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BLD20100906.pdflc�� oV EDMo� I IIII�lIII ° CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 /pie 1g90 STATUS: ISSUED 3/1/2011 Expiration Date: 3/1/2012 Permit #. Ri.1)2010 Parcel No: 00513100013805 PROPERTYOWNER APPLICANT CONTRACTOR ROBERT N & LEAH MARIE RIXMANN COZY HOMES CORPORATION COZY HOMES CORPORATION 7011 174TH ST SW 26231 72ND AVE NW SUITE 102 26231 72ND AVE NW SUITE 102 EDMONDS, WA 98026- 52 STANWOOD, WA 98292- STANWOOD, WA 98292- (425)743-5523 Ext. (360)629-5333 Ext. (360)629-5333 Ext. LICENSE #: COZYFIC*066N1 EXP:8/10/2012 NEW SFR --- 0"MPLETRmD VALUATION: $473,904 C E PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family Residence New GRADING: N CYDS: 175 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: 09 OTHER: N ------- OTHER DESC: ZONE: RS -20 NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 1 LOT #: BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 1308 IST FLOOR: 1764 2ND FLOOR: 1254 PRD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 570 DECK: 504 OTHER: 0 .EQUIRED:25 PROPOSED: 25 REQUIRED: 10 PROPOSED: 18.5 REQUIRED: 25 PROPOSED: 80 IF.IGHT ALLOWED:25 PROPOSED:24.64 REQUIRED: 25 PROPOSED: 51 ETBACK NOTES: Setbacks: S, W, E, N. 10/35 itical Area is erosion hazard. Sediment control indicated on plans. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABORCODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. I 5�w '.v"0'v -3z111 / 1�-Ir�q " qt�� 66 Sign re Print Name Dafe Rel sed y Date ATTENTION ITIS UNLAWFULTO USE OR OCCUPY A BUILDING ORSTRUC URE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UBC109/ IBCI 10/ IRC I 10. ONLINE APPLICANT ASSESSOR OTHER X -�r- STATUS: ISSUED BLD20100906 • Lot line stakes must be in place at the time of foundation/setback inspection. • 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. • Installer shall provide the manufacturers installation, operating instructions, and a whole house ventilation system operation description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating instructions). • Maximum Height 25 feet. The agent/contractor shall set up the equipment; establish the datum point and the point of average grade. Call for inspection to verify. These items must be consistent with the approved plan. If the proposed height of building (as shown on the plans) is within 12 inches ofthe maximum height permitted for the zone an elevation survey is required. • Hose Bibbs (exterior faucets) are required to have a pemmanently affixed anti -siphon device installed. • In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted. • *Pre -inspection required. *Street to be cleaned of debris. *Side sewer must be capped at property line. * Water Service must be disconnected from Water meter and or hose bib with AVB installed. *Dump at approved dump site only. *See demolition inspection checklist on back of job card for inspection requirements. • 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. • Provide combustion air per IMC Chapter 7 for commercial and multi -family residential installations, and IRC Chapter 17 for one and two-family dwellings. • 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. • Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff. • 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 of7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon 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. • Refer to City of Edmonds Water service line handout for approved pipe materials, inspections and other requirements. • Independent certified backflow tester to perform test on backflow assembly and submit report to city. • Call for locates of underground utilities prior to any excavation. • Maintain erosion & sedimentation control per city standards. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Owner/Contractor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements. • Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements. 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 RIRE(425) 775-7720 PUBLIC WORKS (425) 771-0235 PRETREATMENT 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. • E -Erosion Control/Mobilization • E -Storm Tightline • E -Infiltration System x4 E -Footing Drain Connection • &Footing Drain TL Conveyance • E -Water Service Line • F,Engineering Final B-Preconstruction meeting • B -Setbacks • B -Footings B -Foundation Wall B -Foundation Drainage • B -Slab Insulation B -First Floor Framing B -Plumb Rough In • B -Gas Test/Pipe ' B -Mechanical Rough In B -Exterior Wall Sheathing B -Roof Sheathing • B -Shear Nailing B -Height Verification • B -Framing B -W all Ins ulation/Caulk • B-Insulation/Energy • B-SheetrockNail • B -Plumbing Final • B -Mechanical Final B -Building Final E-Tightline Drain Connection OV E°M�� Inspection Comments N °a BLD20100906 64 - Single Family Residence New Applied: 12/02/2010 Issued: 03/01/2011 Expires: 03/01/2012 Address: 7017 174TH ST SW, EDMONDS INSPECTION DATE INSPECTOR ACTION 1001 - E -Erosion Control/Mobilization 03/28/2011 SIBREL PAR Comment: silt fence / clearing limits established. Contractor and homeowner wish to remove the two trees that will be immediately adjacent to the retaining wall at the rain garden. Engineering has no issues but told them to check with planning. Contractor will, after demo, dig raingarden first to use as a sediment pond. 1001 - E -Erosion Control/Mobilization 08/16/2011 ZULAUF COM Comment: ok 1001 - E -Erosion Control/Mobilization Comment: ok 1001 - E -Erosion Control/Mobilization Comment: TESC Adequate for Engr Final. 08/24/2011 ZULAUF COM 11/18/2011 SIBREL CMP 1013 - E -Storm Tightline 08/16/2011 ZULAUF PAR Comment: partial from driveway edge to cc #1 to c/o #4 location -not connected, northeast t/I connection to infiltration trench -need to install c/o's at each end, observation wells in place. Infiltration trench at south west corner of house, no connections. 1013 - E -Storm Tightline 08/26/2011 ZULAUF COM Comment: infiltration trenches connected to rain garden 1013 - E -Storm Tightline Comment: connection to d/w trench drain 1013 - E -Storm Tightline Comment: OK to Administratively close per JZ. 11/01/2011 ZULAUF COM 11/18/2011 SIBREL CMP 1016 - E -Infiltration System x 4 08/19/2011 ZULAUF COM Comment: Met on site with Robert to discuss grade and wall construction. He will be working on the wall over the weekend. 1016 - E -Infiltration System x 4 08/24/2011 ZULAUF COM Comment: wall is too short to hold bluff. Will add to make 5 ft (shown on plans) and terrace back. Removal of Alder tree necessary. Holly bush can stay. Wall will need to wrap around ends of rain garden. 1016 - E -Infiltration System x 4 11/18/2011 SIBREL CMP Comment: OK to Administratively close per JZ. 1017 - E -Footing Drain Connection 08/29/2011 ZULAUF COM Comment: connected to t/I conveyance beyond infiltration. ok to b/f 1017 - E -Footing Drain Connection 11/18/2011 SIBREL CMP Comment: OK to Administratively close per JZ. 1019 - E -Footing Drain TL Conveyance 08/18/2011 ZULAUF COM Comment: ok to b/f not connected to t/I, ok to b/f 1019 - E -Footing Drain TL Conveyance 11/18/2011 SIBREL CMP Comment: OK to Administratively close per JZ. 11/21/2011 9:46:38 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 3 (INSPECTION DATE ACTION- _ 1034 - E-Water Service Line _ _ 07/27/2011 _=INSPECTOR MCCONNELL PAR Comment: Partial, ok to backfil WSL. Not yet connected at meter and tracer wire not grounded inside garage. Contractor complained about missing hose bib and AVB. See attached email for explanation. 1034 - E-Water Service Line 08/29/2011 ZULAUF CMP Comment: ok to final 1077 - E-Engineering Final 11/18/2011 SIBREL COM Comment: OK to Final. 1077 - E-Engineering Final 11/21/2011 ZULAUF CMP Comment: Ok to Final 1101 - B-Preconstruction meeting 03/28/2011 STEINIKE CMP Comment: 1106 - B-Setbacks 04/07/2011 STEINIKE CMP Comment: 1108 - B-Footings 04/07/2011 STEINIKE CMP Comment: 1110 - B-Foundation Wall 04/15/2011 STEINIKE CMP Comment: 1112 - B-Foundation Drainage 04/27/2011 STEINIKE CMP Comment: 1118 - B-Slab Insulation 05/09/2011 STEINIKE CMP Comment: 1120 - B-Plumb Ground Work 05/05/2011 STEINIKE CMP Comment: 1122 - B-First Floor Framing 05/17/2011 STEINIKE CMP Comment: 1126 - B-Plumb Rough In 06/30/2011 STEINIKE CMP Comment: 1128 - B-Gas Test/Pipe 07/07/2011 LAWLER CMP Comment: 1130 - B-Mechanical Rough In 07/07/2011 LAWLER PAR Comment: sealing of ducts below slab 1130 - B-Mechanical Rough In 08/03/2011 STEINIKE CMP Comment: 1132 - B-Exterior Wall Sheathing 06/21/2011 STEINIKE CMP Comment: 1133 - B-Roof Sheathing 06/15/2011 STEINIKE- CMP Comment: 1136 - B-Shear Nailing 08/03/2011 STEINIKE CMP Comment: 11/21/2011 9:46:38 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 3 INSPECTION DATE INSPECTOR ACTION_ 1140 - B -Height Verification 08/23/2011 LAWLER CMP Comment: provided copy of survey 1142 - B -Framing 08/18/2011 STEINIKE COR Comment: Provide height check inspection or survey before frame can be approved, provide insulation sheild at master bedroom fireplace (as discussed). 1142 - B -Framing 08/23/2011 LAWLER CMP Comment: 1144 - B -Wall Insulation/Caulk 08/23/2011 LAWLER CMP Comment: 1146 - B-Insulation/Energy 11/18/2011 LAWLER CMP Comment: 1150 - B-Sheetrock Nail 08/29/2011 STEINIKE CMP Comment: 1158 - B -Building Final 11/17/2011 LAWLER COR Comment: left correction notice 1158 - B -Building Final 11/18/2011 LAWLER CMP Comment: 1985 - F -Fire Final 11/10/2011 WESTFALL CMP Comment: Residential sprinkler system accepted. 11/21/2011 9:46:38 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 3 ENGINEERS / SURYEYORS / PLANNERS/ DEVELOPMENT CONSUITANTS August 22, 2011 File No. 5290 Edmonds Building Department 2505 th Avenue N. Edmonds, Washington 98020 re: Rixmann Residence - Building height verification 7017174th Street S.W. (BLD 20100906) Dear Sirs, At the request of Cozy Homes Corp., the project contractor, we dispatched a survey crew to the above referenced property on August 22, 2011 to ascertain the as -built height of the Building currently under construction (see below). This elevation is based upon the datum used on the site plan approved by the City of Edmonds. Average grade Allowable peak elevation As -built (per approved site Ian) (per approved site Ianpeak elevation 93.12 118.12 117.36 Should you require any additional information, please call me at 425-775-1591. Sincerely, fchael S. Morris, P.L.S. Survey Manager a. a � r V '�Ie�i�tfIIIJl4il41,1 lAfi_e�►! Lovell-Sauerland 8, Associates, Inc. 19217 36th Ave. W., Sulte 106, Lynnwood, WA 98036 425-775-1591 L.SAengineering.com IMPERVIOUS SURFACE CALCS S 4ii. Notes: -All excavated material to be used on-site. -Less than 5,000 Board Feet of timber to be removed and retained on-site for personal use. -Prior to start of grading and/or building construction, erosion control measures will be installed as noted on site plan or as required by The City of Edmonds. -Permanent vegetative cover that can withstand severe weather conditions, such as heavy min and control soil erosion on all areas of land stabilization will be installed Q prior to final construction acceptance. Dirt Stockpile ® Existing Trees -Stockpile to be covered within 24 hours. � Area of Disturbance: Trees to be Removed -100 foot armored construction entrance to be at driveway. Silt fence: -Downspouts to tightline to drainage system. •I i Lot coverage 2838 sq.ft. Quantity of Grading BUILDING HEIGHT 350 cubic yards CALCULATION Lot size 21,780 sq. ft. 13 % 175 cu yd cut A = 86.56 BASIS OF BEARINGS 175 cu yd fill I�J B = 93.63 CENTERLINE OF 174TH STREET S.W. s C = 96.19 (RECORD OF SURVEY - VOL. 18, PAGE 81) 72. t D=96.11 t' 372.49/4 = 93.12 AVERAGE GRADE C 3� 0. 1p8.89, o` /V77,0915 93.12 + 25 = 118.12 MAX. HEIGHTALLOWED v z r 88°-w 117.76 = PROPOSED STRUCTURE HEIGHT O LAN6"cleanout SRD-35 03 N PRO E 5C E cR SEWER �1 (IN �.............. r OA '� ME l _ OT OPE. 5.60 W E ' NTRA Uc \ ` 30'DIS?E SAL REN .r�`w"�`r�. ISA.h-� i EXISTING u �l SIDE SEWER If re -using existing existing 8'x8' shed to be removed Coverage: proposed Contact: Site Plan: 1 inch = 20 feet Thomas Guide: Tax ID#: 00513100013805 Cory Homes Corp. Size: .5 Acres Garage: Owner/Applicant: Leah and Robert Rixmann 26231 72nd Ave. N.W. #102 Site Address: 7017 174th St. S.W. Parking Pad: 520 sf. Stanwood, WA 98292 Edmonds, WA 98026 E Deck: permeable w/ p. soil 504 sf. (360)629-5333 IMPERVIOUS SURFACE CALCS S 4ii. Notes: -All excavated material to be used on-site. -Less than 5,000 Board Feet of timber to be removed and retained on-site for personal use. -Prior to start of grading and/or building construction, erosion control measures will be installed as noted on site plan or as required by The City of Edmonds. -Permanent vegetative cover that can withstand severe weather conditions, such as heavy min and control soil erosion on all areas of land stabilization will be installed Q prior to final construction acceptance. Dirt Stockpile ® Existing Trees -Stockpile to be covered within 24 hours. � Area of Disturbance: Trees to be Removed -100 foot armored construction entrance to be at driveway. Silt fence: -Downspouts to tightline to drainage system. •I i Lot coverage 2838 sq.ft. Quantity of Grading BUILDING HEIGHT 350 cubic yards CALCULATION Lot size 21,780 sq. ft. 13 % 175 cu yd cut A = 86.56 BASIS OF BEARINGS 175 cu yd fill I�J B = 93.63 CENTERLINE OF 174TH STREET S.W. s C = 96.19 (RECORD OF SURVEY - VOL. 18, PAGE 81) 72. t D=96.11 t' 372.49/4 = 93.12 AVERAGE GRADE C 3� 0. 1p8.89, o` /V77,0915 93.12 + 25 = 118.12 MAX. HEIGHTALLOWED v z r 88°-w 117.76 = PROPOSED STRUCTURE HEIGHT O LAN6"cleanout SRD-35 03 N PRO E 5C E cR SEWER �1 (IN �.............. r OA '� ME l _ OT OPE. 5.60 W E ' NTRA Uc \ ` 30'DIS?E SAL REN .r�`w"�`r�. ISA.h-� i EXISTING u �l SIDE SEWER If re -using existing existing 8'x8' shed to be removed Coverage: proposed side sewer: 44'x 52' House: 2084 sf. Z z Garage: 670 sf. ¢ b-1308' Parking Pad: 520 sf. and a report must u-1270' Deck: permeable w/ p. soil 504 sf. = i Front Sidewalk: 25 sf. 83.8 TRENCH Rear Patio: permiable siltfence— firststep ------ paver in sand 450 sf. footing c` Driveway: 610 sf O Total: 3909 sf. IMPERVIOUS SURFACE CALCS S 4ii. Notes: -All excavated material to be used on-site. -Less than 5,000 Board Feet of timber to be removed and retained on-site for personal use. -Prior to start of grading and/or building construction, erosion control measures will be installed as noted on site plan or as required by The City of Edmonds. -Permanent vegetative cover that can withstand severe weather conditions, such as heavy min and control soil erosion on all areas of land stabilization will be installed Q prior to final construction acceptance. Dirt Stockpile ® Existing Trees -Stockpile to be covered within 24 hours. � Area of Disturbance: Trees to be Removed -100 foot armored construction entrance to be at driveway. Silt fence: -Downspouts to tightline to drainage system. •I i Lot coverage 2838 sq.ft. Quantity of Grading BUILDING HEIGHT 350 cubic yards CALCULATION Lot size 21,780 sq. ft. 13 % 175 cu yd cut A = 86.56 BASIS OF BEARINGS 175 cu yd fill I�J B = 93.63 CENTERLINE OF 174TH STREET S.W. s C = 96.19 (RECORD OF SURVEY - VOL. 18, PAGE 81) 72. t D=96.11 t' 372.49/4 = 93.12 AVERAGE GRADE C 3� 0. 1p8.89, o` /V77,0915 93.12 + 25 = 118.12 MAX. HEIGHTALLOWED v z r 88°-w 117.76 = PROPOSED STRUCTURE HEIGHT O LAN6"cleanout SRD-35 03 N PRO E 5C E cR SEWER �1 (IN �.............. r OA '� ME l _ OT OPE. 5.60 W E ' NTRA Uc \ ` 30'DIS?E SAL REN .r�`w"�`r�. ISA.h-� i EXISTING u �l SIDE SEWER If re -using existing existing 8'x8' shed to be removed exlstmg 3/4 114th proposed side sewer: 44'x 52' to be replaced sfr w/ U Q, basement :condition verified b-1308' m-1764' and a report must u-1270' ' proposed be provided - sfr bottom proposed per le of footing at 83.8 TRENCH patio 37.5' x 12' -r patio 37. 'x 1 siltfence— firststep ------ bottom of footing — _ = estimate at 85.8 second_ at 87.8 third at 89.8 proposed aggregate concrete driveway and parking pad 1,130 sq. ft. enc exlstmg 3/4 114th t side sewer: ,.F' . to be replaced " :r5,� ; AS i•!OT•ci property owner ; must have Q, :condition verified and a report must ' w; 1 be provided � —20' DS DISP�FtSAL proposed per le — to the City's TRENCH patio 37.5' x 12' -r patio 37. 'x 1 Public Works n ;' •.. — _ 450s .ft,--- ��P ' Department a contact at 4"ABS 425-771-0235 cleanout o p rn 3'from �� .so :�0' a�7 o ; . y5•, Proposed I` o Z D w 4 e I t id residence 1 s4 ` <.Q •y I 32, - I sfr to be proposed _ Z removed 1 slotted proposed existing deck E. lawn = s L ; 504 sq. ft. elevation )propose-- 86.00 I •o I area of �---- disturbance from 94.00 (garage I at S. sloping to DEC ` 25'DS DISPERSAL 93.00 at N. .daylight \` patio area at a ;5fl' e.so• o g 85.00 2a50•- ' . p• p 8 53.27' SD r v INLET , f, z N CB PROTECT N_ .. '...,.tG °J T R: proposed 1 1/4 {� N L SE. i 126• SLOPE... " waterline proposed exlstmg 3/4 114th asphalt apron z water meter 24' wide at street to be replaced w/ I" meter — I �,100sq. 5Fr:'yOQ 'existin an FENCE C r4 ;. ed ,.U'+ o parking area to •� TO BE USED AS TEMPORARY CONSTRUCTION ENTRANCE 1970 % NC4i MARK IKE'•1N PP -- C 1 0.00 rT —= = RESUB _ g' C FEB 2 2 2011 CR Scanned