King County Site Improvement Bond Quantity Worksheet. o A bond is required to be placed for all right-of-way improvements. The amount of the bond will be based on 120% of the City approved estimate for all right-of-way improvements. The City will inform you of the appropriate bond amount after review of the cost estimate. Bond forms can be obtained from Marie Harrison, Permit Coordinator — 425-771-0220 or Harrison@ci.edmonds.wa.us o Inspection fees for this project will be calculated at 2.2% of the 120% City approved estimate for all improvements. 2. Provide a Construction Sequence within the plan set similar to the example provided on our website: http://www.edmondswa.gov/services/permits-development/handouts- forms/engineering-standards.htmI 3. Where standard details are referenced throughout the plans, please also reference the civil plan sheet number in which it is located. 4. In past discussions with Community Transit, the City Traffic Engineer had been informed that the bus stop in front of the subject development will be removed. The timing of this is unclear and we ask that you please coordinate directly with CT. It may not be necessary to add a concrete bus pad at this location, etc. bid2011O8l5-Premier—Ortho-El.doc Page I of 6 5. Compaction test reports will be required for all utility trenches within the City right-of-way. Subgrade shall be compacted to 95% and copies of test reports provided to the City prior to paving. Please add notes to the plans reflecting such. STORM DRAINAGE REPORT The following comments are provided by Jerry Shuster, Stormwater Engineer Program Manager, in review of the Final Engineering Report (Drainage Calculations) dated September 2011 and prepared by Robert Long of LSA. Specific questions regarding these comments should be directed to Jerry by email at shuster@ci.edmonds.wa.us or by phone at 425.771.0220. I . Page E-3 — The outlet structure is modeled as a notched rectangular weir with a notch height of zero. Change to a flat weir (no notch). 2. Page 6 of the Geotechnical Report, Appendix H, recommends the vault be designed to withstand buoyant forces associated with groundwater levels that rise to within 2 feet of the surface. Such calculations are not included. Please provide. 3. Beginning on page A- 1, change page footer from O'Reilly Auto Parts to Premier Orthopedic Group and please correct the address as well. A-101 — SITE PLAN 1 . Site plan should be revised to show conditions of site post construction. Frontage improvements will include a 4-foot wide landscape buffer between the street and the 5-foot wide sidewalk. 2. Please remove notes pertaining to construction of frontage improvements (painting curb, dimensions of parking and service entry and curb removal). 3. Please add a note that references the civil construction plans for engineering requirements. A-111 — FIRST FLOOR PLAN I . The property frontage along 72 "d Ave W is shown on this plan, but is not accurate with the proposed design. Please revise as required to accurately show sidewalk and landscape strip. 2. Detail 2 on Sheet A-102 is referenced along sections of the city sidewalk. Please revise this plan sheet so that requirements for construction of right-of-way improvements are not shown and the civil construction plans are referenced instead. 3. Detail 5 is referenced as a typical detail for construction of curb. Vertical curb can be installed on private plan, but plans shall clearly indicate this. L-1.0 — LANDSCAPE PLAN I . Please show location of irrigation meter and required DCVA. 2. Add a note to the plans stating: A separate irrigation permit must be obtained from the City Public Works Department. Prior to final acceptance provide the City Cross -Connection Control Specialist with a copy of the backflow test report. Test reports can be faxed to 425.744.6057 or e-mailed to mcmulphykci.edmonds.wa.us Backflow testing will be required on an annual basis thereafter. 3. Please note that the irrigation system shall be located entirely on private property. W20110815-Premier—Ortho-E Ldoc Page 2 of 6 SHEET C1 — SITE DEVELOPMENT, DRAINAGE AND UTILITY PLAN 4. Please move the drainage and utility information to a separate sheet. It is really difficult to see some of the improvements along the frontage with this much information on one plan sheet. 5. For clarity, existing features that are "to be removed" could be shown on the grading and erosion control plan. 6. Add Utility Purveyor information to the site development plan. 7. In the NOTES section, please add: a. A separate right-of-way construction permit is required for all work within the City right- of-way. A ROW permit application with contractors signature shall be provided to the th City. Please note, an application was given to Jeff Still of Pennon on November 14 8. Please revise the Sheet Index to include the Traffic Control Plan. 9. At each catch basin, callout all inlets/outlets and specify diameter of pipe. 10. The storm main extension proposed in 72 d Ave W at the south end of the project shall be 12". Please revise plans accordingly. 11. At the south end of the project, please revise plans to note removal of the existing catch basin AND the storm run that tees into the storm main running east/west. The note should indicate removal of the storm line is required unless otherwise directed by the City inspector. With this note, field changes could be made to address feasibility issues once the actual location of the storm line is known. 12. Revise CB#3 to state the CB is to be installed in the flow line at the east/west crossing (not at the pipe tee location). 13. At the north end of the project at the existing CB in 72 nd Ave, plans indicate "remove CB and plug pipe". Please include additional notes that state the pipe can be plugged and abandoned in place IF the existing storm crossing is TV'd prior to abandoning the basin and after the electric, gas and cable borings are complete. If the construction sequence cannot happen in this order then the pipe shall be removed and plugged at the main. 14. Please clarify what the CB#5 area drain is in the trash access drive. Is it a concrete basin? Is it driveway rated? Additional info/detail would be great. 15. It does not appear as though footing drains and their connection to the storm system is shown on the plans. Please note that footing drains shall bypass the detention system. Please revise plans accordingly. 16. It appears as though the roof drain tightline near the SW comer of the building could be configured such that the runs of pipe from the north and south could connect directly into CB #1. This change could allow for better maintenance of the system and cleaner construction. 17. The 6" sewer lateral connection to the City main shall be with a Wye instead of a tee. This is due in part to the proximity of this connection to the dead end of the main. 18. A 6" cleanout with 12" locking CI lamphole cover shall be located at the property line. Locating the cleanout on the private property side, in the landscaping, would be acceptable. The cleanout on the exterior of the building could be eliminated if the owner would like to rely on an interior building cleanout instead. 19. Please note the invert elevation of the sewer pipe at the building and at the main. 20. Plans indicate a separate water meter and tap off the domestic feed for the irrigation system. If the preference is to have the irrigation system billed separately from the domestic water then a separate tap off the main will be required. Please note, sewer charges are based off of domestic water consumption, so having a separate irrigation meter could reduce the sewer charges for the site. The City doesn't offer a deduct method for this. M20110815-Premier—Ortho-E Ldoc Page 3 of 6 I 0 0 21. For water services 2" and less, the City will perform the tap on the main. The contractor will be responsible for trenching, backfill and restoration so coordination of this work is critical. Please add notes to the plans to reflect this. Public Works Water Division phone number is 425.771.0235. 22. On the domestic water service, immediately after the meter on private property, an RPBA in hotbox shall be installed. Please reference and incorporate into the plan set standard detail E7.1 1. 23. Please also reference and incorporate standard detail E7.6.1 for the 2" water meter & box. 24. The water meters shall be located within the City right-of-way. The water meters could be located within the 4-foot wide landscape strip between the sidewalk and the street with the backflow assemblies on private property. Please revise plans accordingly. 25. The City will not permit a wet tap for the 6" fire line connection to the City main. Two in -line valves shall be installed on the City water main to either side of the 6" fire line connection. Please reference and incorporate city standard detail E7.18. 1. Please also add parts call outs to the plans for size of valves, fittings, etc. 26. The City has specific policy and procedures to be followed for water outages. Please add notes that require coordination with the City six weeks in advance of shut down. The contractor will be required to notify businesses of shut down 4 weeks in advance. Policy and sample water shut off notice can be found on the City website at: http://www.edmondswa.gov/services/i)ennits- development/handouts-forms/engineering-standards.htmI 27. Standard detail E7.19 is referenced on the plans and should be followed for the installation of the PIV and FDC, however, the connection at the water main should be per standard detail E7.18.1. Please incorporate detail E7.19 into the plan set and include additional notes as required. 28. Please add frontage improvement notes to the plans to provide direction on removal of existing sidewalk, curb & gutter and replacement with new to City standard details — E2.8 and E2.13. The standard details are referenced sheet C3, so maybe revising the note "see typical road section on sheet CY' to include something about frontage improvements would address this. 29. Please confirm that construction of the main driveway approach to City standards, versus WSDOT standards, is the preference of the owner. It would be the preference of the City to have the approach constructed to WSDOT standards and the sidewalk held at a constant grade throughout the property frontage. 30. At the curb & gutter connection on the north end of the project, please also note that coordination with City inspector ahead of setting forms is necessary as design field adjustments may be required. 3 1. The new curb ramp on the south end of the project should stay in alignment with sidewalk to the north. Please reference and incorporate WSDOT standard detail F-40.16-01 for single direction curb ramps. This detail also shows the landscape buffer. 32. Curb & gutter shall be removed and replaced in area of storm main extension on the south end of the project. If this can be done without damaging the existing sidewalk then sidewalk replacement will not be required. If the sidewalk is damaged or if conditions are such that pouring a new curb against the sidewalk isn't feasible, then sections of sidewalk may need to be replaced. 33. Additional pavement patch will be required due to storm work, curb and gutter replacement and installation of the curb ramp. Please add notes to the plans reflecting this. 34. Removal of the curb ramp on the south side of the driveway (McDonalds entrance) and replacement to meet ADA standards makes sense at this time. The curb and gutter will need to bld2011O8l5-Premier—Ortho-El.doc Page 4 of 6 be removed and replaced due to the storm installation and the entrance to this driveway will need to be repaved and possibly graded some due to the installation of the curb ramp on the north side of the drive. If the ramp is damaged during construction then replacement to ADA standards will be required anyways. Please consider incorporating this change into the plan set. 35. On the east side of the building there is a note that indicates removal of existing curbing and pavement. Please reference Site Plan A- 10 1 and Landscape Plan L- 1.0 for restoration requirements. SHEET C2 — GRADING AND EROSION CONTROL (SWPPP) PLAN 1. Please move TESC general notes from sheet C4 to this sheet. 2. The SWPPP Legend provides reference to BMP Ws that I don't recognize. Please reference City standard details. 3. Please indicate on this plan sheet where materials and equipment will be staged during construction. SHEET C3 — ROAD SECTION AND PROFILE I . Please revise the 72 d Avenue Profile to show 12" PVC storm pipe being installed in the right- of-way. It appears as though achieving 2-feet of cover over the pipe will not be an issue, however if it is determined that pipe cover will be less than 2-feet then ductile iron pipe will be required. 2. Please revise note for CB#3 to state the new CB will be installed in the flow line to intersect the existing east/west crossing versus at pipe tee location. 3. Revise Frontage Improvement Section A -A to show asphalt depth as match existing with a minimum depth of 2". In areas of trench work or where the subgrade is to be rebuilt, detail E2.3 as shown on sheet C5, shall be followed. SHEET C4 — NOTES AND DETAILS 1 . Please revise General Note #26 to also state that the City has specific policy and procedures to be followed for water outages. Coordination with the City is required six weeks in advance of shut down. The contractor will be required to notify businesses of shut down 4 weeks in advance. Policy and sample water shut off notice can be found on the City website at: http://www.edmondswa.gov/ser-vices/�)ermits-development/handouts-forms/engineering- standards.html 2. Note in the Detention Vault Section Detail that access manholes shall have solid lids. 3. Restrictor/Catch Basin #1 Detail indicates installation of a removable plug. A removable plug should not be provided unless a shear gate with lift handle will be installed. If there is another reason for the removable plug, please provide a response indicating such. SHEET C5 — NOTES AND DETAILS 1. Detail E2.27.2 — Multi-family/Commercial Entrance - If the decision is made to not construct this style of entrance, please remove it from the plan set. If this style of entrance is constructed, please note that truncated domes will not be required. W20110815-Premier—Ortho-E Ldoc Page 5 of 6 0 2. Detail E2.15 — Curb Ramp Type 2 — Please replace this curb ramp with WSDOT standard detail F-40.16-01. Please note, truncated domes will be required at this location. SHEET I of 1 — TRAFFIC CONTROL PLAN I . Please provide separate traffic control plans for the various phases of construction to address utility tie-in's, frontage improvements, concrete pours on site, materials delivery, etc. 2. Where lane shifts are proposed, please show the full spectrum of 72"d Ave W to ensure 10-foot minimum lane widths will be maintained. 3. Placement of cones, spacing, taper, etc. shall be included. 4. Sidewalk closure signage shall be provided as appropriate. 5. Coordination with Community Transit will be required for temp or permanent bus stop relocation. 6. Parking and sidewalk closures in excess of 72-hours shall be approved by the City and disruption fees will apply. Please clearly state your intent and provide a request in writing for such closure. Please contact me at 425-771-0220 or by e-mail at mcconnell(d),ci.edmonds.wa.us if you have specific questions regarding these plan corrections. W20110815-Premier—Ortho-E Ldoc Page 6 of 6 Machuga,Jen From: Machuga,Jen Sent: Thursday, November 10, 2011 2:37 PM To: 'jimw@ddgarchitects.com' Cc: 'Scott Shanks' Subject: Plan Review Comments for Premier Orthopedic Group (BLD20110815 and BLD20110816) Hi Jim, The Planning Di vision's comments on the building permit applications for the Premier Orthopedic Group building and tenant improvement (BLD20110815 and BLD20110816) are attached. I am also attaching the design review comments referenced in my letter. Please feel free to contact me if you have any questions. Sincerely, Jen 11-0815 and ADB-11-63 Request 1-0816 Review I.p., for Addition... Jennifer Machuga, Associate Planner City of Edmonds, Planning Division 121 - 5th Avenue North Edmonds, WA 98020 (425) 771-0220 ext. 1224 Machuga@ci.edmonds.wa.us 0 0 CITY OF EDMONDS - 1215'h AVENUE NORTH - EDMONDS, WA 98020 PHONE: 425.771.0220 - FAx: 42.5.771.0221 - WEB: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT: PLANNING - ENGINEER1NG - BUILDING November 10, 2011 Mr. Jim Wieben DDG Architects Email: j imw@ddgarchitects.com RE: PLAN REVIEW COMMENTS FOR PLAN CHECKS BLD20110815 & BLD20110816 PREMIER ORTHOPEDIC GROUP, LOCATED AT 21401 — 72 ND AVE. W Dear Mr. Wieben: I have reviewed the above building permit applications for the Planning Division, and it was found that the following information, corrections, or clarifications will need to be addressed before review can continue: 1. Height Calculations: Please respond to the following items regarding the height calculations: a. Change the style of the height rectangle as shown on the site plan (A-101) in order to avoid confusion with the other line styles utilized for the building outlines. A dashed or dotted line utilized for the height rectangle would be easier to distinguish from the other line styles utilized for the building. b. Correct the location of the height rectangle to reflect the definition of height contained within ECDC 21.40.030 which states, "average level shall be determined by averaging elevations of the downward projections of the four comers of the smallest rectangle which will enclose all of the building, excluding a maximum of 30 inches of eaves. If a comer falls off the site, its elevation shall be the average elevation of the two points projected downward where the two sides of the rectangle cross the property line." As such, the height rectangle needs to be revised to show where the southeastern comer of the height rectangle falls off site. Additionally, the elevation of the southeastern comer of the height rectangle must be based on the average of the two points where the rectangle crosses the property lines. c. Update the average grade and maximum allowed height based on the revised elevation of the southeastern comer of the height rectangle as discussed above. When updating the height calculations, note that the elevations of the average grade and maximum allowed height cannot be rounded up. d. The elevation of the proposed building height was provided on the plans, but please also include the elevation of the highest point of the mechanical equipment. 2. Setbacks: The CG2 zone requires a minimum four -foot street setback. Although the plans indicate that the face of the main entrance to the building will be a minimum of four feet from the western property line, several of the plan sheets (including A- 10 1, A- 116, A- 13 0, and A-301) indicate that the gold decorative strip on the wall of windows as well as the building overhang, particularly over the main entrance, project into the minimum required four -foot setback area. Unfortunately, there are no exceptions in the General Commercial site development standards for any portions of the structure to project into the four -foot street setback. Additionally, the PUD vault located at the northwestern comer of the site cannot be located within the street setback unless it is less than three feet in height. Please revise the . plans to indicate that all portions of the structure as well as the PUD vault will comply with the minimum required four -foot street setback. 0 3. Mechanical Equipmen : Documentation has been provided as part of the associated design review application showing that the mechanical equipment is not anticipated to be visible from street view. Please note that the permit will be conditioned such that if the mechanical equipment is visible from street view, it will need to be painted to match the building or otherwise screened in a manner acceptable to the Planning Division. 4. Design Review: Design review for the subject proposal is being conducted concurrently with the building permit applications under File No. PLN20110063. Comments regarding the design review application were sent to Scott Shanks and Dale Pinney on November 9, 2011 (see enclosed). Please note that following response to these items and following design review approval, the building permit application plans, including the landscaping plan, may need to be revised to reflect the plans approved through the design review process as well as any conditions of design review approval. Landscaping Estimate: Several comments related to the landscape plan were included in the enclosed letter regarding the design review application. Once the requested changes have been made to the landscape plan, please provide a cost estimate for all labor and materials for installation of the landscaping. This estimate will be utilized for calculation of the required landscape maintenance bond. The maintenance bond itself, however, does not need to be submitted until the landscaping has been installed. The maintenance bond will be requested at. the time of the Planning Division's inspection of the project. All submittals should be made to a Development Services Permit Coordinator, Monday through Friday, between 8:00 am and 4:30 pm. If you have any questions, feel free to contact me at (425) 771-0220, ext. 1224. Sincerely, Development Services Department - Planning Division MI-100 �01!19 Jen Machuga Associate Planner Enclosure: Letter Regarding File No. PLN20110063 dated November 9, 2011 Cc: Scott Shanks via email to scott@fwdsinc.com /'r) C. I sc)�) November 9, 2011 CITY OF EDMONDS 121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Websile: vmwdedmondsmg.us DEVELOPMENT SERVICES DEPARTMENT Mr. Scott Shanks and Mr. Dale Pinney First Western Development Services 8129 Lake Ballinger Way, Suite 104 Edmonds, WA 98026 Subject: Request for Additional Information for Your Land Use Application d For Design Review of the Premier Orthopedic Building at 21401 72n Ave. W File No. PLN20110063 Dear Mr. Shanks and.Mr. Pinney: MIKE COOPER MAYOR Staff has reviewed your resubmittal materials for your design review application for the proposed Premier Orthopedic building located at 21401 72 d Avenue West. Thank you for revising your plans to address most of our concerns related to the design of the building. There are just a few items remaining that need to be addressed before design review can be completed. Please respond to the following items at your earliest convenience so that staff s review of your application can continue: 1 . Windows: It was noted that the windows near the center of the eastern fagade were made shorter by placing a narrow concrete panel at the base of these windows. It appears that these windows. are located within the "prov. bullpen" room. Is there a reason why these windows are smaller causing an interruption in the solid row of windows along the third floor? If not, it would look more uniform for all of these windows along the third floor to be of the same height. 2. PUD Vault: An electrical vault is shown at the northwestern corner of the site. Please note.that the vault may not be located within the minimum required -four foot street setback from the western property line if the vault exceeds three feet in height. Is this the only possible location for the vault? Would it be possible to put the,vault underground or to move it to a less visible location? If the ' northwest comer is the only possible location for the vault, could it be moved a few feet further to the east so that it is as far back from the western property line aspossible in order to provide enough space for screening vegetation? 3. Setbacks: The site plan (sbeet A-] 01) indicates that the main entrance to the building will be 4.04 feet from the western property line, but this plan shows the gold decorative strip on the northern side of the p wall of Windows as well 8 the building overhang at the main entrance projecting into the minimum required 4-foot street setback. Unfortunately, there are no exceptions in the CG site development standards for any portions of the structure to project into the 4-foot street setback. This can be added as a. condition of design review approval; however, please note that the plans for the building permit application,will need to be revised so that all portions of the structure will comply with the 4-foot. street setback. Additionally, the PUD vault discussed above will also Deed to be shown to comply with the street setback requirements. 4. P"a et: It was notedthat the parapet on the northern side of the building is taller than the parapets on the other sides, of the building, creating a step in the parapets at the northeastern and northwestern comers of the building. Is there a particular reason that the tops of the parapets do not line up in these locations? Would it be possible to raise or lower the heights of the parapets so that they line up at all comers of the building? Incorporated August 11, 1890 Sister City - Hekinan, Japan 0 5. Parkina Garage Screenin : During our meeting on September 20'h, it Was indicated that you would look into the feasibility of providing a low screening wall on the first floor of the parking garage. Screening of parking is necessary pursuant to ECDC 16.60.030.A.2.b. It is understood that there are minimum opening requirements for ventilation of the parking garage since this is proposed to be an open parking garage. However, based on the Building Division's calculations, it appears that there is more than enough opening area for the first floor of the garage. As such, a screen similar in style to the guardrail on the second floor of the parking garage could be utilized to assist with screening the cars on the first floor of the parking garage. Although the landscaping will assist in partially screening cars on the first floor of the garage, a more permanent method for screening the cars is desired. This is partially due to the fact that typically grasses must be cut back significantly or even cut to the ground during the winter, and even if they are not cut back, they will be more sparse in the winter. This would greatly reduce any screening provided by the landscaping and causes the need for more permanent screening of the cars. Of particular concern are the western and southern building fagades, which can be seen from 72nd Ave. W. Please revise the plans to include a low screening wall (a minimum of 3.5 feet tall) on at least the western and southern fagades of the first floor of the parking garage similar in style to that on the second floor of the garage. In addition to helping bring the proposal into compliance with ECDC 16.60.030.A.2.b, this will also bring the proposal into compliance with the landscaping requirements of ECDC 20.13.030.C.3.c by utilizing a combination of opaque "fences" and shrubs to produce a visual barrier of at least 3.5 feet in height to screen the parking area. 6. Lighting-: Staff s letter sent on September 19, 2011 requested additional information related to proposed lighting. It does not appear, however, that this item was responded to with your resubmittal. Please indicate the style and materials of any proposed exterior lighting fixtures. 7. Simap-e: The elevation views that were part of your resubmittal indicate future signage. Please note that signage will be reviewed for code compliance at the time of submittal of a sign permit application. However, I wanted to refer you to our sign code requirements of ECDC 20.60 and to bring a few items related to the signage indicated on the design review plans to your attention at this time. ECDC 20.60.025.A limits the maximum number of permanent signs to three per site, or three per physically enclosed business space on commercial sites with multiple business tenants. This code section also limits the total maximum permanent sign area for the site to one square foot per lineal foot of the . building frontage along 72 nd Ave. W. Additionally, it should be noted that a freestanding sign located within the four -foot street setback cannot exceed three feet in height. These comments regarding signage do not need to be responded to at this time, but please note that they will need to be addressed as well as any additional applicable sign code requirements of ECDC 20.60 upon submittal of a sign permit application. 8. Landscaping: Note that the following landscaping comments are based on the landscape plan submitted on October 12, 2011. Although landscaping is shown on the elevation views, it does not entirely match what is indicated on the landscape plan. Landscaping is not required to be shown on the elevation views, so any changes being made to the landscape plan do not need to be reflected on the elevation views. Please respond to the following regarding the landscape plan: a. Within the plant schedule, update the minimum sizes at installation as follows in order to reflect the requirements of ECDC 20.13.015.B: Japanese maple should be minimum of 8 feet in height; arborvitae should be a minimum of 6 feet in height; photinia and vibumum should both be a minimum of 18 inches in height. b. The cross -hatching near the southeastern comer of the site surrounding the existing trees to be retained is not indicated in the plant schedule. Please indicate what this cross -hatching represents. c. If it is not possible to put the PUD vault underground or to move it to a less prominent location (see related comment above), please revise the landscape plan to indicate sufficient screening of the vault from view from the north, west, and south. It is suggested that the vault be moved to further the east (it must be a minimum of four feet from the western property line if over three feet in height) in order to provide sufficient space for screening landscaping. Instead of screening it Page 2 of 3 1. 0 with grasses, it is suggested that the vault be screened with taller evergreen shrubs that will grow to be higher than the height of the vault itself. d. The landscape plan indicates six fastigiate white pine trees along the western side of the site. Although this species starts out as a columnar tree, as it ages,.it can mature at up to 60 feet tall and 15 to 20 feet wide. This is of concern on the western side of the site where there is only approximately 10 feet between the building and the western property line, which could cause the need for major pruning or even removal of these trees in the future. It is suggested that you consider a smaller evergreen that is more suitably sized for the western side of the site, such as a columnar Norway spruce (Picea abies cupressina), which grows to approximately 30 to 40 feet in height and 8 to 10 feet in width. e. Landscaping along all four sides of the site is required to comply with the Type III landscaping requirements. Please describe how each side of the site is in compliance with the Type III requirements of ECDC 20.13.03O.C. f. During our meeting on September 20'h, it was suggested that a combination of a taller species, such as arborvitae, be utilized in combination with a smaller shrub along the northern side of the property in order to he ' 1p break up the northern fa�ade and to achieve Type III landscaping. Would it be possible to establish arborvitae or another taller species at a minimum of 30 foot intervals along the northern side of the site adjacent to the walkway? g. It is suggested that evergreen shrubs, such as the compact strawberry tree or Fraser's photinia that are utilized on the eastern side of the site, be established amongst the grasses on the western and southern sides of the site in order to add some height to the landscaping adjacent to the open bays of the parking garage and to provide denser, year-round vegetation in these areas of the site. h. Please provide written acknowledgement from the property owner that they understand that if the existing trees that are proposed to be retained near the southeastern corner. of the site and/or the existing trees that are to be transplanted near the southern side of the site do not survive during the construction project, a landscape plan revision may berequired and new trees may be necessary near these locations. 9. Enp-ineerinp- Division Review: It should be noted that the Engineering Division has approved the subject design review application and issued the attached memo on November 8, 2011. Any remaining comments from the Engineering Division, including comments on the proposed civil plans, will be provided during their review of the associated building permit applications. Please note that your application will be placed on hold until a response is received regarding the above items, Pursuant to ECDC Section 20.02.003.13, you must submit the above information within 90 days. Thus, your application will expire if the requested information is not received by February 7, 2012. If you have any questions, please do not hesitate to contact me at (425) 771-0220, extension 1224. Sincerely; Development Services Department - Planning Division Jen Machuga Associate'Planner Enclosure: Memorandum from Jeanie McConnell dated November 8, 2011 Cc: File No. PLN20110063 Page 3 qf 3 MEMORANDUM Date: November 8, 2011 To: Jen Machuga, Planner From: Jeanie McConnell, Engineering Program Manager Subject: PLN20110063 21401-72 nd Ave W — Kruger Orthopedic Clinic Engineering has reviewed and approved the subject design review application with the following comments noted to be noted in the staff report. 1) Compliance with Engineering codes and construction standards will be reviewed with the building permit application for development of the site. 2) Approval of the desip review phase of the project does not constitute approval of the improvements as shown on the submitted plans. 3) Applicant is encouraged, wherever feasible, to incorporate pervious pavements, rain gardens and/or other low impact development techniques into the project design. Thank you. City of Edmonds Ir F `MEMORANDUM Date: November 9, 2011 To: Jim Wieben, DDG Architects From: John Westfall, Fire Marshal Subject: Bid 2011-0815 Premier Orthopedic Shell 21401 72 nd Ave W The Fire Department provides the following comments and corrections in accordance with the 2009 International Fire Code and Edmonds Community Development Code Title 19: G-001 General Notes: a. #1: add "...and NFPA 101" b. #18 & A-101: Are UG storage tanks identified on -site that will require decommissioning? c. #25: IFC Chapter 14 is reference for construction, demolition and equipment serviceability. d. #27: Add: Provide Snohomish County FD#1 Knox box. Coordinate with Fire Department for authorization form and instructions to obtain and install lockbox outside the sprinkler room on your site. 425.775.7720 2. G-001 Deferred Submittals: a. Add Fire Connection Permit (may be part of civil plans) b. Add Fire Protection Footprint (below) c. Delete Grease Hood 3. G-001 or A-201: Add note: New buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their installed background. Address numbers shall be Arabic numerals or alphabet letters. Building numbers shall be a minimum of 6 inches high with a minimum stroke width of Y2 inch and proportionate to building size. 4. CS Code Summary: a. Provide compass north this sheet. b. Clarify start and finish points and paths for EXIT TRAVEL DISTANCEs. c. What is NE corner swing gate opening function on first floor? 5. A-101: Provide specifications on emergency generator; fuel type & capacity. Callout setback distances from generator to property line and to building. 6. A-1 11 & A-1 12: callout portable fire extinguisher locations. (G-001 GENERAL NOTE #8) City of Edmonds Sb Office of Fire Marshal 7. A-1 11 & A-1 17 Door 110 for medical gas is not rated and assumed to be designed and exhausted as a one -hour interior room (IFC 3006.2.2). 8. A-1 11: Add note for FIRE SPRINKLER ROOM: "Space temperature no less than 40 degrees F." 9. A-1 11 What STORAGE anticipated for under ramp? Is this calculated in S-1 storage area? 10. A-1 11 & Al 19: Callout interior doors for stairwells #2 and #3 (same as 204 & 206?). 11. A-1 12: Callout room use at NW corner. 12. A-1 17: Callout where EXIT STAIR BARRIER GATEs (detail 2) will be installed. 13. A-1 19 OVERHEAD SECTIONAL DOOR type s/b "E" vs. "D"? 14. A-1 19 Recalculate door type and remarks for door 107 at exterior sprinkler riser room. 15. A-201 Provide vertical clearance signs for west and east (gate) vehicle entries. Attachment: Fire Protection Footprint Edmonds Plaza 1500 Main Street Occupancl a: R1, A3, 8, M 0 Typo of Construction: V 1-hour 2 stories w:th basement Total Build ng Area: 32,456 at 1997 UBC, UMC, UFC, UPC, WSEC. VIAQ, State Barrier Free Code Fire Apparatus Access: Paved West, South and East sides Active Fire Protection Fire sprinkler system (specify USC Std. 9-1 or 9.3) 1 Fire sprinkler control panel location Fire Department connections Fire alarm system w/ smoke detection and manual pulls Fire alarm control panel location Illuminated exit signs Emergency lighting w/ battery back-up P. HVAC automatic shutdown Kitchen Type I hood and suppression system Fire Extinguishers 0.1 Passive Fire Protection Smoke control system Escape windows from sleeping rooms I -hour rated corridor/exit passageway Attic draft stops Elevator smoke door Structural Protection Exterior load-boarling walls = 1 -hour Interior load -bearing walls - 1 -hour I Exterior non -bearing walls - 1 -hour Structural frame - 1-hour Permanent partitions - 1 -hour Shaft enc ures 1 -hour FIoorZl:n039 1-hour Roof -col ng 11-hour Exterior openings NIA due to location on property Stair enclosure 1-hour Roof material class Type B cc: Assistant Building Official Leif Bjorback Dwelling Unit Dwelling Unit Dwelling Unit Retail nA (A). A Reatiturani A Ele�. Lobb, Ele, Office office ()it= LEGEND 1 hour Corridor with sell- dw no rated doc,,s, mted Dwelling Unit glaz:ng: Oralsmake dompm at — — — — — - duct ponetralloris I hour rated wall assembly Dwelling Unit 2 hoxw Area Separation Wag With led doors and glazing Retputred exit to the exterior or the building Dwelling Unit Area of Evacuation Assistance ro ronent Corinection 20 min. rated, seff-closN door ago 6D rrdn. rated. self -dosing door go min. rated. 3elf-closing door D.welling Unit Dwelling Unit Dwelling Unit Dwelling Unit Dwelling Unit — N FIRST FLOOR OT E D 40 Sample Fire Protection Footprint Date Prepared Last Updated 2 6 0 City of Edmonds Wastewater Pretreatment Program 2002 d Ave S., Edmonds, WA 98620 Office: (425) 672-5755 Mobile: (206) 595-3117 Plan Review Comments Plan Check #: BLD20110815 Date: Oct. 10, 2011 Project Name/ Address: Edmonds Medical Bldjz. Assoc., LLC, 2140172 d Ave W., Edmonds Contact Person/Fax or Email: Wieben, Jim/ jimw@ddizarchitects.com Reviewer: Jon Lein Division: Wastewater Treatment Plant / Pretreatment The subject application has been reviewed but cannot be completed until the following items have been addressed/completed. Please submit'3 sets of revised drawings to a Development Services Permit Coordinator, if required, or a written response to the review comments to the Development Services Permit Coordinator and the Pretreatment Reviewer. 1 . In reviewing the civil plans, I did not see an oil/water separator included that served the parking levels. I am thinking that since the elevations are critical for the oil/water separator design, they should be included in the civil plans. Generally, any parking garage that has drains and/or hose bibs at the parking levels will require an approved oil/water separator. The Edmonds Building Department will make the final determination for the oil/water separator. 2. Please explain how the clinic will properly dispose of pharmaceuticals, pain killers, and anesthesia products when expired and also residual waste products from clinic procedures. 3. Please include disposal meihods for all hazardous materials not listed above such as sterilizers, disinfectants, human blood and tissue, syringes, and all other chemicals and supplies that will be used at the clinic. 4. 1 noticed a laundry facility on the clinic floor. Please include a brief description of the laundry operations that include an estimate of loads per week, detergents, bleaches, conditioners, and all other additives for the laundry load. . The reply for this review could be somewhat burdensome, but its purpose is to prevent the introduction of products/chemicals into the sanitary sewer that could be harmful to the wastewater treatment plant biology, the receiving waters (by pass -through of hazardous material and pharmaceuticals through the wastewater treatment plant), and for City workers performing maintenance in the collection system. Thank you for your assistance. Please call me Monday -Thursday for questions and assistance. Jon Lein City of Edmonds Pretreatment Technician 425-672-5755 206-595-3117 cell OV EDV 0 City of Edmond REQUEST FOR PLAN REVIEW CONSULTANT SERVICES BUILDING DIVISION (425) 771-0220 Task Order No. Budget Line Number: 001.000.620.524.100.410 Project Name & Plan Check # OZJ�5- Consultant: EAGLE EYE ENGINEERS Consultant Contact Person: Hoyt Jeter Phone: 360-874-0562 Fax: 360-874-0591 City of Edmonds Requester: Leonard Yarbegy, Building Official Phone: 425-771-0220 extri 1226 Reimbursable by Applicant: El Yes, by (Name, address, phone number of person/organization who will reimburse City) 39, No DESCRIPTION OF TASK ASSIGNMENT Review the enclosed plans, calculations and documents, for compliance with State and City adopted building codes F� Structural & Non -Structural Plan Review F-1 Fire Sprinkler Plan Review ;K Structural Only Plan Review El Non -Structural Only Plan Review Additional Instructions: COMPENSATION BASED ON CONSTRUCTION VALUATION per Professional Services Agreement F� TIME AND MATERIALS per Professional Services Agreement. Compensation for these services will be on a Time and Materials basis, not to exceed $ without written authorization. SCHEDULE The Consultant shall complete the services described above as follows: 1�4 In accordance with Standard Review Timelines per t�e Prcpssional Services Agreement Completed 1" review due to City b jz� 11W)l (see below for subsequent reviews) 1. - F-I Alternate review time as agreed upon in advance with Ze City per the Professional Services Agreement (only to be used when approved by the Building Official). 0 Completed review due to City by (see below for subsequent reviews) All provisions of the Professional Services Agreement dated 10/26/2009 shall be in full force and effect for this Task Order. APPROVED: CITY OTFMO�. S CONSULTANT By: By - Leonard Yarb—eA% Build7ing"O�al Date Hoyt Jeter, President Date RETURN ORIGINAL SIGNED TASK ORDER TO THE CITY SCHEDULE OF SUBSEQUENT REVIEWS: 2 nd REVIEW DUE TO CITY BY: 3rd REVIEW DUE TO CITY BY: L:\TEMP\DST's\Forms\Task Order Forms\Eagle Eye Engineers Task Order Form.doc 0 City of Edmonds Plan Review Corrections Plan Check # �J J 2,n, 1/ 08 /,T— Date �C 10 —,57— IZ Project Name/Address Z- Contact Person/Address 2-V ff-0.1 - 712=� L-J Department: Building Engineering Planning Fire Public Works Reviewer DO Submit 2 sets of revised plans/documents to the Permit Coordinator. Corrections may be,made by red lining plans/documents on rile with the City. DATEFAXED (Attach fax. transmittal) PAGE —OF OV ED& CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Monday, September 26, 2011 This Application has been accepted by the City of Edmonds for review. More information and changes may be required during this process. The review target date is: Monday, November 07, 2011 Your City Contact is: MARIE HARRISON Application Number: BLD20110815 Project Address: 21401 72ND AVE W, EDMONDS EDMONDS MEDICAL BUILDING ASSOC., LLC DDG ARCHITECTS 8129 LAKE BALLINGER WAY JIM WIEBEN EDMONDS, WA 98026 16398 NE 85TH STREET (425) 329-0848 EXT: REDMOND, WA 98052 (425) 289-5805 EXT: Work Description: 3 STORY BUILDING CONTAINING OFFICES AND TWO FLOORS OF PARKING. SHELLANDCORE PERMIT Outstanding Items at Time of Submittal: CIVIL DRAWINGS I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION THAT THE INFORMATION GIVEN IS CORRECT AND THAT I A . THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THE PROPERTY OWNER TO SUBMIT A BUILDING PERMIT APPLICA71ON TO THE CITY. OR AGENT) PRINT NAME (0 TE SH To view up to date information about your application please visit the City of Edmonds Development Services website at http.1Avww.c4edmonds.wa.us. of EDAf 0 un DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION 121 5h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 It Fax 425.771.0221 PLEASE REFER TO THE COMMERCIAL & MUL TI-FAMIL Y B UILDING CHECKLIST FOR SUBM17TAL REQ UIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): I ( 4-o 1 '79- IJ D 4xi a W Lnpm ai, )tz� Parcel #: - Subdivision/Lot #: io7'c, Project Valuation: $ APPLICANT: 017& ��/ , -,J;H Phone: CXT- 4 2-5 - �W -15t'P_'0'5 Fax: Address (Street, City State Zip): 3-7 pep�_Wp, WA q8052. E-Mail Address cazz�� PROPERTY OWNER: 6t6 Cj:f, L.,' 5 - , L_ Phone: 0 425-1241- i 42) ax: FF� Address (Street, City, State, Zip): 0 12.9 L^YZ- e-�" I E-Mail Address: -*e-qr (F, e'cm LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: C ,RNTRACTOR-- re2-itivo &sx7/ Phone: e2d c- - 4- 1 e) - Fax: Address (Street, City, State, Zip): 5 3-0'3 E-Mail Address IC167AIAIrcc 43 <Z2--3. *Contractor must have a valid City ofEdmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 s- W/E WA State Licen e - xp. Dat City Business License #/Exp. Date: Al A DETAIL SCOPE OF WORK: _rkk) 42r rN944Wt,_1 I Irk 7J r _TP F_> 95Z10 CS er f? LP& - A1QEA T f kM q- f HES r+ tjoW �qp (W_Lk�, P.5 A"54� A41s- 13tFilob PROPOSED NEW SOUARE F OTAGE FOR THIS PROJECT: Basement: A/A sq. ft. Garage: AIA -sq, ft, I' Floor: Z -�Ei6 sq*. ft. Deck: sq. ft. 2 n' Floor: 22, 3 e6 sq. ft. Other: sq. ft. 77—Floor: 21, -3 sA sq. Occupancy: F75�-Z Occupancy Load: �2,�� 1 Retaining Wall: 0 Yes ><No Grading: cyds. I Type of Construction: 11-15 I declare underpenalty ofperjuiy laws that the information Ihaveprovided on thisfornVapplication is true, correct and complete, andthatIam theproperty owner or duly authorized agent of theproperty owner to submit apermit application to the City of Edmonds. PrintName: "J'kMVr='. 0 Owner KAgent/Other (specify): AACAfteZl Signaturec Date: FORME LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Form E.doc Updated: 10/2010 17� Equipment Type Appliance/Equipment Information (new and relocated) Total # Furnace #—Gas #—Elec #—Other: BTUs: <100k >100k— Location Air Handier/ACIVAV #—Gas #—Elec #—Other: CFM: <1 OOk— >1 OOk— Location Boiier/Compressor/ Heat Pump/Roof Top Unit # HP: Gas # —<3, Elec # _3-15, Other: BTUs: <100k, 16-30 Location 100k-500k, 500k-IMil Hydronic Heating #—Gas #—Elec —in-Floor, —Wall Radiant, Boiler BTUs: Location Exhaust Fans (single duct) Location: # Bath # Kitchen # Laundry # _Other: Fireplace # Gas #—Elec #—Other: Location Other Number of Outlets Fixture/Appliance Type AC Unit — - — — ------- BTUs: Location: Furnace --------------- BTUs: Location: Water Heater -------- BTUs: Location: Boiler ------------------ BTUs: Location: Firep!ace/Insert BTUs:— Location: Stove/Range/Oven: Dryer Outdoor BBQ: Other: TOTAL OUTLETS PLUMBING FIXTURE COUNT Number Fixture Type Number Fixture Type Water Closet (Toilet) Refrigerator water supply (for water/ice dispenser) Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) Water Service Line Tub/Shower Drinking Fountain Dishwasher Bidet/Urinal Hose Bib Pressure Reduction Valve/Pressure Regulator Water Heater Tankless? Yes— No— Backflow Prevention Device (eg. RBPA, DCDA, AVB) Expansion Tank for Water Heater Hydronic Heat in: Floor Wall Floor Drain/Floor Sink Other Clothes Washer Other: FORME L:\Buil ding New Folder 201 O\DONE & x-ferred to L-Building-New drive\Fonn E. doc Updated: 10/2010 Al OV ED 0 DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST 121 5h Avenue N, Edmonds, WA 98020 Phone 425.771.0220 It Fax 425.771.0221 City of Edmonds PROJECT ADDRESS: PRE -APPLICATION MEETING? 0 YES 0 NO If YES, Pre -application Number: Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. r) > SUBMITTAL REQUIREMENTS The number indicates the number of copiesfor submittal(if applicable). Check marks indicate additional submittal requirement as applicable ko 2 ft CL 'A CD :z n =r L� *A *A 0 v,," Application Form E I I I I I I Site Plan 3 3 3 3 3 3 Reduced Site Plan (I I X 14 or 8 1/2 x 11) 1 1 1 1 1 1 Architectural Construction Drawings 3 3 3 3 3 3 Structural Drawing and Calculations 3 3 3 1 3 WA State Energy Code NREC Calcs & Lighting V/ V/ V/ V/ Site Classification Worksheet 3 3 Site Development Plans 4 4 v" Landscape Plan 3 3 Right —o Way Permit Application I I I Critical Areas Determination or Checklist I I I V' Geotechnical Report 3 3 Health District Approval Letter V I/ Manufacturer's Specifications/Cut Sheets 3 Contractor's City of Edmonds Business License V/ V/ V/ V/ V/ V/ Washington State Contractors License V V V V/ V V/ Plan Check Fee (due upon submittal) V/ V V/ V11 V/ Traffic Impact Analysis 3 3 3 3 Survey 3 3 Special Inspection and Testing Agreement V/ V/ V/ V/ Contractor's Acknowledgement Letter V/ V/ Envelope Plans and Documents 2 2 Bonds I I V/ Architectural Design Approval I I Peer Review Fees V/ V/ Deferred Submittals V/ V/ Shop Drawings V/ Street Use V/ Handouts and Standard Details may be found on the City's website www.ci.edmonds.wa.us or can be obtained at City Hall during normal business hours. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. FORN4E LABuilding New Folder 2010\130NE & x-ferred to L-Building-New drive\Form E.doc Updated: 10/2010 ov. tO 410 A%1�49011i&6 P DEVELOPMENT SERVICES COMMERCIAL & MULTI -FAMILY BUILDING PERMIT APPLICATION q" � vp.., 121 5h Avenue N, Edmonds, WA 98020 St. I S9 City of Edmonds Phone 425.771.0220 It Fax 425.771.0221 PLEASE REFER TO THE COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite # City State, Zip): 'Z 1 1401 _IShP 4jS W - 613nVAM Parcel #: Subdivision/Lot #: Pjpject Valuation: $ llr>500, 000 APPLICANT: Phone: Fax: Address (Street, City, S te Zip): mo2-je M 2L4Fhone: E-Mail Address- jlm��JAJ PROPERTY OWNER: mepe4u, B u)& Asfd--. u �_ 426 - 3 1-1 Fax: Address (Street, City, State, Zip): 44LE 3AW"Z0 !!!ti MMOAD6 E-Mail ddress: -A W S n e, Com LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* re)jW0*) Phone: 00r0_44& Fax: Address (Street, City, State, Zip): WA State License #/Exp. Date: *Comractor must have a valid City ofEdmonds business'license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Business License #/Exp. Date: DETAIL SCOPE OF WORK: Avv) oiiwit�k 4AI-51M 151�� aVIM, 4 45"rler4m BOLL, ft4lu 4v&z, .)39AfAJAY_-& I PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: sq. ft. Garage: sq, ft, V Floor: sq. ft. Deck: -sq. ft. 2 d Floor: sq. ft. Other: sq. ft. 3'd Floor: sq. ft. Occupancy: Occupancy Load: Retaining Wall: 0 Yes 40 Grading: _____cyds. I Type of Constructi7on- 7W I declare underpenalty ofperjury laws that the information I have provided on this jormlapplication is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: _Ij 0 Owner t/Other (specify): Signature: _< \ Date: I ;/I I M FORM E CADocurnents and Settings%jorback�DesktopTonn Edoc Updated: 10/2010 0 0 STATEMENT OF PLAN REVIEW SERVICES AGREEMENT ACKNOWLEDGEMENT OF REQUIRED DISCRETIONARY APPROVALS 13 o�) 4,eM, am the owner/agent for the owner, for a building permit to construction improvements upon real property located at: -72,00 ANM W W-T- r-=D�Ds W.4 in Edmonds, Washington. I acknowledge that, pursuant to terms of this agreement, the Building Permit Application I have submitted will be accepted for review by the City concurrently with the review of any necessary discretionary project permits or approvals required by the provisions of the Edmonds Community Development Code. I also acknowledge that the City shall not accept an application for building permit that is not complete as determined by the minimum submittal requirements published by the City which I have read and understand.- In signing this form, I acknowledge that I have submitted all necessary documentation in order to make a complete application for a building permit. The City determined that the discretionary application(s) for this project were deemed complete on _ (date). I acknowledge that any plan review fees paid in connection with this application are solely for the expenses and costs associated with review the plans as I have submitted thern, and do not entitle me to any right or claim to the issuance of a building permit. In consideration for the consolidated review of the building permit application concurrently with any required discretionary. project permits or approvals, I hereby acknowledge and agree to be bound by. terms and conditions of this agreement as, set for herein. 1. The required discretionary project permits or approvals for this project currently include, but are not limited to the following: Architectural design .......... Hearingdate: PA. A&,!�X,, A — F] Subdivision or short subdivision ................................... Hearing date: F1 Planned residential development ................................... Hearing date: Conditional use permit ................................................... Hearing date: nV ariance ......................................................................... . Hearing date: F] Critical areas determination or variance request ............. Hearing date: [] Other (specify) Hearing date-. I further understand that additional discretionary project permits or approvals may be determined during the course of discretionary project review which may affect plan review timelines and plan review fees paid for this building permit application. 2. Any building permit issued and approved for this project will be subject to any conditions or restrictions imposed pursuant to the review and approval of any required discretionary project permits or approvals. Such conditions or restrictions may require that the building plans I have submitted be modified or amended to be consistent with such conditions or restrictions. I understand that additional plan review fees will be required in the event that modifications or amendments to the plans submitted are required by conditions or restrictions imposed pursuant to a final decision to issue or grant any required discretionary project permits or approvals. In the event that modifications or amendments are required, the owner shall be solely responsible for any and all costs which result therefrom, including, but not limited to, additional full plan review fees. When additional plan review fees are required, the fees shall be paid in full prior to, the commencement of additional plan review by the City. 3. No building permit will be approved or issued until such time as a final decision for all required discretionary project permits or approvals have been. issued or granted, including the expiration of all appeal periods. A decision to issue or approve any required discretionary project permit or approval shall not be considered final until the limitations period for any appeal has expired or until all administrative and Superior Court appeals have been resolved. In the event that an appeal of a discretionary project permit or approval results in new or additional conditions or restrictions which require modifications or amendments to the building plans, such conditions and restrictions shall be treated as if originally imposed in the issuance or granting of the discretionary permit or approval. However, new full -plan review fees shall be required. 4. The building pen -nit application shall expire 180 days after the building permit submittal regardless of whether a final decision, including'expiration of appeal periods, for all discretionary project permits or approvals have been issued or granted. I understand that I may request a building permit application extension for an additional 180 days, in writing, if filed before the expiration of the original application. The City may grant only one extension. In the event that the building permit application expires prior to a final decision on the issuance or approval of all required discretionary permits or approvals; or if not request for an extension is submitted in writing prior the expiration of the original application, then the appli cation shall expire and'a new applicati on and new full -plan review fees will be required. 5. In the event that any application for a required discretionary project permit or approval is withdrawn, or if such permit or approval is denied either by the City or upon appeal, no portion of any plan review fee shall be refunded by the City. 6. In the event that the building permit applicant initiates or requests amendments or modifications to the building plans after plan review by an applicable City Department is complete, new full -plan review fees will be required and shall be required to be paidin full prior to the commencement of additional plan review by the City. I certify that I have read and understand the terms and provisions of this agreement for plan review services and agree to be bound by such. Owner/Agent of Owne?-�-._ Date: OV41 2.01) Development Services Permit Coordinator statement of plan review sery agree.doc 2 01.17.2001 FJL Of 0 1P CITY OF EDMONDS pool, 121 5" Avenue North - Edmonds, WA 98020 Phone: 425.771.0220 - Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT: PLANNING DIVISION Pre -Application Meeting Meeting Date: June 9, 2011 at 1:30pm Review By: Jeri Machuga, Planning Division Site Address: 21401-72 nd Avenue West Zone: General Commercial (CG2) Project Description: Proposal for a new medical office building, with the first two floors comprised of parking d the third floor comprised of approximately 26,000 square feet of medical office space. _J Zoning The current zoning of the subject property is General Commercial, CG2. Properties within the CG2 zone are subject to the requirements of Edmonds Community Development Code (ECDC) Chapter 16.60. Proposed Use The proposal is for a new medical office building, which is an allowed use within the CG2 zone. Development Standards Setbacks: Per ECDC 16.60.020, the CG2 zone requires the following property line setbacks: Street setback 4 feet from the western property line (the street setback area shall be fully landscaped) Side setbacks 0 feet (none required since subject property is not adjacent to a residential zone) Rear setback 0 feet (none required since subject property is not adjacent to a residential zone) HdgbLt: The maximum allowed height of structures within the CG2 zone is 75 feet; however, due to the site's location within the high rise node overlay of the Comprehensive Plan, there is no height limit. Design review for projects not exceeding the 75-foot height limit is administrative; however, projects exceeding the height limit require design review by the Architectural Design Board (ADB). It appears that the proposed building will be well below 75 feet in height, so staff's comments are based on this assumption. Since going above the 75-foot height limit triggers design review by the ADB, height calculations will need to be provided on the building permit plans. Refer to ECDC 21.40.030 for the definition of height and explanation of how it is calculated. Parking Requirements The minimum on -site parking requirement for medical offices is one parking space per 200 square feet pursuant to ECDC 17.50.020.B.4. Upon preliminary revi ect plans, it appears that not enough parking spaces are being provided -to comply with this requirement. Thus, the plans will need to be revised and it will need to be shown during building permit application review that the proposal complieswith the on -site parking requirements. Environmental Regulations Critical Area Determination: A critical areas checklist and associated review fee ($155) must be submitted in order for staff to conduct a critical areas determination for the site. This must be completed prior to or concurrently with permit review. If it is found that the site contains or is adjacent to any critical areas as defined in ECDC 23.40 through 23.90, a critical areas study may be required during permit review in order to determine compliance with all applicable critical areas regulations. Page I of 3 SEPA Review: SEPA review is required because the project includes over 4,000 square feet of commercial space and over 20 parking stalls. SEPA review will be conducted concurrently with design review or building permit application review. Typically, if an application for design review is made prior to the building permit application, SEPA review will be conducted at the time of the design review application. For SEPA review, a completed environmental checklist, adjacent property owner's list, and $485 fee must be submitted. Design Review "District -Based" design review is required. Refer to ECDC 20. 10 and 20.12 for procedures and criteria. Since the proposal appears to be below the 75-foot height limit, design review will be an administrative Type I decision. It is recommended that design review be conducted prior to submittal for the building permit application so that any changes that must be made to the building design in order to comply with applicable design regulations do not result in the need to update detailed architectural drawings. Alternatively, the applicant may submit for design review concurrently with the building permit application with the understanding that any changes that must be made to the building design could result in major changes to the plans submitted for the building permit application. The fee for administrative "District -Based" design review for projects that also trigger SEPA review is $570. If an application for design review is submitted prior to the building permit application, an additional $15 city surcharge is necessary, and a Land Use Application form must also be submitted. During design review, the proposal will be reviewed for compliance with the applicable design standards of ECDC 16.60.030 and the Comprehensive Plan. Comprehensive Plan The Comprehensive Plan -designation for the site is "Highway 99 Corridor," and the site is also located within the "Hi -Rise Node." Refer to the general urban design objectives contained within pages 92 through 100 of the Comprehensive Plan for additional information on design objectives applicable to the project. Landscaping Requirements Refer to ECDC 20.13 for landscaping types and requirements. Additionally, the design standards within ECDC 16.60.030 address landscaping requirements as well. It should be noted that Type IV landscaping a minimum of four feet in width and continuous in length (aside from access points to the building) is required within the street setback on the western side of the site, and Type III landscaping a minimum of three feet in width and continuous in length is required wherever the building does not go completely up to the property line. . Signage Refer to ECDC 20.60 for the city's sign code requirements. Changes to the Edmonds Community Development Code The City is currently in the process of updating portions of the Edmonds Community Development Code. Please note that the comments and fees provided above and during the pre -application meeting are based on current code requirements. The applicant is responsible for ensuring compliance with the codes and fees that are applicable at the time of submittal. Required Permits and Approvalsfrom Other Jurisdictions It should be noted that the applicant is responsible fo r obtaining all required permits and approvals from any applicable federal, state, or local jurisdictions. Code References All Edmonds Community Development Code (ECDC) references made in, these comments can be viewed via the "QuickLinks" link on the City's website at www.ci.edmonds.wa.us. Page 2 of 3 Attachments lEnclosures • Summary of Commercial Site Development Standards (#P77b) • Land Use Application Form • Critical Areas Cbecklist (#P20) • SEPA Environmental Cbecklist (#P71) • Instructions on How to Compile an Adjacent Property Owner List (#P2) • District -Based Design Review (#P6) Page 3 of 3 ov 0 City of Edmonds PRIE-APPLICATION COMMENTS BUILDING DIVISION DATE June 9, 2011 STAFF: Leif Bjorback, Assistant Building Official RE: Project: Medical Office Building A preliminary review. was done with the pre -application materials provided and we have the following comments. 1) Codes in effect at the time of this meeting: a) 2009 International Building Code (including Accessibility) with State Amendments b) 2009 International Mechanical Code (including International Fuel Gas Code) with State Amendments c) 2009 International Fire Code with State Amendments d) 2009 Uniform Plumbing Code with State Amendments e) 2009 Washington State Energy Code (WAC 51-11) 0 Edmonds Community Development Code 2) Basic Design Loads specific to Edmonds a) Snow load 25 psf — nonreducible b) Seismic design category D c) Wind speed 85 mph, 3 sec gust d) Wind exposure most likely B for this location 3) List all deferred submittals on the cover sheet of the plans. The City prefers that me'chanical and plumbing plans be included with and issued with the main building permit to help avoid any construction delays, however they can be deferred. Other commonly deferred items are fire sprinkler, fire alarm, signs, side sewer, water meter, State electrical, State elevator, shop drawings, etc. 1 4) -Plans must be stamped by a State licensed Architect or Professional Engineer, including structural plans and calculations. 5) A soils report is required for this project. See Handout B 18. 6) A separate Shoring Plan, stamped and signed by a Washington State Licensed Engineer, shall be submitted for property line cuts in excess of three (3) feet in height or when required by the Engineering Geologist/Geotdchnical Engineer who prepared the soils report. Shoring is subject to outside peer review by a City consultant at full cost to the applicant. See Handout B 18 for more information. 7) Provide allowable area calculations on the plans. Include justification for allowable area and height increases according to the type of construction. IBC 503, 504 and 506. Building Division Pre -application Conunents I 8) Clearly show on the plans how this building is designed per EBC 508 for separated uses, non - separated uses, incidental accessory occupancies, etc. If separated uses will be used, mixed -use ratio calculations are required. 9) Provide occupant load calculations for each floor and the total building. 10) An automatic sprinkler system is required for the building. See Fire Marshal's comments for fire alarm and automatic sprinkler system requirements. 11) Provide details of fire rated walls, floor -ceilings, and projections on the plans, including the complete listed and tested fire rated assemblies and cross-reference where they apply on the plans. 12) Common path of egress travel within the various occupancy group spaces shall be regulated by E3C 1014.3. 13) The building.and site must be barrier free accessible including the main entrance, restrooms, maneuvering distances, parking, pedestrian access from the public street, mailboxes, trash enclosure, etc. Provide details showing compliance. E3C chapter 11 14) Accessible parking stalls shall be provided per E3C 1106. At least one stall shall be van accessible, with a minimum 16 foot width, including access aisle. Note that the minimum ceiling height, for vehicle access to accessible parking is 98 inches. Columns (including finished materials) cannot encroach within the required widths/lengths of the parking stalls. 15) Provide Non -Residential Energy Code compliance forms for envelope, mechanical, interior and exterior lighting and metering. These forms are available on line at http://www.neec.net/documents. 16) Ventilation of the commercial spaces must be provided either mechanically ��r with natural ventilation using building openings (windows and doors) in accordance with the E3C and IMC. a) Natural ventilation: Provide in each room or area at the rate 4% of the floor area. Show the calculations on the plans. OR b) Mechanical ventilation: Provide outdoor air at the rates specified in IMC Table 403.3 (based on the occupant load established in #9 above) to each room or area. The system must be balanced (supply and retum/exhaust). Provide mechanical plans and calculations showing compliance. Provide manufacturer's specs for the mechanical units to be installed. 17) Show all mechanical shaft locations on the plans. Commonly, issues arise with the garage exhaust and elevator equipment room ventilation. Parking garage. ventilation (supply and exhaust) shall be designed per E3C 406 and WC 404. Show location of supply air inlet(s) and garage exhaust outlet (outlet location must meet WAC 51-52 501.2) 18) Contact Steve Fisher, Recycling Coordinator, at 425-771-0235 regarding dumpster enclosure location and size. 19) Contact Linda McMurphy, Cross -connection Control Specialist, at 425-771-0235 regarding premise isolation requirements to protect the public water system. Building Division Pre -application Comments 2 lu �rZ 015 7 Z5-6 7 1 -5 C-3 7 5- 0 r<6u(w vm�,au*x �-� 6Z7 -2- 7 c, s Z, 4, 74,ko =- . 3 ) G� -77, ko 140 ) I x koolo 7*�� 7 0 3(o,*,�j�, SP a 141,, so Tto) G7 5-. 2,o t� Ntikc ItAtY, -7 ey 44- 0 w'bNwrra- 35500