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BLD2017-1005{ III ilk 3 i v�A OF E Mp � CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 c. 189 STATUS: ISSUED 10/16/2017 Permit #: BLD20171005 Expiration Date: 1(j,/-1&'018 Project Address: 17126 TALBOT RD, EDMONDS Parcel No: 27040700104500 %D�/0/c-ty STEVEN BOHRER STEVEN BOHRER STEVEN BOHRER 17126 TALBOT RD 17126 TALBOT RD 17126 TALBOT RD EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS, WA 98026 (206)412-8232 (206)412-8232 (206)412-8232 LICENSE #: EXP: O: DESCRIPTION DEMO / REBUILD EXISTING SUNROOM LIKE FOR LIKE. DEMO / REBUILD DRIVEWAY VALUATION: $5,376 PERMIT TYPE: Residential PERMIT GROUP: 04 - Altcration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: 0 X 0 FT. CODE: OTI'lER: ------- OTHER DESC: ZONE: RS-12 NUMBER OF STORIES: 0 1 VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: aISTING AREA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 PROPOSED ARFA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 3R.D FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 31ZD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 BEDROOMS: 0 BATHROOM& 0 BEDROOMS: 0 BATHROOMS: 0 REQUIRED: SE 25 PROPOSED: 25 REQUIRED: NE 10 PROPOSED: 10+ REQUIRED: NW 25 PROPOSED: 25+ HEIGHT ALLOWED:O PROPOSED:O REQUIRED: SW 10 PROPOSED: 10 SETBACK NOTES: Setbacks are to sunroom. East sunroom cave projects 30" into required street setback. South sunroom eave projects 12" into required side setback. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORESD 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 APPI-19AT4M NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 1W l� W IO 2-017 Signature Print Name n fte)/_7 Relegged By Date 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. UBC109/ IBC 101IRCI 10. a FIRE = APPLICANT = ASSESSOR VCITY STATUS: ISSUED BLD20171005 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. Checkthe 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. • 1) Driveway retaining wall must be less than 3' in height above original grade where located within a required setback area. • 2) Roof eaves above sunroommay not project more than 30" into a required setback. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRNATE 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 ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection 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 Preferred, and whether you prefer morning or afternoon. • E-Pre-Con for Driveway & ROW Work • E-Erosion Control/Mobilization • E Driveway Form & Slope Ver. • E-Engineering Final • B-Preconstrnction meeting • B-Setbacks • B-Retaining Wall • B-Exterior Wall Sheathing • B-Roof Sheathing • &Window Flashing • B-Height Verification • B-Fire Stopping • B-Framing • B-Building Final ' ° DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION Fst 18go 121 5 h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 9 Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 17126 Talbot Rd, Edmonds, Wa 98026 Parcel #: 27040700104500 Subdivision/Lot #: Project Valuation: $ $10,000 APPLICANT: Steven Bohrer Phone: 206-412-8232 Fax: 206-400-2699 Address (Street, City, State, Zip): 17126 Talbot Rd, Edmonds, Wa 98026 E-Mail Address: stevenbohrer@hotmail.com PROPERTY OWNER: Steven Bohrer Phone: 206-412-8232 Fax: 206-400-2699 Address (Street, City, State, Zip): 17126 Talbot Rd, Edmonds, Wa 98026 E-Mail Address: stevenbohrer@hotmail.com LENDING AGENCY: Phone: Fax: A ess (Street, City, State, Zip): E-Mail Address: CONTRQuOR: * Phone: Fax: Address (Street, City, Sta e, Zip): E-Mail Address: *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: City Business License #/Exp. Date: DETAIL THE SCOPE OF WORK: Demo/rebuild existing sunroom. Demo/rebuild driveway. PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: s . ft. Select Basement Type: Finished LJ Unfinished I't Floor: s . ft. Garage/Carport: s . ft. 2" Floor: s . ft. Deck/Cvrd Porch/Patio: _ s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: s . ft. Fire S rinklers: Yes L1 No U Retaining Wall: Yes LJ No Grading: Cut cu. yds. Fill cu.yds. Cut/Fill in Critical Area: Yes LJ No I declare under penalty of perjury laws that the information I have provided on this form/application 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: Steven Bohrer Owner ® Agent/Other ❑ (specify): Signature: Date: (-2 /2ij / / 7 FORM A L:\Building New Folder 2010\130NE & x-ferred to L-Building-New drive\Form A2014.doex Updated: 1/17/2014 City of Edmonds Critical Area Notice of Decision Applicant: go k-er Property Owner: o tf— Critical Area File #: v I-70 Permit Number: �LO 1-7 f 00 s— 1 _ParceNumber: -- -.- _ . - -- - - Z �o ya "7 00r n N n Project Description: ,J v--i (c) 0 r'l f- co', (`V.( 'Conditional Waiver. No critical area report is required for the project described above. 1. j There will be no alteration of a Critical Area or its required buffer. 2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or 23.80.040. 3. The proposal is exempt pursuant to ECDC 23.40.230. Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). ❑ Notice on Title. Critical area notice on title recorded under AFN Reviewer 11A ZZ, W �- Signature /© -5 / Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 1112912016 LvE*- l :I' 11 OCT 0 6 20V 17126 Talbot Rd Sunroom rebuild V-U'i p DEPARTMENT Attachment F - design notes Existing sunroom roof and windows are failing prompting this rebuild. The new plan involves a modified roof which is shorter at its' highest point than the existing sunroom roof. The sunroom roof is lower than the existing house roof at all corners (no increase to height calculations of the house). The roof (see roofing plan, Attachment A) will be framed with pressure treated (PT) beams to form a cantilevered roof extending 30" to the SE, and 1.5' to the SW. Beams used are 6x12 (approximately 20 lbs/lf), and 4x12 (approximately 13lbs / 10. Note that these notes have been modified from the original submission to reflect a substantially shorter overhang (2.5' instead of 7'), and metal flashing on the overhang to create a waterproof roof section. Since the will no longer be open areas in the overhang, a live load of 50psf (wet snow) has been assumed as worst case. With the additional live load, the 6x6 post loading is slightly higher, but still far below 2/3 of a conservative load capacity. Tipping moment for the structure has overall improved. - 18" overhang to SW and 30" overhang to SE will be covered with metal flashing. Modified roofing load calculations are presented below. - The 6x6 posts at the South and East corners carry the cantilevered load. Even with a conservative compressive PSI of 400 psi, these posts can carry 12000 lbs (far more than required for this installation, see Calc B and C). - Total uplift of 95 lbs at NW end of 6x12 PT beam on SW wall (see Calc D) is easily taken up by 2xTimberlok lags (400 lbs) from 4x12 beam on NW wall, as well as sheathing attachments to wall underneath. - Total uplift of 12 lbs at NW end of 6x12 PT beam on SE wall (see Calc E) is taken up by Spax lags into 4x10 beam. Calc A - Roof load - approximately 192 sf of roof - 14 - 2x10-14' = 5601bs - sheathing- 327 lbs - drywall - 422 lbs - roofing - 67 lbs estimate (use 200 to be conservative) - 50psf live load = 9600 - Total 11,109 lbs m5 U OCT 0 6 2017 Calc B - Load on post at South corner BUILDING DEPARTMENT - Y2 of cantilevered 4x12-16' to SW = 16*13/2 =104 lbs CITY OF EDMONDS - Y2 of roof live load for SW overhang = 50 psf *16*2 / 2 = 800 - 9' of 6x12-16' running on top of post = 9*20=1801bs. Note that this is a conservative number since there will be intermediate 2x6 framing members underneath this beam as well. - Part (9') of cantilevered 4x12-16'=1171bs - Y2 of 3x6-14'=14*5/2 = 35 lbs - Metal flashing, neglible. - Roof load Interior. While the PSL carrying the 2x10 roofing joists is attached to the post with an HUC610 hanger, much of the load is taken up with intermediate 2x6 framing members at either end of the garage and door openings. Notwithstanding, we will use Y2 roof load anyway. 5555 lbs - Roof load SE overhang. Less than 2' of the overhang to the SE will be flashed with metal. The rest of the roof load falls on the interior SE header/wall). 50psf*2*14/2 = 700 - Total = 7491 Calc C - Load on post at E corner - 9' of 6x12-16' running on top of post =180 lbs. Note that this is a conservative number since there will be Timberlok fasteners attaching this member to the interior wall as well. - Part (7') of cantilevered 4x12-16' = 91 lbs - Y2 of 3x6-14'=14*5/2 = 35 lbs - Roof load. While the PSL carrying the 2x10 roofing joists is attached to the post with an HUC610 hanger, much of the load is taken up with intermediate 2x6 framing members at either end of the garage and door openings. Notwithstanding, we will use Y2 roof load anyway. 5555 lbs - Roof load SE overhang. Less than 2' of the overhang to the SE will be flashed with metal. The rest of the roof load falls on the interior SE header/wall). 50psf*2*14/2 = 700 - Total = 6561 Calc D - Tipping moment (cantilevered section) on 6x12-20' beam on SE wall - Y2 cantilevered 4x12-16' to SW = 104 lbs @ 2.5' = 260 lb-ft - Y2 roof load to SW = 400 @ 2.5' = 1000 - 2' of 6x12-16' running on top of post = 401bs @ 2'/2 = 40 lb-ft - Part (9') of cantilevered 4x12-16' = 117 lbs @ 2 = 234 lb-ft - Y2 of 3x6-14' = 35 @ 1.5' / 2 = 26.25 lb-ft - SE Overhang roof load = 700 @ 1.5' =1050 - Total tipping moment for cantilevered section = 2610 - Tipping moment for section over wall -12.75 of 6x12-20' @ 12.75/2 = 1625 lb-ft NC 9 Beam must resist uplift of 985 lb-ft at NW end of beam (12.75' away). OCT O 6 2017 Total uplift=1207/12.75 = 771bs at NW end of beam BUILDING DEPARTMENT CITY OF EDMONDS Calc E - Tipping moment (cantilevered section) on 6x12-20' beam on NE wall - 2' of 6x12-16' running on top of post = 40 lbs @ 2'/2 = 40 lb-ft - Part (7') of cantilevered 4x12-16' =117 lbs @ 2' = 234 lb-ft - ih of 3x6-14' = 35 @ 1.5' / 2 = 26.25 lb-ft - SE Overhang roof load = 700 @ 1.5' =1050 - Total tipping moment for cantilevered section =1350 - Tipping moment for section over wall -12.75 of 6x12-20' @ 12.75/2 = 1625 lb-ft - There is no total uplift at NW end of beam even with full live load. Property Owner: Steven Bohrer Impervious Calcs: House = 2600 sf (includes garage). Notes: 17126 Talbot Rd Pool/patio = 1245 sf Erosion Controls measures to be Entry walkway = 263.5 sf installed consistent with City of Scale 1" = 20' Tax Parcel #27040700104500 Existing driveway impervious = 1160 sf (will be Edmonds standards as needed. Site Plan removed) T I = 5268 5 f ;ears t uto s tr i 0 ota existing Impervious s New impervious = 1500 sf _ Total impervious a er construction = 5608.5 If/f@plaCe all 5 = 11-t550 improvers IE stendar t 165 ft -no permiI{t. -ice all dam wto ilitie -�me + In Iht-a'-' . Yids that Is c us ed occur,. + itted project. Pool and patio I Master bed / family below Gas C=83.5' / Height Calcs Elevation datum point (+100') is top of sewer manhole on other side of Talbot Road at S comer of property: A=86' B=98' C=83.5' D=94.5' Average Grade = 90.5' Maximum allowed = 115.5' Height of sunroom at roofline = 108' SW Elevation drawings show height of new structure Dining OWNER/CONTHA CDR IS RESPONSIBLE —, FOR EROSION CON i ROL ANn DRAINAGE =., B=98' �N property _ line as determined by survey marker Existing driveway outli 40.1 ft Garage New Driveway M Entry 14.3 ft —Sunroom— 33.2 ft _ BW_Uild= : 1' - Kitchen M —existing— �- Foundation_ —to remain— ` _ D=94. ' —Water Meter (WM40 Sunroom eaves overhang w/metal roof SCANNrn Neighbors WM � CQ M1Y NE�b To I 2 T3E Ptt USTOW 7b q*TCH Neighbor; StbPE OF StCEtuAilL —parking pa RJ1f�F5. =(&fends tom APP RY EN i��R�N� Erosion Controls measures to be installed consistent / with City of Edmonds standards as needed.i Date:_ /D/,("1/v "OPY 9 z 19 Z� o 0 q A Talbot Road S centerline A 6 ft= fogline � o ' h ne/ {� .b = A�Q Sewer tormwater catch manhole basin-----. +100' RESUB OCT 0 6 2017 BUILDING DEPARTMENT CITY OF EDMONDS 17126 Talbot Rd Sunroom rebuild Attachment A - Roofing plan 0 N Existing Garage HUC612 Install inverted 30" Overhang / HUC610 \ 1\ 010 �BAR •0 VA 0 100�� 10. 10,�� ��� ��� 040 //, � �� ,- Ca 14ft3in FA 1SftAin Existing Kitchen Notes 2x10 roof joists attached to PSL header at SE with Simspon H1Z, and to LVL Header at NW with LUS21OZ. Top of LVL installed 4" below top of 4xl2 PT Beam allowing full nailing of hangers. 4x10 post notched to accept 4x12 PT Beam, 6x12 PT Beam lagged into post with 2-1/2"x10" Spax HCR lag bolt (shear capacity 2394 Ibs ea). 6X6 posts at East (1) and West (3) comers lagged to existing wall frame w/ 3 - 8" Timberlok screw. 2 screws in top 12" of post, and 1 screw in bottom 12" of post. PT Beams lagged to (minimum) every other existing wall stud with 8" Timberlok (6x12 beam), or 6" timberlok (4x12 beam). Beam/stud at outside comers will be connected with 2 Timberlok screws. HUC412 Header between E post (1) and south post (2) is 5.25" x 9.5" PSL. This beam is not treated since it will not remain exposed. Note also that while heavy duty hangers are used, this beam is partially supported by intermediate wall framing members. See SE Elevation. Timberlok screws are rated to (replace 3/8" lags) and have been measured to be 3/16" in diameter. Length of screw is limited since existing wall framing for attachment is 2x4 construction. Existing NW wall is insulated and sunroom will remain thermally isolated from the building interior. Tops of PT beams capped with 1/2" CDX and metal roofing/flashing. 2" wide strip of 1 /4" CDX attached at top of vertical edges to isolate roofing/flashing. Attached at drip legs with stainless steel rubber washer roofing screws. See detail below. Metal roof/cap detail R E V U B HUC412 Existing wall is insulated PT PT OCT 0 6 2017 BUILDING DEPARTMENT CITY OF EDMONDS Legend Area of new roof Existing Walls* 6x12 PT Beam 4x12 PT Beam 6x6 #2 or better post 4x10 #2 or better post N/ Scale 1/4" = 1' 17126 Talbot Rd Sunroom rebuild Attachment B - NE Elevation 30" Overhang Ceiling joists 00 20ft6in Existing door to garage Existing stemwall '*----4x10 notched to accept 4x12 beam and installed inside wall. 6x12 lagged to 4x10 with Spax 1/2lag bolts Notes: Remove damaged 3/8" plywood and replace with 1/2" CDX with similar nailing pattern. Install nail plates and blocking where necessary. Existing PT sill plate Interior T Floor elevation 13ft9in MOM O OCT 0 6 2017 BUILDING DEPARTMENT CITY OF EDMONDS Scale 1/4" = 1' 17126 Talbot Rd Sunroom rebuild Attachment C - SE Elevation 14fffiin Existing exterior wall to remain Existing PT sill plate 2x10 joists @ 16' 5.25x9.5 PSL Header attached to posts with HUC610 8x7 Garage door ext door Typical 2x6 wall framing including double 2x6 king studs at garage and door openings. 14ft3in Notes: exterior wall sheathing with 1/2" CDX will overlap existing wall to the NE. Existing wall has a similar door with 7' of glazing. Interior Floor elevation and exterior grade` OCT 0 6 2017 BUILDING DEPARTMENT CITY OF EDMONDS Scale 1/4" = 1' 00 17126 Talbot Rd Sunroom rebuild Attachment D - SW Elevation 30" Overhang Ceiling joists. le Elevation +108' (see Site Plan) Existing wall had 11' total glazing. Reducing the amount of New concrete retaining wall glazing should improve solar gain problems with the space. —Avg Grade +90.5' (see Site Plan) Do New 3' concrete retaining wall containing new driveway. #4 rebar @ 16" centers max horizontally and vertically. Rebar to be placed within 4" of wall edges. Rebar to be attached to existing stemwall with 6" hole/epoxy. Wall to extend minimum of 12" below grade. c_ ro MoEsuno O OCT 0 6 2017 BUILDING DEPARTMENT CITY OF EDMONDS Scale 1/4" = 1' 17126 Talbot Rd Sunroom rebuild Attachment E - NW Elevation CO 14ft6in 6xl0 LVL lag bolted to 4x12 beam to carry 2x10 joists Attach to existing wall with 8" Timberlok 00 installed inside existing 2x4 wall -- Notes: exterior wall sheathing with 1/2" CDX will overlap existing wall to the NE. �kifdherr9'd6r _ - Existing PT sill plat F-----lnterior sunroom Floor elevation and exterior grade` • Kitchen finished floor- - • - - - - • • - • • - OCT 0 6 20P Scale 1/4" = V "Lone, Corners lag` — s �n � ►'�` �ed R_,-- Z 5 — Front f i o-r v Sides Rear IV Other --------'" � Hei ht _— -�—' .a�,t'�: �y F�r�6�'dlirl CITY OF EDMONDS BUILDING DEPARTMENT WORK ADDRESS l l2(v [�15 iZp OWNER APPROVED DATE: 10 c Lo r —7 BLDG. OFFICIAL: PERMIT NUMBER