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BLD2017-1747liquil c-��-"Nfot CITY OF EDMONDS 121 5TH A VENUE NORTH - EDMONDS, W A 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 06/21/2018 Expiration Date: 06/21/2019. Permit#: BLD20171747 Project Address: 19128 92ND AVE W, EDMONDS \ --1 J\ k � �' COLLIN WOLFE COLLIN WOLFE COLLIN WOLFE 19128 92ND A'VT-- W 19128 92ND AVI-.W 19128 92ND AVE ' W EDMONDS. WA 98020 EDMONDS, WA 98020 EDMONDS. WA 98020 (201) 414-3327 (201 ) 4 14-3 3 2 7 (201)414-3 327 LICENSE EXP JOB DESCRIPTION REMODELKITCHEN, MASTER BATH AND MAIN BATH. REMOVEWALL AND INSTALLBEAM IN KITCHEN. REPLACE PLUMBINGAS NEEDED. EXTEND GAS SUPPLY. ADD KITCHENETTE DOWNSTAIRS FORFUTUREADIJ. VALUATION: $15.000 PERMIT TYPE Residential PERMIT GROUP: �f- Alteati.n/Remodel GRADING- N CYDS. 0 TYPE OF CONSTRUCTION. RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD. FENCE. 0 X 0 FT.) CODE: OTHER: ------- OTHER DESC: ZONE: RS- 12 NUMBER OFSTORIES: 0 VEST ED DATE: NUMBER OF DWELLING UNITS 0 LOT 4 LMSTING AREA BASEMEN 1 0 1 ST FLOOR. 0 2ND FLOOR 0 PRO POSED AREA BASEMENT 0 1 ST FLOOR 0 2ND FLOOR, 0 3 RD FLOOR. 0 GARAGE 0 DECK: 0 OTHER 0 —t3LRD FLOOR: 0 GARAGE 0 DECK: 0 OTHER 0 BLDROOMS: 0 BATHROOMS 0 1 BEDROOM S: 0 BATHROOMS: 0 FRONTSL'MACK SIDESETRACK REAR S E FBACK REQUIRED: PROPOSED: IkTQUIRED: IIROPOSED� IREQUIRED: PROPOSE.D: HEIGHT ALLOWED:0 PROPOSED 0 IRF-QUlRl:-7D: PROPOSED: I SETBACK NOTES- Interior remodel. No chanpe to existing. I AGREETO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THEWORK 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 DgIE AND ALL FEES ARE PAID. Signatur16 — / / Print -4 "mw 4A W-F swiloAm Date ed Date ATTENTION IT IS UNLAWFULTO USE OR OCCUPY A BUILDING OR STRUCTI'RF UNTIL A FINAL INSPECTION HAS BEEN MADE ANM APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANIED.UBC109! IBC I 10/ IRC I 10� FIRE APPUCANT ASSESSOR E)Ccrlry '41 STATUS: ISSUED BLD20171747 • Fin a I approval oil a project or fin a I occupancy approval must be granted b) the Build in,, Official prior to use or occupancy of' t lie build in U or structure. Check thejob card tbr all required City inspect ions includ ing Im a I pr(�Iect approval and flinal occupancN inspections. • Ail%- request for alternate des ion. niod ification, variance or other administrative deviation (lie re in after "variall cc") Iro ill adopted codes. ordinances or policies must be specificall�- 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 ail), plat or plan contain ing 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 oi'city code or state la\v does not approve ail\, items not to code speciiication. • Sound Noise originating fi-oni ternporary construction sites as a result of construction activity are exempt frorn the noise limits of'F.CCChapter 5.30 only during tile hours of 7:00am to 6:00pm on weekdays and 10:00arn and 6:00pm on Saturdays. excluding SLIndays and Federal I lolidays. At all other times the,loise originating from construction s ites.�activities must comply xvith the noise limits of'Chapter 530, unless a variance has been granted pursuant to F.CC5.30.120. • Applicant. on behalf ol'his or lier Spouse, heirs. assigns. and successors in interests. agrees to indennnill� delend and hold hamiless the Citv of Fdtlloi,ds, NVashinoton, its officials. employees, and agents fironi ail\- and all claims For damages of' xx,liatcvcr nature. arisim-, directly or indirectly from the issuance for this peniiit. Issuance of this pennit sliall not be deenied to niodif�-. NA-aive or reduce any i-eqL1i1-CnlCntS ol'any City ordinance nor limit in any way the Cit�'s ability to enforce any ordinance provision. INSPECTIONS T�IS PERMIT AUT�ORIZES 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 LIMIE SEE BCDC 19.00.005(A)(6) I TO SCHEDULE INSPECTIONS BUILDING 1. Go to: www.edmondswa.gov 2. Then: SeNces 3. Then: Perm its/Development 4. Then: Online Permit Info 5: If you don't have one already, create a login (upper right hand corner) 6: Schedule your inspection Building Department Inspections are now scheduled online, If you have difficulties, please call the Building Department front desk for assistance during office hours. (425) 771-0220 ENGINEERING (425) 771-0220 EXT. 1326 FIRE (425) 775-7720 PUBLIC WORKS (425) 771-0235 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 Preferred, and whether you prefer morning or afternoon. • 13-11reconstruction rnectin',:; • B-I'lunib 0-ound \Vork 13,11unib Rough In 13-6as Test Pipe P-Mcchanical Rough In B-Fire Stopping 13-Franlim-, 13-111SUlation Ellergy B-Buildino Final OV ED Al CITY OF EDMONDS 1215TH AVENUENORTH -EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 BUILDING APPLICATION ACCEPTANCE Friday, December 08, 2017 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: Your City Contact is: KRISTIN JOHNS Application Number: BLD20171747 Project Address: 19128 92ND AVE W, EDMONDS PROPERTY OWNER APPLICANT COLLIN WOLFE COLLIN WOLFE 19128 92ND AVE W EDMONDS, WA 98020 (201) 414-3327 19128 92ND AVE W EDMONDS, WA 98020 (201) 414-3327 Work Description: REMODEL KITCHEN, MASTER BA TH AND MAIN BA TH REMO VE WALL AND INSTALL BEAM IN KITCHEN REPLACE PLUMBING AS NEEDED. EXTEND GAS SUPPL)7 ADD K11TCHENETTE DOWNSTAIRS FOR AD U. Outstanding Items at Time of Submittal: It is anticipated that the following departments will be reviewing your application: Building Planning Engineering 11 Fire Please wait to re -submit corrections until after you have received comments from all reviewing departments. I HEREBY AC KNOWLEDGE THAT I HAVE READ THIS APPLICATIO N THAT THE INFORMATION GIVEN IS CORRECT ANDTHAT I AM THE PROPERTY OWNER, OR THE DULY AUTHORIZED AGENT OF THEPROPERTY OWNER TO SUBMITA BUILDING PERMIT APPLICATIO N TO THECITY. SIGNATURE (OWNER OR AGENT) PRINT NAME DATESIGNED To view up to date information about your application please visit the City ofEdmonds Development Services website at http://Www.edmondswa.gov. 11 1 DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION 1215" 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): 19128 92nd Ave W, Edmonds WA, 98020 Parcel #: 00-4346-000-051-02 Subdivision/Lot #: Project Valuation: $ 15,000 APPLICANT: Collin Wolfe Phone: (201)-414-3327 Fax: Address (Street' City, State, Zip): 19128 92nd Ave W, Edmonds WA, 98020 E-Mail Address: collin.wolfe@gmail.com PROPERTY OWNER: 19128 92nd Ave W, Edmonds WA, 98020 Phone: (201)-414-3327 Address (Street, City, State, Zip): 19128 92nd Ave W, Edmonds WA, 98020 E-Mail Address: collin.wolfe@gmaii.com LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* Owner Phone: Fax: Address (Street, City, State, 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: Remodel kitchen, master bathroom, and main bathroom. Includes rewiringand adding recepticles and lighting. Removing wall and installing beam in kitchen area. Replacing phiMining as needed, PVC drains and PEX water supply Extending 314" ciassupplyto reach new kitchen stove location. Adding kitchenette in downstairs living space. Not increasing square footage. PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: sq. ft. Select Basement Type: Finished LJ Unfinished LJ V Floor: sq. ft. Garage/Catport: sq. ft. 27 Floor: sq. ft. Deck/Cvrd Porch/Patio: q. ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: -sq. ft. Fire Sprinklers: Yes L] No 1 Retaining Wall: Yes 0 No E] Grading: Cut cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes L] NoE] I declare underpenalty ofpejjury 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 Edmonds. E Agent/OtherF Print Name: Collin Wolfe Owner (specify): Signature: Date: FORM A LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Fonn A2014.docx Updated: 1117/2014 0 V ED A, - DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION FORM A 121 5h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221 Equipment Type Appliance/Equipment Information (new and relocated) Total # Furnace Gas #—Elec #—Other:— # BTUs: <100k >100k— Location(s) Air Handler / VAV Gas #—Elec #—Other:— #—CFM: <10k >10k Location(s) (circle selected) AC / Compressor Boiler / Heat Pump Gas k_Elec k_Other:— #— BTUs:----<100k, __—_.100k-500k, ----500k-IMil Roof Top Unit HP: .<33 —3-15, _15-30 Location(s) (circle selected) Hydronic Heating Gas #_Elec #—In-Floor --�Wall Radiant_ Boiler BTUs:— Location Exhaust Fans (single Bath k—Kitchen Laundry # # duct) ---Other: Fireplace Gas #_Elec #_Other:— # Location(s)— Dryer Duct I Appliance Type Appliance/Equipment Information (new and relocated) Total 4— AC Unit BTUs: L-ocation(s): Furnace BTUs: Location(s): Water Heater BTUs: Location(s): Boiler BTUs: Location(s): Other: BTUs: Location(s):_ Fireplace/Insert BTUs: Location(s):— Stove/Range/Oven Kitchen Ranae Dryer Outdoor BBQ TOTAL OUTLETS I'Ll"AlBING FIXTURE COUNT Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) 2 Pressure Reduction Valve/Pressure Regulator Sink (kitchen, laundry, lavatory, bar, eye wash, etc.) 2 Water Service Line Tub/Shower 2 Drinking Fountain Dishwasher Clothes Washer Hose Bib Backflow Prevention Device (e.g. RBPA, DCDA, AVB) Water Heater Tankless? Yes [] NoE] Hydronic Heat in: Floor 0 Wall E] Floor Drain/Floor Sink Other: Refrigerator water supply (for water/ice dispenser) Other: FORM A LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Fonn A2014.docx Updated: 1/17/2014 Wilson & HAJ Project Job Ref. Consultant Engineers, LLC 19128 92nd Ave., W, Edmond, WA Section Sheet no./rev. 24620 Russell Rd,, Kent WA 98032 USA GL BEAM DESIGN 1 Calc. by Date Chk'd by - App'd by Date —1 I I HAJ 11/20/2017 � STRUCTURAL GLUED LAMINATED TIMBER (GLULAM) BEAM ANALYSIS & DESIGN (NDS) In accordance with the ANSI/AF&PA NDS-201 5 using the ASD method TEDDS calculation version 1.7.03 Load Envelope - Combination 1 0,657- 0.0- A ft 1 13 A I B klp_�ft Bending Moment Envelope 13.884- 13.9 0.0- ft 13 A 1 kips Shear Force Envelope 4.272- 43 0.0- -4.272- -4.3 ft 13 A 1 B Applied loading P K WAS'Y, Beam loads ,, 0 Dead self weight of beam x I A Dead full UDL 277 lb/ft Dead full UDL 370 lb/ft Load combinations 53164 Load combination 1 Support A Dead x 1 . Live x 1.00 Span 1 Dead x 1.00 Live x 1.00 Support B Dead x 1.00 Live x 1.00 TF. ru' C 3 7 -- -.'.) ON I LN 0 -b GI'jY 16-s V, iJ Wilson & HAJ Project Job Ref. Consultant Engineers, LLC 19128 92nd Ave., W, Edmond, WA Section Sheet no./rev. 24620 Russell Rd., Kent WA 98032 U.S.A. GIL BEAM DESIGN 2 Calc. by Date Chk'd by App'd by Date I I HAJ 11/20/2017 � I Analysis results Maximum moment Design moment Maximum shear Design shear Total load on member Reaction at support A Unfactored dead load reaction at support A Reaction at support B Unfactored dead load reaction at support B N --� 3.5" �— Mmax = 13884 lb—ft Mmin = 0 lb—ft M = max(abs(MmaAabs(Mmin)) = 13884 lb—ft Fma. = 4272 lb Frnin = -4272 lb F = max(abs(Fmax),abs(Frnin)) = 4272 lb Wtot = 8544 lb RA -max 4272 lb RA -min = 4272 lb RA —Dead = 4272 lb RB—max 4272 lb RB-mjn = 4272 lb RB Dead = 4272 lb Glulam section details Net finished breadth of sections b = 3.5 in Net finished depth of sections d = 12 in Number of sections in member N I Overall breadth of member bb N x b = 3.5 in Alignment of laminations Horizontal Stress class 24F-V4 SP/SP Tension parallel to grain Ft = 975 lb/in 2 Compression parallel to grain Fc = 1350 Ib/in2 Bending about X-X axis properties (loaded perpendicular to wide faces of laminations): Positive bending Fbx_pos = 2400 lb/in 2 Negative bending Fbx—neg = 1650 lb/in2 Compression perpendicular to grain Fc-perp = 740 Ib/in2 Shear parallel to grain Fv 210 lb/in2 Modulus of elasticity E 1700000 Ib/in2 Modulus of elasticity, stability calculations Emin = 900000 Ib/in2 Mean shear modulus Gdef = E / 16 = 106250 lb/in 2 Bending about Y-Y axis properties (loaded parallel to wide faces of laminations): Bending Fby = 1350 lb/in 2 Modulus of elasticity stability calculations Eyrnin = 790000 Ib/in2 Member details Service condition Dry Length of span Lsi 13 ft Length of bearing Lb 4 in Load duration Ten years Wilson & HAJ Project Job Ref. Consultant Engineers, LLC 19128 92nd Ave., W, Edmond, WA Section Sheet no./rev. 24620 Russell Rd., Kent WA 98032 U.S.A. GL BEAM DESIGN 3 Calc. by Date Chk'd by Date App'd HAJ 11/20/2017 Section properties Cross sectional area of member Section modulus Second moment of area Adjustment factors Load duration factor - Table 2.3.2 Temperature factor- Table 2.3.3 Flat use factor - Table 5A Bearing area factor - cl.3.10.4 Length of beam between points of zero moment For Southern Pine Volume factor - eq.5.3-1 Depth -to -breadth ratio Effective laterally unsupported span length Slenderness ratio for bending members - eq.3.3-5 Adjusted bending design value for bending Adjusted modulus of elasticity for member stability Critical buckling design value for bending Beam stability factor - eq.3.3-6 A N x b x d = 42.00 in2 Sx N x b x: d2 / 6 = 84.00 in 3 Sy d x (N x b)2 / 6 = 24.50 in3 Ix = N x b x d3 / 12 = 504.00 in4 ly = d x (N x b)3 / 12 = 42.87 in 4 CD 1.00 Ct 1.00 cfu 1.10 Cb 1.00 Lo 13 ft x = 20 Cv = min((21 ft / Lo)"'), x (12 in / d)"x x (5,125 in / b)"x, 1) = 1.00 d (N x b) = 3.43 le 12 ft Rb �[Ie x d / (N x b)21 = 11,877 Fb* Fbx-POs X CD X CMb X Ct X Cc = 2400 lb/in2 Eymin' = Eymin X CME X Ct = 790000 Ib/in2 FbE = 1.2 x Eymin'/ Rb 2 = 6720 Ibhn2 CL = [1 + (FbE / Fb*)] / 1.9 4[([l + (FbE / Fb*)] / 1.9)2 - (FbE / Fb') / 0.95] = 0.97 Bearing perpendicular to grain - cl.3.10.2 Design compression perpendicular to grain Fc-perp' = Fc_perp x Ct X Cb 740 lb/in 2 Applied compression stress perpendicular to grain fc_perp RB - max (N x b x Lb) = 305 Ib/in2 f�_p., Fc_perp' 0.412 PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending - cl.3.3.1 Design bending stress Fb' = Fbx_pos X CID X Ct x min(CL, Cv) x Cc = 2338 Ib/in2 Actual bending stress fb Mmax I Sx = 1983 lb/in 2 fb Fb' = 0.848 PASS - Design bending stress exceeds actual bending stress Strength in shear parallel to grain - cl.3.4.1 Design shear stress Fv'= Fv X CID X Ct 210 Ib1in2 Actual shear stress - eq. 3.4-2 fv 3 x F 1 (2 x A) 153 lb/in2 fv Fv' = 0.727 PASS - Design shear stress exceeds actual shear stress Deflection - cl.3.5.1 Modulus of elasticity for deflection Design deflection Total deflection E' = Ex x CME x Ct = 1700000 Ib/in2 8adm 0.004 x Lsi = 0.624 in 8b-sl 0.493 in k-si 8adm = 0,790 Wilson & HAJ Project Job Ref. Considtant Engineers, LLC 19128 92nd Ave., W, Edmond, WA Section Sheet no./rev. 24620 Russell Rd., Kent WA 98032 U.S.A. GL BEAM DESIGN 4 Calc. by Date by Date App'd by Date I HAJ 11/20/2017 �.Chk'd PASS - Total deflection is less than design deflection Main Floor: 3D Existing ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 1% 1 L L 19128 92nd Ave W, Edmonds WA 98020: Remodel Plans 1i IN 9 C.> a w VAN uj uj w ca C= 5z c1%j cc Go UJR ca ug Z U. c__3 uj Main Floor: Existing Layout (description of changes) t2� 130' 36' New kitchen cabinets, replace/repair plumbing for sink and dishwasher (1/2" PEX cold and hot supply and 1.5" PVC drain. New gas line for Range (3/4") 12 sq ft 458 sq ft Existing Stairs, new rai�llng 39 sci i73 sq It 13"Sq, ft, 60 sq I't 159 Sq ft Remodeling bathrooms, removing small master closet to create more space for master bathroom with large shower. Bedroom still retains closet on other wall. _t'�Ij J14' 160' 217 sq ft 200 sq ft Removing wall tetween kitch'e'n and dining fdbm. Kitchen ceiling joists ti6 into it, will recess a IBS sp ft beam support by posts at each end. Posts rest on Ill floor load bearing wall. Beam detail and fasteners are included in engineering pages T� ---- 19128 92 -d Ave W, Fdrond�, WA 98020 Rernode, Plars Main Floor: Proposed 6'. New kitchen cabinets, replace/repair plumbing for sink and dishwasher (1/2" PEX cold and hot supply and 1.5" PVC drain. New gas line for Range (3/4") 16, 124' 455 sq ft 187 sq ft 12 Sq ft 115 ft i Remodeling main bathroom but not changing locations of any plumbing 73 sq ft S8 Sq Ft Expandedi i 3ster bathroom by moving closet wall. Repairing z i J replacing plumbing as needed (PEX for 208 sq ft supply, PV( I or drains). Master Bedroom still has another cl( ; �t with lots of space. 60 sq ft 159 Sq ft 200 sq ft Removing wall between kitchen and dining room. Kitchen ceiling joists tie into it, will recess a beam support by posts at each end. Posts rest on 11t floor load bearing wall. Beam detail and fasteners are included in engineering pages I 19128 92nd Ave W, Edrrords WA 98020: Rerrocle� Plans Main Floor: 3D Proposed Kitchen cabinets and stove o this wall 19128 92nd Ave W, Edmonds WA 98020: Remodel Plans k (hW . (6w Ground Floor: 3D Existing 200 Amp Breaker Panel with 40 slots already installed/passed inspection IWater supply 19128 92nd Ave W, Edmonds WA 98020: Remodel Plans Garage 46W 46W Ground Floor: Existing Layout (description of changes) Ground Floor: Kitchenette Plumbing Proposed Sink plumbing for kitchenette - W' PEX cold water supply - Y." PEX hot water supply 1.5" PVC drain, slope X" per foot Installing sink for kitchenette (applying separately for Accessory Dwelling Unit/ADU). Yz" pex (hot and cold) and 1.5" PVC drain run to "Water Supply" location highlighted in red. Pipes are routed underneath the stairway an into utility room, Sink Drain will include will use Air Admittance Valve for ventWor apwb-& Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Official under an altemate method per UPC 301.2. Main Floor: Fire/CO2 Alarms / Electrical & Lighting Proposed I Will be a shower with glass wall, 3" curb, no tub I 20 Amp GFCl receptacles 0 0 0 r 0 1 50 Amp receptacle 73 =4 Or 5d!.4 Pt It for oven Dedicated 20 Amp 209 sq it appliance receptacles 0 0 0 I 0 LED recessed lights (vaulted ceiling is reason for so many lights) o 0 0 60 R Pendant lights Alarms all interconnected on 0 0 dedicated 15 amp circuit Smoke Alarms 84 6 rt 200 sq it CO/Smoke Alarms 0 0 139 Sq Current %" gas line is capped off here, but extending around 0 0 0 corner (dashed line) for new range location --- - - - - - - - - - - - 0 0 20 Amp receptacle for refrigerator 20 Amp in island 20 Amp receptacle for dishwasher, same circuit as range hood 0 0 0 20 Am p receptacle for range hood Plans Ground Floor: Fire/CO2 Alarms Alarms all interconnected to entire house on dedicated 15 ;,.rnp circuit Smoke Alarms CO/Smoke Alarms Ground Floor: ADU door and window sizes Living Window: Room Sill Height: 34" Size w x h: 68" x 44" 427 sq ft Entry Door Kitchen/ 5'wide opening Dining (double door with lock) Bedroom Window: 193 sq ft Sill Height: 34" Size w x h: 68" x 44" 92 sq It Laundry 119 Sq ft Phs�ft - A n a 8 sq ft Window: Sill Height: 45" Size w x h: 60" x 35" Window: Sill Height: 45" Size w x h: 34" x 34" 8 92nd Ave VV, Edrrond,, WA 98020 Re -nodef Pl.a--, Garage 607 sq ft 19128 92'd Ave W, Edmonds, WA 98020 Site Plan, scale 1" = 20' Existing Structure 0.28 acre property 2840 sq ft building /') - , Oc" 53' Gas Service ADU Entrance ? 19128 92nd (lower level) Av*mw W*W Main Entran ce Electrical service (upper level'i 192nd PI SW Dc,ors level) Driveway with room for 6 vehicles, leads to 2 car garage Water Service 0 0 rem 192nd PI Sw M R-0 E-1 N) OHorT M =1 � 1417-111111 z MITITINAIMPRIa THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2015 IBC AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FORANY WORK KNOWINGLY PERFORMED CONTRARYTO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL r)IMFNqI0N.-, IINCLUDING ROUGH OPENINGS)AND CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. DESIGN CRITERIA: 2015 IRC AND IBC ROOF: 25 PSF SNOW LOAD *8 PSF TOP CHORD DL. *7 PSF BOTTOM CHORD DL. *5 PSF NET WIND UPLIFT FLOOR: 40 PSF LL. *10 PSF TOP CHORD CL. *5 PSF BOTTOM CHORD DL. SOIL: *1500 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION FROST DEPTH: *18" SEISMICZONE: D. WIND: 110 MPH (110 MPH 3 SEC GUST), EXPOSURE B. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. CARPENTRY: OLULAM BEAM DE516N Layout Paqe Table Label Title Description Comments S-1 GENERAL NOTE IS-2 EXT. & PROPOSED PLANS 14z-,:l MC:ARA MC717AII SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(l). PLYWOOD PANELS SHALL CONFORM TO THE REQLJIRFMENTS OF "US PRODUCT STANRARD PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" ORAPAPRP-108 PERFORMANCE STANDARDS. UNLESSNOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/81, SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL ROOF SHEATHING AND SUB -FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPTAS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING ATALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(l). V BY� PLUANNIJN, GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, NAILING NOTES: (PER IRC TABLE R602.3(JU "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF JOIST TO SILL OR GIRDER TOE NAIL (3)-8d CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR BRIDGING TO JOIST TOE NAIL EA. END (2)-8d FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SOLE PLATE TO JOIST OR BLK'G FACE NAIL 16d @ 16 "OC ;.-*,on(: Com Comer SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: STUD TO SOLE PLATE (2) 16d TOE NAIL (4�8d, END NAIL aq�AS_ks ftuired er _LF1A8Jj_! COMBINATION TOP PLATE TO STUD END NAIL (2)-16d Front DEPTH SYMBO SPECIES USE -ALL 24F - V4 DF/DF (SIMPLE SPAN) DOUBLE STUDS FACE NAIL 16d @ 24" OC Sides Wy-6—jj?t--ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) DOUBLE TOP PLATES FACE NAIL 16d @ 16" OC 11-N CONTINUOUS HEADER, TWO PIECES 16d @ 16" OC ALONG EA. PR EMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN EDGE BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d @ 16- OC ALONG EA. EDGE TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (2)-16d CEILING JOISTS TO PLATE CONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONS CEILING JOISTS TO PARALLEL RAFTERS RAFTER TO PLATE 1 " BRACE TO EACH STUD AND PLATE BUILT-UP CORNER STUDS 2" PLANKS 1/2" PLYWOOD ROOF AND WALL SHEATHING Oc 3/4" PLYWOOD SUBFLOOR Oc TOE NAIL (3)-8d TOE NA "" Other ----ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, ORAN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE 7 Height CAPABLEOF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISITJOB ----------SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCH ITECTIENGIN EER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. FACE N kIL (3)-10d CITY OF EDMONDS FACE N UL (3)-10d TOE NA L (2).16d BUILDING DEPARTMENT FACE N MORK. -P, i4ehe n, Beivyu -t-- 10d@2 �Pe (2)-16dU0DW'SS IqIZS Q��Ad azv EDGES 3CF@ 6" OC - --$&a INTE -\11IF-LARI " SO �,w_ M APPROVED DATE: EDGES �SWGP.cOFFICIAL INTEPMEDIATE 8d @ 12" 2x MULTIPLE JOISTS - STAGGER @ 15" OC W1(2) @ EA. END OR SPLICE (3) OR FEWER 16d NAILS (4) OR MORE 112" DIA M.B. W/ WASHERS PERMIT NUMBER BI-D,2,01 -7 / 74-7 LUMBER SPECIES: A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF42. D. ALL STUDS TO BE DF#2 OR BETTER, E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 1/2" CDX INT-APA RATED 32/16. WALL SHEATHING SHALL BE 112" INT-APA RATED 32/16 OR 7/16" OSB. FLOOR SHEATHING SHALL BE 3/4" T & G INT-APA RATED OSB. F. 'I'JOISTS SHALL BE MANUFACTURED BYTRUS JOIST OR ENGINEER APPROVED EQUAL. 4 G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. CITY tk 12111-1 '20B oy IDL'L. w LEL-LLLLJ E Lu z Lu z SCALE: IXM AL LU 73 T�j 180$Oft 163 sq ft cl ft CA 0 LT7t Ck ul 06 6L BEAM LOCATION Kz Ift >3iM qft 11/22/2017 . . ! — . �s i, ----J Lw_i ROOF LEVEL 9 COLUMN CAP FLOOR LEVEL RPI3Z Installation on Wood BA5EMENT LEVEL" 1 7 11> A55UMED UND15TURBED 501L UNDER THE FT& 3.511 x12.0", 24F-V4 OF/OF OL BEAM COLUMN CAP BOTH 51DE5 CCa5-65052.5 1^1 It 1&% 1 1 A I I,,') 1 111111 ItM= A V-J K v % I ul— I IT ^14 1 Iz U"rl%lll (101/4"x2 1/2"!505/COLUMN NEN 4"x4" COL. 5/6" ANCHOR (2) TIE FLOOR TO FLOOR-2 51OF-5 HOU2-5D52.5 5EE DETAIL5 EXT. 2X FLOOR J015T NEYq 4"A" COL. (3) 2x 5TfF F E N E R5 EXT. V�ALL PANEL DETAIL NOT 5HOVqN E> NEN 4"x4" COL. 2/FO5T BA5E PR5Z BOTH SIDE5 " (4)1/4x3"5D5 BA5E (4)1/4xl 1/2"5D5 COLUMN 1c, v NEN 4"x4" COL. Ag6UMED E9T. V4ALIL FOJNDATION P jXN1 AL 01F W 5.3 164 own %� �#Wvm L EN"" N1 R EXTERIOR Y4A L Vertical wood — member thickness 0 -0— Studs/posl Threaded rod Roor joist 2-2� blocking Typical HDU Tie Between Floors FLOOR TO FLOOR HOU 2 K 5/5" ANCHOR BOLT 6-505 1/4"x2 1/2" 5EE BIMP50N IN5TALLATION NOTE5 OL BEAM DETAIL5 1/2 in = 1 ft - Lu (n Lu m Z 0 u < Cn 5; Lu �u C� r- 4) CIS! 0 E Lu ul Up GENERAL NOTES LIFE SAYETY NOTES (continued) FRAMING NOTES (continued) Nothing in this pen -nit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or 1condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activiiy are exempt irom the noise limits only during the hours of 7:00am to 6:00pin 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, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & 1/2" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a pen -nit occur. Smoke alarms shall be hard -wired with battery backup, and when more than one smoke alarrn is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector, 11RC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or lwhen one or more sleeping rooms are added or created. IRC R315 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square foot. PC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or 11 or of equivalent graspablity. IRC 311.7.8 one operable escape window in the basement, habitable attic and in each sleeping room meeting all of the following requirements: -An operable area of not 'less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) -A minimum clear opening height of 24 inches -A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the bottom of the cIe&r opening. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R- 10 insulation provided throughout the entire slab area. ,IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3 " clearance to earth, 1- 1/2" to form -work for reinforcement. R403.1.3 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and Yx3"xO.'2129" washers ,unless engineered. IRC R403.1.6 FRAMING NOTES Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 oists less than 18" and beams less than 12" to grade and all wood �xposed to weather shall be preservatiwtreated or naturally esistant to decay. IRC R317 IBC 2304.11 oists shall have not less than 1.5 inches bearing on wood or metal nd 3 inches on concrete. Joists shall be prevented from rotating .t the ends and at intermediate support by approved hangers, 2 h nominal blocking, or attachment to a rim board. C 502.6/502.7 IBC 2308.8 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(l), or cripple walls shall be constructed of solid blocking. Cripple walls Ishall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. Truss layouts showing girder trus s/hip-m aster locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and Joists may be notched in the outer thirds of the span with a maximum notch depth 1/6th and a notch width 1/3rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a l6ga. strap, 6 inches past and fastened with 8- 1 Od nails at each side of .the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"00" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding ,surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 11150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or 11 vapor barrier is installed on the warm -in -winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. Z E LU Ln > C) V) E CL bU 0 r_ OV F.[)41 A ,,P, Z Z Z Z 0 W1 MECHANICAL N WES FLUMBIIN(i INU4h,"S NKh-KAIEV WINNIRUCTWIN Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"x3O" level working space shall be provided in front of the control side to service appliances. In attics and underfloor areas a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. IRC M1305 IMC 306 NEC 422.31(B) Provide the combustion air required for the proper operation of the appliance(s). The minimum required volume per the standard method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Fuel -fired appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific installation requirements are met. IRC G 2406.2 G2407.4 G2407.5.1 11FGC 303.3 304.4 304.5 1 An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 Provide required makeup air in the laundry room. Louvered doors or opening s/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .0 1 6-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IIRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or 1 1/2 times the operating pressure, whichever is greater, for a minimum of 15 minutes. Piping embedded in concrete shall be pressure tested prior to the placing of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209� Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building TnSDector on a case by case basis. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a inimum 3/4" drain and the drain shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 409 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum ol 1/4" and a maximum of 1/2". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep holes in the sub -drain clamping ring from clogging. UPC 408.5 - 408.7 [Kfa�ing shut-off required on water supply line. UPC 606.2 ; Pressure reduction valve on main water supply line required by City code. Vent hot water tank relief valve directly to the outside. UPC 608.5 lot water heater must be seismically anchored or strapped at oints within the upper one-third and lower one-third of its ertical dimensions. At the lower point, a minimum distance of 4" iust be maintained above the controls with the strapping. 507.2 All pressure absorbiner devices (e.g. air chambers, mechanical t� devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 JMinimum I " air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603-5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Dwelling/garage separation shall be maintained by installing 1/2" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1. 1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 Draftstops shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq. ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: I.Celling is suspended under the floor framing. 2.Floor framing is constructed of truss -type open -web or perforated members. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL REQUIREMENTS Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. .0 t CD Z 00 E CU C) E U a Of 4, Ar, Z CN 2