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HomeMy WebLinkAbout314 N French Ave_BLD2876_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED i ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 1 '1>J�l� AM PM DATE: JOB ADDRESS: '/, ( r1 LOT#: PROJECT: TYPE OF INSPECTION:- OTHER: Cl NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTilCT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION r �. 6 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY, - FOR INSPECTION CALL: 360-403-3417 INSP'kCTOR DATE Cl PLANNING M CIVIL 0 BUILDING CITY OF ARLINGTON NOTICE �►o _ 4 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY OAPPROVED PERMIT#: �S I�/P I AM/PM tDATE: f (D Za JOB ADDRESS: �lyi T�, ':V ax V. , LOT#: PROJECT: Cma-se S TYPE OF INSPECTION: COIkl ,CM J�W6&01 --W10aG�- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 O INSPECTOR DQT 0 M PLANNING Cl CIVIL I�BUILDING • 6 CITY OF ARLINGTON NOTICE s TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY XAPPROVED PERMIT#: _ _ , l,: iAm/ISM i DATE: "L i OB ADDRESS: �:> l l.- I- ,, LOT#: PROJECT: TYPE OF INSPECTION:` OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. S FOR INSPECTION CALL: 360-403-3417 %%r INSPECTOR DATE / M PLANNING M CIVIL /BUILDING CITY OF ARLINGTON • • NOTICE TO PERMITEE AND/OR OWNER o ❑ ,PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY p'APPROVED PERMIT#:V:11�-ZL-24 AM/PM DATE: 1, 1 JOB ADDRESS: Tail KI fa�� y E( 1*1i ILOT'#: PROJECT: (� I11� TYPE OF INSPECTION: _-_hV► Lt to OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ' O PLANNING O CIVIL ?/BUILDING CITY OF ARLINGTON 79iwti I I NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY OAPPROVED PERMIT#: _ (AM;%PM DATE: OB ADDRESS: V, F i+ V1 LOT#: PROJECT: f r l{ TYPE OF INSPECTION: J- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ► ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION lrCx'S (04- o k T e PD l) e ► THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. - FOR INSPECTION CALL: 360-403-3417 7 INSPECTOR DATE 1 O PLANNING Cl CIVIL i `BUILDING CITY OF ARLINGTON ' NOTICE s TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 71 APPROVED PERMIT#: DATE: JOB ADDRESS: ILOT#• PROJECT: 4'1r�>( {� •� TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING a CIVIL 71 BUILDING CITY OF ARLINGTON i 0 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 77 APPROVED PERMIT#: Y L-VL M .PM I'; DATE: Z`V-Z_oz_o JOB ADDRESS: � [. { r LOT#: PROJECT:/ {.fftK_k TYPE OF INSPECTION: -:11 _iF 1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION ���-=�lw` ��t ► ��-ice- � ,fir>� 'r. ' 7 ,� � THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. S FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING Cl CIVIL -1 BUILDING CITY OF ARLINGTON '� `' NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: kit , a t In AM M DATE: JOB ADDRESS: �°�I lI 1,1 r J(�j AQJ LOT#: PROJECT: tj )K_C TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. Cl WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION M ISMI K &- -reuS S. T3P�tG�1.I C - THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY, S FOR INSPECTION CALL: 360-403-3417 0 2oc7 INSPECTOR DATE, Cl PLANNING Cl CIVIL /BUILDING CITY OF ARLINGTON '� . NOTICE s e TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#:i"A AM/PM DATE: JOB ADDRESS: 2 4' 1( 1- ( j V't ti1L tj LOT' #: PROJECT: TYPE OF INSPECTION: I "4:111bliki " VIAA r1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DA1 L� Cl PLANNING p CIVIL -1 BUILDING '�• CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY /APPROVED PERMIT#: t!J- f`z`j l lO AM/¢M } DATE: Z 0 JOB ADDRESS: l I/I �I LOT#: PROJECT: (+lA--_. TYPE OF INSPECTION: f:Jii , OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 /Z-a INSPECTOR DATE V�j 5 O'er• Cl PLANNING Cl CIVIL BUILDING CITY OF ARLINGTON `' '' r 0 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY p APPROVED PERMIT#: lam'` 1 uc7��P� AM pk,-" DATE: JOB ADDRESS: LOT#: PROJECT: (i-I A,- TYPE OF INSPECTION: VQJLil OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. S. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE/ O PLANNING 0 CIVIL 17 BUILDING • CITY OF ARLINGTON ' , { NOTICE 0 TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY p APPROVED P _ PERMIT#:_fl,/- - AM/OM ) DATE: .Z(�•ZC?Z�� JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. S FOR INSPECTION CALL: 360-403-3417 INSPECTOR DAT9 f O PLANNING Cl CIVIL 1 BUILDING CITY OF ARLINGTON 0 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: - LUT'M�,PM DATE: 14. -w JOB ADDRESS: 1 �1 �._ , J y p v r V\ #; PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION A1L=r THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE `K t' q� O PLANNING 0 CIVIL BUILDING CITY OF ARLINGTON ' • i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY _APPROVED PERMIT#: ��;� AM PM DATE: OB ADDRESS: `A tl 1',' �_ye u ( V\ LOT#. PROJECT: I,i(( '�l �;Y',+— TYPE OF INSPECTION: 111,t L I i n n OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION . ( I THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DAT Cl PLANNING M CIVIL /BUILDING CITY OF ARLINGTON '�< • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: j_ I V I AM PM DATE: 1 L- , 1 JOB ADDRESS: 01 ,,]] LOT#: PROJECT:TYPE OF OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 14 . THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 _ SA-2-- INSPECTOR DATE Y �A 0 PLANNING Cl CIVIL / BUILDING CITY OF ARLINGTON . CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:314 N French Avenue Permit#:2876 Parcel#:00529900400600 Valuation:382000.00 OWNER APPLICANT CONTRACTOR Name:GCGC INVESTMENTS LLC Name:[Company Name] Name:John Piazza Jr.Construction&Remodeling Address:21705 88TH DR NE Address:[Company Address] Address:224 Stewart Rd,#130 City,State Zip:ARLINGTON,WA 98223-8940 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Mount Vernon,WA 98223 Phone: Phone:360-661-7174 Phone:360-661-7174 LIC:JOHNPPJ895RM EXP: 12/15/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: I CONST.TYPE: `1B DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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 ARE PAID. 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. IBC110/IRC110. SALES T X T! :Sales tax relating to construction and construction materials in the City of Arlig on must be report on your sales tax return form and c Ci f on#3101. 4/oh, ignature Print Name Date fe-asl Date CONDITIONS SEE RED-LINED DRAWINGS. ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ON SITE FOR INSPECTIONS. CALL FOR INSPECTIONS. STREET TREES ARE REQUIRED ON N FRENCH AVENUE. ANY BROKEN OR NON-ADA COMPLIANT SIDEWALKS MUST BE REPAIRED OR REPLACED. REMOVAL OF THE DRIVEWAY DROP MUST BE REPLACED WITH CURB, SIDEWALK AND PLANTER STRIP. ACCESS SHALL BE PAVED. 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 FEES Date Description Fee Amount 12/02/2019 Building Plan Review Fee $2,466.72 12/02/2019 Building Permit Fee $3,794.96 12/02/2019 Furnace $25.00 12/02/2019 Heat Pump $25.00 12/02/2019 Mechanical Fee(Enter Fixture Fee) $50.00 12/02/2019 Mechanical Permit Base Fee $25.00 12/02/2019 Park-Community SF $1,662.00 12/02/2019 Park-Mini SF $484.00 12/02/2019 Plumbing Permit Base Fee $25.00 12/02/2019 Plumbing Permit Fee(Enter Fixture Fee) $156.00 12/02/2019 Processing/Technology Fee $25.00 12/02/2019 State Building Code Surcharge Fee $6.50 12/02/2019 Traffic Mitig i-City $3,355.00 12/02/2019 Water Heatb, $25.00 12/02/2019 Gas Outlets Base Fee 1 to 5 $10.00 12/02/2019 State Building Code Surcharge Fee $6.50 12/02/2019 Park-Community SF ($1,662.00) 12/02/2019 Park-Mini SF ($484.00) 12/02/2019 Traffic Mitigation-City ($3,355.00) Total Due: $6,640.68 Total Payment: $0.00 Balance Due: $6,640.68 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ♦ ��o���� �� M��JoCZ r Permit#: 2876 Permit Date: 10/29/19 Project Name: Chase Site Address: 314 N French Avenue Company/Applicant Name: Mike Yarrow Company/Applicant Address: 224 Stewart Rd, #130 City, State, Zip: Mount Vernon, WA 98273 Contact: Mike Yarrow Phone: 360-661-7174 Email: mike@piazzaconst.com Permit Type: Single Family Residence Valuation: 382000.00 Square Feet: 2424 Number of Stories: 1 Type of Construction: VB Occupancy Type: R-3 Proposed Use: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GCGC 111 Single Family 00529900400600 314 N FRENCH AVE INVESTMENTS Residence- LLC Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License John Piazza Jr. 224 Stewart Rd, Construction& Mike Yarrow 360-661-7174 #130 CONTRACTOR Remodeling Plan Reviews Date Review Type Description Assigned To Review Status y 10/29/2019 BLD Building In Review Fees Fee Description Notes Amount Building Plan Review Fee 345.83.00.00 $2,466.72 Total S2,466.72 Uploaded Files Date File Name 10/29/2019 5820327-Chase Sheet I Site Plan,Elevations R101519.pdf 10/29/2019 5820326-Chase SFR Application.pdf 10/29/2019 5820325-C'hasc 8.5x1 I Site Plan 1082919.I1If 10/29/2019 5820324-Chase Sheet 7 Electrical Plan,Cabinets R 102319,pdf' 10/29/2019 5820323-Chase Sheet 6 BWP&Calculations R082919,1Ldf 10/29/2019 5820322-Chase Sheet 5 Roof Framing Plan R082919.pdf 10/29/2019 5820321-Chase Sheet 4 Floor flan,Notes RI02319, ddf 10/29/2019 5820320-Chase Sheet 8 Sections,Details 082719.pdf 10/29/2019 5820319-Chase-City Of'Arlignton Watcr bill.pdf 10/29/2019 5820318-Chase Sheet 3 Floor Framing lat,Notes R082919.pdf 10/29/2019 5820317-Chase Sheet 2 Foundation Plan,Notes R082919.pff � r�, RESIDENTIAL PERMIT APPLICATION IN Department of Community & Economic Development Y� O City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 314 French Ave Plat: McMahon's _ 0 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1 S' Floor: 1820 2"d Floor: Garage: f� Total SF: Describe Proposal (include cross street): Construct 1820 SFR near the corner of E 3rd and French Ave Valuation: $382,000.00 owner:Gene & Gloria Chase Address: 21705 88th Dr NE City: Arlington State:WA Zip Code:98223 _ Phone: 425-231-4600 Email: happyhuskie@aol.com Applicant: Mike Yarrow Address: 224 Stewart Rd #130 City: Mount Vernon State: WA Zip Code:98273 Phone: 360-661-7174 Email:mike@piazzaconst.com Contractor: John Piazza Jr. Construction & Remodeling _ Address: 224 Stewart Rd #130 City:Mount Vernon State:WA Zip Code:98273 Phone: 360-424-3547 Email: mik@piazzaconst.com Contact Person: Mike Yarrow License Number:johnppj895rm Expiration: 12-15-2019 6/16LP Page 1 of 3 l Y RESIDENTIAL PERMIT APPLICATION ® Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved} (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 1 C6 Sink (1.5) x 5 ❑ Shower (2.0) x 1 ❑ Lavatory (1.0) x l� Clothes Washer (4.0) x 1 Water Closet (2.5) x 2 (� Dishwasher (1.5) x 1 Water Heater x 1 I� Hose Bibb (2.5) x 3 Water Heater Model # ❑ Other (list) x Nortiz NRCP 1112 Plumbing Section Continued Proposed Water Piping Size: 1/ Proposed DWV Material: Proposed Piping Material: Pex Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 i 1 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# Bryant 915SB3004OE14 AFUE 95% Heat Pump Model# 2'Bryant CNPVP3014ALA SEER 16 HSPE #1 ❑ AC Unit Model# SEER Type II Hood Commercial Cooking Appliance U Hydronic Piping ❑ Boiler U Solid-Fuel Appliance ❑ PV System Fireplace Insert /0 Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove 1 Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ Black Iron & Pipe Material: CSST Pipe Size: 1" Total BTU's of all Appliances: 105000 BTU Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: eo,soo«e, Date: 10/25/2019 Print Applicants Name: Mike Yarrow Received OCT 2 6/16LP Page 3 of 3 0 Labor&Industries(b_tl I H gg,) Contractors JOHN PIAZZA JR CONST/RMDLG INC Owner or tradesperson 224 STEWART RD SUITE 130 Principals MOUNT VERNON,WA 98273 PIAZZA,JOHN JOSEPH JR,PRESIDENT 360-424-3547 SKAGIT County PIAZZA,KIMBERLY ANN,VICE PRESIDENT PIAZZA,DOROTHY ANN,MEMBER (End: 11/06/2013) Doing business as JOHN PIAZZA JR CONST/RMDLG INC WA UBI No Business type 603 160 651 Corporation Governing persons KIMBERLY ANN PIAZZA JOHN JOSEPH PIAZZA JR; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. JOHNPPJ895RM Effective—expiration 12/14/2011-12/15/2019 Bond Developers Surety&Indem Co $12,000.00 Bond account no. 254747C Received by L&I Effective date 12/14/2011 12/07/2011 Expiration date Until Canceled Insurance Kinsale Insurance Company $1,000,000.00 Policy no 0100064429-1 Received by L&I Effective date 12/06/2018 12/13/2018 Expiration date 12/13/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&1 Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. Help us improve h 1 11 Fr License Violations Infraction no. EROZO00472 Satisfied Issue date RCW/WAC 03129/2018 19.28.041 RCW Violation city Violation amount MOUNT VERNON $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising,installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EROZO00473 Satisfied Issue date RCW/WAC 03/29/2018 19.28.101 RCW Violation city Violation amount MOUNT VERNON $250.00 Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Infraction no. - EROZ000474 Satisfied Issue date RCW/WAC 03/29/2018 19.28.271 RCW Violation city Violation amount MOUNT VERNON $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work.For employing ZINNGRABE,CORY JOHN Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 228,788-00 Doing business as JOHN PIAZZA JR CONSTRUCTION& Estimated workers reported Quarter 3 of Year 2019"21 to 30 Workers" L&I account contact T5/DESTINY MASTELLER(360)902-4873-Email:ADAF235@lni.wa.gov ,c - i ti s i it Public Works Requirements 1 Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety& Health Check for any past safety and health violations found on jobsites this business was responsible for Inspection results date 10/23/2014 Violations Inspection no 317608487 Location 13155 Avon-Allen Rd Mount Vernon,WA 98273 ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. a" W�1:whmttuan" Help us improve .- "�� I RESIDENTIAL PLAN; PLAN REVIEW Owner Chase Address 314 N French Av Building Type Single IX ilDuplex _Townhouse Type of Work Existing New X Reviewed By V-p Date � 1_1, t i lee Design Criteria 301.1 Engineered Prescriptive _ 301.2 Loads:Tables 301.5-301.7 es / No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 _Townhouse Separation Yes No 302.5.1 Garage Openings: 20-minute door w/closer iYes No 302.6 Garage Separation Yes No Footings and Stem Walls 401.4.1 Soils:Geotech o Prescriptive 403.1 Footings: (2)#4's continuous Yes No No L T403.1 !Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3.2 'Vertical Reinforcement:#4 @ 4'/hook Yes ✓ No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes a0 No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' -- Yes No 403.1.7.1 Clearances from Slopes Yes No 404 _ _Foundation Walls(see Tables) Yes ✓ No .1.3.3.7.3 Wall Openings:Verts within 12" ea.Side Yes No 405.1 Foundation Drainage or exception _ IYes No 406.1 Damproofing(basement) Yes _ No 407 Columns:4 X 4 and R317 Yes A-- No 408.2 Crawl Vents 1:150 and 3' of corners Yes No 408.3_ i Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes I No Architectural 303 Light/Ventilation:8%and 4% Yes l,"l No 303.4 Whole House Fan Yes No 303.3 Bathrooms: 3%or 50cfm Yes No 303.7 Stairway Illumination Yes No 304.1 Habitable Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. _ Yes No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2.2 Window Sill Height: Max.44" _ 310.2.3 Window Wells Yes No Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes df I No 311.3 Landings: TX 3' min. Yes r j No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. i ;Yes No 311.7.2 Headroom 6'-8" min. Yes No 311.7.5.1 Stairs:7 3/4" Max/10" Min. Yes No 311.7.8 Handrail Profile Yes No 311.7.8 1 Handrails-4 plus risers Yes No 311.8 Ramps IYes No 312.1.1 Guards-31 plus inches Yes c — No 312.1.2 Guard Height-36-inches min. Yes No 314 (Smoke Detection _ Yes No 314.3-#4 ,SD: 3'outside of Bathroom Yes No 315 'CO Detection IYes iO No 316 Foam Plastic i _ Yes r No 320&321 Adult Home/Day Cares Yes No Floor Systems 502.3 _ Allowable Joist Spans or TJI's Yes --'No 502.10 _ Headers/Openings Yes— No 502.11 Trusses or Rafter/Joist. Yes .0- No 502.12 Draftstopping: 1,OOOsf max. Yes �No 504 Pressure Treated Wood Yes INO 506 Concrete Floors: 3.5 inches min. 1 Yes jNo 507.2.1 Deck Ledger Connection Yes j No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes jNo Wall Systems 602.3 Wood Wall Framing and Plates Yes 0,o'-_No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes r' No 602.10 Wall Bracing: Engineered res riptive Yes No 602.10.4.1 !Alternate Braced Wall Panel Yes �: 'No 602.10.11 jCripple Wall Bracing Yes No 602.11.2 Stepped Foundations _ Yes No 607 Glass Unit Masonry _ _ Yes No 609 Exterior Windows/Doors Yes No 702 Veneer _ Yes No 702.1 Interior Wall Covering Yes No 703 _ _ Exterior Wall Coverings (WAC) Yes !' 1No 703.8 (Stone/Masonry Veneer Yes No L Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes No 802.3 Ridge Beams:<3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes I No _ 802.5 Rafter Spans:Truss or Platform , Yes No 802.11 Roof Tie-Downs (48" o.c.) Yes No r'} 803 Roof Sheathing _ Yes I.- No 806.2 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access: 22"X 30"1 Yes _� No 905.2.7 Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 _Equipment Access:30" X 30" Yes a No 1305.1.3 Appliances in Attics Yes No 1305.1.4.1 Ground Clearnaces:3" Concrete Slab Yes No 1307.2 lAnchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact lYes No Chapter 14 Specific Appliances I Yes No 1401.3 Equipment Sizing:WSEC Yes No 1502 Clothes Dryer Exhaust_: 25' or M.I. IYes No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping IYes I No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review i . I r ,. Permit#: 2872 Permit Date: 10/28/19 Project Name: Chase Site Address: 314 N French Avenue Company/Applicant Name: Mike Yarrow Company/Applicant Address: 224 Steward Road, #130 City, State,Zip: Mount Vernon,WA 98273 Contact: Mike Yarrow Phone: 360-661-7174 Email: mike@piazzaconst.com Permit Type: ZON Valuation: 382000.00 Square Feet: 2716 Number of Stories: 1 Type of Construction: VB Occupancy Type: R-3 Proposed Use: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Applied Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GCGC 111 Single Family 00529900400600 314 N FRENCH AVE INVESTMENTS Residence- LLC Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Mike Yarrow Mike Yarrow 360-661-7174 314 N French APPLICANT Avenue Plan Reviews Date Review Type Description Assigned To Review Status 10/28/2019 ZON Josh Grandlienard In Review 10/28/2019 ZON Building In Review 10/28/2019 ZON PW Admin Rev In Review 10/28/2019 ZON PW-Sew-Rev In Review 10/28/2019 ZON PW-Wat-Rev In Review 10/28/2019 ZON Nova Heaton In Review Uploaded Files Date File Name 10/28/2019 5808954-Chase 8.5x I I Site Plan R082919.pd 10/28/2019 5808953-2872 App ica ion pd I - ' RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 (Please allow 72 hours for review) Project Address: 3/Y Freg_-� A of Plat: lam' G/ft�4As Owne pplican Address: a t ' R2 -a-13D City:_ IY,6& .1 "State: (,U0q Zip Code: 8.27 Phone: 3 60 -6;w/'/-21 Email M /A-e(';P 'n Describe Proposal (include cross street): e C A< -1 l iS,2c> IF 3 'IV V- Please check one: Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) L) G H) Total SF) 2. Allowed Lot Coverage: Total Lot Size S1776,SF x 35% _ >/ SF 3. Actual Lot Coverage: (SF of all structures') -2 224 (lot size) _ 4. Septic Tank? ❑Yes ❑ No Private Well on Site? ❑'Yes ❑No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? C> if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) U' Fire Sprinkler System U' Medical Equipment N /Lawn Sprinkler System Livestock Drinking Tanks [� Decorative Pond/Fountain Hot Tub Re-circulating Heating System Ll Swimming Pool Other Applicant Signature: Date: Z4 SZZ This square footage should include the print area of all structures on the property including:house, garages, sheds, covered patios, and decks permitted by the bull ing code. 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U— O pp w v N°~3 WH — LL H J — O J W FZ i J mp W z� "m W W�;r z�waapda LLz Om0 Lu o R�� a�W FN�NQOwF QQ ��00� ' WHO 77� o 30�w0 mLL U W A Z(1�y1°� 0= 0. IL at Z°m.4 W R' mpIL UwWm W U pLLO�Qa o3�Z� 4' WQU d) IL� zfilQ W() ARLINGTON PUBLIC SCHOOLS EDUCATE • PREPARE • INSPIRE March 8, 2018 Kevin Olander, City of Arlington Dear Mr. Olander, Arlington Public Schools will: • Disable the elevator in the A Building at 135 S. French Avenue, Arlington. • Use the second and third floors of building only for storage. Please let me know if you have any questions. Sincerely, lC C 7 " Dr. Chrys Sweeting, Superintendent Arlington Public Schools 315 N French Ave, Arlington,WA 98223 360.618.6200 www.asd.wednet.edu i I �� �, Kristin Foster From: Kristin Foster Sent: Wednesday, November 27, 2019 3:28 PM To: Mike Yarrow Cc: Raelynn Jones; Launa Peterson Subject: Chase SFR Permit Mike, The following are the conditions of the Zoning Verification that will be required for the project: • Street trees are required along French Ave • Any broken or non-ADA compliant sidewalks must be repaired or replaced • Removal of the driveway drop must be replaced with curb,sidewalk and planer strip • The access must be paved The total amount for the permit is$6,640.68.We will email once the permit is ready for issuance(Monday or Tuesday). Let me know if you have any questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov i • 1 . ,_ s: . 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FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE GAS� OFOF. Cl PLANNING O CIVIL BUILDING CITY OF ARLINGTON v 6�Y °� RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 314 French Ave Plat: McMahon's 0 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1 S`Floor: 1820 2"d Floor: _ Garage: 3 Total SF: Describe Proposal (include cross street): Construct 1820 SFR near the corner of E 3rd and French Ave Valuation: $382,000.00 owner: Gene & Gloria Chase _ 21705 88th Dr NE Arlington WA 98223 Address: City: State: Zip Code: . Phone: 425-231-4600 Email: happyhuskie@aol.com Applicant: Mike Yarrow Address: 224 Stewart Rd #130 City: Mount Vernon State: WA Zip Code:98273 Phone: 360-661-7174 Email:mike@piazzaconst.com Contractor: John Piazza Jr. Construction & Remodeling Address: 224 Stewart Rd #130 City:Mount Vernon State:WA Zip Code:98273 _ . , Phone: 360-424-3547 Email: mik@piazzaconst.com Contact Person: Mike Yarrow _ License Number:johnppj895rm Expiration: 12-15-2019 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) LJ Bath/Shower Combo (4.0) x 1 Sink (1.5) x 5 ❑ Shower (2.0) x 1 ❑ Lavatory (1.0) x C� Clothes Washer (4.0) x 1 M Water Closet (2.5) x 2 Dishwasher (1.5) x 1 l�J Water Heater x 1 [� Hose Bibb (2.5) x 3 Water Heater Model # ❑ Other (list) x Nortiz NRCP 1112 Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: PeX Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION 7 Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# Bryant 915SB3004OE14 AFUE 95% Heat Pump Model# 2'Bryant CNPVP3014ALA SEER 16 HSPE #1 ❑ AC Unit Model# SEER Type II Hood ❑ Commercial Cooking Appliance Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance PV System [a Fireplace Insert Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ Black Iron & Pipe Material: CSST Pipe Size: 1" Total BTU's of all Appliances:105000 BTU Distance from Meter to Furthest Appliance: 83' • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances ��c;Ce�irhiY,ow Applicant Signature: . ....,......a, Date: 10/25/2019 Print Applicants Name: Mike Yarrow 6/16LP Page 3 of 3 KNEE-BRAGF PER DETAIL - _-- - 17 ON SHEET 5 - -_ - - _...... _,- EXISTING NEIGHBORING RESIDENCE '^ R IK <019 B 1 - . fL 6 ` �- .__ _ __ -. _.. _. -.. - - - _ OVERHANG .� I10'MIN.BUILDING to SHINGLE SIDING GOWNEn TYPICAL ...L� Tl]. ?, ` _ -- - _ ^i LINE OF ROOF CV£ _ E u5.55' (VERIFY TYPE W/OWNER AND/OR � �I I I I 4 � :�.{ �DRYWELL"2- O u ss o. �'--��S i CURB BUILDER) r -. .___ _ _ _ ..�. . R ' _ 2x6 SI82E CEDAR BAND UJ/I/2" //" I -i�1T ��' �i i i ,.{ i I `T Z1, __ ._-- .:::.. __.. -.:-:�i r ;✓ / �� EP I a cHAMFER«�TGP EDGE TYP• IYl- I' -T'I , _ _ _ q a _ - --- -- - — — — o aCa �t •-�-+ --- D 1'W�LL I -. _.._. - .-..__.r. .. � ....IL._II ii �-�� r-� -._'�- _.—�� _ _ - -_ k7UTLINE OF EXISTING I / � ...y. �-DRYI�ELL.•4 ^- - PLATE NEIGH?!" EVIDENCE(REM IL 1. -„--rr d OI,ED) - 2x6 WINDOW/DOOR TRIM s TOP 7I PROP.COVEREIL,PA'10-I I PROP' RCH I _ — — 2x2 t 2x4 CORNER TRIM I 11'L�III /,/ //, ,.I___PATIO CP�e (TYPICAL) -IL..L_ .1-_.J, I r--� 1 ®® (EXTEND I PAST SIDE TRIM), f _ I ./PROPOSED -`.-�zAY L r I to PROP,d !Ii —1 fi --� ! I I 2x4 TRIM SIDES, Ix4 CANTED W� {.1 I I � (III III �I II II I I II II SILL BELOW(TYPICAL) FI I GONG WALK `�--, / � 1 I� ,i —J V /'i7//, // I I 4PRONG 1 711 •!:� _.� ILLU -:i�. _ jr r_ -T L. _- _T •r"'" rj //� WALK r W _.y1-- FLOOR LEVEL PROP.CONC.OR Wit'-T.�__..-�r.T -_ __.. _ I _ _ ASPHALT DRIVEWAY (VERIFY W/OWNER) PO=+.--OHO-'C, f _--'-_-_-.._. STONE VENIIUJJ / EASTELEVATION W/3/4'MDF TAPE x4 FLAT•BASE a L _. / flUILDIN_G_SETBACK -I :ai t 5L RI.)W/PLO D OWNER ANp R :._._.__ -..,.... —_.-_.. ._._. (2x4 TRIM•TOP,2 �I PARKING !.� _. - { I - WRAP 6x6 P05T5 ENTRY PORCH i _ _ r+, RED AS SHOWN SEE NOTE 2 to BLDR.J W/STONE CAP AB'-NE ON GAP ABOVE 4"STONE VENEER) f ''- �'(; ° SCALE: 1/4r, a 1'-Ou � y 0•595 E 115,54' y- }✓ Q�f f III , ' O ' SEE NOTE al-•'� 2p.08_ b 5/4x10 8182E CEDAR OR PRIMED- LAMINATED COMPOSITION ROOFING ' SPRUGL BARGE BOARD W/Ix2 -� (VERIFY TYPE t COLOR W/OWNER) If V C1,0AR RIM 5 TOP EDGE TYP, _ SITE FLAN i � r LJ ii�iJ Y r I. n �.. - ._. .-_�% • - I I. '1,.. .i f ,.4iJ I LEGAL DESCRIPTION. 4 Q '- ... _ ., L)• i. L -*+� r� .J'/ „c, f ._ _ :_. Rog I.1 i t.lLli�11 11 T 1 W PARCEL"00529900400600 r .a 1 I. 1 _.._. 1 L- _..�. -"•'__.I .a.r._,____,.___L. rr , - L_I, t T T TL_j R PRIMED- E 5/4x6 8182E CEDAR O PAR..cL.C -� - 1 LO k.AND 7 B Or '.4 MCMA.-C'�'S FIRST AppITION TO ARLINGYON, "Z'S � -• �(( I' I ICI -SPRUCE METAL W/ T CONTINUOUS p w o I I I I; I I PAINTED METAL GUTTER TYP, ACCORDING G THE F'L.AT 7H REOF,RECORDED IN VOLUME 2 OF PLATS, PAGE..IC4,RE CRDS OF$NCHOM15H COUNTY,WASHINGTON ctl II (AUDITOR$FILE "�01905105CO3) </)a� I I, I II PANEL SIDING W/Ix2 CEDAR BAt?ENS i3 I6"O,C.TYP.(VERIFY PANEL SIDING N c II II 4 1 ©© A PORTION CF THE bOJ1HWESr 114 OF THE SOUrHEA5T 114 OF SECTION 2, p T-a I' I TYPE W/OWNER AND/OR BUILDER, TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M,,ARLINGTON,WASHIN'6TON ,�°�, 7 PRE PRIME BATTENS TYP.) r N I' I"_ .__ J1. 2x10 BAND W/I/2 CHAMFER TOP BUILDING L_. _ LOT ONO,P COVERAGE: 6 30,6 S F,('12%))• r' r. EDGE TYPICAL - CONC.PATIOS WALKS< .,�'K � 30 0 5 P (T 2'Y.) c� GRAVELLED DRIVEWAY: 2445."5.1-.(5.1%) is LANDSCAPED.,R A6. 4,983:1 8.F-156.89;.) r INCLUDES COVERED PATIO/PORCH NORTH ELEVATION .__. „�. ....... SCAL.S: 114 • ,-OIL - 61 T E FLAN NOTES: MAXIMUM HEIGHT 1' INSTALLS IHrt PER BMP C2 9®PERIMETER OF AREAS DISTURBED BY'CONSTRUCTION VERIFY-YEGE"ATFD_TRIP,BMF .,J34.)OR STRAW WATTLES(BMP C2$5)IF NECESSARY AT 5TORMWA ER -_._._•—• - - -- ' BMPG 22,,C2G�B YD/Or.•.O 209. 0 ORMWATFR CHANNELS('IF ER STORMWATER CHANNELED TO EXISTINY)TO NG DRAIN STABILIZED NLE7 : ---- =•-1 PROTECT PER MP C•" AND MAINTAIN AS NEEDED UNTIL,CONSTRUCTION I COMPLETEDZ I- 21 ESTABLISH CCNSTRUCTION ACCESS PER BMP CI05 IF PAVED ROAD IS WITHIN 1,000 FEET O _.__ .. -. _ - - ,� �6 OF SITE 1 ._ 9 i :. ._ _. ... _ _ COVER PER BM CI - r'I I I31 AN E PROTECTED WITH GROUND _ 2,Cl2,C� ..i.I. r.!..I,.. 'J STRUCTURE,AREAS DEFOLIATED DURING CONSTRUCTION AND f��. STOCKPILED OILPR PROPOSED 17 I p __.____ C 25 G AND/PR C r - ROS k G 20 CI'I 2 123 I 4. T SLOPES EXCEEDINGFOOT VERTICAL!N 2 FEET HORIZONTAL AND FILL SLOPES THAT 1 CU I r-- r ---— EXCEED 4 FEET HfGN ANp/Of2 I FgD7 NGH N 3 FEET HORIZONTAL.(IF ANY)WILL REQUIRE PLATE HEIGHT ` ■ I; R. G(R�FK MA �i 1 I I T ENGINE£ N __R O B G'.I,CI22,CI24 C203 t C206J �I III III �(L_El '- 'I"L Ate•- II II I II II � �'� I ' 5. DOWNSPOUTS TO BE TIGHTLfNE4"'TC.TERMINL.TION A'r 64 CUBIC FOOT DRYWELL(4 x 4 x 4'). }t`t III �II�__ a II �p EACH DRYWELL TO 3ERVF NO MORk THAN I,POO S:,:JARF FEET OF ROOF i3,05'•.'5.F,ROOF (�,l V I' 1 ! AREA WILL REQUIRE 4 DRYLEJ-L5 MINIMUM). MAINTAIN IO'<)'8EF'ARA'TION BETWEEN EACH Q Z li ill II I I R © ! DRYWELL. INSTALL.FILTER FABRIC e BOTT0M t SIDES OF 17RYUIEL I.. INSTALL DRAIN ROCK. �, £XISTWG/FINISH GRADE COVER W/FILTER FABRIC BEFORE BACKFILLING W/NATIVE SOIL, VERIFY LOCATIONS OF (NO ELOPE TO LfJ''1II II ¢ 1 �� a DRYWELLS ON-SITE Wi OWNER 5AN ON C AS NOT"O INTERFERE W/PLANT/TIRE-LOCATIONS(SEE m r J LOCATIONS) Q o GAR.DOOR OPNG, b• RUNOFF FRG^'(WELLLDRILLING t i-';tC4R=v0b TO BE DIBCHARGE7J PER BMP C220 d C236. lu a I -j . _FLOOR LEVEL -•-•- --_-----.—_-_ ROOF DRAIN x4 TRIM S 1 OP 4 2✓;8 TRIM a'E,45E -- ---- BMIPOCI510CN152EBRIS,LONG,TRUCK WASTE AND OTHER POLLUTANTS TO BE MITIGATED PER JEST ELEVATION 2iC15' (OI Q► to "------- -- --- 7, 5LOPE CONC.DRIVEWAY-5 t WALKS AWAY FROM STRUCTURE MINIMUM 1/4"PLF(2%)TC+DRAIN. 4F_ Z .> SCALE: 1/4 1-O° DRIVEWAY WIDTH,SLOPE AND CROSS-SLOPE Aa COMPLY W/REQUIREMENTS OF BUILDING Q' DEPARTMENT OF JURISDICTION �/ V B. IF PROJECT DETERMINED TO BE LOW-IMPAGT DEVELOPMENT REFER TO BMP CI02,C208 4 f�. my C231 Lu z & - WILL AP BUILDER'S RESPONSIBILITY. (AND BUILDING OFf IC iALi 0 DETERMINE WHICH ITEMS ARE APP ICABLE PER SITE CONDITIONS NOTE:NOT ALL OF- THESE ITEMS 11. _ .. ...,. .N .... L - _ OFFICE COPY �. -- - _ _ - — _. _ CITY OF ARLINGTON �I r-_ _l BUILDING DEPARTMENT .a C "'E",aUmTOM I I ~ III r�[NR.D/N0 Dttd/RN f I T ��._I III I i I���-U' Df E: /// /9 BY DRAWN BY Nn r InNGEs AUTHnRIZEDTHI S.Gc.• 5k 5�c t'rat nl•r-rrcAccnvm8 �'ec°`" BJ II III f7U UING INSPJdGTOR 2019 I I I I I I QCT L a c�td , � II I _ x ! --__--- "� _ '---- I - _=_� pESGN£R HAS AKEN CARE 1'O VERIFY THE ACCURACY OF THESE PLANS. - IT 5 fHE S RESPONSIBILITY TO VERIFY ALL DiMENSIGNS PRIOR TO STARTING CCN�, J,]TION. ALL CONSTRUCTION S BALL COMPLY WITH THE NTER'ATI NA RES DENTAL CODE AND ALL APLGABI_E LOCAL ELEVATION 2015I 3TA7E ANr f B . L'_ a : ,D GALE: I III CHANGER M4.r"C THESE PLANS BY OTHERS Gil BUILDER.O*,bITE T _ _. .- ., .; :r=E. .k,=«,,,••... .®+r~.,:«wa".,,, -....r..=.al�..r.o.-., ,.aw, .... 'f'I`'"FJGi 4T 514Ec 5 REYIStON9 BY �OU�1DI:�tTiO I .',��'���CJ: _ -- --------------- _ - ---------- _+ '_ DATI._ IQ'-9 -- -- ' Fuc<usT 29,2GI9 aJ o' — I. INSTALL PRESSURE-TRr-ATEO 2x6 SILL W/1/2"DIAMETER x 10"ANCHOR BOLT t R.O. MIN.2 BOLTS ALA wASWEF o 4-0 O.G.ATOP 6"cM END TE FOUNDATION WALL 2'-O" 20'-0° L-2,-01, 10-0"-_ —._._10''O" ...._.-_. 1. INSTALLP.TxBESI F'iC^.:MIN.3 /2"/MAX.12'FROM END TYPICAL. --'`-- M! SILL.RIPPED TO 6'WIDTH W/112"DIA.x 10"A.B.t 3"x3'x1/4" m 8 F WASHER o 4'-0,O.G.ATOP 6"GONG.FDN.WALL WHERE I-JOISTS ARE HUNG FROM M PL?.!BEE KLR.FRAMING PLAN ON SHT.,3 FOR LOCATIONS), MIN,2 BOLTS Q Q PER PIECE MIN.3 I!^."/^9AX,,12"FROM END iT'P. HANG I-JSTS.W/TOP-BEARING B 1 v - HANGFrl TYP!,,74L 3. - ` A o ETC.)E. ' f 4 POTENTIAL ° - - - ----—- - - - - - - ---- - °HOULD WATER INFILTRATE CRAWLSPA r---_---- ---_--_- • P 1 p NSI::aL 4 PYG BRAIN PT L"�0W FOOTING w LUUI POINT FOR P07 DRA NAGC ISJMP PUMP, CE(INSTALL I I B I - P BOTH ENDS UN--sLUFd1 VERIFY PLACEMENT OF 4'PERFORATED FOOTING ° 15 CCC}Ci FOOTING f DRAIN 05 AND TABLE R4L DRAINAGE NG OFFS ON SNT. DRAIN PIPE N REE D'IiA!NING ORAVC4 BASS PER DETAILS F', G't MINED TO I " I I 1 I I � � SEE NOTE INSPECTOR ,U VERIFY SOIL.CHARACTERISTICS ON-SITE) CL , , ems. J "!. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 1 POUND$PER 5QLARE.FOOT. CONCRETE COMPRESSIVE STRENGTH TO BE 2,500 _ PSI MINIMUM(VERIFY UL SUIL..DER AND/CR CONCRETE SUPPLIER) 1 0 _ SEE 't Z a r ! SEE NOTE"2 , s 4r.4 POST ON 90•FELT FUSE 4x6 POST®BEAM SPLICE). VERIFY POSITIVE " ' i NOTE"I_ , - a, yy�''���,,, 14 O INTO ON POST TO FOOTNG t POST TO BEAM TYP. 6. MINIMuM FOUNDATION VENTS REQUIRED TO COMPLY W/IRC SECTION R408 IS � I d � I r � W I � SEE 1.4 __. �j „ 8 VENTS A 1 SQUARE FOOT PER 150 S,F,CRAUIL5PAGE AREA. IF GLASS m B- --_ -----� 1 NOTE"I VAPOR RETARDER INSTALLED THE MIN.NUMBER OF VENTS REQ'D IS 2 LONE 4 VENT O BE LOCATEL''W CHIN 3 FEET OF£AC.H CORNER OF THE BUILDING). I I � � THE NJMISER 07 VENT,' F WOWN ON THIS PLAN IS 4 AND ARE LOCATED WHERE -- -- --- -- - --- -- ^'HERE IS NO PATIO SLAB OR STONE VENEER AT EXTERIOR OF BUILDING I 1 � N I ° `-�-- -�- 1 ! ,� -•:SEE NOTE•2• - TYP. REPER.TU BRACED WALL PLAPLANON SWEET b FOR LOCATIONS 1 CAPACITIES OF UPLIFT DEVICES(STRAPS OR ANCHOR BOLTS FOR HOLD-DOWNS). VERIFY II SEE NOTE"B "'PE W/BUILDER,VrRIrY MIN.DISTANCE TO FDt-1.COP.NER/OPNG.W/MFR. SPECS.t INSTALLATION INSTRUCTIONS NOTE"I 13:01 g, FRAME FONY WALL U/2x6 STUDS m I6 C.G.JP TO UNDERSIDE OF FLR.JSTS. USE P.T.BOTTG"T PLATE ANCHORED TC 1-G,BELOW PER NOTE"1 THIS SHT. B M A 4 W N A 24 515 _ a 2 -_ 'n t$NG�E 1xb t NT.PL. ALE3V.!F WAL..IS:.ES?THAN 14 HIC"H SHEATH ONE SEE _ S -►1 -- -------- '� -- p 3 7E W/1/2 F W OR?/z,'C E5 PER RC,SET.TION R6G2.9I NOTE"I 1 1 r Q W^ SEE NOTE•2 , O `N I I'-4 x' :G.G,r C:.W/!2J"4 REBAR CONT. STUB"4 REBAR INTO FDN-ABv. -_ _____ _ _ SEE NOTE"8 i�--_ ' c it J 0 48 0,7, !SPACING-24 O.CJ,WHERE FDN.ABV.18 48 OR TALLER) I ° �_ _ ---- ---- -- -Q - --' SEE BEAM SCHEDULE 1 a 1 rn n , 6 (TONG fJN DIAL-L W/""IN.REBAR PER IRC. (ABLE R404.1.2l3J. INSTALL•4 -__ ___ �r_ - - - -- ON SHEET 4 H RE AR Oh`INUOUS AT TOE'("!STALL HORIZONTAL."4 REBAR-MID-HEIGHT t Q Q M I r _____� _ �.____ _- ___ ______�_ X � hCJ.,10-..E '.IA*1,C" r I'r FD+d.WALL EXGLEEDS 24'HG'1'.) ^� H O.-___- ._g- -�.-.._.�®.�.,. - ®.__,.:..._. _.r-y,. _ .� .-_..._-._wry_..�_,...g�..-<.._.._.. ° I_-__ � 1 1 6"r C;'•>NC. PAD FOCTINC. W/ = * I ' Z 'i,7"4 REBAR BOTH WAYS!4x4 POST ON 50"F : ABOVE `Q �9 N @ 6-O' 5'-0 4'-O' 4-O 4-O' 4-O .a o v —�-- ,k — — — �-- — ----�--— v m, IB'10" 4'-0" -_...—_-.____.-._ 35'-2' 9"C,NC.P4D FTG.1/(4,W l REBAR BOTH WAYS(INCORPORATE - -.—-- --._-_.—.— 1 1 r -t CA INTO AD„AGENT RIBBON FTCs.) 4 C;}NC.S,.Ae r BER RE.INFORUMENT THROUGNOIUT(VERIFY TYPE W/ 1 ° '© NOSE"I-� 1 _...._.._ ,,.t...• -.______ P1UIIL 'R AND/OR DON.,CGF'Pl E:4.; SLOPE.i/g PLF!MIN.)TOWARD OVER- NOTE 1 1 a FAU GARAGE DOORS ° SEE _ I r r--- 01 ' ry T r _OBI 4T-0�I 5'-011 5T-0,1 - -O" N04CIOW .� F �!' vN' SLAB U/FIE:,rt�kFI iF Ti7ROUCsHOUT iVERIF>TVPE(16"BMIN�WIDTHD/ r A • �' I 11'-III. 21-6n 41 p11 4'-0n 4T O:: 4: OR CC 4 SUrF'LIEP)� 1 1,4 P.F AWAY FROM HOUSE WALL. URN JN, 1 a 'EXTERIOR k_u 0 EX E1 D 1 'f'�:_L LAW FINISH CRAG ° - D TOM)PER)ETA i H ON SHEET g VERIFY r FINISH TYPICAL W/OWNER) - - - -—- �--SEE NOT!•5'TYP. .i 1 ,--SEE NOTE"2 M p' x I-O COiq,,, PIER W/$!MESON�,58Q66 1-bD82!OR EQUAL)FOR bxb POST � r- -- - � ABV EXTEND TO:I OF TARN-DN.5;_AB EDrE.OR 12'MIN.BELOW FINISH _____ ___________ ________ ____------------------,-----_- GnADEI o I t _ �A4 1'-3' x i-3 CONC.PIER W/8;M$ON(-6 Q66 5G.52 lOR EQUAL)FOR 6x6 POSTABv. EXTEND TO BOTTOM OF TUR.!rN,SLAB EDGE OR 12''MIN.BELOW FINISH '� E z SEE 1 J ., o O � i SEE NOTE"1 NOTE ! j _ i0 CsRADC) g yy qq �J1 S'MS I) LONG i R F'4R': '*TIN.)INTO FDN,t 4 IN.)INTO EXTERIOR-LAS• 1 1 �,�` __ � _ _ ___ _ CON,O.CCOVE:K�.Ga Ie IcEBAR: T...KEN SLAB AS NEEDED FOR MIN.2" ___ .: __ O 3 e ram. s- ,,,r,r.HT.g(.Hic, SEE NOTE•I a f__ // - _ v I '� Z THICKEN SLAEo EDGE a GARAGE DOUR U°-NG.TO 6"/INSTALL"4 REBAR CONT. c I A /- �� LL I r� 1Ot !- T,-P, 1 SEE 8 l J A/—_O,.- - vIZV V Li POUR SLAB T RO"rrH NAA:DO^K FtiC I � I NOTE•I I 0 cm) 16 x(,'!M!r )BcaEENEG FDN VGh: ,..F=NOTE"6 ABv.) (SEE NOTE"16 I - ------ ------------------ ----�-- - --_ ------- .. .. ...` �� --- --- --- -- t� 30'x 24 CRAWLS AGCEE+u ^_4 x'8"MIN.PER CODE,VERIFY LOCATION SEE NOTE"2 ON W/OWNER). vERiF'i AREAW['LL a HATCH/DOOR W/BUILDER ! P� SHEET 4) -� _____J_ 4 C INC.. WA Lk'L,FIBER R_iNF. 1HRC -U.T(VERIFY TYPE W/BLDR AND/OR CON' I SUPPLIER). 91-OWE."4 P�.F AWAY FROM NOUSE WALL. TURN-DOWN 11 1 I I OI EXTERIOR EDGE 1'O EX'Ei•'D 6 (M.N)SE_OL'FINISH GRADE 56"MIN.WIDTH cl BOTTOM,VERIFY FINISH W/OWNER) Z 3-III 4.011 CUT: 4"CONG APRON IN FRONT OF GAF'AGE(VEPRIFY DIMENSIONS W/SITE PLAN) 10-O' II'-9Lk 89&" SLOPE AWAY FROM RE !DEN 4_.'-4 PLF M.N.!VERIFY FINISH W/OWNER) (R� WIDEN FOOTING 9 1/4"t ADEU 4 REBAR CONT. —.--------------._...-..__.._-..—..-._ L FOUNDATION PLAN SCALE: 1/4' . 1'-C" AGGUPLAN FLYdi'DP: g BUILDING OE.st., DRAWN BY BJ DATE AUGUST 21,2019 J013 NUMBER 1912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS THE 5ULdER'5 RE8FON51BIL-IT'Y TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL.CONSTRUCTION F-ALL COM, LY WITH THE T 2015 INTERNATIONAL RESIDENTIAL CODE AND AI .APPLICASI..E LOCAL, '9 STATE ANd E AL.BU!IDING CODES. DESISNER NOT RE PONSIMLE FCR _ CHANCE..1*-1, 'OESE PLANS S`-OTHERS: SY T'HF UILDFR ON SITE r. a RE-:tiGNS -. AUGUST 29,20!9 I E: E I 9 Ii2" I-JOIST MAX. SPANS I L/400, SIMPLE SPAN, 400LL, 50" TL JOIST TYPE 12"C.G.SPACING 16"O.C.SPACING CPI 20 GPI 40 I$'-O I6'-6" _SEE NOTE•2 u _ ___ ....-....__._ ... — ON H _ 2 WI 40 18-0" I6'-V - UPI IS 16-0" 15'-!�� 1 SEE NOTE III I I I I I I I6z L ' - • -- ON 2HCE LPI 42PLU8 11-2n EE NOTE-2 .i I iir__. PWi 20 16-1 15'-3" - - / SWEET 2. PWI 30 11-I 15'-8" PWI 40 I$' PWI 45 ----- _,.. ---__.. _ SEE NOTE•I 14 Q I I I I I I I I I I I i I I I Iz PWI 4-1I$-4' 16'-9n 1S ON SHEET 2. LLIi . PWI b0 IY-Ip' s: r PWI 60 SEE NOTE•2 I ill G . . , IIIIIIIIIIIIIiI _..._.._.._.__.____ .___—....__.—_—_. .._____--_.,__ ON SWEET 2- I I I I I r I I I I P•-'i PWI't? IB-O' 3 I I I I I I I ri C b'xi aFI I I .l� l PWI 90 O rb_H AULJ c l.IIc_' 6' S'-6" I III Irk I! I I I I I or$�EET� IT. -__ y —1 _3 6GI 6�j I I T .p ,. 6 � TJI 6B I I I— I I : ,SEE'NOTE"!, • I I I !_ I I I_ I I p _ _. m I II NOTE+21 zi, Z -C-1 ----- _ O FRAMING NOTES: a T .4_ C 9 I/2 I-JOIST:;w 16 O.G.;Al_L LIST®D 1-J0187 MODELS WORKJ l I Z jIZ �I t o I I I I I I l I -:.e.-:.rr.« -.•n 2. M!\II"-M 2r.�,iFw2 J5T5.w 12 G.G. MUD SE. SHOWER(VERIFY I 0 I II I I I l I I I I wj I m I • 1 l I PLACE"Icti"t SHIMS A yv,PL f/GE:..c'7-EXTERIOR WALLBJ -- I I I I I= I I N 6_JOB Il I I I I I l l i I I I I I I " 5 E TE.9 3. 91/2 WHERE 5+OWN I I I 1 1 1 1 1 I III I III I T�' 1 I I I I l I I I z 4. SiSTCR 2.10 GF-I_"'= i:R C-QJ TN!0 SIDE OF 9 I/2"I-JST.(SEE NOTE .,ON PHT.4) BEE NOTE»2 5. VERIFY iNBTAULATbpN OF SHIM MATERIAL w JBtS.THAT ARE LESSIc,E N E_�. ON SHEET 2 THAN 9 1/2"DEEP IN ORDER TO MATCH I-JBT.DEPTH I I I I I I I I I I �;Y 16 TYP. ____SEE NOTE.I 6. VERIFY RIM JOTS'MATERIAL U/I-JBT.MANUFACTURER I I I i I I I , ' I I I i l I /� ON SHEET 2 — _ N I I II I I I I I I I 1IIIII ; IIIII „ ' ?. NBTA'„L.::x!O BLK.-a.EfTWN.I-JSTS,w BEAMS(OR PER(•JBT.MFR. i � . . . . . . ^�—'�L "'�- "� '� ', 3 , Ali RECCMMENOATION) NOTE•2 - ; o $. MIN.2r.6 HF«,J0T5,w 16 O.G.FOR MUD-BET PLUSH STONE HEARTH : ON SHEET 2 OPTION;VERIFY W/OWNER--OMI?:F HEARTH OPTION NOT USED) I I I I I 12: I I I I I I l l l l I I I 'SEE NOTE•Iul 9. INS TA_u 2x10 KLOCKINU ESTWN.FLR ,16TS.ABv.PONY WALL BELOW I I I I I I I ON SHEET 2 ' ^ ® z FE:R NO"E"E ON 9NT.F.iSEE NOTE•h ON 5HEET 6 WHERE PONY SEE NOTE�! tJ WALL IS PARALLEL'CC JOIST$). VERIFY BRACED WALL LOCATIONS 1 1 1 N ON SHEET 2 WAJ.I. - �, IG. P,.,. a^F$/IpGC;J LAN prd SHEE"6 I I I Ill I I I I I 1 1 1 1 I � ...d BRAc�D ---- CC E?.o_ CONNECTORS/BEAM t JOIST HANGERS TO BE MFleCN STRONG TIE(OR EQUAL--VERIFY W/BUILDER)AND$HALL n n BE UA✓ANZED O RESIST CORROSION !d� SEE NOTE•2_ L Z z ON SWEET 2 Z d FLOOR FRAMING PLAN -'� a � z SCALE: 1/4" . I'-O --- Lu z z M .AC6uPLAN CuaraLl Bu/LOIN®06a/ON DRAWN BY BJ DATE AUUUST 21,2019 JO8 NUMBER 1%12 DESIGNER HAS TAKEN CAPE TO VERIFY r"E ACCURACY OF THES=_-PLANS. 8N ^T IT IS THE BUILDER'S.RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CON5TR:,,IC.TON. ALL CONSTRUCTION 5WAI-L COMPLY WITH THE 2015 INTERNATIO'JAL KIF.SOENNAL CODE AND ALL APPLICABLE LOCAL, STATE AND E�-:ORAL BUILDING CODES, DESIGNER NOT RESPONSIBLE FOR s, �:HANGEB 1 .E TO THESE PLANS BY OTHERS OR BY THE BUILDER ON—SITE GENERAL NOTES: REVISIONS BY _-- 24'-0" 20'-O' 14'-0° AUGUST 29,2019 BJ I, VERIFY DIMENSIONS SHOWN ON PLANS,DO NOT SCALE OFF PLAN COPY. 2-1015° IB'-3' R.O. WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL UJSEC SECTION R406 10'-O' 10'-O' 4-3" T-O" OCTOBER IT,2019 BJ 2. FRAME EXIERIOR WALLS W/92 S/8"2x6 STUDS o 16"O.C.TYPICAL. FRAME ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS OCTOBER 23,2019 SJ GARAGE EXTERIOR WALLS W/92 5/8"2x6 STUDS a 16"O,C,W/Ix6 OR 3/4" EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS PLYWOOD FILLER BETWEEN BOTTOM PLT,a P.T.PLT.BELOW(VERIFY T.O. FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: OCTOBER 29,201S BJ GARAGE P,T.PLT.IS FLUSH W/REST OF FDNJ. VERIFY EXTERIOR SHTH'G TYPE W/BUILDER I. SMALL DWELLING UNIT: 1,5 CREDITS DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA 31 FRAME INTERIOR WALLS W/92 5/8"2x4 STUDS(U.N,O,ON PLAN)6 16"O,C. WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA, ADDITIONS TO __ __ _ TYP. INSTALL 1/2"GYPSUM WALLBOARD BOTH SIDES TYP,(U.N,O.BY OWNER EXISTING BUILDING GREATER THAN SOO SQUARE FEET OF HEATED FLOOR AREA AND/OR BUILDER). ANGLED WALLS TO BE 45 DEGREES TYP.U.N.O. BUT LESS THAN 1,500 SQUARE FEET 6 I I r 4, FRAME WALL W/2.6 PLATES/2x4 STAGGERED-STUDS,s 16"O.C.IN PLANE, 2. MEDIUM DWELLING UNIT: 3.5 CREDITS 3-0, "t WEAVE R-13 BATT INSULATION THROUGH STUDS FOR SOUND ABATEMENT ALL DWELLING UNITS THAT ARE NOT INCLUDED IN•1 OR•3 Q I Q EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 IB'-O"x7'-O"OVER E GARAGE DOOR I P.T,OR CEDAR 6x6 _ 5. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")MIN.BETWEEN CREDITS p SEE OTE•13 PO6i! ERIFY TYP£ l2)30 O SH h p� ROUGH OPENING(R.OJ AND NEAREST WALL X Q W/BUILDER) (SEE NOTE•12) f4 G 3. LARGE DWELLING UNIT: IN CREDITS 6. DIMENSIONAL LUMBER V,BE HEM-FIR•2 TYP.U.N.O. USE 4x4 HP-2 HEADER DWELLING UNITE EXCEEDING 5,000 SQUARE FEET OF CONDITIONED FLOOR AREA. p - - ----- ------ SEE 0 B EXTERIOR WALLS ASV,DOORS 1 WINDOWS U.N.O.(NOTE:HEARTWOOD `+ ,-• ,-• SEE OTE"13-� 3 NOTE"13 rn EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2,5 V H BE ARE NOT TO BE USED W/4x DEPTH). EMS.1 HORS.TO HAVE I I/2" CREDITS n MIN.BEARING TYP,U,N,O,IN REMARKS SECTION OF BEAM SCHEDULE(BMS. SHOWN ARE MIN,REO'D OR BETTER--SIZE AND GRADE MAY BE INCREASED 4. ADDITIONS LESS THAN Soo SQUARE FEET: 0.5 CREDITS 1 Q v PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CONSTRUC- COVERED PATIO TION SHOULD BE VERIFIED WITH DESIGNER SINCE ALL STRUCT.MEMBERS ARE SIZED FOR THEIR SPECIFIC LOCATION 1 LOADS SUPPORTED) UJSEC TABLE 406.2 (ENERGY CREDITS) 01 u r W W SEE NOTE•13 1 Q 4 2-CAR GARAGE SEE NOTE"8 s W • O MM 7. INSTALL PLYWOOD FILLER(NON-STRUCTURAL)BETWEEN I-JOIST WEB AND 2x10 NOTE: REFER TO 2015 WASHINGTON STATE ENERGY CODE TABLE 406.2 FOR COMPLETE Q r m BEDROOM 2 81STERED JOIST(BTWN,TOP a SOT.FLANGES,VERIFY PLWD.THICKNESS W/ LIST OF ENERGY CREDIT OPTIONS AND VALUES 'ry _ p 6 8 ]-JOIST UBEDJ. NAIL 2x10 TO[.JOIST W/16d NAILS-6"O.C.MIN.3"FROM TOP OPTION DESCRIPTION GREDITB 5036 XO 60610 OX FRENCH GD r, ' 'r• U¢' O AND BOTTOM OF JST.TO AVOID SPLITTING I-UST.FLANGE(VERIFY LOCATIONS la EFFICIENT BUILDING ENVELOPE la: 0.5 GA W/FLOOR FRAMING PLAN ON SHEET 3) Presoriptive compliance Is based on Table R402.1.1 with the - r -• 2 following modification.: 1 W 1 D e. VERIFY PLACEMENT OF 4x4 OR 4x6 POST IN STUD WALL BELOW ENDS OF GIRDER TRUSS ASV.W/ROOF FRAMING PLAN ON SHEET 5 - Q Q 7 SEEN TE•4 I, O Vertical fenestration U•0.28 0 Floor R-38 -- - S. INSTALL 2x6 BACKING FOR TOWEL BARB BTWN,6TUDS CENTERED 48"A.F.F. Slab on grade R-10 perimeter and under entire Bleb ry _ 13'-O°s - bus f- A': 2040 SKYLIGHT !2 TYPICAL) zz (VERIFY LOCATIONS W/OWNER). VERIFY 2x4(MIIN,)CENTERED ASV,GAR. Below grade slab R-10 perimeter and under entire slab I- 10 T- N H. I`r DOOR OPENING FOR DOOR OPENER TRACK ATTACHMENT IF HDR.ATTACH- or - _ 6 KI N 1 T SEE TENT Ai THAT LOCATION NOT POSSIBLE Compliance based on Section R402,1.4:Reduce the Total UA H'13d1- > '� NOTE 22 y1 y 612E NOTE 16 FbGr 0 I_ b 57. Q C -- `Q VANITY m�j 0 GAS ON-DEMAND --- p'O" g'-p" DINING ROOM ;� s �+ p $E 10, INSTALL 1/2"GYPSUM WALLBOARD(MIN.)AT GARAGE/HOUSE WALL/GARAGE 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: LO r (NO S 1 (K 1 _ 0 Q ^:i O BEARING WALLS,AND 5/8"TYPE-X GWB•GARAGE CEILING TYP. INSTALL WATER HEATER C01t q l ie TH Z- m o Atr-source heat pump with minimum HSPF of 9.0 Z m H m u5 Q W o rn 20-MINUTE RATED DOOR ASSEMBLY BTWN.HOUSE!GARAGE W/SELF-CLOSING SEE CITE"10 W M A `• To qualify to claim this credit,the building permit drawings shall -SEE NOTE-10 r 1 >y~ 1Q 1 m S '� h a HARDWARE epecify the option being selected and shall specify the heating Q EL it ` hQ SEEN E LL ;� II. DECK/PATIO RAILINGS TO COMPLY W/IRC SECTION R312 IF DECK/PATIO IBV.T.O.- - -- - -- r iv RN. - m ! 15 LIN. e ui ment type and the minimum equipment efficlanc, -- 30"OR MORE ABV.FINISH GRADE WITHIN 36"OF DECK/PATIO EDGE(VERIFY 5e shall o rated an HEATING5 kitchen o ink F. All other levetor Faucets 0.5 v n s W D cae:'%z, - L--, ` -ryJ i sHLvs. O V o 4 ON-81TE). PICKETTS SHALL BE SPACED SO 4"DIAMETER SPHERE CANNOT All ehowarhoad end kitchen sink Faucets Metalled In the house Q - n --- - rni,_ , � PA56 y m = - _ ? ___ 8'CEILING V\�@`• "t shela be rtJeted at LO GPM or less,building p g v �v 10'CEILING g�, Lq EGRESS WIN OW DIMENSIONS, p y to p 9he speTj cify RY m g_B:: 12. M NR20"s OPNOGN WIDTH,M1AX544'L FIN, NESOCLRC OPNGER FY£COMPI TO W/Y aeeeif lithe oetlon being selected andshall ereeidra he maximum - Q.V O LA13ND, 3• 2-5" 3-0" - 6'Bus" m / e O m N ILL Now rates for all showerheads,kitchen sink Faucets and other 1 ` WINDOW SUPPLIER AND/OR MANUFACTURER) iw K 3'-10 8'-I" I'51h" 4" 3 4h' m Y 3 2 2-p0 9�6" ' ; lavatory faucets. _ O • 13. VERIFY STUD LOCATIONS At HOLDDOWNS DURING FRAMING 70 ALLOW RED 5c EFFICIENT WATER HEATING So: 1,5 5'-1015" CLEARANCES FOR HOLDDOWN/STRAP TO BE INSTALLED CORRECTLY(VERIFY Water heating eyatam shall Include one of She following: = rh. ".� _• _ I1 a = OFFICE ----- -� ------- W/MFR.SPECS,/INSTALLATION INSTRUCTIONS), VERIFY PLACEMENT OF HOLD- Gas,propane or oil water heater with a minimum EF of 0.91. pIt SHWR.I ® ® t+ Ji Q �> DOWNS AND/OR ANCHOR BOLTS IN FOUNDATION W/MFR.SPECS.FOR MINIMUM or eO VANITY = N DIMENSION FROM CORNER!BEE FOUNDATION PLAN ON SHEET 2 AND BRACED Solar water heating supplementing a minimum standard water heater, 1 m WALL PLAN ON SHEET 6 FOR HOLDDOWN LOCATIONS) Solar water heating will provide a rated minimum savings of 65 II : %4 $ATH 01 S _PANTRY n LIVING;ll CEILING s ther s or 2000 kWh d on the Rating and Corporation(SRCC)Annual Performance or OG-300 Ce tlifled on a BEE NOTE 9 ROOM V 14. WATER LINER IN UNHEATED AREAS TO BE INSULATED. HEAT DUCTS TO BE R-e p O � o MIN./EXHAUST DUCTS MIN,R-4. VERIFY INSULATION IS INSTALLED BEHIND Solar Water Heating Systems. ^ \ $-O" I. m 12"BHLVS. m PARTITIONS,IN CORNERS,FITTED AROUND WIRING/PIPES AND IN SPACES or SEE BEHIND BATHTUBS 1 SHOWERS. SEAL OPNGS.AROUND INTERIOR PLUMBING m PIPES e'EXTERIOR WALLS Electric heat pump water heater with an EF of 2.0 and meeting the Q = _ m r Z 6-4 3'-8" 4'-4'h" 2 4' , �0' \ 3 Uj z standards of NEEA'S Northern Climate Spscificatlone for Heat Da x O 0 `m NOTE"B 13 - 8 1 2-4 m � ... � 15. INSTALL 6-MIL BLACK POLYETHYLINE VAPOR RETARDER ON BARE GROUND Pump Water Heaters. _ O r O -n 30 - r BEFORE POURING INTERIOR 1 GARAGE SLABS To qualify to claim this credit,the building permit drewinge.hall �p �. OV10G" ,tt specfy the option being selected and shall epecify the water 16. CRAWLSPACE ACCESS MIN.24"x 18". ATTIC ACCESS MIN.30"x22". INSULATE heater equipment t 9 and the minimum equipment efficient and, 3K' 4" 400R 0 VAy ypy ALL ACCESS HATCHES TO CRAWLSPACE/ATTICS TO THE EQUIVALENT RATING for solar water heatin a sterna,the calculation of the minimum 3-O PO KEt D m N� a 2,4:: OF THE INSULATED FLOOR OR CEILING THROUGH WHIGN TNE7 PENETRATE. ennr sevin e. 4' -IC" m m FLUSH TILE HEARTH 6 i� Q VERIFY ALL ACCESS LOCATIONS W/OWNER. VERIFY INSULATION DAM IS, V,T,O, m INSTALLED AROUND ATTIC ACCESS IF LOCATED IN INSULATED CEILING TO TOTAL ENERGY CREDITS: 3.5 Al = -ni ---- O MAINTAIN REQ'D INSUL.DEPTH. MIN.HEADROOM ARV.ATTIC ACCESS TO BE �I BEDROOM �i - 12"S/ NO LE8S THAN 30"CLEAR AT ANY POINT(ACCESS NOT REQ'D TO ATTICS W/ u TEMP. TEMP. I FA-SE SEAM � z LESS THAN 30"CLEARANCE(BUILDER TO VERIFY LOCATIONS ON-SITE) 0 u�1 WALK-IN SEE NOTE•8 I.rTO MATCH 11, SHOWERS/LAVATORIES TO HAVE GPM LIMITERS INSTALLED PER NOTE•14 VERTICAL FENESTRATION SCHEDULE o I CLOSET --UY p NO E•13 61MJ PORCH 4 z ILILU (ENERGY CREDITS OPTION 5a)ABOVE (WINDOWS AND DOORS) �' 4 Z 18. IF ON-DEMAND HOT WATER TANK NOT USED MOUNT HWT ON PLATFORM 10" LOCATION 912E •" TYPE AREA UA - -__--- AV,GARAGE SLAB. STRAP HWT TO WALL PER IRC SECTION M1307.2 AND KITCHEN 5036 SLIDER 17,5 0.28 i; -- -- -- - - - ---- - - PRBOVIDE OVERFLOW PAN W/DRAIN TO EXTERIOR, INSTALL TEMPERATURE DINING ROOM 60610 FRENCH 5GD 42.40 0.28 BENCH SEAT e PRESSURE RELIEF VALVE(W/PIPE TO EXTERIOR TERMINATION)PER IRC Q BEDROOM"2 (2)3050 SINGLE-HUNG 30.0 0,20 _ ry CHAPTER 28 OFFICE (2)3050 SINGLEWTUNG 3010 028 2020 PIG 2)30 O SH P.T.6x4 POST W/3/4"MDF TAPERED 19. STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOW LIVING ROOM (2)305C SINGLE-HUNG 30,0 0,28 S: !SEE NOTE"12J PER EL NATION)ABOVE( TONE VENEER FLOOR: 40•PSF LIVE LOAD,50"PSF TOTAL ENTRY 10610 SIDELITE B.02 0120 o BASE(3 POSTS TYP„CONNECT TO BM. O uILI DECK: 60"PSF LIVE LOAD,TO-PSF TOTAL ENTRY 30610 ENTRY DOOR 21,77 1 ASV,W SIMPSON CC66 OR EQUAL) n �• OBC 10-POP TOTAL GROUND UND ND SPEED,05 MPH(EXPOSURE GJ BEDROOM •1 l2020 BIN FIXED NG 20.0 0.28 a 9'-56" -C/. T-6" 3L 3 O 9'BY': 14-9K 3 r" 5 Oh 2�„ Ina_ WALL GROUND SNOW LOAD: 25"PSF BDRM."I GLO. 2020 FIXED 4.0 0.28 4'09'" 4'-7�" T 14'-bus° 2'-2 lnL ROOF: 25•PSF LIVE LOAD,35•PSF TOTAL ENTRY l06 O IDE 8.02 0.20 U- V SEISMIC ZONE: D2 LAUNDRY 2640 SINC+TED UD-UA/AREA 4 0.02 5-BSy 6-3h U z SOIL BEARING: ASSUMED 1,500"PSF MAXIMUM LE HJNG 10,0 24'-O' Zy'-p' 12'-0: 20. MINIMUM EXHAUST FAN SIZES REQUIRED TO COMPLY WITH THE WASHINGTON SUM OF VERTICAL FENESTRATION ARE 58'O" Z STATE VENTILATION/INDOOR AIR QUALITY eVIAQ)CODE ARE AS FOLLOWS: VERTICAL FENESTRATION AREA WEIGHLU KITCHEN: 100 CFM RANGE HOOD [r LAUNDRY: 50 CFM(80 CFM RECOMMENDED) • EXEMPT SWINGING DOOR(24 SQUARE FEET MAXIMUM) FLOOR FLAN 50 CFM(80 CFM RECOMMENDED) EXEMPT GLAZED FENESTRATION(19 S.F.MAX.) Cll NOTE:ALL FANS ON 20-MINUTE TIMER TYPICAL, WHOLE-HOUSE EXHAUST FAN •••SIZES SHOWN ARE FEET/INCHES(EXAMPLE:2040•2'-0"x4'-O") TABLES R402.1.1 AND R402,1.3 COMBINED SCALE: I/4" " 1'-0" 1820 S.F, SEAM SCHEDULE (IF,SEQ,D--VERIFY W/HVAC CONTRACTOR)TO HAVE A 60NE RACING OF 1.5 p �/ k NSTALLATION OF BAFFLES TO MAINTAINR LESS 4 BE WIRED TO A TlrIER OR REQIDEVENT OPENINGS IN CETAT, VERIFY ILING, OVERHEAD GLAZING (5<YLIGHT CLIMATE ZONES 5 AND MARINE 4 604 S,F, GARAGE 010,12320FUTE U-FACTOR BEAM• SIZE a TYPE REMARKS IF FRESH AIR SYSTEM Ib INSTALLED CONNECT TO RETURN AIR WITHIN FOUR SKYLIGHT LOCATION SIZE AREA FENESTRATION0,30 FEET OF THE AIR HANDLING UNIT. UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT. SEE ELECTRICAL PLAN ON 6HEET 7 FOR LOCATIONS OF KITCHEN 2040 B.O SKYLIGHT0.50 QI 4x6 HF•2 ©ZD19 EXHAUST FANS(VERIFY EXIT.FANS TERMINATE AT EXTERIOR OF BUILDING, KITCHEN 204C 8.0 CEILING 0.026 A06uPL4N CusraM TYPICAL) WOOD FRAME WALLNIT, 0.056 Q 4x0 DF-L"2 Bu/t.o/NA DES/e9N SUM OF OVERHEAD GLAZING AREA AND UA 16.0 L00 MASS WALL R=VALUE01056 'aa a DRAWN BY 21. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS(CALCULATED OVERHEAD GLAZING AREA WEIGHTED U•UA/AREA 0.0625 FLOOR 0,029 a Q3 4.10 DO-.2 BJ c 1/300th OF ATTIC AREA): BELOW GRADE WALL TS 0.042 DATE MINIMUM REQUIRED: 1,305.10 so,IN, TOTAL SUM OF FENESTRATION AREA AND UA 235.94 3.64 BLAB R-VALUE a DEPTH - ZL 4x12 D2-L"2 AUGUST 2-1,2019 ACTUAL PROVIDED: 1,3%5.84 SQ.IN. FOR HEATING SYSTEM SIZING CALCULATIONS) JOB NUMBER VENTED BLOCKING: 603,20 SQ.IN,(64•9,425 60,IN.EACH) Al DF-L"2 IS12 2"CONT.SOFFIT VENT: 140.8 90.IN,(16 L/F o 5.8 60.IN.PLF) RIDGE VENT: 651,84 SQ.IN,(84 L/F®1,16 60,IN,PLF MAX,) DESIGNER HAS'AKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. Q 3 1/8"x12"GLB 24F-V4 DF/DF 23- TOTAL LENGTH, SHEET IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO +.34"CAMM BER RECOMMENDED 22. INSTALL 1/2"CDX PLWD,OR 7/16"OSB SHEATHING ONE SIDE OF WALL PER STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE NOTE 12 ON SHEET 6(VERIFY MINIMUM SHEATHED WALL LENGTH W/BRACED 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, WALL PLAN/CALCULATIONS ON BHT,6) STATE AND FEDERAL BUILDING CODES, DESIGNER NOT RESPONSIBLE FOR 23. SEE SHEET 7 FOR SIMPLE HEATING SYSTEM SIZE PER 2015 WSEC CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 4 OF EIGHT SHEETS c?NM ° HR AM IN`w^'"' `�"'� 5 I SEE NOTE"I2 -.. ._.- DSo D _ 1 FNIG.NEER"c-.T4USStn a 24''O.C„SPAN 34 w O,24"TAILS(PLUMB-CUT DIMENSION TYP.) I'-4 3/16" —-—-—-—-—-—-—-- j <. ENS'D TRUSS®ROOF OFFSET,SPAN 74'-O",24"TAIL®EAST END ONLY z' 3. ENG'D TRUSS*ROOF OFFSET,SPAN 46'-0",24' TAILS _...... Db D I 9EE NOTE"14 � 7- 1 4. ENG D TR 166F.6 w 24 O.G,SPAN 46-O",24"TAILS(SEE PROFILE THIS SHEET) -.-_,�---�_ - -Q --- -, — — — — —.J_.—•---•----- r- -ter Ili 5 RIJ, ENGD 735 0 2.4 G.,U. SPAN 46-0" C 24"TAILS � I / 5 5� (� I I I 1 [� i ���•� 6. EN<'e'D GIRDER'BUSS,SPAN 46•O',NO TAILS w ". EN,,t)TR 166ES*24' D.C- SPAN 24.O",16 3/16"TAILS _—_—-— -—-—--L_—-—•—.—-—- WI /�I S. E.NG D RU66E8 a 24 O.G.,ePAi i 24-O,16 3/I6 TAIL ONE END ONLY S. C-NGD TRUSSES®24 O,C.,SPAN 24-0,16 3/16 TAIL ONE END ONLY(HANG FROM GIRDER - K I I I I I I I IXI I 'I I I S TRUSS"6/ ro v t.-_.,___2'�CONT SOFFIT VEN�BELCN. _ i �.I 1 _._ / - w. ENGINEERED TRUSS SET(FOR OVERI'RAMING--VERIFY W/TRUSS ENG'R AND/OR MFR,)� 0 I • I.. � �Yw � � 24 O.C.ABOVE ENG V 7RUSSE6 BELOW Z a —W- - - - - _ �' — I— - w - - - - - - - - T -1 —�— � - I I I I 1 I II i E I I q Ia tx6 41 F p2A=TERS _ N / ' 'Akl COLLAR TIE TO CONNECT 2x4 RAFTERS(INSTALL ASV.TRUSSES BELOW,POST UP TO I O //JtIIJ H Ilk 12, 2x4 s BACK SIDE OF BARGE FOR LOOKOUT ATTACHMENT. USE 2x4 LOOKOUTS m 48"O.C. / I I I 1l2 040 SK LI MAX,FX I E K:ND RACK TO FIRST TRUfC,BEYOND WALL LINE(2x6 TOP CHORD RECOMMEN- -—-—, -—-—,,�-—- -4-—' � DEC,FOR GABLE'I"BUS$7YP.) / z I f I I 13. EXTEND BARGE BOARD PAST FASCIA 5"TO COVER END OF GUTTER TYPICAL -—-—•— •— —• -—-—;—-I—- I' : ` .� / II SE NOTES ( I 14. FRAME VALLEY-OVERHANG W/2x4 RAFTER TYPICAL / h fi H 3 q C• I I q S. TRUSS HANGERS,CONNECTORS,HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER I I w Y ! AND/OR MANUFACTURER, PLAN SHOWN IS DESIGNER'S CONCEPT ONLY. VERIFY ANY -�I Z I I I I I ! I I I I I Q ' 'i i I `. 41 _ .�•1 �:, CHANGES TO THIS PLAN W/TRUS6 ENGINEER AND/OR MANUFACTURER - -—-—-— -—•—-— _ II 1 �I„ I gg i yl a 161 VERIFY ATTIC VENTILATION REQUIREMENTS W/NOTE"21 ON SHEET 4 I I I � ___L_A ------ .—.—_—'_ -t--}--i--- RI GEL E ✓ .•" � 1 —+2x4 ASV. - I + ------ -- ' z< � am = RAFTER SPANS 's 24" 0.0. k 25 %_ '•�4 LOAD,._ — — - - — — „ p 2 35" PSF TOTAL LOAD a— I I �I SEE NOTE'4' 6`I�NOTE,"I tl 3�" z',7,ER I ROOF PITCH IN 12 v YSIC M._...�. 1 4 1 5 6 10 II 12 ---I— I <wn OF-2 4", 2x8 Dh-L 2 I d- -�^- -I'�2- ir• II-I IP-O 10'-II" 10'-10' 10-9' 10'8° . I I ! .+. _._ r, I3-6' 13'-5 -4 13' " 2 13' " -I 13 ' i n ' txl JF 9' a- I��S 3 7 05 I ------- --�-—-—-—�-fi---}--- Ai/ 111 z � r I'-43/I6" -_—_---_—_—_ -Im w I Da z _-. -. _ f�SEE NOTE 12 6 z i1F� Z SCE NOTE"13--' 4tu t� 0 BEARING WALLS \- U ` i�001" fi�AMiNC� FLANlu PARTITION WALLS __-- —_.__.-__—.-- �1•\ C tu BEAM 'v �T 1/4"a 6' CEDAR 4*114 Y LAG SCREW --CEDAR 2.6lu I FACE OF PANEL lu n� \\� SIDING(51'NGLE- 2 WALL) y '-) SKYLIGHT WELL PROFILE- Q4 .......L__...--- - 0 ® tYl LAG SCREW F, Z12 3 rr --BEARING WALL BEARING WALL iJaC14 ACCUP4AN CL/87IIM jjyy��'�, ? J�/'* `, TAIL muu.oiNa OC6/4N 1'•ai�7EE-�I 1+ACE DE 17''�iIL - DRAWN BY 2-0" 6'-0" 32-0 SCALE: 3/4 r I O' _.. _ DATE -O" AUGUST 27,2013 JOB NUMBER �jI IV2 TRUSS #4 PROFILE- MESb3NER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS, SCALE: 1/4" 1�-CII IT i•THE BUILDEk'6 RESPONSIBILITY TO VERIFY ALL DIrhFN51ON6 PRIOR TO RING CONSTRUCTION ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 kTERNATIONAL&FSIDENTIAL CODE AND ALL APPLICASL.E LOCAL, '1 Al AND r'CDERAI.. PJII r.iNG CODES. DE6IGNER NOT RESPONfSIFLE FOR S It C•��ANGE6 YIADE TO'I HE _PLAN6 PY OTHERS OR BY THE BUILDER���SITE 1, oF= r k �uwmwxem�ewc�.u�x"esr,e.— _'--�:.rnr� � .a3a :ehrow+Y'...aetNRec'•muWaae�a,+'.v.wte'mc'=--�'.r.-.c�wxrmrxrc�:m�evruanvat D CA�,I CULATION.^.- IRC � !._'2� WIND 2011J b� r �I' 21'2" 4-O II Ext-'OSURE CATEGORY !O t C �I t 12 10'h' 2,20G^lr^INJ GAS 3" 2'-1014" I j I i ROOF EAVE-TO RIDGE HEIGHT _J ,.J j I -- Q _ - --- - _ CITY TENSION S?RAP WALL NEIGWT _ H 0 _-�- -. 9'O -PF _Al-E84?O CRAh PFNNG 3 LIE D BELOW NUM5ER OF RAOED WALL LINES L6C -- ---_.-- _- LWIND FACTOR IOTA! ------------------ -��----- ----------------� - SI RAC` n. WALL L Ate WIND v "e) � N L;� (S-EC t e0NI ',6002) � � � 3 DBL STUDS TO FDN,BELO DEVICE i N/A Ul 2 CS-WSP;Pr ! 24-0 3 G 1.60 4!A 7.(I: 5.'6' I3.83' 3 _ _ ,., I' , n - -; Y ..i ! .i.A : �„ I 1 UPLIIFFT P VIOE DOUBLE mI U m Lq II :LSP ..4-0 4.., - C N A ! N A 6.F' y o i DN.BELOW _ 11 GB 1 25-� 1 J N%� ' +- - --'-- - m� NOTE: 1 DESIGN WALL HEIGHT FOR BRACED _ _ _ II 4 <4r 6.>? ,. I sruDs To F' 8a'HIG� l ` WALL CALCULATIONS.8 TYPICAL ___ _ .71 _--__ : CSaWS /PF 2>G 3. I b0 N/A N/A 5.0C !3,15 f 4 u OPNG, 9, L J I! 1 - _.__.F!- v GN i `•S-UJS '2'1 43 4 N.A. N/A _ - - -- n -� e'-2 s" 4'-z" o s'-3 I \�_ b r' s`»' i @ J -1 � t � I WSF',GB 22 10 I 1.21 .45 N/A 1 N/A 10,46' I 26.33 li C war/G-B 21 6-M 45Im in �I CS-WSP 'd O ! 2.'O \/A ! N/A 3.C5 2i."T t { - t t 12'_6LV°. 5'_S'h" 4'-0" 5E18;°11C ti".^ _-4,i_": sti r 'i, =G --yr 1, G15 B tZfa i_ 8'CEILING I > ! s 1 .. ,i a..i in II �' _, L---- -10'GEILNs ^'a.. i +z Ov ____ ...� _____-. _-_.-._ .-_ _-.-_-_T_-_- -_ _- -_ I I (TRUSS STEPPED UP) I � n ani. 1 d :i rm `I _ 1 � � G`- --LE WALL N/A I I Jsw i t >w t P": " 1,.'�Ir to .'O� -.r'N( � _mac e.7 *,^, 1 .a - - t - t J I II a4'-0 3 v a LO O o� - j `u �- in+ r --- ---------------"--'- -`-��-- -`---•---I'---F-_--'k ,I 2 CS-WSP/F'F 35 T,T4. - - __- GB- • I i !.O I 5 - '6.54' _ {" {:`.1 � G T z /L"2 46R. r _ 8. 10 ;.� : tt - ' _ o 1p ry, 4 . I .,8 O 12.b- j �,:J .� _-. i.^: ' a i90C"(MIN,)CAPACITY L r+ 54':3' ILSB' I. O P, _'5C 1 0 TO D a CS Y+i F W I T_ - I `� U UPLF'N�BELOW EVICE x6 POST II ,� c 5-' I , � I I = I o0o v lr PAc �j----� �4'-O 2160. i.C- I I !6 �3 I O ,m m �-TEN51 A IE.-r I'2 1- TO CR Jv._T C jl wSF'/GB 1 -,2'O ! .-_IC 8^ n .. --- --- - I � i l p GS LSP 38' r 6 6 fy i O 1 C 8 e �- L li -- =---- - - - --- -------- - - --- -- - i!Ll Iai - --- -- --- -- --- (� - - i I_. F GS-JSP CS-WSP (60 HIGH OPNGJ GS-WS - - - ! i i 3 ' WALL NOTEFF5- 2 C. : ' '> ..,_' -..r ..-� - nr,^A:_ H e.TF!A ..,_ ON ONE 51DE 2'O: 6'-0" 4���� I 2'5" 14 2' =- _ -01. x ten,. y - - 'f:?HA\ 22='c" 2- 15-0.O _ +s rs l 8 _ " _ . 2 �!5 ED i?d ,._E yC_ � <,_� .... .-,_ _ ,;nD _....i A g.cu_E� ,......v..._.1!-�I-G_- � -�- � 2. PER : -TABLE R',0 'O.4 C;GN 9 SAVE tr'h D-: }Q� /�/'` I'' FLAN -� � 113- g t^F-LCD CS-w5P: INSTALL`" .;M 3/8' WOOD 5 RAC'U A,L.PANE W'6-6 COMMON NAiL5�6"SPACING PANr-_EDGES AND 12 SPACING 81`ACED WALL i LA1`l � \ 3. PER IRC TABLE R&O^.10.4 N"CF_ ,Er%T BR%iG NG-MLETNODS: SCALE: I/4 = I-O" METHOD 65: NS'ALL!r2 CY _ azD a �R SCREWS e l' SPACING AT PANEL ED. !NC y,NG TOP 4 BCTTOM PLATES: // �'^•I FOR ALL 9�, CED WA==PA\mL Ut„- .. _ .5LEATHNG NAIL OR SCREW SIZE,SEE TABLE RsG2.3(i: =0R!hTER..CR GYPSUM BOARD NAIL OR Sr-,I'll)S::'.E TABLE R. 3,1. C METHOD WSP: 1\1 6T,t--' MIX 3/�8"WOOL'STRUC"'URA=^PANE...w/6a COM!'10N NAILS-6"SPACING PANEL EDGES AND 12 S"=ACING F!EL.D 4. PFR "iC 5 :`.R 02.1 .< F' CO*e E _ A! FRAME, @5 COt<:iTR,.G76D `1 ACCGRDAN slcartPcrax etrara(a� ,.t.. 'IGI:i?F R602.IO,6,4 AND 2'�uif.Alxl3 S7ealGN TAi•,t-:<5021'',&.4 5 ... K c4 c._ E R602.10,00)s,-ARE FLOOR J✓I S ARE PER-7EN_I'-.:_AR T^ !AI-L PANEL.No ALL FUL-•a-!C-H B'._OCKING(CEN- y EeF... .;S A'C .. Nl OF @R nI-n ,:t \_!.. N �,.^? cFL- -.I . -irld NAILS; IF FLOOR g _ AUGUST ,LG.2 6. ET- -� -I�xU�<'=R.__ .S'<:, _,r:.. 5-.'`_ - `.- - -_TO�� .` F'=?.7C SI dr = .,iOIST Jr' -f2 tL? r ._ .0_-._ _\w_ ..-_, ,�. ..,._ C.C. _ _ .. ..__ ,ate.. _!CN ^ d N s �!< -. C: K 1 TO :-_ i ,.AIL F_R JST. -A a ._ .� F _. = N - SHEET F r. AR C FEN n '�I GL -,OP PLT w%' S RE r0 CEG _L ., (3)8d N IL E ..I:..5LKG T NA' c E = ,c 5 r1 r, 24' r\ - ,IjALL PANS- .�E&.D�GC_\, �_E _ s _ H1 .._-; O_LOWS'�WALLk L � � ,..0 � �-..�, .. _..10 7, _c F s yo REVISIONS BY } AUGUST 29,20e BJ W3036 W3036 W3036 W3036 ^ W 1842 W 2142 OCTOBER 11,2019 UC 3004x24 13536 B5 30 SPACE FOR W 4 D BELOW B03 30 ` BBC 48 lL SPACE as 12 OCTOBER 23,201S BJ u FOR OW �I ----- OCTOBER 2%201S BJ FILLER LAUNDRY v °m ------ ----------------- \ g, I I ,I I I V I \I I k VS 42 VS 36 VD3 IB V5 36 p x\ I h \( _ --- BATH 02 BATH "I \ \ V a � o S e CEILING I Nu I a r0 / III \'\ n,.. .,, W W CABINET CALLOUT LEGEND: II -Tl-� II T i Q t1 B•BASE CABINET try p 11 rZ BBC•BASE BLIND CORNER CABINET!BLIND LEFT OR RIGHT INDICATED) BCT•BASE COOKTOP 5D4=BASE CABINET W/4 DRAWERS BS•BASE SINK mI DW OC•OVEN CABINET YD3•VANITY BABE W/3 DRAWERS -J `�' x UC•UTILITY CABINET U OVS.VANITY SINK LLWWALL CABINETFILLER WBC•WALL BLIND CORNER(BLIND LEFT OR RIGHT) ®GARAGEAL (_1 ~ -I- HANGING \(\�..,0 EXAMPLES, KITCHEN GAS ON-DEMAND WATER CA5 i I I FIXTUR2� �.� (L� fy O o E W 3036 HEATER(VERIFY ELECT. it BSD BEE s20 IroIVI p H W•WALL CABINET,30•30 INCHES WIDE,36•36 INCHES HIGH REQUIREMENTS W/MFR.) l 9 N - i o w BD3 IS ~[ rZ o ♦-\ SHEET 4 TYP. a BO•BASE CABINET W/3 DRAWERS,18•16 INCHES WIDE ELECT. () Q EXH.F Z h a UC 3024x96 C IBINET PLANS FUR a- / , 'p Cr UC.UTILITY CABINET,30"WIDE,24"DEEP,96"HIGH 1i0 -- j `--' ` -a- a- O j 10' ' NOTE: TOP OF ALL UPPER CABINETS TO BE 96"ABOVE FINISH FLOOR SCALE: 1/2" a I-O° W D II 1 - m 8'CEILING CEILING (VERIFY W/OWNER). VERIFY HEIGHT OF VANITY CABINETS W/ I ® 2 m OWNER AND/OR BUILDER, VERIFY ACTUAL SIZES 4 CALL-OUT SPECIFICATIONS PER CABINET MAKER CHOSEN BY OWNER AND/ SEE NOTE s20 SHEET 4 OR BUILDER. VERIFY LOCATIONS OF ALL RE BACK PANELS, TYPICAL EXHAUST FANS END PANELS AND FILLERS h .--- I BCO III I y U 2114 SAFETY NOTE: ----- - _-_____ COVER \ II VERIFY FLOOR OUTLET S SD LENS (F) II \ LOCATIONS/TYPES(IF ANY) I 91m le Heatin S tam St ize'Washington State - - �`•>— (Ly Y 6 ROOM W/OWNER \ jj}p,h H t 1 tl N P Item is of ih 2075 K M1I gton Slate Energy Code NVSECI arM ACCA 'll b 'nonly.AomadgMs r i I sem o t '� TT�� Please RN out all of the green drop-d—and b0%es mat are appllcabN to your protect.AS YOU make selects—In the drep-0pwns for each aectlon =__• \� II \ \ '/ soma Values will a calculated for you.It you do not see the selection you head in the drop-down options,please call the WSU Energy Eiders on LU z Pram at(365)956-2042 far asslstano9. NOTE:- '.(/�' Y I....... , 2 W/ O Program r' l �nar coo;aarr r n VERIFY ELECT. W1 MENTS wA FOR JETTED TUB MFR. \ ,/ ASV,MANTEL(VERIFY v' l hdlau e"a.,ea.sears _ +ohs lr el w moan and aemoder,,, SPECS, / HAwwI�CiING \ HGT,W/OWNER) Z 1350}41a.3547 n - -_N / I FIXTURE H atln�aSvstarJi TyQ,Q_ asvc.:,,,: Beer P.-r:e JEBpI \\ 9 \ + To see deroledl scud c on r r nror ,na,wro sr n na• 71 BELOW) Ili ---.a v II _I i / NOTE: (K Design Temoeret °I _ ' - ,r.•w.a ro4y,..o aa..w.,a,on II `�.—_ - Ilr: I MANUFACTURER G FIREPLACE W Ceagn Temperature tARe,ance(IT) 47IJR VERIFY ELECTRICAL REQUIREMENTS � lIF ANY)FOR LPG FIREPLACE W/ y Arse of Bugdinn _— —_ C�Il z Comimored Floor Area - U O CondleonedFloor Area(wn) tazo'I NOTE: AVeregs g1Ung Haight Con ORloned Volume SOFFIT Z Average Calling Haight(it) 15,462 SWITCH TOP-HALF OF LH OUTLET ONLY TYPICAL Q z ,.an Doare U-Factor X Area . UA vW'WYtiaPII���4 0.280 220 61.58 _____________ U Ufaator X Area UA uea m :• 0.50 i6 8.00 I I Insulation Attic U-Factai X Area : UA -- - —_ 73 Area 4752 , \ � L 91ng1e 9SM at4olatVWlud CAI" ,.l, 4Vae a I;6 U-Faeew X Area O o UA } <y Above tare facto asr W a pw n U- r X Area UA matrac 0.056 1,789 100.181 V )-^'✓"�."�1�--'�"'� /// (O(� �� Floore U-Factor X Area UA ( /� lL "' 0.025 1,820 45.50LU LGTRICa4L i=LaLiN W z BsbwO da Weflan••Fl o U-Factor X Area UA a?i". �n' Noaeleoaan - SCALE: 1/4" s V-C" a Z �maw+aukaw nuxmawm�,a� Slab asbw Oreda AS•Fro a Az :,a s , F.Factor X..length._ UA ul , 4,selection -- sl eon6rod f F1eu ... F•Factor X Lengm UA NOTE: NF-F. -- 6 EXCEPT FOR EXHAUST FANS,SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS FIXTURE Location of butte LOCATIONS ARE DESIGNER'S SUGGESTION ONLY(VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ Duct Leakage Coemeiant OWNER AND/OR BUILDER). EXHAUST FAN SIZES t LOCATIONS PER NOTE a20 ON SHEET 4, EXHAUST 1.10 FANS TO COMPLY W/THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE ©1D7 9 Sum of UA 262.59 (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 50NEb o 0.1 INCHES WATER GAUGE. EXHAUST FANG gDDUPt,AN CUS7"DN Emalopa Hart 11 12.342 Stu l Hour -O BE VENTED TO OUTSIDE AIR TYPICAL. VERIFY ANY ADDITIONAL LIGHTING, 41V OR COMPUTER BU/LD/NO Dee/ON Hours,i scan wwxar At,Leakage Heat Lad 7,843 SW IHour WIRING REQUIREMENTS W/OWNER AND/OR BUILDER wm.x a.exa+x ors N•+. '': Bullalnp DRAWN BY Dasl n Hat Load 20.186 Stu I Hour aulidin IW Duct FNat Lad 22,203 Stu I Hour DATE ga AUGUST 21,201S '" na,nw.wne!wwaw:s..*aews,ro nntar.x r.lo .aam,wa.c.,..sumwewrvo,«•: ,x+ JOB NUMBER Mt%Imue Hs.Equipment Output 27,754 Stul Hour e.ea'm•,war r-rt.,,x+mnrroawrM,:,,m... 1912 e,.e%,w,mmmwuo„x+asro.Mau Aww DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET raamdsd/ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SWEET$ REVISIONS BY 12 OCT05ER IT,2019 BJ 6 p' SIMILAR A SIMILAR 6 I :07: A 124 OCTOBER 29,2019 BJ C C I I I — I G GARAGE PORCH BATH 01 D CORR. PANTRY OFFICE 7 BATH 02 BEDROOM 02 _ I � F F I Lui MM O "V i i 0 BUILDING SECTION I11 x 11^A SCALE: 1/4" . V-C" BUILDING SECTION BUILDING SECTION J � � SCALE: I/4" - SCALE: 1/4' I'-O" y LAMINATED COMPOSITION ROOFING 2 LAMINATED COMPOSITION ROOFING (VERIFY TYPE a COLOR W/OWNER) ' IZI, (VERIFY TYPE 1 COLOR W/OWNER) \ 30"BUILDING PAPER N 30-BUILDING PAPER O O SHEATHING!VERIFY W/ 1/ILI OSB SHEATHING CDX PLYWOOD OR TUIL ORB J R Q 1/2"CDX PLYWOOD OR TUILDER) BREATHING(VERIFY W/BUILDER) ENGINEERED TRUSSER 4"O.C. PER Ip ENGINEERED TRUSSES s 24"O.C, 12 B Q4 B C o ELEVS.� SIMP80N HI(OR EQ.)EACH TRUSS 4� — _ SIMILAR O o E BAFFLE FOR 1"MINIMUM AIR i m Sv 3 v SPACE ABOVE INSULATION 2x SCREENED/VENTED BLOCKING � o vi SIMPSON HI(OR EQ.)EACH TRUSS (MATCH TAIL DEPTH) 2x SCREENED/VENTED BLOCKING C 'O (MATCH TAIL DEPTH) 5/4x6 6162E CEDAR J 5/4x6 9152E CEDAR OR PRIMED SPRUCE SOFFIT MATERIAL PER ' rc OR PRIMED SPRUCE R-49 BATT INSUL. FASCIA W/5"CONT. y p FASCIA W/5"CONE OEILING TYPICAL METAL GUTTER(PER - OWNER AND/OR SWEDES METAL GUTTER(PER (VERIFY TYPE) PORCH LIVING DINING PORCH C ELEVATIONS) 1/2"HIGH-DENSITY OR 5/8" ELEVATIONS) Ix8 SIS2E CEDAR TRIM ua� TYPE-X GWB CLG,(USE 2x12 o BOTTOM OF BEAM ONLY 5/e"TYPE-X GWB• 6x8 DF-L"2 REAM TYP. H _ 51M. i V W E GARAGE CEILING)TYP. 2x4 TRIM o TOP OF POST 21 6'JD WALL PER PLAN,GENERAL 6x6 POST BEYOND!WRAP e NOTES e DETAIL'C'THIS SHIEST l2)2x6 TOP PLATE(LAP 3/4"MDF PANEL(TAPER) TRIM PER ELEVATION NOTE) _____ __-____ 6PLICES 48"MIN,TYP.) TRUSS/WALL DETAIL n TRUSS/BEAM DETAIL BUILDING SECTION N o SCALE: 1/4" • 1'-0" �n 2x STUDS(PER PLAN) V Ix2 CEDAR BATTENS o •16"O.C,TYP, 4x HEADER 2"RI610 INSUL• 16"O.C.!PRIME W/OIL- (PER PLAN) (R-10 MINIMUM) 4x4 HF"2 2x4 2x(MATCH WALL CAULK EDGES OF N R-21 GATT INSULATION THICKNESS) OT6�xSEE NOTE"2 RIPPED BARED PRIMER IF PAINT •CONDITIONED AREAS 'WINDOW FRAME WINDOW FRAME i0 BE APPLIED) 2x6 (VERIFY INSUL.OPTION 12 SHT.2 FOR DETAILS) IL o GARAGE W/OWNER) 1 c' 2x6 STUD WALL PER SLOPE BILL DETAIL'C'THIS SHEET R-38 BATT INRUL.FLOOR TYP. O V16"BLANK PANEL BIDING 3/4"T/G PLYWOOD(GLUE (VERIFY TYPE W/BUILDER) VAPOR RETARDER IF 2x6 EXTERIOR 2x4 EXTERIOR INTERIOR PARTITION SAW-CUT DRIP 1/2" 1 NAIL TO I-JSTS.TYP,) U PERM RATED PAINT .n NOT USED (INSULATED,HEARING) (BEARING) )NON-BEARING) OFO„ W/1/2"CHAMFER 1 % I SHEET 3 ISTS YE PER Q v M OUTER EDGE 2x10 BAND TYVEK OR EQUAL SILL s TOP EDGE TYPICAL _ � Z 1/2"GWB TYPICAL FLOOR FRAMING PLAN ON O NOTE: MINIMUM STANDARD SIRE UNLESS OTHERWISE NOTED. MIN. FINISH GRADE ° ° MODEL W/BUILDER) DO NOT USE HEARTWOOD BEAM WITH 4x DEPTH WINDOW SILL DETAIL TOP-BEARING HANGER TYP.EACH 4x6 HF"2 FLOOR BEAM(TYP.) FANEL SIDING DETAIL STANDARD HEADER DETAIL tj E SCALE: 3/4° = I'-O" __ Y 6"CONC,FDN•(PER o° c JST•POST SIZE PBFACE UP NUG PER POST TO BEAM CONNECTOR O C Ds PER FOUNDATION NOTES Q Jz O SCALE: 3/4" = I'-O" SCALE: 3/4" = 1'-O" FDNYFCANfNOTES) FDN.FLAN } 6-MIL.CLASS-''VAPOR SO-BLDG.PAPER TYP. Q RETARDER(VERIFY W/BLOR.) (UNLESS P.T.POST USED) '��` � ° ,�d'`..' ILI U INSULATION OPTIONAL �'�--_ �.���"--. / -----/ JU (VERIFY W/OWNER) P.T.2x6 PLATE PROTECT WOOD FRAMING o CONC.POUR 4"CIA.PERFORATED SIMPSON A z23!OR EQ.) L�// (ANCHOR PER W/G.I.FLASHING OR RUBBER MEMBRANE PIPE IN FREE•DRAINING CONC.FOOTING(SIZE NAILED BOTH SIDES TO Z M- 2x6 STUD-FRAMED WALL PER (VERIFY W/BUILDER) GRAVEL BASE IF REQ'D "REINFORCEMENT PER POST a FOOTING(IRC LL FLOOR PLANS,GENERAL NOTE6 NOTE"I ON SHT.2) (SEE NOTE"3 ON SLIT,2) FOUNDATION NOTES) SECTION R40T.3) lu 't e DETAIL'C THIS SHEET CONC.PATIO/ENTRY 4"CONC,BLAB kn 1x6 OR 3/4"PLWD.FILLER PER FDN.PLAN SLAB PER FOUNDATION SLOPE I/4"PLF)MIN.) Cn BV.P.T.PLATE PLAN NOTES FLOOR/FOUNDATION DETAIL ° �a ° 9 I/2 I-JOISTS PER MAIN 6"MIN. L1 L ° ° °d' a FLOOR FRAMING PLAN ON SCALE: 3/4" = 1'-0" FINISH GRADE ��Ic 6-MIL VAPOR ,•„.,,; ° `a rt6 ° •° �11 SHEET 3(VERIFY MFR./ a• RETARDSC�N e 4H MODEL W/BUILDER) NOTE: L ° �OMPA6TED 12"MIN. ° v' ha b ;w o ©2D79 6"CONC.FOUNDATION PER n b' P.T.2x8 PLATE RIPPED A—PLAN CULTOM z FDN.PLAN a NOTES ON SHT-- .' o, arRucT.FILL ° To 6" O E-2 O PER. THESE DETAILS REPRESENT GENERAL CONSTRUCTION PRACTICES. VERIFY ANY CHANCES TO DETAILS MADE BY a�eLoeN�oea/oN FDN.NOTE"2 ON SHT.2) L / 31'fr 4j1 -- COMPACTED STRUCTURAL FILL ° DRAWN BY ro ( 5 _e° ° 16'xT"CONC.FTC,E4031;, Ge -oP o� ,�`�a11-- --- 3}q"" ° 6" THE BUILDER OR BY OTHERS IF SAID CHANGES RESULT IN A BETTER WAY TO ACCOMPLISH THE INTENDED RESULT ®J CONC.FDN.(PER FDN.PLAN) OF THE DETAIL, DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS 4 DETAILS. IT IS THE DATE R£BAR 8"LONG TO TIE T CKENED SLAB I xT' CONC.FTC.(PER FDN.PLANT AUGUST 27,2019 PIPE N FREE-DRAAINNG y (PER, PLAN) a FouNDATION m 24 O.c Y1aICAL__.,i\ ° a BUILDERS RESPONSIBILITY t0 VERIFY ALL MATERIAL AND PLAN DIMENSIONS PRIOR TO STARTING CONSTRUCTION. \ o L. y JOB NUMBER 9ER�.PIPE IN FREE-DRAINING , ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE IS12 GRAVEL BASE IF REO'D GRAVEL BASE IF RE&D(SEE NOTE"3 LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER.NOT RESPONSIBLE FOR ANY CHANGES MADE TO THE (SEE NOTE"3 ON BHT.2) ON SHT,2) --� PLANS OR DETAILS BY OTHERS OR BY THE BUILDER ON-SITE SHEET GARAGE DETAIL DETAIL EXTERIOR SLAB AIL v SCALE: 3/4" • 1'-0" SCALE: 3/4" • I'-O" G/ OF EIGHT SHEETS , NOTES: EXISTING NEIGHBORING RESIDENCE SITE FLAN ` I `O I ES% LINE OF ROOF OVERHANG W 10' MIN, BUILDING q, O EXIST. CURB DRYWELL"288_O'I_E 115.55' SEPARATION p _ I rn y I. INSTALL SILT FENCE PER BMP C233 m PERIMETER OF AREAS DISTURBED BY CONSTRUCTION. VERIFY VEGETATED STRIP II''11 BMP C234)OR STRAW WATTLES(BMP G235)IF NECESSARY 10.43� 10.0�'__, I I I p DRY ELL "3 I W W AT STORMWATER OUTLET(IF ANY). STORMWATER CHANNELS L� M (IF ANY)TO BE STABILIZED PER BMP CI22,C202 AND/OR ID YW�LL"I V C209. IF STORMWATER CHANNELED TO EXISTING DRAIN I I {OUTLINE OF EXISTING I DRY ELL "4 INLET PROTECT PER BMP C220 AND MAINTAIN AS NEEDED r^ ' RESIDENCE(REMOVED) I .; PROP. OV'D I Z V y UNTIL CONSTRUCTION IS COMPLETED I ' M z PROP. COVERED PATIO I ? PATIO (P�RCH) 2. ESTABLISH CONSTRUCTION ACCESS PER BMP CI05 IF PAVED I e ROAD IS WITHIN 1,000 FEET OF SITE D, N, PROP. 4' I PROPOSED ; I Q °o rI I I coxc. wALK C RE51DENOF_. ti , p �' J g 3 r e I 3. BARE GROUND s PROPOSED STRUCTURE,AREAS DEFOLIATED m I { I PROP e { DURING CONSTRUCTION AND STOCKPILED SOIL TO BE �' 24 O {_ I 4' GONG.I I m PROTECTED WITH GROUND COVER PER BMP I m8.0 Z WALK �'M O E C120,C121,CI22,C123,CI24,C125,C131 AND/OR {..: i ,� I 'W 14 m a N C140 TO PREVENT EROSION PROP, CONC. OR , - �I p {-, I , m ASPHALT DRIVEWAY{—� Y: I I i ;t m c 4. CUT SLOPES EXCEEDING I FOOT VERTICAL IN (VERIFY W/OWNER) I: o- 2 FEET HORIZONTAL AND FILL SLOPES THAT _------- — O EXCEED 4 FEET HIGH AND/OR I FOOT HIGH IN SEE NOTE"2 ' I ROP. CONC. �— _ ----- = 3 FEET HORIZONTAL(IF ANY)WILL REQUIRE L PARKING _ BUILDING SETBACK— ? ENGINEERING(REFER TO BMP CI21,CI22,CI24, ' - - __ pV p C203 d C208) - g'1°59?55"E 11554' J 5. DOWNSPOUTS TO BE TIGHTLINED TO TERMINATION AT 64 CUBIC SEE NOTE"1 20.00' i 2 FOOT DRYWELL(4' x 4'x 4'). EACH DRYWELL TO SERVE NO 41.46' ----- — ------- MORE THAN 1,000 SQUARE FEET OF ROOF(3,08�.7 S.F. ROOF T, AREA WILL REQUIRE 4 DACH S MINIMUM). MAINTAIN 10'-0" SITE ' SEPARATION BETWEEN EACH DRYWELL. INSTALL FILTER FABRIC I I e BOTTOM a SIDES OF DRYWELL. INSTALL DRAIN ROCK t COVER W/FILTER FABRIC BEFORE BACKFILLING W/NATIVE SOIL. VERIFY LOCATIONS OF DRYWELLS ON-SITE W/OWNER SO AS NOT TO SG,4LE: l Il _ 3O1_OII ® tw^o 3 INTERFERE W/PLANT/TREE LOCATIONS(SEE ROOF DRAINAGE V/ PLAN ON SHEET 5 FOR DOWNSPOUT LOCATIONS) (�/ '� z LEGAL DESCRIPTION: O 6. RUNOFF FROM WELL-DRILLING t EXCAVATIONS TO BE DISCHARGED LL PER BMP C220<C236. DEMOLITION DEBRIS,CONC.TRUCK WASTE U Z CND OTHER POLLUTANTS TO BE MITIGATED PER BMP C151,C152 t PARCEL" 0052g900400600 153 z � � d 1. SLOPE CONC. DRIVEWAYS d WALKS AWAY FROM STRUCTURE MINIMUM PARCEL C 1/4" PLF(29.)TO DRAIN. DRIVEWAY WIDTH,SLOPE AND CROSS-SLOPE N LLB TO COMPLY W/REQUIREMENTS OF BUILDING DEPARTMENT OF LOTS 6 AND 1, BLOCK 4, MCMAHON'S FIRST ADDITION TO ARLINGTON, LU Q n JURISDICTION ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, W 8, IF PROJECT DETERMINED TO BE LOW-IMPACT DEVELOPMENT REFER PAGE 104, RECORDS OF SNOHOMISH COUNTY, WASHINGTON 0 d TO BMP C102,C208 a C231 (AUDITOR'S FILE 0201905105003) O NOTE:NOT ALL OF THESE ITEMS WILL APPLY TO EVERY SITE. IT IS THE Q- z BUILDER'S RESPONSIBILITY(AND BUILDING OFFICIAL)TO DETERMINE WHICH A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2, O lu LU ITEMS ARE APPLICABLE PER SITE CONDITIONS TOWNSHIP 31 NORTH, RANGE 5 EAST, W,M., ARLINGTON, WASHINGTON (y Z W LOT AREA: S,Z�6.0 S.F, m BUILDING COVERAGE: 2,Z16.0 S,F. (30.9%) " GONG. PATIOS, WALKS E PARKING: 630.6 S.F. (1.2%) DRAWN GRAVELLED DRIVEWAY: 445.1 S.F. (5.1%) BJ LANDSCAPED AREAS: 4,S63.1 S.F. (5(o.69.) DATE AUGUST 2-1,2019 • INCLUDES COVERED PATIO/PORCH JOB NO. 1912 wars REVISED AUGUST 29, 2019 B—0-.1" REVISIONS BY KNEE-BRACE PER DETAIL ON SHEET 5 OCTOBER 15,201S BJ EXISTING NEIGHBORING RESIDENCE 12 SHINGLE SIDING GABLES TYPICAL LINE OF ROOF OVERHANG 6� 10'MIN.BUILDING � (VERIFY TYPE W/OWNER AND/OR DRYW BUILDER) L ELL«2 O N ea°o'1_E 1i5.55' _ SEPARATION O EXIST.CURB LIVING ROOM CEILING HGT. -- — _- 2x8 6I62E CEDAR BAND W/1/2" CHAMFER m TOP EDGE TYP. 10 DRY ELL"3 _PLATE HEIGHT"' ID YA�LL"I� _ O •I� L 20.0' 11 bUTLINE or FXISTII CE(REMO ED) II I DRY ELL"4 I-n PROP.COvb I z 2x6 WINDOW/DOOR TRIM m TOP PROP.COVERED TO PATIO(P RGH) [F= 2.2 t 2.4 CORNER TRIMLLJ ® - (EXTEND I PAST SIDE TRIM), _z n (TYPICAL) r0 PROP.4' :?LL.1.. ;: PROPOSED U I 2.4 TRIM SIDES,2x4 CANTED -7 I �^• SILL BELOW(TYPICAL) o mI EI CONC WALK r RESIDENT `i g b ' 1 k PROP. E < y a 5.0' 24.0+ `k 1 4 CONC.I I z I V WALK _FLOOR LEVEL PROP,CONC.OR m ASPHALT DRIVEWAY (VERIFY W/OWNER) I' I ; O MASTIC-APPLIED STONE VENEER WRAP 6x6 POSTS a ENTRY PORCH ✓'y ROP.CONC. — _———————— = I I Z \ (VERIFY TYPE W/OWNER AND/ W/3/4"MDF TAPERED AS SHOWN SEE NOTE"2—I I PARKING _ �p BUILDING SETBACK— iu I II� y BLDR.)W/STONE CAP ABOVE EAST ELEVATION (2x4 TRIM m TOP,2x4 FLAT m BASE L — — � b: _ I SCALE: I/4" I'-O" ON CAP ABOVE 4"STONE VENEER) T - y = �-—- O SEE NOTE"I 20.08' 5/4x10 6I62E CEDAR OR RIMED- 4146' P , LAMINATED COMPOSITION ROOFING R O SPRUCE BARGE BOARD W/Ix2 CEDAR TRIM m TOP EDGE TYP. (VERIFY TYPE<COLOR W/OWNER) Ll SITE FLAN y M o - - - - - - - SCALE: I" =20'-0" I p cv rn LEGAL DESCRIPTION: J Q Q PARCEL"00529900400600 W O 5/4x6 SI52E CEDAR OR PRIMED- PARCEL C I O °o E SPRUCE FASCIA W/5"CONTINUOUS L0T5 6 AND 1,BLOCK 4,McMAHON'S FIRST ADDITION TO ARLINGTON, ;m W U PAINTED METAL GUTTER TYP. ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 2 OF PLATS, I o y PAGE 104,RECORDS OF SNOHOMISH COUNTY,WASHINGTON ©© (AUDITOR'S FILE"201905105003) ©© PANEL SIDING W/Ix2 CEDAR BATTENS I O a c m IS"O.C.TYP.(VERIFY PANEL SIDING A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2, TYPE W/OWNER AND/OR BUILDER, TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,ARLINGTON,WASHINGTON l PRE-PRIME BATTENS TYP.) I� 2x10 BAND W/I/2"CHAMFER m TOP LOT AREA: 8,116,0 S.F. BUILDING COVERAGE: 2,116.0 S,F.(30.9%)• lI 2 >V EDGE TYPICAL CONC.PATIOS,WALKS t PARKING: 630.6 S.F.(1.290 I J V GRAVELLED DRIVEWAY: 445.1 S.F. LANDSCAPED AREAS: 4,983.1 S.F,(56,890 •INCLUDES COVERED PATIO/PORCH NORTH ELEVATION ----- + ------- SCALE: 1/4" = 1'-O" SITE FLAN NOTES: MAXIMUM HEIGHT I. INSTALL SILT FENCE PER BMP C233 m PERIMETER OF AREAS DISTURBED BY CONSTRUCTION. -—-—-—-—-— VERIFY VEGETATED STRIP(BMP C234)OR STRAW WATTLES(BMP C235)IF NECESSARY AT STORI"IWATER OUTLET(IF ANY). STORMWATER CHANNELS(IF ANY)TO BE STABILIZED PER BMP CI22,C202 AND/OR C209, IF STORMWATER CHANNELED TO EXISTING DRAIN INLET PROTECT PER BMP C220 AND MAINTAIN AS NEEDED UNTIL CONSTRUCTION IS COMPLETED uJ z 12 �6 2 ESTABLISH CONSTRUCTION ACCESS PER BMP C105 IF PAVED ROAD IS WITHIN 1,000 FEET V OF SITE V z 3. BARE GROUND m PROPOSED STRUCTURE,AREAS DEFOLIATED DURING CONSTRUCTION AND STOCKPILED SOIL TO BE PROTECTED WITH GROUND COVER PER BMP C120,C121,CI22,C123, N CI24,C125,C13I AND/OR C140 TO PREVENT EROSION PLATE HEIGHT O U 3 4, CUT SLOPES EXCEEDING I FOOT VERTICAL IN 2 FEET HORIZONTAL AND FILL SLOPES THAT ®® �� EXCEED 4 FEET HIGH AND/OR I FOOT HIGH IN 3 FEET HORIZONTAL(IF ANY)WILL REQUIRE Z ENGINEERING(REFER TO BMP CI21,CI22,CI24,C203 t C208) tu � O 5. DOWNSPOUTS TO BE TIGHTLINED TO TERMINATION AT 64 CUBIC FOOT DRYWELL(4'x 4'x 4'). zN .n EACH DRYWELL TO SERVE NO MORE THAN 1,000 SQUARE FEET OF ROOF(3,081.1 S.F.ROOF Lu AREA WILL REQUIRE 4 DRYWELLS MINIMUM). MAINTAIN 10'-0"SEPARATION BETWEEN EACH Q z DRYWELL. INSTALL FILTER FABRIC m BOTTOM t SIDES OF DRYWELL. INSTALL DRAIN ROCK O EXISTING/FINISH GRADE t COVER W/FILTER FABRIC BEFORE BACKFILLING W/NATIVE SOIL. VERIFY LOCATIONS OF tu (NO SLOPE TO LOT) =p DRYWELLS ON-SITE W/OWNER SO AS NOT TO INTERFERE W/PLANT/TREE LOCATIONS(SEE .a _FLOOR LEVEL ROOF DRAINAGE PLAN ON SHEET 5 FOR DOWNSPOUT LOCATIONS) SLAB m GAR.DOOR OPNG. 0 6. RUNOFF FROM WE -DRILLING t EXCAVATIONS TO BE DISCHARGED PER BMP C220 t C236. bx6 P.T.OR CEDAR POST W/ LL DEMOLITION DEBRIS,CONIC,TRUCK WASTE AND OTHER POLLUTANTS TO BE MITIGATED PER Ix4 TRIM m TOP t 2.5 TRIM o BASE WEST ELEVATION BMP CI51,C152 t C153 O u1 1. SLOPE GONG.DRIVEWAYS t WALKS AWAY FROM STRUCTURE MINIMUM 1/4"PLF(2%)TO DRAIN. O 4 SCALE: 1/4" = I'-O" DRIVEWAY WIDTH,SLOPE AND CROSS-SLOPE TO COMPLY W/REQUIREMENTS OF BUILDING DEPARTMENT OF JURISDICTION 8. IF PROJECT DETERMINED TO BE LOW-IMPACT DEVELOPMENT REFER TO BMP CI02,C208 tUJ Z C23I 7 lnu' NOTE:NOT ALL OF THESE ITEMS WILL APPLY TO EVERY SITE. IT IS THE BUILDER'S RESPONSIBILITY U_ (AND BUILDING OFFICIAL)TO DETERMINE WHICH ITEMS ARE APPLICABLE PER SITE CONDITIONS LU ©207 9 ACCUPLAN CUSTOM 6U/LO/NG OE8/GN DRAWN BY BJ ILJ DATE FFM AUGUST 21,2019 JOB NUMBER 912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHIM IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE SOUTH ELEVATION 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR SCALE: I/4" = 1'-0" CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EICsFIT SHEET6 F58'Q" REVI810N8 BY FOUNDATION NOTES: 24'-0" 20'-0" 14'O" AUGUST 29,2019 BJ I. INSTALL PRESSURE-TREATED 2x6 BILL W/1/2"DIAMETER x 10"ANCHOR BOLT t 2'-1015" &4'R.O. 4'-0" 16.-0" 3"x3"xl/4"PLATE WASHER®4'-0"O.G.ATOP 6"CONCRETE FOUNDATION WALL. 2'-0" 20'-0" 2'-O" 10'-0" 10'-O" MIN.2 BOLTS PER PIECE MIN.3 1/2"/MAX,12"FROM END TYPICAL 2, INSTALL P.T.2x8 SILL RIPPED TO 6"WIDTH W/I/2"DIA.x 10"A.B.t 3"x3"xl/4" � ---, PLT.WASHER®4'-0"O.G.ATOP 6"GONG.FDN.WALL WHERE I-JOISTS ARE HUNG I FROM PLT.(SEE FLR.FRAMING PLAN ON SHT,3 FOR LOCATIONS). MIN.2 BOLTS Q 4 PER PIECE MIN,3 1/2"/MAX.12"FROM END TYP, HANG I-JSTS.W/TOP-BEARING HANGER TYPICAL 3. INSTALL 4"PVC DRAIN PIPE BELOW FOOTING a LOW POINT FOR POTENTIAL r--•-—-—-—-—- -—-—-—- --•-, • P O DRAINAGE(SUMP PUMP,ETC.)SHOULD WATER INFILTRATE CRAWLSPACE(INSTALL e $ CAP BOTH ENDS UNGLUED). VERIFY PLACEMENT OF 4"PERFORATED FOOTING ° K \� - DRAIN PIPE IN FREE-DRAINING GRAVEL BASE PER DETAILS'F','G't'H'ON BHT. A _ O 8, NOTE:FOOTING DRAIN MAY BE OMITTED IF SOIL DRAINAGE DETERMINED TO SEE NOTE"6 q BE GOOD PER IRC SECTION R405 AND TABLE R405.1(BUILDING OFFICIAL/ INSPECTOR TO VERIFY SOIL CHARACTERISTICS ON-SITE) d _ mm ________________ 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 ° ` —T+r------- POUNDS PER SQUARE FOOT. CONCRETE COMPRESSIVE STRENGTH TO BE 2,500 Q - H r----- - -------- PSI MINIMUM(VERIFY W/BUILDER AND/OR CONCRETE SUPPLIER) o 1I - SEE `-( O L a SEE NOTE"2 • 1 i C _ NOTE"I B. 4x4 POST ON SO-FELT(US 4x6 P05T a BEAM SPLICE), VERIFY POSITIVE ONNECTION d • '° Z POST TO FOOTING t POST TO BEAM TYP. '?Lu $ Q ' II''11 .1 ' W y 6. MINIMUM FOUNDATION VENTS REQUIRED TO COMPLY W/IRC SECTION R408 IS , W $ (L e SEE IS VENTS a I SQUARE FOOT PER 150 S.F.CRAWLSPACE AREA. IF CLASS I 0 ° E io NOTE"I VAPOR RETARDER INSTALLED THE MIN,NUMBER OF VENTS REQ'D IS 2(ONE s w 1L OD --- - '° VENT TO BE LOCATED WITHIN 3 FEET OF EACH CORNER OF THE BUILDING). e (L THE NUMBER OF VENTS SHOWN ON THIS PLAN IS 4 AND ARE LOCATED WHERE ° �^ THERE IS NO PATIO SLAB OR STONE VENEER AT EXTERIOR OF BUILDING N r.J -•:------:--•:--•:--•-:- ------ -------- TYP V SEE NOTE"2 = i Z T. REFER TO BRACED WALL PLAN ON SHEET 6 FOR LOCATIONS t CAPACITIES OF ° m 4'-O" UPLIFT DEVICES(STRAPS OR ANCHOR BOLTS FOR HOLD-DOWNS). VERIFY II SEE NOTE"8 `( ' TYPE W/BUILDER,VERIFY MIN.DISTANCE TO FDN.CORNER/OPNG.W/MFR. o 1 Q I SPECS.t INSTALLATION INSTRUCTIONS O SEE t--- • --- 8. FRAME PONY WALL W 10'-6" 1 . NOTE"1 1/2x6 STUDS®16"O.C.UP TO UNDERSIDE OF FLR.JSTS. O USE P.T.BOTTOM PLATE ANCHORED TO FTG,BELOW PER NOTE"1 THIS SHT. 1 $ 24'-5'6" 6'-2" 3'-4Sg"I •° 0 ' W SINGLE 2x6 CONT.PLT.ABV.(IF WALL IS LESS THAN 14"HIGH SHEATH ONE SEE e $ i O p E SIDE W/1/2"PLWD.OR-1/16"OSB PER IRC SECTI A,ON R602.9) NOTE"I y ►I 1 'm Sv O A SEE NOTE"2 '° iz Q W o vi OA 1'-4"x l"GONG.FTG.W/(2)"4 REBAR CONT. STUB"4 REBAR INTO FDN.ABV. , - ----- _JJJ SEE NOTE"8 - © -Q 48"O.C.(SPACING a 24"O.C.WHERE FDN.ABV.IS 48"OR TALLER) ° ---- - I -------p -• -• _- SEE BEAM SCHEDULE •° O m OB 6"CONC.FDN.WALL W/MIN.REBAR PER IRC TABLE R404.1.2(3). INSTALL"4 _ _ _ -__ -__ __; ��� --- -, ON SHEET 4 ______ REBAR CONTINUOUS AT TOP(INSTALL HORIZONTAL-4 REBAR®MID-WEIGHT/ Q O M Ir r-------� ` ------- ----------- -- ------------------ , NO MORE THAN 24"O.C.IF FDN.WALL EXCEEDS 24' HGT.) - ro s-- --Im-— ---�--_........ —_—�F_-- T"CONC,PAD FOOTING W/(2)"4 REBAR BOTH WAYS t 4x4 POST ON SO-FELT ABOVE `4 �9 N �0 12 6'-0" 5'-0" L 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" - - -2" O(p ° �I OD 2'-3"x 2'-3"x 9"CONC.PAD FTG.W is'-loll 4'-0" 35' /(4)"4 REBAR BOTH WAYS(INCORPORATE 3 N INTO ADJACENT RIBBON FTG.) EO 4"CONC.SLAB W/FIBER REINFORCMENT THROUGHOUT(VERIFY TYPE W/ -�O _ SEE C _ _____ _______ BUILDER AND/OR CONC.SUPPLIER). SLOPE 1/8"PLF(MIN.)TOWARD OVER- 1 3,-T„ _ NOTE"I Q HEAD GARAGE DOORS ° 1 SEE Ir - NOTE"8 •° OF 4"CONC.SLAB W/FIBER REINF.THROUGHOUT(VERIFY TYPE W/BLDR,AND/ 1 17-11" 2'-6" 4'-0" 4'-0" 4'-0" 4'-O" 4'-0" 5'-O" 5'-O" 5'-O" 4'-IC 4" OR CONCERIOR SUPPLIER). SLOPE I/(M PLF AWAY FROM HOUSE WALL. TURN-DN, TYPICAL- N EXTERIOR EDGE TO EXTEND 12"(MIN)BELOW FINISH GRADE(6' MIN.WIDTH I ° 1 -—- Ill A --- - � I � 1 M e BOTTOM)PER DETAIL W. ON SHEET 8(VERIFY FINISH W/OWNER) SEE NO "5 TYP. 1_____t____ — t______ I_� SEE NOTE"2 O I'-O' x f-O"CONC.PIER W/SIMPSON CBSQ66-6DS2(OR EQUAL)FOR 6x6 PO St Q __ - ABV. EXTEND TO BOTTOM OF TURN-DN.SLAB EDGE OR 12"MIN.BELOW FINISH a' -�® --- - -$ Q GRADE) 1al `________________________________________________________ 16„ V OH P-3"x 1'4'CONC.PIER W/SIMPSON CBSQ66-SD52(OR EQUAL)FOR 6x6 POST 11 a A O z ABV. EXTEND TO BOTTOM OF TURN-DN.SLAB EDGE OR 12"MIN.BELOW FINISH .mv SEE I I _ GRADE) SEE NOTE"2 NOTE"1 $ S N Q 1 a l O N --- J IL JO STUB 8"LONG"4 REBAR 3"(MIN) ---INTO FDN,t 4"(MIN.(INTO EXTERIOR SLAB® I 1� ------------- ---- O � 3 24"O.C.PER DETAIL'H'ON SHT.8(THICKEN SLAB AS NEEDED FOR MIN.2" SEE GONG.COVERAGE®REBAR) . NOTE"I o 'J--' '----- -------------------'F to ' O K THICKEN SLAB EDGE®GARAGE DOOR OPNG,TO 6"t INSTALL"4 REBAR CONT. u O 1 a SEE Z NHM © POUR SLAB THROUGH MAN-DOOR OPNGS.TYP. NOTE"1 1 $ v in =F W O 16"x 6"(MIN.)SCREENED FDN.VENT(SEE NOTE"6 ABV.) M 1 A$ 1 r-,O Oa Or m 0 ON 30"x 24"CRAWLSPACE ACCESS(24"x 18"MIN.PER CODE,VERIFY LOCATION SEE NOTE"2 1-----r__-1---'+L_________ ____ -—-—-—-—-—-—- -—- Un-'I W/OWNER), VERIFY AREAWELL t HATCH/DOOR W/BUILDER(SEE NOTE"I6 ON ___ kn SHEET 4) I J -j J v tu `----------------------------------- 0 n © 4"CONC.WALK W/FIBER REINF.THROUGHOUT(VERIFY TYPE W/BLDR.AND/OR P t Z CONC,SUPP "LIER). SLOPE 1/4"PLF AWAY FROM HOUSE WALL, TURN-DOWN O tu EXTERIOR EDGE TO EXTEND 6 (MIN.)BELOW FINISH GRADE l6"MIN.WIDTH® �, BOTTOM,VERIFY FINISH W/OWNER) O 4 OQ 4"CONC.APRON IN FRONT OF GARAGE(VERIFY DIMENSIONS W/SITE PLAN) SLOPE AWAY FROM RESIDENCE 1/4"PLF MIN.(VERIFY FINISH W/OWNER) II'-9k" 22'-6" J Z WIDEN FOOTINGS I/4"a ADD"4 REBAR CONT. lu }24'-0" 27 O" 12'-0" n' U- FOUNDATION PLAN SCALE: I/4" = I'-0" on ©207 9 ACCUPLAN CUBTCM 6U/LO/NG OE8/GN DRAWN BY BJ DATE AUGUST 21,2019 JOB NUMBER 1912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO w STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 1 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY AUGUST 29,201S BJ 9 1/2" (—JOIST MAX. SPANS L/480, SIMPLE SPAN, 40"LL, 50" TL JOIST TYPE 12"O.C.SPACING I6"O.C.SPACING - - - - - - - - - - - - - - - - - - - - - - - - - - - GPI 20 I1'4" 15'T" GPI 40 IS.-O., 16'-6" SEE NOTE"2 ON SHEET 2 , I III I I I I I I I \ O LPI 20PLU5 16-l„ 15-8„ , Z � SEE NOTE"1 LPI 32PLUS ".4. 16'-2" ON SHEET 2 , 41 y LPI 42PLUS IS'-4" 17-2" -'SEE NOTE"2 ON SHEET 2 I I I I I I I I I O PWI 20 16'T" 15'3° I I Q O PWI 30 6 4 L PWI 40 IS.-O.. 2 t1, I I Z O M PWI 45 IS'-0" I6'5" - Iw I I I SEE NOTE( 'SEE NOTE"1 III IZ PWI 4T I Iw I ON SHEET 2" I Pull 3 I 50 IT-10" 16, " I N I I I I I I I I I I I I I I III I ' I I I I'�_,I III PWI 60 18'-II" Il'-3" _ _ _ _ -- SEE NOTE"2 _ _ _ _ O o E I ON SHEET 2 W ° PWI„ 19'4" 1S'-0"20 - _ / I �II�� 3-3"PWI 90 22 E TEI"9 EIJ EjM S- UL o I I O TJI IIO I I Oil SF�ET TIP, I Ir ,Ir ,I ,Ir ,I ;I Ir Ir, ,Ir,Ir,Ir,r I III I — h I I\' I TJI 210 Il'9" 16 3" 11;2 6 ,O 16J I I I I I I I I I I I I I y TJI 310 S'-3" 6'S" I I I I I I I I I. . 'SEE NOTE•( SEE NOTE-1 ' �1 I�I I ICI I OI I ON SHEET 2 6. I I I I I I I[C1,�ol I I I O I I I I� I 1�= I I I I I N�I FLOOR FRAMINGNOTES: o T 21 I I I " _ ' w + IIIIIIII . I I= II MII I I I IzI I�oI I I I I I I I I I. 9 I/2" -JOISTS a 16"O.C.TALL LISTED -JOIST MODELS WORK) N, I IW I 2. MINIMUM 2x6 HF"2 JSTS, 12"O.G.+MUDSET SHOWER(VERIFY I®I O I I I I I I I I I I I I I IIm I I I SEE NOTE("9 I I PLACEMENT t SHIMS A5V.PLT./BELOW EXTERIOR WALLS) z I I II 3, 9 1/2"I-JST.WHERE SHOWNuj �� I I I I I I I I I I III I III 16T�' I 4, SISTER 2.10 DF-L"2(OR EQJ THIS SIDE OF 9 1/2"I-JST.(SEE NOTE ,I ,1 I I "T ON SHT,4) I I h I I I I I I I I I II I I I I I I I I I I IIV SEE NOTE"25, VERIFY INSTALLATION OF SHIM MATERIAL®JSTS.THAT ARE LESS � ' IS ON SHEET 2 z THAN 9 I/2"DEEP IN ORDER TO MATCH I-JST.DEPTH 16"TYP.� 16"I SEE NOTE"1 N 6. VERIFY RIM JOIST MATERIAL W/I-JST.MANUFACTURER ON SHEET 2 N 11 INSTALL 2x10 BLKG.BTWN.I-JSTS,o BEAMS(OR PER -JST.MFR. I I I I I I I I I I "Ir--I- -11 JIh I0 U 3 RECOMMENDATION) I I I I I = I I /L /L /L J J� z w "SEE NOTE"2 8. MIN.2x6 HF"2 JSTS,s 16"O.G.FOR MUD-SET FLUSH STONE HEARTH I O I I I ' - - _- ON SHEET 2 OPTION(VERIFY W/OWNER-OMIT IF HEARTH OPTION NOT USED) Z 'SEE NOTE"1' Z N .if Lu 9. INSTALL 2XIO BLOCKING BTWN.FLR.JSTS.ABV.PONY WALL BELOW I I I I I I m I I ON SHEET 2 Q O z PER NOTE"5 ON SHT.6(SEE NOTE"6 ON SHEET 6 WHERE PONY SEE NOTE"1 N M� WALL IS PARALLEL TO JOISTS), VERIFY BRACED WALL LOCATIONS �• f N W/BRACED WALL PLAN ON SHEET 6 ON SHEET 2 Ul- - - - - - - - - to .a 10. POST BASES/WOOD CONNECTORS/BEAM 4 JOIST HANGERS TO BEtu SIMPSON STRONG-TIE(OR EQUAL--VERIFY W/BUILDER)AND SHALL tu BE GALVANIZED TO RESIST CORROSION SEE NOTE"2 f() z ON SHEET 2 - uj O Q FLOOR FRAMING FLANJU �a SCALE: 1/4" = I'-0" ui lu u- m ©2C 1 9 ACCUPLAN CUSTOM 6U/LO/NG CE8/GN DRAWN BY BJ DATE AUGUST 21,2019 JOB NUMBER 1912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS GENERAL NOTES: 58'-O° REVISIONS BY 24'-0" 20'-0" 14'-0" AUGUST 29,2019 BJ I. VERIFY DIMENSIONS SHOWN ON PLANS.DO NOT SCALE OFF PLAN COPY. 2'-1015" &4'R.O. WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL WSEC SECTION R40ro ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS TL10'-O" 10'-O" 4'-3" �'-0" OCTOBER 11,2019 BJ 2, FRAME EXTERIOR WALLS W/92 5/8"2.6 STUDS o 16"O.C.TYPICAL. FRAME i OCTOBER 23,2019 BJ GARAGE EXTERIOR WALLS W/92 5/8"2.6 STUDS-16"O,C,W/Ix6 OR 3/4" EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS PLYWOOD FILLER BETWEEN BOTTOM PLT.i P.T.PLT.BELOW(VERIFY T.O. FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: OCTOBER 2%2019 BJ GARAGE P.T.PLT.IS FLUSH W/REST OF FDN.). VERIFY EXTERIOR SHTH'G TYPE W/BUILDER I. SMALL DWELLING UNIT: 1.5 CREDITS DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO _________ _________ 3. FRAME INTERIOR WALLS W/92 5/8"2.4 STUDS(U.N.O.ON PLAN)®16"O.C. TYP. INSTALL GYPSUM WALLBOARD BOTH SIDES TYP.N.N.O. OWNER AND/OR BUILDER). ANGLED WALLS TO BE 45 DEGREES TYP.U.N.O. EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA 6 BUT LESS THAN 1,500 SQUARE FEET I = 4. FRAME WALL W/2x6 PLATES a 2.4 STAGGERED-STUDS®Ir."O.C.IN PLANE. 2, MEDIUM DWELLING UNIT: 3.5 CREDITS WEAVE R-13 BATT INSULATION THROUGH STUDS FOR SOUND ABATEMENT ALL DWELLING UNITS THAT ARE NOT INCLUDED IN"1 OR"3 EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 IS'-0"xl'-0"OVER E GARAGE DOOR I P.T.OR CEDAR 6.6 s 5. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")MIN.BETWEEN CREDITS SEE OTE"13 POST( ERIFY TYPE Y ROUGH OPENING 1R.0,)AND NEAREST WALL OX W/BUIL ER) (2)30 O SH n O (SEE NOTE•12) G 3, LARGE DWELLING UNIT: 4,5 CREDITS O v ____ ____ _ _-__-__-_ ___ 6, DIMENSIONAL LUMBER TO BE HEM-FIR"2 TYP.U.N.O. USE 4x4 HF"2 HEADER ----- ----- -------- SEE ` C DWELLING UNITS EXCEEDING UNITS SE SQUARE FEET OF CONDITIONED FLOOR AREA. p - IN EXTERIOR WALLS ABV.DOORS 6 WINDOWS U.N.O.MOTE:HEARTWOOD �( ,-• ,-, SEE OTE•13 I 3 NOTE"13 � EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 BEAMS ARE NOT TO BE USED W/4x DEPTH), EMS,<HDRS.TO HAVE I I/2" CREDITS I N c�v MIN.BEARING TYP.U.N.O.IN REMARKS SECTION OF BEAM SCHEDULE(BITS. I N -,r' \ O SHOWN ARE MIN.REQ'D OR BETTER--SIZE AND GRADE MAY BE INCREASED I Q P11 Z ! N ❑ 4, ADDITIONS LESS THAN 500 SQUARE FEET: 0.5 CREDITS Q �I I (L O PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CONSTRUC- COVERED PATIO <I O m _ TION SHOULD BE VERIFIED WITH DESIGNER SINCE ALL STRUCT.MEMBERS m - ARE SIZED FOR THEIR SPECIFIC LOCATION<LOADS SUPPORTED) WSEC TABLE 40(o.2 (ENERGY CREDITS) SEE NOTE"13 mj 0 Q = r ' W MM� NOTE: REFER TO 2015 WASHINGTON STATE ENERGY CODE TABLE 406.2 FOR COMPLETE Q 4 2-CAR GARAGE SEE NOTE"8 ° BEDROOM 02 'O Q �1d 1. INSTALL PLYWOOD FILLER(NONSTRUCTURAL)BETWEEN -JOIST WEB AND 2x10 - in 1 LIST OF ENERGY CREDIT OPTIONS AND VALUES SJOIST S JOIST(BTWN,TOP BOY.FLANGES,VERIFY PLWD,THICKNESS W/ 5036 XO 60610 OX FRENCH SGD AND USED). NAIL 2x10 TO AVOID W/16d NAILS FLANGE O.C.MIN.3"FROM TOP OPTION DESCRIPTION CREDITS w o GAP _ _ 2 3�'�1115" r�^^ O O AND BOTTOM OF JS1.TO AVOID SPLITTING I-JST.FLANGE(VERIFY LOCATIONS la EFFICIENT BUILDING ENVELOPE Is: 0.5 � V W/FLOOR FRAMING PLAN ON SHEET 3) 2 3 2 M Prescriptive compliance to based on Table R402.1.1 with the r-- I DW I following modifications: I O 8, VERIFY PLACEMENT OF 4x4 OR 4x6 POST IN STUD WALL BELOW ENDS OF Vertical fenestration U=0.28 O 1 p I? ' \ h GIRDER TRUSS ABV.W/ROOF FRAMING PLAN ON SHEET 5 X - Q `r SEEN TE"4 Floor R-38 -- - m O N O p p 2040 SKYLIGHT = O C m Slab on fade R-10 perimeter and under entire slab 13'-6'h" 9'-4' -9. INSTALL 2x6 BACKING FOR TOWEL BARS BTWN.STUDS CENTERED 48"A.F.F, g h OO �, I (2 TYPICAL) = Q (VERIFY LOCATIONS W/OWNER). VERIFY 2x4(MIN.)CENTERED ABV.GAR, Below grade slab R-10 perimeter and under entire slab V N Ia _ O i J 13,-0" 615 I'-10° 1��� Z KI`f N T SEE O = \ y DOOR OPENING FOR DOOR OPENER TRACK ATTACHMENT IF NDR.ATTACH- or -- MENT AT THAT LOCATION NOT POSSIBLE compliance based on Sectlon R402.1.4:Reduce the Total UA > "_� _ NOTE -22 {y p SEE NOTE•16 p ry V C `9 - VANITY m fjj - b 5% R DINING ROOM a i O o E 10. INSTALL 1/2"GYPSUM WALLBOARD(MIN.)AT GARAGE/HOUSE WALL 4 GARAGE r GAS R HEATER --- 4'10" 3'-0'i m 3b HIGH EFFICIENCY HYAC EQUIPMENT 3b: I.O (NO STEP) IC TH M2 Q O m Sv O BEARING WALLS,AND 5/8"iYPE-X GWB a GARAGE CEILING TYP. INSTALL WATER HEATER Q n, m O= 7n ly u Alr-source heat pump with minimum HSPF of 9.0 Z p m , Q N Q o vi 20-MINUTE RATED DOORS BTWN.HOUSE a GARAGE W/SELF-CLOSING SEE NOTE"10 w k , v To qualify to claim this credit,the building permit drawings shall SEE NOTE"10 > O = .9 '/ m i a HARDWARE Z Y N m- specify the option being selected and shall specify the heating = ELECT, 3 O Ir J N tiA SEEN E• 2 y 11. DECK/PATIO RAILINGS TO COMPLY W/IRC SECTION R312 IF DECK/PATIO IS equipment t e and the minimum equipment efficiency. H O O LL 1 -2 /I6" d = O Y.T.O.f cv FURN. 30"OR MORE ABv,FINISH GRADE WITHIN 36"OF DECK/PATIO EDGE(VERIFY 5a EFFICIENT WATER HEATING 5a: 0,5 . o'k]a'ka4' - w - � `J. sHLvs. ON-SITE). PICKETTS SHALL BE SPACED SO 4"DIAMETER SPHERE CANNOT All showerhead and kitchen sink faucets installed In the house Q = U --- --- unu1Y _ W = �' 1, Q ,IY CABINET _ -r 8, N PASS shall be rated at 1.15 GPM or less. All other lavatory faucets - W D .9 _ _______ 8'CEILING __ N _ shall be rated at LO GPM or less. 10'CEILING "�„ y = 12, EGRESS WINDOW DIMENSIONS,CLEAR OPNG.AND SILL HEIGHT TO COMPLY �+' ' rr^^ 2 m U To qualify to claim this credit,the building permit drawings shall 0 b„ YJ > W/IRC SECTION R310(MIN.5.1 S.F.NET CLR,OPNG.,MIN.24"OPNG,HGT., a ecif the option bel selected and shall a eciF the maximum N N " - 7 i ' V c y p ng Ic y p 13'-41'z" 3• 2'-5" 3-8 6'-8'xi" _ MIN.20"OPNG.WIDTH,MAX.44"FIN.SILL HGT.). VERIFY COMPLIANCE W/ = m flow rates for all showerheads,kitchen sink faucets and other v o M WINDOW SUPPLIER AND/OR MANUFACTURER) O-, •S„ 3'-10" 8'-I" I'-51h" 2'-5" 3'-4" -4>•4" 30 N0 10 9/16" r 1 W N d levator faucets. = V 13, VERIFY STUD LOCATIONS AT HOLDDOWNS DURING FRAMING TO ALLOW REQ'D 5c EFFICIENT WATER HEATING 5c: 1.5 fY °j 3' I6" 5'-10-W, i Z�O CLEARANCES FOR HOLDDOWN/STRAP TO BE INSTALLED CORRECTLY(VERIFY Water heating system shall Include one of the following: 3 - _ d IU OFFICE m -____ + ------- 3' W/MFR.SPECS,i INSTALLATION INSTRUCTIONS). VERIFY PLACEMENT OF HOLD- Gae,propane or oil water heater with a mtnlmum EF of 0,91. SHWR. ® ® m N Q qj m w DOWNS AND/OR ANCHOR BOLTS IN FOUNDATION W/MFR.SPECS.FOR MINIMUM or 90 VANITY - m > DIMENSION FROM CORNER(SEE FOUNDATION PLAN ON SHEET 2 AND BRACED Solar water heating supplementing a minimum standard water heater. m N = I WALL PLAN ON SHEET 6 FOR HOLDDOWN LOCATIONS) Solar water heating will provide a rated minimum savings of 85 " BAT{-( «I = P,a.NTRY N 1VI G CEILING N therms or 2000 kWh based on the Solar Rating and Certification - - LIVING ROOM a 14, WATER LINES IN UNHEATED AREAS TO BE INSULATED. HEAT DUCTS TO BE R-8 Corporation(SRCC)Annual Performance of OG-300 Certified ,� O MIN,t EXHAUST DUCTS MIN.R-4. VERIFY INSULATION IS INSTALLED BEHIND p `! SEE NOTE"9 - Q m PARTITIONS,IN CORNERS,FITTED AROUND WIRING/PIPES AND IN SPACES Solar Water Heating Systems, c IL 3'-O" m 12"SHLvS. BEHIND BATHTUBS 4 SHOWERS. SEAL OPNGS.AROUND INTERIOR PLUMBING or p w B w p• 3 SEE Electric heat um water heater with an EF of 2.0 and meetin the - t 6'-4" 3'-8" 4'-41'i" 2 4" !rx Uj O PIPES®EXTERIOR WALLS pump 9 D W Z NOTE"13 standards of NEEA'S Northern Climate Specifications for Heat r O N z p p 2-4 - - - - - - - - �. d) 15. INSTALL 6-MIL BLACK POLYETHYLINE VAPOR RETARDER ON BARE GROUND Pum Water Heaters. 9 O O 2 30 O - V/ BEFORE POURING INTERIOR<GARAGE SLABS To qualify to claim this credit,the building permit drawings shall ' S ril w x �I R kxQ \ z specify the option being selected and shall specify the water w d l 4 m = 16. CRAWLSPACE ACCESS MIN.24"x 18". ATTIC ACCESS MIN.30"x22". INSULATE heater equipment type and the minimum equipment efficiency and, tYj Ni O --�,� - �Q --�• S ALL ACCESS HATCHES TO CRAWLSPAGE/ATTICS TO THE EQUIVALENT RATING for solar water heatln stems,the calculation of the minimum 13'-0"PO KET DOOR O m �� @ Q N (� OF THE INSULATED FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. g N IL 2-4 O �( U IL Q ener aavl s. 4'315" 4" 4'-10' = m FLUSH TILE HEARTH 5 m VERIFY ALL ACCESS LOCATIONS W/OWNER. VERIFY INSULATION DAM IS V.T.O. INSTALLED AROUND ATTIC ACCESS IF LOCATED IN INSULATED CEILING TC TOTAL ENERGY CREDITS: 3,5 3 -- MAINTAIN REQ'D INSUL.DEPTH. MIN.HEADROOM ABV.ATTIC ACCESS TO BE �I N m BEDROOM •I - - - - - - 2"S/L 4 12"S/ 3 2 30 O y NO LESS THAN 30"CLEAR AT ANY POINT(ACCESS NOT REQ'D TO ATTICS W/ "I TEMP. TEMP, FALSE BEAM � L LESS THAN 30"CLEARANCE(BUILDER TO VERIFY LOCATIONS ON-SITE) WALK-IN = w SEE NOTE•8 l TO MATCH O Z 11. SHOWERS d LAVATORIES TO HAVE GPM LIMITERS INSTALLED PER NOTE"14 VERTICAL FENESTRATION SCHEDULE p m CLOSET - R NO E•13 SIM.) PORCH U.I (ENERGY CREDITS OPTION 5a)ABOVE (WINDOWS AND DOORS) m I� m La O Z le. IF ON-DEMAND HOT WATER TANK NOT USED MOUNT HILT ON PLATFORM IS' LOCATION SIZE••• TYPE AREA UA O N 5 5 ABV.GARAGE SLAB. STRAP WILT TO WALL PER IRC SECTION M1301,2 AND 0 ----- -_-= - = '- /tu � PROVIDE OVERFLOW PAN W/DRAIN TO EXTERIOR. INSTALL TEMPERATURE KITCHEN 5036 SLIDER 11.5 0.28 W 0 •a DINING ROOM 60610 FRENCH SGD 42,40 0128 BENCH SEAT p <PRESSURE RELIEF VALVE(W/PIPE TO EXTERIOR TERMINATION)PER IRC BEDROOM"2 (2)3050 SINGLE-HUNG 30.0 0,28 '�' CHAPTER 28 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LU OFFICE (2)3050 SINGLE-HUNG 30.0 0.28 2020 PIC (2)3050 SH P,T,6xg POST W/3/4"MDF TAPERED 19, STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOWS: LIVING ROOM (2)3050 SINGLE-HUNG 30.0 0.28 (SEE NOTE"12) PER ELEVATION)ABOVE t ONE VENEER N Z FLOOR: 40•PSF LIVE LOAD,50"PSF TOTAL ENTRY 10610 SIDELITE 8.02 0,20 -BASE(3 POSTS TYP.,CO ECT TO BM, O tu DECK: 60"PSF LIVE LOAD,10"PSF TOTAL ENTRY 30610 ENTRY DOOR 21,11 1 ABV.W SIMPSON CC6(.OR EQUAL) (t Z > ROOF: 25"PSF LIVE LOAD,35"PSF TOTAL ENTRY 10610 SIDELITE 6.02 0,20 34' 9'89♦' II'-9'ia" �" 1/O- Q WALL WEIGHT: 10"PSF TOTAL BEDROOM"1 (2)3050 SINGLE-HUNG 30.0 0,28 GROUND SNOW LOAD: 25"PSF BORM,"1 CLO. 2020 FIXED 4.0 0,28 4'-9�a' 4'-13i 1'-0'h' T-6' 3'-0' 8'-5' 3'-4'h" fIf�L� DESIGN WIND SPEED: 85 MPH(EXPOSURE C) BATH"1 (2Y1640 SINGLE-HUNG 20,0 0,26 1/- SEISMIC ZONE: D2 9'-5f4' 14'-61ts 2'-2' 14'-SW 71 5'-Olh' 5'-81h' SOIL BEARING: ASSUMED 1,500"PSF MAXIMUM LAUNDRY 2640 SINGLE-HUNG 10.0 tu 24'-0" 22'-0" ".-0'. tu n' 20, MINIMUM EXHAUST FAN SIZES REQUIRED TO COMPLY WITH THE WASHINGTON SUM OF VERTICAL FENESTRATION AREA AND UA 219.94 2.64 W STATE VENTILATION t INDOOR AIR QUALITY(VIAQ)CODE ARE AS FOLLOWS: VERTICAL FENESTRATION AREA WEIGHTED U.UA/AREA 0,012 58-0 Q LU }•�� U_ KITCHEN: 100 CFM RANGE HOOD FLOOR FLAN V A LAUNDRY: 50 CFM(80 CFM RECOMMENDED) EXEMPT SWINGING DOOR l24 SQUARE FEET MAXIMUM) m BATHROOMS: SO CFM(80 CFM RECOMMENDED) ••EXEMPT GLAZED FENESTRATION(15 S,F,MAX.) NOTE:ALL FANS ON 20-MINUTE TIMER TYPICAL. WHOLE-HOUSE EXHAUST FAN •••SIZES SHOWN ARE FEET/INCHES(EXAMPLE:2040.2'-O"x4'-O") SCALE: I/4" - I'-O" 1,820 S,F, (IF REQ'D--VERIFY W/HVAC CONTRACTOR)TO HAVE A SONE RATING OF 1.5 TABLES R402.1.1 AND R402.1.3 COMBINED - SEAM SCHEDULE OR LESS i BE WIRED TO A TIMER OR DEHUMIDISTAT. VERIFY PROPER 7 1/ CLIMATE ZONES 5 AND MARINE 4 604 S.F. GARAGE INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN CEILING. OVERHEAD GLAZING (SKYLIGHTS) R-VALUE U-FACTOR BEAM" SIZE d TYPE REMARKS IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR SKYLIGHT LOCATION SIZE AREA UA FENESTRATION ---- 0.30 FEET OF THE AIR HANDLING UNIT. UNDERCUT INTERIOR DOORS TO ALLOW KITCHEN 2040 8.0 0.50 4x6 HF•2 ©ZO 9 AIR MOVEMENT, SEE ELECTRICAL PLAN ON SHEET 1 FOR LOCATIONS OF SKYLIGHT ---- 0.50 ACCUPCAN CUSTOM KITCHEN 2040 6.0 0,50 CEILING 49 0,026 EXHAUST FANS(VERIFY EXH.FANS TERMINATE AT EXTERIOR OF BUILDING, su/�O/NG OEs/GN TYPICAL) WOOD FRAME WALL 21 INT, 01056 z 4x8 DF-L"2 SUM OF OVERHEAD GLAZING AREA AND UA I6,0 1.00 MASS WALL R-VALUE 21/21 01056 ��g DRAWN BY 21. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS(CALCULATED OVERHEAD GLAZING AREA WEIGHTED U.UA/AREA 0.0625 FLOOR 30 0,029 w z 3 4x10 DF-L"2 BJ ®I/300th OF ATTIC AREA): BELOW GRADE WALL 10/15/21 INT.TB 0.042 - DATE MINIMUM REQUIRED: 1,303.10 SQ.IN. TOTAL SUM OF FENESTRATION AREA AND UA 235.94 3.64 SLAB R-VALUE<DEPTH 10,2 FT. 4 4x12 DF-L•2 AUGUST 21,2019 ACTUAL PROVIDED: 1,3%,84 SQ.IN, FOR HEATING SYSTEM SIZING CALCULATIONS) JOB NUMBER VENTED BLOCKING: 603,20 SQ,IN.(64 s 9,425 SQ,IN.EACH) 5 6x8 DF-L•2 1912 2"CONT.SOFFIT VENT: 140.6$0.IN.(16 L/F"8.8 50.IN.PLF) DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. � 3 I/8"xl2"GLB 24F-V4 DF/DF 23'-9"TOTAL LENGTH, RIDGE VENT: 651.84 SQ.IN,l84 L/F®1.16 SQ.IN.PLF MAX.) SNIFFY 22. (NOTE-2 1/2"ON SWEET PLWD.OR 1/I6"MUM SHEATHING ONE SIDE OF WALL PER IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO ..34"CAMBER RECOMMENDED NOTE"2 ON SHEET 6(VERIFY MINIMUM SHEATHED WALL LENGTH W/BRACED STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE WALL PLAN 4 CALCULATIONS ON SHT.6) 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR 23, SEE SHEET 1 FOR SIMPLE HEATING SYSTEM SIZE PER 2015 WSEC CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 4 1 OF EIGHT SHEETS REVISIONS BY ROOF FRAMING NOTES: ---SEE NOTE"12 D5o - DS I. ENGINEERED TRUSSES®24"O.C.,SPAN 34'-0",24"TAILS(PLUMB-CUT DIMENSION TYPJ w I'-4 3/16' 2. ENG'D TRUSS o ROOF OFFSET,SPAN 34'-0",24"TAIL m EAST END ONLY Z D5 DS 3. ENG'D TRUSS a ROOF OFFSET,SPAN 46'-0",24"TAILS - -—-—-—- -—-—-J--—-—-—-—-—-—- SEE NOTE"14 Q 4. ENG'D TRUSSES®24"O.C.,SPAN 46'-0",24"TAILS(SEE PROFILE THIS SHEET) - 5. ENG'D TRUSS o 24"O.C.,SPAN 46'-0",24"TAILS I I 15 I I I 15 I I I I I I I I I 6. ENG'D GIRDER TRUSS,SPAN 46'-0",NO TAILS _ _ ____ WI 1. ENG'D TRUSSES a 24"O.C.,SPAN 24'-0",16 3/16"TAILS _____---_ __________/�I I I I I I I I I I II ICI I I I I N 8. ENG'D TRUSSES®24"O.C.,SPAN 24'-0',16 3/16' TAIL ONE END W ONLY —S. ENG'D TRUSSES+24"O.G.,SPAN 24'-0",16 3/16"TAIL ONE END ONLY(HANG FROM GIRDER t+, I I 2—I C—ON TRUSS"6) /, —11—SOFIF—Y—EN B—EL W —1I —dI II be —1 — 'w 10. W�oA ENGINEERED TRUSS SET(FOR OVERFRAMING--VERIFY W/TRUSS ENG'R AND/OR MFR.)® p ? I , ('n Z 24"O.C.ABOVE ENG'D TRUSSES BELOW _ Z d W W —_—W—_—_—_�_—_—_�•_ _ II. 2x6 COLLAR TIE TO CONNECT 2x4 RAFTERS(INSTALL ABv.TRUSSES BELOW,POST UP TO -—-— `� ~ / I I - I W I L22J '2x6 HIP RAFTERS / I Z12. Lu 2x4 mBACK-SIDE OF BARGE FOR LOOKOUT ATTACHMENT. USE 2x4 LOOKOUTS o 48"O.C. — — — — — /T I I I m I 0 SKttLI I I I I I ; O MAX.,EXTEND BACK TO FIRST TRUSS BEYOND WALL LINE(2x6 TOP CHORD RECOMMEN- __ - �_�_ _ _ r^ DED FOR GABLE TRUSS TYP) 13. EXTEND BARGE BOARD PAST FASCIA 5"TO COVER END OF GUTTER TYPICAL -—_—-—_ _—-—_ _—„_ SEE.NQTE I I I I I I I I I I Z II I I I RIDGE LINE I \ h a 14, FRAME VALLEY®OVERHANG W/2x4 RAFTER TYPICAL / 'a N 15, TRUSS HANGERS,CONNECTORS<HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFACTURER. PLAN SHOWN IS DESIGNER'S CONCEPT ONLY. VERIFY ANY CHANGES TO THIS PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER - —-—-—- -—-—-— Z l.J ; 7 O 16, VERIFY ATTIC VENTILATION REQUIREMENTS W/NOTE"21 ON SHEET 4 —-—-—- -_ _ _ 9 _ I _I _ ') __.L__.L__.LSTEP.LCEILIIG 4- w _.__.L__ I I 'MV U 2x4 ABv. - � -� - + - + W o m P + I I 11 I I I I I I I I I I I I I I I Zen m __ RAFTER SPANS m 24" O.C. - - - +� W ; 0 250 FSF LIVE LOAD, 350 FSF TOTAL LOAD T v I I I' SEE NOTE"4 S NOTE'"I r^ y RAFTER ROOF PITCH IN 12 - ------0 ----- \- I I I - I SIZE 3 4 5 6 5 9 10 11 12 Z \ �2x4 HF"2 5-4"--- I , LL3jNN 2x6 14F"2 8'-4" 8'-3" ------ I I I I I I I I I I I I I I + 2x8 DF-L"2 II'-3" II'2" II'1" 11'O" 10'11" 10'10" 10,41 10 8" , I I I I I I I I I I I 2x10 DF-L"2 13'9" 13'-8" 13'1" 13'46" 13'-5" 13'4" 13'2" 13'I" 13'O" WIuJ _z W 1'-43/16" —_ —_—_—_—_—_—_ I I I I I I I I I I IIN p U 3 --_—_WT.1 - —_ - -—-—-—-—-—-— 0 5 5 Lu " Z D5 U iF .n v SEE NOTE"12 di W V SEE NOTE"13 0 O z U-1 � — BEARING WALLS ROOF FRAMING PLAN w Z 0 PARTITION WALLS z r BEAM SCALE: 114" = I'-O" N Q to I/4"x 6° O 4 CEDAR 4x4 LAG SCREW CEDAR 2x6 V FACE OF PANEL N SIDING(SINGLE- 12 Z U- _ - WALL) SKYLIGHT WELL PROFILE Q4 lu 1/4"x 4" m LAG SCREW i 12 m i N / I 3 1/2" @ I/2° 1 1/2" BEARING WALL BEARING WALL ©2079 _j ACCUPLAN CUSTOM 61/LO/1G 0-1.1 KNEE-BRACE DETAIL 8 3" 3'-9" DRAWW1N BY SCALE: 3/4" = I'-O" 2'-0" 6'-0" 32'-0" e'-o" 2'-0^ DATE 46'O" AUGUST 21,2019 JOB NUMBER 912 TRUSS 04 PROFILE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET SCALE: 1/4" a I'-O" IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, $TATE AND FEDERAL BUILDING CODES, DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY WIND CALCULATIONS: IRC TABLE R&02.10.3(2) FOOTNOTES Q Q Q Q AUGUST 29,2019 BJ 24--0" 20--0" 14'-0" NUMBERED WALL LINES LETTERED WALL LINES 22'-10" 21'-2" 4'-0" 6'-0" EXPOSURE CATEGORY 1.0 110 ROOF EAVE-TO-RIDGE HEIGHT LO 1.0 d o N I 2,200-(MIN.)CAPACITY TENSION STRAP I Y D I I WALL HEIGHT .90 ,90 HEADER TO CRIPPLE STUD BELOW NUMBER OF BRACED WALL LINES 1160 1,45 I cs-PF _(ab"HIGH OPENING) CS-PF g WIND FACTOR TOTAL 1160 1.45 3 1/8"xl2"GLB DF/DF HEADER 23'-9"LONG L S O LL , 1 DEL,STUDS O P'Y UPLIFT DEVICE Y�l\ BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) � DBL.STUDS TO FDN.BELOW CS-WSP (60"HIGH OPNG,) CS-WSP - W BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS Q ro TOTAL BRACING ACTUAL BRACED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/HOLD- INDICATOR TABLE R602.10.4 SPACING R602.10.M) TOTAL TOTAL DOWNS LENGTH REQ'D WALL PROVIDED 1 CS-WSP 25'-O" 3,15, 1160 N/A N/A 6,00' 16.00' \ O m 0 2 CS-WSP/P ,6 F 24'-0" 30' 1160 N/A N/A 5,16, 13,83, I U' Q `Q N N UL y W 1,800"(MIN,)CAPACITY r O 3 41 GB 25'-O" 1.15' 1,60 N/A N/A 12.40' 16,54' Q 3 N = Y 1 UPLIFT DEVICE DOUBLE ~ 1 W 4 NOTE: STUDS TO PON,BELOW II Y Q - 1 O WSP 24'-0" 4,10' 1.60 N/A N/A 6.56' 10,33' I 1,800"(MIND CAPAGIIY d 9 O R O DESIGN WALL HEIGHT FOR BRACED _ II(84"HIG1�..I/ II 0 WALL CALCULATIONS:8'TYPICAL II 11 - _II UPLIFT DEVICE DOUBLE U J i 1 �9 WSP OPNG.J STUDS TO FRAMING/ Z m 3 ; 'w l9 O rj' CS-wSP/PF 25'-O" 3,15, 1160 N/A N/A 6,Do' 13.15 - O u FOUNDATION BELOW 1p W 1 y M A CS-WSP 22'-10" 3,43' 1,45 N/A N/A 4.91' 38,50' 9-219 4'-2" O 12'-3" "- 6'-2" 3'-41*z" • U m O • B WSP/GB 22'-10" 1.21' 1.45 N/A N/A 10,46' 26,33' 0 1 N C WSP/GB 21'-2" 6.19' 1.45 N/A N/A 9.55' 16.83' I� I ��w5p y D CS-WSP 14'-0" 2.10' 1.45 N/A N/A 3.05' 21.11' I M 1 O o E 4'-0" I i' N `fl m W U SEISMIC CALCULATIONS: IRC TABLE Rro02.10.3(4)ADJUSTMENTS u a a 1 O a c GB GB STORY HEIGHT 110 w E_ILIN_G 10'CEILING �I W 12 (TRUSS STEPPED UP) WALL DEAD LOAD 1,0 \ �n II _ O ROOF/CEILING DEAD LOAD 1.0 4 1 ' V (LL v <D STONE/MASONRY IN SDC DQ D2 N/A > i ? m >L LL N 1 J] CRIPPLE WALL N/A I u O ----- ------- W m _ SEISMIC FACTOR TOTAL 1.0 3 I F BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L.SPACING SEISMIC FACTOR BRACED WALL ACTUAL ' I ■ WALL LINE METHOD: LINE(B.W.L.) RATIO TABLE FACTOR:RATIO TOTAL REQD(AFTER BRACED WALL ,F,F;■ INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.10.V() TABLE R602.10.3(4) (ADJUSTMENT) ADJUSTMENTS) PROVIDED (� _ m I I CS-WSP (60"HIGH OPNG.) CS-WSP 1 CS-WSP 24'-O" 5,28' LO O 5.28' 6,00' Q I _ _-_ \l z 2 CS-UISP/PF 35'-2" 1,14' 1.0 1.0 1114' 13,83, II, O 3 GB 22'-10 1/2" 9,15' 1.0 110 9.15' 16,54' -___ III I o e Q I m Ily --_ 4 WSP 35'-2" 8.19' LO Lo a.19' 10.33, _ 4x12 �L-2 LI I O 3 CS-PF (84"HIGH OPNG.) CS-w i I Z �j CS-WSP/PF 58'-0" 12,16, 110 110 12,16, 13,15' w 1,800-(MIN.)CAPACITY O m 3 UPLIFT DEVICE 4x6 POST Q Z ~ A CS-WSP 54--0" 11,88' 1.0 110 11,88' 38.50' _ U TO FDN.BELOW I W 1,000-(MIN.)CAPACITY I N .if m N TENSION STRAP HEADER U.I i� V B WSP/GB 54--0" 21.60' 110 110 21.60' 26,33' Q I,_2��'U B TO CRIPPLE STUD BELOW Q 0 z C WSP/GB 42'-0" 16.80' 1.0 1.0 16.80' 16,83, -- -------- D CS-WSP 3a'-0" 8,36' 1.0 110 8.36' 21,11' I 0 CS-WSP GS-WSP l60"HIGH OPNGJ G5-W5 5RACED WALL NOTES: I I Q u 1. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: 3'-93a" 2'-O" 814" 6'-0'. 4'-6" I 2'-5" 14'-2" 5'-5" 2'-814" 6'-0" CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE 24'-0" 22'-0" 12'-0" IL OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE U CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS,OTHER THAN 22'-10" 21'-2" 14'-O" Z THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING lu 0.-0.. 777 nn'' 2. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: u- METHOD CS-WSP: INSTALL MINIMUM 3/6"WOOD STRUCTURAL PANEL W/6d COMMON NAILS s 6"SPACING PANEL EDGES AND 12"SPACING BRACED WALL PLAN Lu FIELD 31 PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: SCALE: 1/4" 1'-0" �a g m METHOD GB: INSTALL I/2"GYPSUM WALLBOARD W/NAILS OR SCREWS a 1"SPACING Al PANEL EDGES INCLUDING TOP d BOTTOM PLATES: FOR ALL BRACED WALL PANEL LOCATIONS,EXTERIOR SHEATHING NAIL OR SCREW SIZE,SEE TABLE R602.31U: FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE,SEE TABLE R102.3.5 METHOD WSP: INSTALL MIN.3/8"WOOD STRUCTURAL PANEL w/6d COMMON NAILS®6"SPACING PANEL EDGES AND 12"SPACING FIELD 4. PER IRC SECTION R6 CU 02.10.6.4 CS-PF:CONTINUOUSLY SHEATHED PORTAL FRAME: © 19 ACPLAN CUSTOM CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.10.6.4 AND 6U/LO/NG OE8/GN TABLE R602.10.6.4 DRAWN BY 5. PER IRC FIGURE R602.10.8(U WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING(CEN- BJ TERED)CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, NAIL BOTTOM PLATE TO EACH BLOCK BELOW w/(3)16d NAILS. IF FLOOR DATE ABOVE NAIL EACH BLOCK W/SO NAILS TOENAILED®6"O.C.TO DOUBLE PLATE BELOW(MAXIMUM SPACING) AUGUST 21,2019 JOB NUMBER 6. PER IRC FIGURE R602.10.8(2)WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT.TO SINGLE FLOOR JOIST 11312 CENTERED BELOW(OR PONY WALL a CRAWLSPACE)W/16d NAIL®5"O.G.MAX- IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG.®I6"O.G. <NAIL BOTTOM PLATE TO BLKG.W/(3)I6d EA,BLOCK. NAIL BLOCK TO FLOOR JOISTS W/(2)16d EA,END. IF FLOOR ASV.NAIL FLR.JST, DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHE (CENTERED)TO DBL,TOP PLATE W/8d NAILS s 6"O.C,ALONG BRACED WALL LINE. IF BLKG.ABv.NAIL EA,BLOCK TO TOP PLT,w/ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO (3)8d NAILS 4 NAIL BLKG.TO JSTS.W/(2)16d NAILS EA.END STARTING CONSTRUCTION- ALL CONSTRUCTION SHALL COMPLY WITH THE 11 PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS(a'WALL): 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, (=64"OPENING: 24"MINIMUM PANEL WIDTH STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 84"OPNG.: 35"MIN.PANEL WIDTH OF EIGHT SHEETS REVISIONS BY AUGUST 29,2019 BJ W3036 W3036 W3036 W3036 ^R, W 1842 W 2142 OCTOBER Il,2019 BJ UC 3084x24 BS 36 v Be 30 SPACE FOR W<D BELOW BD3 30 ,`eq BBG 48 lU SPACEB 12 OCTOBER 23,2019 BJ FOR DW m OCTOBER 29,2019 BJ 3 _____ FILLER FILLER - -—-—- LAUNDRY ------------------- 3 \ I 3 I (I I � I I vS 42 VS 36 VD3 IS VS 36 Om I O 1 j GFN4P H _—c________- _ I Q H11 _-�______ _____________ mp B12 ----- BATH 02 BATH 01 / \ \ i ®CEILING rrnn S m m m CABINET CALLOUT LEGEND: 3 m U LL m II B=BASE CABINET I) \ BBC=BASE BLIND CORNER CABINET(BLIND LEFT OR RIGHT INDICATED) O> 0 1 rV ^ V' O BCT=BASE COOKTOP _ BD4=BASE CABINET W/4 DRAWERS m r--• r DW BS=BASE SINK m (3 OC•OVEN CABINET a w m $ __ II UC•UTILITY CABINET U 0 I - / VD3=VANITY BASE W/3 DRAWERS d m ) V5=VANITY SINK 0) FILLER - I o I \ Q W•WALL CABINET .48"TYPICAL W I �' \ y WBC•WALL BLIND CORNER(BLIND LEFT OR RIGHT) a GARAGE I > EXAMPLES: GAS ON-DEMAND WATER O Q / -- Z -i(L y,HANGING (L i C p E KITCHEN J I VAC } FIXTURE ;M W 3036 HEATER(VERIFY ELECT. �{� L7\ I� p� W BSD I SEEN T •20 Wde W•WALL CABINET,30•30 INCHES WIDE,36•36 INCHES HIGH REQUIREMENTS W/MFR.) O I� p SHEET 4 YP. I a BD3 IS p YO Q EXH.F 12 p- BD=BASE CABINET W/3 DRAWERS,18=IS INCHES WIDE ELECT. O B d I O rn UC 3024x96 /'` FUR I I �a 5 UC•UTILITY CABINET,30"WIDE,24"DEEP,96"HIGH CABINET PLANS `- ¢ l w O V p- 6 O_ SCALE: I/$i' • I'-0" W D 8'CEILING I =d NOTE: TOP OF ALL UPPER CABINETS TO BE 96"ABOVE FINISH FLOOR _ II / -'------- -------------�--- I <g 10'CEILING �Sd� rr^n (VERIFY W/OWNER). VERIFY HEIGHT OF VANITY CABINETS W/ V OWNER AND/OR BUILDER. VERIFY ACTUAL SIZES 4 GALL-OUT Q ", _ _. - O / \ �, I O o SPECIFICATIONS PER CABINET MAKER CHOSEN BY OWNER AND/ SEE NOTE'20 SHEET 4 ___/ - ___ \i/ I 3 O TYPICAL EXHAUST FANS _ _ rp OR BUILDER. VERIFY LOCATIONS OF ALL REQ'D BACK PANELS, \ICl/ END PANELS AND FILLERS W N I Z t`� SAFETY COVER NOTE: ----- + ------- ��-- � LENS VERIFY FLOOR OUTLET - LSD \ if LOCATIONS/TYPES(IF ANY) I I (FI -�S ROOM W/OWNER Sim le Heatin S stem Size:Washington State ?Ly 11 Tlf he 0 t I I t b etl N P t' R m f the 2015 W h' 1 State E Cotl M/SECI rd ACCA Manuals J and S.This calculator will calwlal,heating loetls only.ACCA oracetlures for slung toolirq systems should be used to determine cooling �� SD II \ loadsUj . Please fill out all of the green drop-downs and boxes Nat are applicable to your project.As you make selectiora in the drop-tlowns for each section, \ ___ \ _yl \ \ - / Pvalues will be calculated for you,If you do no[see the selection you need to the dropdovm options,please call the WSU Energy Extension _ `� rogramat(360)956-2042 for assistance. NOTE: _ (.^) Z am' mrormangn cgnrerx mrormatbn VERIFY ELECT.REQ'MENTS � (VERIFY v' O Job e1912 Chao Resitl¢nce 1onn lr.Ra:za consvaclan end llemotlN FOR JETTED TUB W/MFR. ~ (360)624-3547 SPECS. _ HANGING \ HGT.W/OWNER) z p FIXTURE Y 1 Heatlnn System Type: omanti sysrem+ eR•c w.p BELOW) NOTE: Des T Illi rg see tier fee wcrronsro eecn section.pa yourWragrgnm woremarmcaonr, i (III _II n/ V' erotu / 1IIL- Q �*pemae�brvnw_de «ro 97 1 g Diffewce {T} VERIFY ELECTRICAL REQUIREMENTS j 3 I (IF ANY)FOR LPG FIREPLACE W/ � - MANUFACTURER SPECIFICATIONS I` O Area of Building -— —- V Conditioned FloorAroa � I Contlitioned Floor Area(aq q) 1,820 Average Coiling Haight Condmoned volume l NOTE: 1 o SOFFIT LU A",,*C Hl g Haight(q) 8.5 15,452 l SWITCH TOP-HALF OF z Glazing and Doors tl Factor X Area UA= OUTLET ONLY TYPICAL Q N 0.280 220 61.58 ______-_ tu ((t�// Skylights U-Factor X Area UA IL 0.50 18 8.00 Insulation 0 A"" U-Factor X Ana UA 1-r-1mn �r-" ---"'—2' 0.028 ,,820 47.32 N z tu SinglaRa/0aror Jolat VauRad"ling. U.Factor X A UA - O ` I. on O - Z 4 OAbout GnM WFIb lr Fbw fl U-Factor % Area UA T ,suucuon• 0.0% 1,]89 100.18 y Floore U-Factor X Area UA 0 ^, ..• -- .� 0.025 7,820 45.50 ELECTRICAL PLAN W Below Grade Walisr...­11 U-Factor X Area UA a~ y`/ ,(•�� -- No selection O - µ SCALE: I/4" = I�-O" �a°z Slab Blow Gnde r=..rm�re+i F-Factor X Length_ UA LU iosvuaioos No selection O - y, m Slab on Grad, F-Factor X LengN UA NOT : Noselectl- F - `--_- - -- EXCEPT FOR EXHAUST FANS,SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS FIXTURE Location ofouola LOCATIONS ARE DESIGNERS SUGGESTION ONLY(VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ Duct Leakage coameient OWNER AND/OR BUILDER), EXHAUST FAN SIZES 4 LOCATIONS PER NOTE-20 ON SHEET 4, EXHAUST 1.10 FANS TO COMPLY W/THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE ©ZOI9 Sum or UA 262.59 (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONES o 0.1 INCHES WATER GAUGE. EXHAUST FANS ACCUPLAN CUSTOM Emmlaps Heat Load 12,342 Baef How TO BE VENTED TO OUTSIDE AIR TYPICAL. VERIFY ANY ADDITIONAL LIGHTING,A/V OR COMPUTER 6U/LO/NG OE3/GN Figure 1. sw�auax.,r WIRING REQUIREMENTS W/OWNER AND/OR BUILDER Air Leakage Heat Load 7.843 SOr/Hart DRAWN BY BJ Building Design Heat Load 20,185 Stull—lour ua.ev+ am+cw fw+ioss Bundingand Duel Haat Load zz.zo3 SM/Haur DATE AUGUST 21,2019 M smo,aar^awrw,xf JOB NUMBER Maximum Hoot Equipment Output 21.754 Si 11312 ewsy.ro om H.arro..x rao m-r,+,aewFwo as ao�art xrza� auR DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET (mrov+s/ IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO01 STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY 12 OCTOBER 11,2015 B �6 12 A SIMILAR A y� q �4 OCTOBER 29,2019 BJ SIMILAR G C j-2 �� GARAGE PORGI I BATH »I D CORR. PANTRY OFFICE BAT BEDROOM K2 w 1 Li .:. ii=_u4„�- BUILDING SECTION ; W y SCALE: 1/4" = I'-0" BUILDING SECTION BUILDING SECTION_ 1 Q SCALE: 1/4" I'-O" SCALE: 1/4" = I'-0" It's �1� !w LAMINATED COMPOSITION ROOFING 1 ZV� 2 �1i LAMINATED COMPOSITION ROOFING(VERIFY TYPE<COLOR W/OWNER) (VERIFY TYPE t COLOR W/OWNER) 30"BUILDING PAPER 30"BUILDING PAPER O C ro �rn I/2"CDX PLYWOOD OR 1/16"OSB J Q Q 1/2"COX PLYWOOD OR 1/16"OSB SHEATHING(VERIFY W/BUILDER) SHEATHING(VERIFY W/BUILDER) 12 W ENGINEERED TRUSSES m 24"O.C. ENGINEERED TRUSSES s 24"O.C. PER 12 4 I� B B SIMILAR i M C °o E BAFFLE FOR I"MINIMUM AIR ELEVS. SIMPSON HI(OR EQ.)EACH TRUSS SPACE ABOVE O INSULATION 2x SCREENED/VENTED BLOCKING N SIMPSON HI(OR EQ.)EACH TRUSS (MATCH TAIL DEPTH) 2x SCREENED/VENTED BLOCKING G (MATCH TAIL DEPTH) ' a 5/4x6 S152E CEDAR 5/4x6 9I62E CEDAR OR PRIMED SPRUCE SOFFIT MATERIAL PER OR PRIMED SPRUCE R-49 BATT INSUL. FASC - IA CEILING TYPICAL W/5"CONT. _ OWNER AND/OR BUILDER p y = FASCIA W/5"CONT. METAL GUTTER(PER (VERIFY TYPE) PORCH LIVING - 7 DINING PORCH C >g METAL GUTTER(PER 1/2"HIGH-DENSITY OR 5/8" ELEVATIONS) ca ELEVATIONS) Ix8 6I82E CEDAR TRIM V O TYPE-X GWB PE- (USE F �S N 2x12®BOTTOM OF BEAM bx8 DF-L"2 BEAM TYP. 1"1 _ SIM, i W N ONLY 5/8"TYPE-X GWB a _ ' GARAGE CEILING)TYP. 2x STUD WALL PER PLAN,GENERAL 2x4 TRIM+TOP OF POST 6x6 POST BEYOND(WRAP t _____ ___---- NOTES tDETAIL'G'THIS SHEET l2J2x6 TOP PLATE(LAP 3/4"MOP PANEL(TAPER) TRIM PER ELEVATION NOTE) SPLICES 48"MIN.TYP,) °fir 171 ° - 1 n` TRUSS/WALL DETAIL n TRUSS/BEAM DETAIL C SCALE: 3/4" = I'-0" SCALE: 3/4" = 1'-0" BUILDING SECTION o SCALE: 1/4" = I'-0" ~ 2x STUDS(PER PLAN) _Z Ix2 CEDAR BATTENS o ®16"O.G.TYP. 4x HEADER 2"RIGID INSUL. 16"O.C.(PRIME W/OIL- (PER PLAN) (R-10 MINIMUM) 4x4 HF"2 2x4 2x(MATCH WALL CAULK EDGES OF N (n R-21 GATT INSULATION P.T.2x8 PLATE RIPPED IL WINDOW FRAME BASED PRIMER IF PAINT THICKNESS) WINDOW FRAME O 3 TO BE APPLIED) ®CONDITIONED AREAS 2x6 TO 6"(SEE NOTE"2 ON (VERIFY INSUL.OPTION 12 SHT.2 FOR DETAILS) IL GARAGE W/OWNER) SLOPE SILL 2x6 STUD WALL PER R-38 BATT INSUL.FLOOR TYP. Z VI 6"BLANK PANEL SIDING DETAIL'C'THIS SHEET 3/4"TaG PLYWOOD(GLUEtu (VERIFY TYPE W/BUILDER) VAPOR RETARDER IF 2x6 EXTERIOR 2x4 EXTERIOR INTERIOR PARTITION SAW-CUT DRIP 1/2" t NAIL TO I-J5TS.TYP.) PERM RATED PAINT FROM OUTER EDGE 2xIO BAND W/1/2"CHAMFER Z 'j��/ v NOT USED (INSULATED,BEARING) (BEARING) (NON-BEARING) OF 2"BILL a TOP EDGE TYPICAL LU TYYEK OR EQUAL 9 I/2"(JOISTS PER MAIN Q O z I/2"GWB TYPICAL FLOOR FRAMING PLAN ON NOTE: MINIMUM STANDARD SIZE UNLESS OTHERWISE NOTED. 6"MIN. ° ° SHEET 3(VERIFY MFR.t N FINISH GRADE MODEL W/BUILDER) tu DO NOT USE HEARTWOOD BEAM WITH 4x DEPTH WINDOW SILL DETAIL TOP- EARING HANGER TYP.EACH 4x6 HF"2 FLOOR BEAM(TYP.) 0 e I-JST.B(VERIFY TYPE W/BUILDER) v SCALE: 3/4' 1'-O' L ry` POST TO BEAM CONNECTOR n }PANEL SIDING DETAIL D STANDARD HEADER DETAIL f 6"CONC.FDN.(PER a I° POST SIZE<SPACING PER PER FOUNDATION NOTES N uj V SCALE: 3/4" = 1'-O" SCALE: 3/4" = I'-O" llL ? FDN.PLAN t NOTES) ° IyI FDN.PLAN a r° 6-MIL.CLASS-1 VAPOR 90"BLDG,PAPER TYP, Q RETARDER(VERIFY W/BLDR.) (UNLESS P.T.POST USED) O INSULATION OPTIONAL (VERIFY W/OWNER) PROTECT WOOD FRAMING®CONC,POUR 4"DIA.PERFORATED 6MPSON A23(OR EQ,) tu n' P.T.2x6 PLATE W/G.I.FLASHING OR RUBBER MEMBRANE PIPE IN FREE-DRAINING CONC.FOOTING!SIZE NAILED BOTH SIDES TO IL 2x6 STUD-FRAMED WALL PER (ANCHOR PER (VERIFY W/BUILDER) GRAVEL BASE IF REQ'D t REINFORCEMENT PER POST t FOOTING(IRC Lu U- FLOOR PLANS,GENERAL NOTES NOTE"1 ON SHT.2) (SEE NOTE"3 ON SHT,2) FOUNDATION NOTES) SECTION R401.3) t DETAIL'C'THIS SHEET ,{� 9 I/2"I-JOISTS PER MAIN 4"CONC,SLAB CONC.PATIO/ENTRY Ix6 OR 3/4"PLWD,FILLER PER FDN.PLAN SLAB PER FOUNDATION SLOPE 1/4"PLF(MIN.) v m IV,P.T.PLATE PLAN t NOTES FLOOR/FOUNDATION DETAIL a �a �a �a ° ° ' % ° % ,° °l.% .1 FLOOR FRAMING PLAN ON 6"MIN. ° ° FINISH GRADE p. c 6-MIL VAPOR MODEL 3(VERIFY R) e MODEL W/BUILDER) RETARDER ON a °° NOTE: ©2079 L COMPACTED 12"MIN. 6"CONC.FOUNDATION PER o P.T.2x8 PLATE RIPPED AcCUPLAN CUSTOM STRUCT.FILL o L P Ic o, d Z FDN.PLAN/NOTES ON SHT.2 a�q TO 6"!ANCHOR PER. sui°ciN.N BY I FDN.NOTE"2 ON 5HT,2) THESE DETAILS REPRESENT GENERAL CONSTRUCTION PRACTICES. VERIFY ANY CHANGES TO DETAILS MADE BY L COMPACTED STRUCTURAL FILL ° DRAWN BY THE BUILDER OR BY OTHERS IF SAID CHANGES RESULT IN A BETTER WAY TO ACCOMPLISH THE INTENDED RESULT BJ p ° 6"CONC.FDN.(PER FDN.PLAN) OF THE DETAIL. DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS d DETAILS. IT IS THE DATE I6"xT' CONC.FTC. ° "4 REBAR 8"LONG TO TIE THICKENED SLAB ° (PER FDN.PLAN) 16"xl' CONC.FTG.(PER FDN.PLAN) AUGUST M ER TO FOUNDATION s 24"O.C.TYPICAL BUILDERS RESPONSIBILITY TO VERIFY ALL MATERIAL AND PLAN pIM£NSIONS PRIOR TO STARTING CONSTRUCTION. 019 4"DIA.PERFORATED �00 0 a °' JOB NUMBER PIPE IN FREE-DRAINING 4"DIA.PERF,PIPE IN FREE-DRAINING J ' �� '— ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE 1912 GRAVEL BASE N WT,2) GRAVEL BASE IF REQb(SEE NOTE"3 "'' LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR ANY CHANGES MADE TO THE (SEE NOTE"3 ON SHT.2J ON SHT.2) SWEET PLANS OR DETAILS BY OTHERS OR BY THE BUILDER ON-SITE GARAGE DETAIL EXTERIOR SLAB DETAIL G SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" OF EIGHT SHEETS NOTICE -' ,,-,- TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: I'' TAM?PM DATE: JOB ADDRESS: i I` '��` t ! E'� %�).� LOT#: PROJECT: ` I F TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION yi p �.Irn N— THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATt Cl PLANNING 0 CIVIL (,BUILDING CITY OF ARLINGTON NOTICE ' TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: f<< AM.`PM - DATE: f I JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR D T, 0 PLANNING 0 CIVIL BUILDING CITY OF ARLINGTON 'A<,,��� NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY OAPPROVED l PERMIT#: P A _PIM DATE: OB ADDRESS: I9 �, � PROJECT: ka—c-t S rv--n (r� TYPE OF INSPECTION: I,omwL1'!' 'W6&, 1 S"eLG* OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION L�.14-5 O V_ `C, THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR D D-AT4� M PLANNING a CIVIL BUILDING CITY OF ARLINGTON NOTICE 05 TO PERMITEE AND/OR OWNER ❑ ,PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY // J2'APPROVED PERMIT#: M DATE: •zoZ(D JOB ADDRESS: 7 I LOT#: PROJECT: ,. TYPE OF INSPECTION:R VL� "-1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION r f C i I. N THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL CBUILDING CITY OF ARLINGTON r NOTICE <_ 0 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY _71 APPROVED PERMIT#: ,!C AM/PM DATE: JOB ADDRESS: �J�' �, kv��t c v� LOT#: PROJECT: 11, 0. TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK—OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DA .fY qf\ O PLANNING M CIVIL /BUILDING CITY OF ARLINGTON i o S NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM PM IDAT6 JOB ADDRESS: 'A/I AO_ LOT#: PROJECT: TYPE OF INSPECTION: JL-1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND i PERMIT -STOP WORK I ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION M 1541 k) fiLrJS s- 13RtG�.14. 1Nlc- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 4,41 AY[IPLANNING O CIVIL D4UILDING CITY OF ARLINGTON b NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY /APPROVED PERMIT#: ,r 24,)-) AMLPM DATE: :� -Z o z oZ D OB ADDRESS: i 121 0 -,_1L t( IA d LOT#: PROJECT: (AA TYPE OF INSPECTION: LIA" I) I OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 7 INSPECTOR DATE Cl PLANNING ❑ CIVIL BUILDING CITY OF ARLINGTON t NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY APPROVED PERMIT#: ! w CAM],PM DATE: JOB ADDRESS: ':�� I I.. `�­%i N 1- '� + LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION I THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING Cl CIVIL BUILDING CITY OF ARLINGTON B NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: %i OM DATE:;.7ILOT ?02 r`>OBADDRESS: 1 rQ{ � ;� #: PROJECT: TYPE OF INSPECTION: � ,I['aitk-Kl/ ]ri - OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE' 0 PLANNING o CIVIL o BUILDING CITY OF ARLINGTON nc 0 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: ,I s �E'v��' AM PM DATE: OB ADDRESS: 2,14 k-` LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION A PML/ YJ lull THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING O CIVIL -1 t;un_DiNG CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: rLn ���lL AM PM DATE: JOB ADDRESS: "6�L\ rLT#: PROJECT: ('Vo-S k F: 1'— TYPE OF INSPECTION: ° .�, >�F c e�✓� OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION i ZA I�� n THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. I:OR INSPECTION CALL: 360-403-3417 MIS CT R DATE Cl PLANNING Cl CIVIL Cl BUILDING CITY OF ARLINGTON r9 � V NOTICE o 5 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY D APPROVED PERMIT#: Z-Q�q� AM ISM DATE: .ZC�•Zc.�ZL JOB ADDRESS: Gila LOT#: PROTECT: TYPE OF INSPECTION: fCrrr%w�'�1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 r INSPECTOR DAT / 0 PLANNING 0 CIVIL 71 BUILDING CITY OF ARLINGTON NOTICE �5 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY l APPROVED PERMIT#: AM PM DATE: 7! JOB ADDRESS: 'I 1A V. 1i N v Clk LOT#: PROJECT: , -�,( TYPE OF INSPECTION: c Civ II OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 z/z - /v INSPECTOR DATE ��t v aa� 0 PLANNING O CIVIL ,I BUILDING CITY OF ARLINGTON '�. C' �i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED 1 L[/•(�/l�L/ PERMIT#: �'��- Z��� �AM M f � DATE: !. JOB ADDRESS: �j I LOT#: PROJECT:(�lftee t- TYPE OF INSPECTION:C I OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 k{, INSPECTOR D l'TE O PLANNING O CIVIL -I BUILDING CITY OF ARLINGTON • ., • NOTICE 15 e TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: 1� tL' (kM/PM }��)�� l DATE: 2II-2- JOB ADDRESS: 7 -� ,. �� ,1 C LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION l r - 2-1 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DAT 0 PLANNING Cl CIVIL XBIJILDING CITY OF ARLINGTON yh!inc: • CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:314 N French Avenue Permit#:2876 Parcel#:00529900400600 Valuation:382000.00 OWNER APPLICANT CONTRACTOR Name:GCGC INVESTMENTS LLC Name:[Company Name] Name:John Piazza Jr.Construction&Remodeling Address:21705 88TH DR NE Address:[Company Address] Address:224 Stewart Rd,#130 City,State Zip:ARLINGTON,WA 98223-8940 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Mount Vernon,WA 98223 Phone: Phone:360-661-7174 Phone:360-661-7174 LIC:JOFINPPJ895RM EXP: 12/15/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL 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 ARE PAID. 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. IBC110/IRCI I0. SALES TAX TI :Sales tax relating to construction and construction materials in the City of Arlie on must be repor d on your sales tax return form 6 and c Ci f in#3101. / l ignaturc Print Name Date elcase B Date CONDITIONS SEE RED-LINED DRAWINGS. ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ON SITE FOR INSPECTIONS. CALL FOR INSPECTIONS. STREET TREES ARE REQUIRED ON N FRENCH AVENUE. ANY BROKEN OR NON-ADA COMPLIANT SIDEWALKS MUST BE REPAIRED OR REPLACED. REMOVAL OF THE DRIVEWAY DROP MUST BE REPLACED WITH CURB, SIDEWALK AND PLANTER STRIP. ACCESS SHALL BE PAVED. 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 FEES Date Description Fee Amount 12/02/2019 Building Plan Review Fee $2,466.72 12/02/2019 Building Permit Fee $3,794.96 12/02/2019 Furnace $25.00 12/02/2019 Heat Pump $25.00 12/02/2019 Mechanical Fee(Enter Fixture Fee) $50.00 12/02/2019 Mechanical Permit Base Fee $25.00 12/02/2019 Park-Community SF $1,662.00 12/02/2019 Park-Mini SF $484.00 12/02/2019 Plumbing Permit Base Fee $25.00 12/02/2019 Plumbing Permit Fee(Enter Fixture Fee) $156.00 12/02/2019 Processing/Technology Fee $25.00 12/02/2019 State Building Code Surcharge Fee $6.50 12/02/2019 Traffic Mitigation-City $3,355.00 12/02/2019 Water Heater $25.00 12/02/2019 Gas Outlets Base Fee 1 to 5 $10.00 12/02/2019 State Building Code Surcharge Fee $6.50 12/02/2019 Park-Community SF ($1,662.00) 12/02/2019 Park-Mini SF ($484.00) 12/02/2019 Traffic Mitigation-City ($3,355.00) Total Due: $6,640.68 Total Payment: $0.00 Balance Due: $6,640.68 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: D 2e�7(0 i AM/pM DATE:-7. 7,4• Z02 JOB ADDRESS: ,O__7� LOT #: PROJECT: 1,44AS6 TYPE OF INSPECTION: OTHER: ❑ NO PERMIT - STOP WORK - OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION AFlOoJ from =eZ__T TES, ADA 44QW -j - Dg�j\,K, k1r►`f -A-> �L FUlt tub - -ft,=MLA 1z1 �- � tfwass ►S cveRr-� a� me SAP t31 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 0 CIVIL Cl BUILDING CITY OF ARLINGTON Fit ► 1kii y ;� '' �.' 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'�;: r.., a �'�` s,. , NOTES: EXISTING NEIGHBORING RESIDENCE SITE FLAN ` I `O I ES% LINE OF ROOF OVERHANG W 10' MIN, BUILDING q, C EXIST. CURB DRYWELL"288_O'I_E 115.55' SEPARATION p _ I rn y I. INSTALL SILT FENCE PER BMP C233 m PERIMETER OF AREAS DISTURBED BY CONSTRUCTION. VERIFY VEGETATED STRIP (5MP C234)OR STRAW WATTLES(BMP G235)IF NECESSARY 10.43� 10.0�'__, I I I p DRY ELL "3 I ; W AT STORMWATER OUTLET(IF ANY). STORMWATER CHANNELS L� M (IF ANY)TO BE STABILIZED PER BMP CI22,C202 AND/OR ID YW�LL"I V C209. IF STORMWATER CHANNELED TO EXISTING DRAIN I I {OUTLINE OF EXISTING I DRY ELL "4 INLET PROTECT PER BMP C220 AND MAINTAIN AS NEEDED r^ ' RESIDENCE(REMOVED) I ;; PROP. OV'D I Z V y UNTIL CONSTRUCTION IS COMPLETED I ' M PROP, COVERED PATIO PATIO (P�RGH) O 2, ESTABLISH CONSTRUCTION ACCESS PER BMP CI05 IF PAVED I z I 1 z ROAD IS WITHIN 1,000 FEET OF SITE PROP. 4' I PROPOSED ; rI I I CONC. WALK C RE6IDENOF 3. BARE GROUND s PROPOSED STRUCTURE,AREAS DEFOLIATED m E I { � PROP e { DURING CONSTRUCTION AND STOCKPILED SOIL TO BE �. W— : { 4' CONC.I� I 1 C a PROTECTED WITH GROUND COVER PER BMP I m8.0 z WALK M o n W 3E C120,C121,CI22,C123,CI24,C125,C131 AND/OR I m �' H C140 TO PREVENT EROSION PROP, CONC. OR , p { I , ASPHALT DRIVEWAY 1 1 I i � c 4. CUT SLOPES EXCEEDING I FOOT VERTICAL IN (VERIFY W/OWNER) 2 FEET HORIZONTAL AND FILL SLOPES THAT ------- — O EXCEED 4 FEET HIGH AND/OR I FOOT HIGH IN SEE NOTE"2 ' I ROP. CONC. �— _ ------ = I I k �_d 3 FEET HORIZONTAL(IF ANY)WILL REQUIRE L PARKING _ BUILDING SETBACK— � m 1 r^ y ;? ENGINEERING(REFER TO BMP CI21,CI22,CI24, ' - - Y`J p p C203 d C208) - g'1°59T E 11r_ J V kH 5, DOWNSPOUTS TO BE TIGHTLINED TO TERMINATION AT 64 CUBIC SEE NOTE"I 20.OS i 2 FOOT DRYWELL(4' x 4'x 4'). EACH DRYWELL TO SERVE NO 41.46' ----- — ------- MORE THAN 1,000 SQUARE FEET OF ROOF(3,08�.7 S.F. ROOF T, AREA WILL REQUIRE 4 DACH FA S MINIMUM). MAINTAIN 1 SITE ' SEPARATION BETWEEN EACH DRYWELL. INSTALL FILTER FABRIC I I e BOTTOM a SIDES OF DRYWELL. INSTALL DRAIN ROCK t COVER W/FILTER FABRIC BEFORE BACKFILLING W/NATIVE SOIL. VERIFY LOCATIONS OF DRYWELLS ON-SITE W/OWNER SO AS NOT TO SG,4LE: l Il _ 3O1_OII ® ww^ 3 INTERFERE W/PLANT/TREE LOCATIONS(SEE ROOF DRAINAGE V/ PLAN ON SHEET 5 FOR DOWNSPOUT LOCATIONS) (�/ '� z LEGAL DESCRIPTION: O 6. RUNOFF FROM WELL-DRILLING t EXCAVATIONS TO BE DISCHARGED LL PER BMP C220<C236. DEMOLITION DEBRIS,CONC.TRUCK WASTE U Z CND OTHER POLLUTANTS TO BE MITIGATED PER BMP C151,C152 t PARCEL" 0052g900400600 153 z � � d 1. SLOPE CONC. DRIVEWAYS d WALKS AWAY FROM STRUCTURE MINIMUM PARCEL C 1/4" PLF(29.)TO DRAIN. DRIVEWAY WIDTH,SLOPE AND CROSS-SLOPE N LLB TO COMPLY W/REQUIREMENTS OF BUILDING DEPARTMENT OF LOTS 6 AND 1, BLOCK 4, MCMAHON'S FIRST ADDITION TO ARLINGTON, LU Q n JURISDICTION ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, W 8, IF PROJECT DETERMINED TO BE LOW-IMPACT DEVELOPMENT REFER PAGE 104, RECORDS OF SNOHOMISH COUNTY, WASHINGTON 0 d TO BMP C102,C205 a C231 (AUDITOR'S FILE 0201905105003) O NOTE:NOT ALL OF THESE ITEMS WILL APPLY TO EVERY SITE. IT IS THE Q- z BUILDER'S RESPONSIBILITY(AND BUILDING OFFICIAL)TO DETERMINE WHICH A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2, O lu LU ITEMS ARE APPLICABLE PER SITE CONDITIONS TOWNSHIP 31 NORTH, RANGE 5 EAST, W,M., ARLINGTON, WASHINGTON (L UJ U- LOT AREA: S,Z�6.0 S.F, m BUILDING COVERAGE: 2,Z16.0 S,F. (30.9%) " GONG. PATIOS, WALKS E PARKING: 630.6 S.F. (1.2%) DRAWN GRAVELLED DRIVEWAY: 445.1 S.F. (5.1%) BJ LANDSCAPED AREAS: 4,S63.1 S.F. (5(o.69.) DATE AUGUST 2-1,2019 • INCLUDES COVERED PATIO/PORCH JOB NO. 1912 wars REVISED AUGUST 29, 2019 B.oP o oC.— RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 LNG' THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: Plat: 314 French Ave McMahon's . _ 66 Single-family ❑ Duplex U Townhouse Cl Addition Ll Accessory structure Proposed Area: 1 S' Floor: 1820 2"d Floor: Garage: Total SF: Y.? Describe Proposal (include cross street): Construct 1820 SFR near the corner of E 3rd and French Ave Valuation: $382,000.00 Owner:Gene & Gloria Chase Address: 21705 88th Dr NE _City: Arlington State:WA Zip Code:98223 . Phone: 425-231-4600 Email: happyhuskie@aol.com Applicant: Mike Yarrow Address: 224 Stewart Rd #130 City: Mount Vernon State: WA Zip Code:98273 Phone: 360-661-7174 Email:mike@piazzaconst.com Contractor: John Piazza Jr. Construction & Remodeling Address: 224 Stewart Rd #130 City:Mount Vernon State:WA Zip Code:98273 Phone: 360-424-3547 Email: mik@piazzaconst.com Contact Person: Mike Yarrow License Number:johnppj895rm Expiration: 12-15-2019 6/16LP Page 1 of 3 IV, RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development OT City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) (� Bath/Shower Combo (4.0) x 1 Sink (1.5) x 5 ❑ Shower (2.0) x 1 ❑ Lavatory (1.0) x L�l Clothes Washer (4.0) x 1 C'� Water Closet (2.5) x 2 E�) Dishwasher (1.5) x 1 Water Heater x 1 Cif Hose Bibb (2.5) x 3 Water Heater Model # ❑ Other (list) x Nortiz NRCP 1112 Plumbing Section Continued Proposed Water Piping Size: 1/2 Proposed DWV Material: Proposed Piping Material: Pex Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 44�16 , RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: 1A Furnace (80+) Model# Bryant 915SB3004OE14 AFUE 95% 10 Heat Pump Model# 2'Bryant CNPVP3014ALA SEER 16 HSPE #1 ❑ AC Unit Model# SEER �a Type II Hood Commercial Cooking Appliance LJ Hydronic Piping ❑ Boiler (J Solid-Fuel Appliance 0 PV System Fireplace Insert Outdoor BBQ ❑ Storage Tank U Freestanding Stove V Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ Black Iron & Pipe Material: CSST Pipe Size: 1" Total BTU's of all Appliances: 105000 BTU Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: W�. Date: 10/25/2019 Print Applicants Name: Mike Yarrow 6/16LP Page 3 of 3 REVISIONS BY KNEE-BRACE PER DETAIL ON SHEET 5 OCTOBER 15,201S BJ EXISTING NEIGHBORING RESIDENCE 12 SHINGLE SIDING GABLES TYPICAL LINE OF ROOF OVERHANG 6� 10'MIN.BUILDING � (VERIFY TYPE W/OWNER AND/OR DRYWELL«2 O N ea°o'I_E I15.55' _ SEPARATION _ O EXIST.CURB BUILDER) _LIVING ROOM CEILING HGT. _ _ _—_ _ - 2x8 6I62E CEDAR BAND W/1/2" O 19.43 �-_; 10.0' CHAMFER m TOP EDGE TYP. 10.0' I I O DRY ELL"3 PLATE HEIGHT"' ID 1YW�LL"I� _ O •I� _ _ _ (OUTLINE OF EXISTING DRY ELL"4 RESIDENCE(REMOVED) I PROP.�OV'D I Z 2x6 WINDOW/DOOR TRIM®TOP (PROP.COVERED PATIO PATIO(P RCH) 2.2 6 2.4 CORNER TRIM - (TYPICAL) ® ®� ® (EXTEND I PAST SIDE 1RIMJ, TO I PROP.4' ' PROPOSED 2x4 TRIM SIDES,2x4 CANTED SILL BELOW(TYPICAL) mI �I CONC WALK r RESIDENT `' g b PROP E 24 O'. k 1 4 CONC.I N I z i V 1: WALK ,U W _FLOOR LEVEL PROP.CONC.OR `{ Is I m Z C ASPHALT DRIVEWAY ]° (VERIFY Al OWNER) MASTIC-APPLIED STONE VENEER WRAP 6x6 POSTS a ENTRY PORCH ✓'y ROP.CONC. — _-------- = I I Z \ (VERIFY TYPE W/OWNER AND/OR W/3/4"MDF TAPERED AS SHOWN SEE NOTE"2—I I PARKING _ �p BUILDING SETBACK— BLDR.)W/STONE CAP ABOVE EAST ELEVATION (2x4 TRIM o TOP,2.4 FLAT®BASE L — — Gl ON CAP ABOVE 4"STONE VENEER) T - 41 SCALE: 114" = 1'-O" O SEE NOTE"I 20.08' 11974 ;O 5/4x10 6I62E CEDAR OR PRIMED- 46' 41, LAMINATED COMPOSITION ROOFING ' R O SPRUCE BARGE BOARD W/Ix2 CEDAR TRIM®TOP EDGE TYP, (VERIFY TYPE<COLOR W/OWNER) Ln SITE FLAN y M o — — — — — — — SCALE: I" =20'-0" I C N rn — — — — — LEGAL DESCRIPTION: � J Q Q PARCEL"00529900400600 W O 5/4x6 SIS2E CEDAR OR PRIMED- PARCEL C I O °o E SPRUCE FASCIA W/5"CONTINUOUS LOTS 6 AND 1,BLOCK 4,McMAHON'S FIRST ADDITION TO ARLINGTON, PAINTED METAL GUTTER TYP. ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 2 OF PLATS, I y PAGE 104,RECORDS OF SNOHOMISH COUNTY,WASHINGTON ; w 405 m ©© PANEL SIDING W/Ix2 CEDAR BATTENS (AUDITOR'S FILE•201905105003) ©© I O a c ®IS"O.C.TYP.(VERIFY PANEL SIDING A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2, TYPE W/OWNER AND/OR BUILDER, TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,ARLINGTON,WASHINGTON 1 l PRE-PRIME BATTENS TYP,) I� LOT AREA: 8,116,0 S.F. v, y =f2 2x10 BAND W/1/2"CHAMFER a TOP BUILDING COVERAGE: 2,116.0 S,F.(30.9%)• _`I 2 >V EDGE TYPICAL CONC.PATIOS,WALKS 6 PARKING: 630.6 S.F.(1.290 GRAVELLED DRIVEWAY: 445.1 S.F. 1S LANDSCAPED AREAS: 4,983.1 S,F,(56,8%) ; V W N •INCLUDES COVERED PATIO/PORCH I 2 NORTH ELEVATION ----- + ------- SCALE: 1/4" = 1'-O" SITE FLAN NOTES: MAXIMUM HEIGHT I. INSTALL SILT FENCE PER BMP C233®PERIMETER OF AREAS DISTURBED BY CONSTRUCTION. -—-—-—-—-—-—-—-—-—-—-—-—.. VERIFY VEGETATED STRIP(BMP C234)OR STRAW WATTLES(BMP C235)IF NECESSARY AT STORI"IWATER OUTLET(IF ANY). STORMWATER CHANNELS(IF ANY)TO BE STABILIZED PER BMP CI22,C202 AND/OR C209, IF STORMWATER CHANNELED TO EXISTING DRAIN INLET PROTECT PER BMP C220 AND MAINTAIN AS NEEDED UNTIL CONSTRUCTION IS COMPLETED u O 12 �6 2 ESTABLISH CONSTRUCTION ACCESS PER BMP C105 IF PAVED ROAD IS WITHIN 1,000 FEET V OF SITE V z 3. BARE GROUND®PROPOSED STRUCTURE,AREAS DEFOLIATED DURING CONSTRUCTION AND STOCKPILED SOIL TO BE PROTECTED WITH GROUND COVER PER BMP C120,C121,CI22,C123, N CI24,C125,C13I AND/OR C140 TO PREVENT EROSION PLATE HEIGHT O U 3 4, CUT SLOPES EXCEEDING I FOOT VERTICAL IN 2 FEET HORIZONTAL AND FILL SLOPES THAT ®® EXCEED 4 FEET HIGH AND/OR I FOOT HIGH IN 3 FEET HORIZONTAL(IF ANY)WILL REQUIRE Z ENGINEERING(REFER TO BMP CI21,CI22,CI24,C203 6 C208) tu � O 5. DOWNSPOUTS TO BE TIGHTLINED TO TERMINATION AT 64 CUBIC FOOT DRYWELL l4'x 4'x 4'J. N .n EACH DRYWELL TO SERVE NO MORE THAN 1,000 SQUARE FEET OF ROOF(3,081.1 S.F.ROOF Lu AREA WILL REQUIRE 4 DRYWELLS MINIMUM). MAINTAIN 10'-0"SEPARATION BETWEEN EACH Q z DRYWELL. INSTALL FILTER FABRIC®BOTTOM t SIDES OF DRYWELL. INSTALL DRAIN ROCK O EXISTING/FINISH GRADE 'COVER W/FILTER FABRIC BEFORE BACKFILLING W/NATIVE SOIL. VERIFY LOCATIONS OF (NO SLOPE TO LOT) tu =p If DRYWELLS ON-SITE W/OWNER SO AS NOT TO INTERFERE W/PLANT/TREE LOCATIONS(SEE .a _FLOOR LEVEL ROOF DRAINAGE PLAN ON SHEET 5 FOR DOWNSPOUT LOCATIONS) SLAB o GAR.DOOR OPNG. 0 6. RUNOFF FROM WE -DRILLING 6 EXCAVATIONS TO BE DISCHARGED PER BMP C220 t C236 t. bx6 P.T.OR CEDAR POST W/ LL DEMOLITION DEBRIS,CONIC,TRUCK WASTE AND OTHER POLLUTANTS TO BE MITIGATED PER Ix4 TRIM s TOP 6 2.5 TRIM s BASE WEST ELEVATION BMP CI51,CI52/CI53 O u1 1. SLOPE CONG.DRIVEWAYS t WALKS AWAY FROM STRUCTURE MINIMUM 1/4"PLF(296)TO DRAIN. O Z 4 SCALE: 1/4" = 1'-O" DRIVEWAY WIDTH,SLOPE AND CROSS-SLOPE TO COMPLY W/REQUIREMENTS OF BUILDING DEPARTMENT OF JURISDICTION 8. IF PROJECT DETERMINED TO BE LOW-IMPACT DEVELOPMENT REFER TO BMP CI02,C208 tUJ z C23I 7 lu NOTE:NOT ALL OF THESE ITEMS WILL APPLY TO EVERY SITE. IT IS THE BUILDER'S RESPONSIBILITY ^ U_ (AND BUILDING OFFICIAL)TO DETERMINE WHICH ITEMS ARE APPLICABLE PER SITE CONDITIONS 1}IFi1 ©207 9 ACCUPLAN CUSTOM 6U/LO/NG OE8/GN DRAWN BY BJ ILJ DATE FFM AUGUST 21,2019 JOB NUMBER 1312 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHIM IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE SOUTH ELEVATION 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR SCALE: I/4" = 1'-0" CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EICsFIT SHEET6 F58'Q" REVI810N8 BY FOUNDATION NOTES: 24'-0" 20'-0" 14'O" AUGUST 29,2019 BJ I. INSTALL PRESSURE-TREATED 2x6 BILL W/1/2"DIAMETER x 10"ANCHOR BOLT t 2'-1015" &4'R.O. 4'-0" 16.-0" 3"x3"xl/4"PLATE WASHER®4'-0"O.G.ATOP 6"CONCRETE FOUNDATION WALL. 2'-0" 20'-0" 2'-O" 10'-O" MIN,2 BOLTS PER PIECE MIN.3 1/2"/MAX,12"FROM END TYPICAL 2, INSTALL P.T.2x8 SILL RIPPED TO 6"WIDTH W/I/2"DIA.x 10"A.B.t 3"x3"xl/4" � ---, PLT.WASHER®4'-0"O.G.ATOP 6"GONG,FDN.WALL WHERE I-JOISTS ARE HUNG I FROM PLT.(SEE FLR.FRAMING PLAN ON SHT,3 FOR LOCATIONS). MIN.2 BOLTS Q 4 PER PIECE MIN,3 1/2"/MAX.12"FROM END TYP, HANG I-JSTS.W/TOP-BEARING HANGER TYPICAL 3. INSTALL 4"PVC DRAIN PIPE BELOW FOOTING a LOW POINT FOR POTENTIAL r--•-—-—-—-—- -—-—-—- --•-, • P O DRAINAGE!SUMP PUMP,ETC.)SHOULD WATER INFILTRATE CRAWLSPACE!INSTALL e $ CAP BOTH ENDS UNGLUED). VERIFY PLACEMENT OF 4"PERFORATED FOOTING ° K \� - DRAIN PIPE IN FREE-DRAINING GRAVEL BASE PER DETAILS'F','G't'H'ON BHT. A _ O 8, NOTE:FOOTING DRAIN MAY BE OMITTED IF SOIL DRAINAGE DETERMINED TO ^ 1 SEE NOTE"6 q BE GOOD PER IRC SECTION R405 AND TABLE R405.1(BUILDING OFFICIAL/ INSPECTOR TO VERIFY SOIL CHARACTERISTICS ON-SITE) d _ mm ________________ 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 ° ` —T+r------- POUNDS PER SQUARE FOOT. CONCRETE COMPRESSIVE STRENGTH TO BE 2,500 Q - H r----- - -------- PSI MINIMUM(VERIFY W/BUILDER AND/OR CONCRETE SUPPLIER) o - SEE `-( O L a SEE NOTE"2 • i C _ NOTE"I B. 4x4 POST ON SO-FELT(US 4x6 P05T a BEAM SPLICE), VERIFY POSITIVE ONNECTION d • '° Z POST TO FOOTING t POST TO BEAM TYP. ° Q -?Lu $ Q II''11 6. MINIMUM FOUNDATION VENTS REQUIRED TO COMPLY W/IRC SECTION R408 IS , W $ (L e SEE IS VENTS a l SQUARE FOOT PER 150 S.F.CRAWLSPACE AREA. IF GLASS I 0 ° E NOTE"I Q VAPOR RETARDER INSTALLED THE MIN,NUMBER OF VENTS REQ'D IS 2(ONE s m IL OD - O O � J VENT 10 BE LOCATED WITHIN 3 FEET OF EACH CORNER OF THE BUILDING). I e W I ___ __ _ i THE NUMBER OF VENTS SHOWN ON THIS PLAN IS 4 AND ARE LOCATED WHERE ° O ° —- ®—-—- Ll THERE IS NO PATIO SLAB OR STONE VENEER AT EXTERIOR OF BUILDING N r.J - -•:------:-- TYP. :--•j:--•-: TYP SEE NOTE"2 = i Z T. REFER TO BRACED WALL PLAN ON SHEET 6 FOR LOCATIONS t CAPACITIES OF ° m A 3'-11" 4'-0" UPLIFT DEVICES(STRAPS OR ANCHOR BOLTS FOR HOLD-DOWNS). VERIFY II SEE NOTE"8 `( ' TYPE W/BUILDER,VERIFY MIN.DISTANCE TO FDN.CORNER/OII W/MFR. SPECS.t INSTALLATION INSTRUCTIONS O SEE t--( • --- 10'-6" 1 NOTE"I 8. FRAME PONY WALL W/2.6 STUDS®16"O.C.UP TO UNDERSIDE OF FLR,JSTS. O USE P.T.BOTTOM PLATE ANCHORED TO FTG,BELOW PER NOTE"1 THIS SHT. $ 24'-5'6" '� 6'-2" 3'-4Sg"I •° 0 ' W t SINGLE 2x6 CONT.PLT.ABV.(IF WALL IS LESS THAN 14"HIGH SHEATH ONE SEE eH__ A, I I i O p E SIDE W/1/2"PLWD.OR T/16"OSB PER IRC SECTION R602.9J NOTE"I y ►I 'm Sv O SEE NOTE"21'-4"x l"GONG.FTG.W/(2)"4 REBAR CONT. STUB"4 REBAR INTO FDN.ABV. , - ----- - SEE NOTE"8 - © 4549"O.C.(SPACING a 24"O.C.WHERE FDN.ABV.IS 48"OR TALLER) ___ r- �-------p -• --• -- SEE BEAM SCHEDULE I •° I � � O�m OB 6"CONC.FDN.WALL W/MIN.REBAR PER IRC TABLE R404.1.2(3). INSTALL"4 _ _" " "-__ -__ -__ __; ��� --- -, ON SHEET 4 A I ______ REBAR CONTINUOUS AT TOP(INSTALL HORIZONTAL"4 REBAR®MID-WEIGHT( Q O M Ir r-------� ��-------�----------- -- ------------------, I NO MORE THAN 24"O.C.IF FDN.WALL EXCEEDS 24' HGT.) - ro ��--- ---a -�----®-- _�_----o--- 0----- Y-6"x T"CONC,PAD FOOTING W/(2)"4 REBAR BOTH WAYS t 4x4 POST ON SO-FELT ABOVE `4 �9 N �0 12 6'-0" 5'-0" L 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-l" 7 fJ O p 18'-10" 4' 35' „ ° �I OD 2'-3"x 2'-3"x 9"CONC.PAD FTG.W/(4)"4 REBAR -0" _2 BOTH WAYS(INCORPORATE 3 N INTO ADJACENT RIBBON FTG.) EO 4"CONC.SLAB W/FIBER REINFORCMENT THROUGHOUT(VERIFY TYPE W/ SEE G _ _____ _______ BUILDER AND/OR CONC.SUPPLIER). SLOPE 1/8"PLF(MIN.)TOWARD OVER- NOTE"I Q HEAD GARAGE DOORS ° SEE Ir - NOTE"8 •° OF 4"CONC.SLAB W/FIBER REINF.THROUGHOUT(VERIFY TYPE W/BLDR,AND/ 12'-11" 2'-6" 4'-0" 4'-0" 4'-0" 4'-O" 4'-0" 5'-O.l 5'-0" 5'-O" 4'-IC 4" 2244 EX CONCERIOR SUPPLIER). SLOPE I/(M PLF AWAY FROM HOUSE WALL. TURN-DN, TYPICAL- N EXTERIOR EDGE E EXTEND 12"(MINT BELOW FINISH GRADE(6' MIN.WIDTH a �BOTTOM)PER DETAIL W. ON SHEET 8(VERIFY FINISH W/OWNER) I I SEE NO "5 TYP. I I I _______t______ -, SEE NOTE"21 O I'-O' x f-O"CONC.PIER W/SIMPSON CBSQ66SDS2!OR EQUAL)FOR 6x6 POST Q _ ABV. EXTEND TO BOTTOM OF TURN-DN.SLAB EDGE OR 12"MIN.BELOW FINISH a' -�® --- --- - —® GRADE) '° `__________________________________________ _ ---- - ---------- Ir O 1'4'x 1'4'CONC.PIER W/SIMPSON CBSQ66-SD52(OR EQUAL)FOR 6x6 POST a A = Z ABV. EXTEND TO BOTTOM OF TURN DN.SLAB EDGE OR 12"MIN.BELOW FINISH ,mv SEE 9 GRADE) O m SEE NOTE"2 NOTE"I B S N Q a _- -- J IL JO STUB 8"LONG"4 REBAR 3"(MINT ---INTO FDN,t 4"(MIN.(INTO EXTERIOR SLAB® I 1� ------------- ----- O � 3 24"O.C.PER DETAIL'H'ON SHT.8(THICKEN SLAB AS NEEDED FOR MIN.2" SEE GONG.COVERAGE®REBAR) .p NOTE"I o 'J--' '----- -------------------'F to ' O K THICKEN SLAB EDGE®GARAGE DOOR OPNG,TO 6"t INSTALL"4 REBAR CONT. u O a SEE © POUR SLAB THROUGH MAN-DOOR OPNGS.TYP. NOTE"1 W iF v O 16"x 6"(MIN.)SCREENED FDN.VENT(SEE NOTE"6 ABV.) O OIlk O m O fff�VVV ON 30"x 24"CRAWLSPACE ACCESS(24"x 18"MIN.PER CODE,VERIFY LOCATION SEE NOTE"2 I-----r_--1---'+L_________ ____ -—-—-—-—-—-—- -—- Un-'I W/OWNER). VERIFY AREAWELL t HATGH/DOOR W/BUILDER(SEE NOTE-16 ON _____ _______ SHEET 4) I J - J v `e---------------------------------- 0 © 4"CONC.WALK W/FIBER REINF.THROUGHOUT(VERIFY TYPE W/BLDR.AND/OR P Z CONG,SUPPLIER). SLOPE 1/4"PLF AWAY FROM HOUSE WALL, TURN-DOWN I O EXTERIOR EDGE TO EXTEND 6"(MIN.)BELOW FINISH GRADE(6"MIN.WIDTH® u BOTTOM,VERIFY FINISH W/OWNER) O 4 3'-19a° 4'-0" 15'-44" OQ 4"CONG.APRON IN FRONT OF GARAGE(VERIFY DIMENSIONS W/SITE PLAN) SLOPE AWAY FROM RESIDENCE 1/4"PLF MIN.(VERIFY FINISH W/OWNER) 10'-O" II'-9k"22'-6" L® FOOTINGS Z WIDEN FOOTING 9 1/4"t ADD"4 REBAR CONT. lu 24'-0" 27 O" 12'-0" } n' U- FOUNDATION PLAN NAl �^ SCALE: I/4" = I'-0" on ©207 9 ACCUPLAN CUBTCM 6U/LO/NG OE8/GN DRAWN BY BJ DATE AUGUST 21,2019 JOB NUMBER 1912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO w STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 1 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY AUGUST 29,201S BJ 9 1/2" (-JOIST MAX. SPANS L/480, SIMPLE SPAN, 40"LL, 50" TL JOIST TYPE 12"O.C.SPACING 16"O.C.SPACING - - - - - - - - - - - - - - - - - - - - - - - - - - - GPI 20 I1'4" 15'T" GPI 40 IS.-O., 16'-6" SEE NOTE"2 ON SHEET 2 , WI 40 IS'-0" I III I \ O LPI 20PLU5 16-l„ 15-8„ SEE NOTE"1 LPI 32PLUS IT'4" ON SHEET 2 , 41 y LPI 42PLUS IS'-4" 17-2" -'SEE NOTE"2 " _ _ _ _ I I I I y - ON SHEET 2 I I I PWI 20 16'T" 15'3° I I Q O PWI 30 1,'1" 15'-S" ,r ,r ",r ,r ,r,,r I I III I I I I I I L 2 t1, PWI 4Q r ,r ,r ,r ,r ,r ,r ,r ,r ,r I I Z O M _ I PWI 45 IS'-0" Iw I I I SEE NOTE( 'SEE NOTE"1 III IZ PWI 41 IS,�„ 16,9„ I Iw ON SHEET 2" I In PWI 50 IT-10" 16,41 III I ' I I' 'I III PWI 60 Il'4" SEE NOTE"2 ,Ir,r I II I I��_ oPWIONSHEET2 m0 WO2O;V 203 Io PWI 90 22'-3" E TEI" EIJ BE M S- UL I MTIP. TJI IIO I I I ors TJI 210 Il'9" 16'3" -WO 6 o TJI 310 'SEE NOTE•(' I�I I ICI I OI I ON SHEET 2 O N�I FLOOR FRAMING NOTES 1 I I I W o T 2 + IIIIIIII ®. I I= II MINI I IWI I IzI I�oI l l l l l l l l l l l l I. 9 I/2" -JOISTS a 16"O.C.(ALL LISTED -JOIST MODELS WORK) I I 2, MINIMUM 2x6 WF"2 JSTS,-12"O.G.+MUD-SET SHOWER(VERIFY I I 'O ' I ' I I I I I I I I I I I I IIm I I I SEE NOTE("9 I I PLACEMENT t SHIMS A5V.PLT./BELOW EXTERIOR WALLS) -- I I z I I II 3, 9 1/2"I-JST.WHERE SHOWN Iuj I I I I III I III 16T�' I 4, SISTER 2.10 DF-L"2(OR EQJ THIS SIDE OF 9 1/2"I-JST.(SEE NOTE ",ON SHT,4) II I hII/; IIII III III "w IIII III IIII III I III"II-III IIIII SEE NOTE 2 51 VERIFY INSTALLATION OF SHIM MATERIAL®JSTS.THAT ARE LESS E ON SHEET 2 NI L U z THAN 9 /2" EEP IN ORDER TO MATCH I-JST.DEPTH SEE NOTE"1 16"TYPL1.1 ell VERIFY RIM JOIST MATERIAL W/I-JST.MANUFACTURER ON SHEET 2 Ir Jh 01. INSTALL 2x10 BLKG.BTWN.I-JSTS,o BEAMS(OR PER -JST.MFR, RECOMMENDATION) SEE NOTE"2 JuN3z 8. MIN.2x6 HF"2 JSTS,s 16"O.G.FOR MUD-SET FLUSH STONE HEARTH I O I I NOTE"1 ON SHEET 2 OPTION(VERIFY W/OWNER-OMIT IF HEARTH OPTION NOT USED) Z 'SEE ' Z IN 9. INSTALL 2XIO BLOCKING BTWN.FLR.JSTS.ABV.PONY WALL BELOW I I I I I I `� I I ON SHEET 2 Wn zz PER NOTE"5 ON SHT.6(SEE NOTE"6 ON SHEET 6 WHERE PONY SEE NOTE"I 4NJ M� WALL IS PARALLEL TO JOISTS), VERIFY BRACED WALL LOCATIONS ON SHEET 2 �• f N W/BRACED WALL PLAN ON SHEET 6 - - - - - - - - - to Ul .a 10. POST BASES/WOOD CONNECTORS/BEAM 4 JOIST HANGERS TO BE 'r r'r 'r 0 tu SIMPSON STRONG-TIE(OR EQUAL--VERIFY W/BUILDER)AND SHALL n BE GALVANIZED TO RESIST CORROSION SEE NOTE"2 to z tu ON SHEET 2 - O Q FLOOR FRAMING FLAN �a= SCALE: 1/4" = I'-0" ui lu u- i m ©2C 1 9 ACCUPLAN CUSTOM 6U/LO/NG CE8/GN DRAWN BY BJ DATE AUGUST 21,2019 JOB NUMBER 1912 DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS 58'-O° REVISIONS BY GENERAL NOTES: WSEC SECTION R40(o 24'-0" 20'-0" 4'-0" auGusr 29,2019 BJ I, VERIFY DIMENSIONS SHOWN ON PLANS.DO NOT SCALE OFF PLAN COPY. s ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS 2'-10 e" &4'R.O. 2'-14; 5'-65" 9'-sit" 4'-8" 2'4" 3" WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS 10'-O" 10'-O" 4'-3" OCTOBER 11,2019 BJ FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: 2, FRAME EXTERIOR WALLS W/92 5/8"2.6 STUDS o 16"O.C.TYPICAL. FRAME OCTOBER 23,2019 BJ GARAGE EXTERIOR WALLS W/S2 5/8"2.6 STUDS-16"O,C,W/Ix6 OR 3/4" I. SMALL DWELLING UNIT: 1.5 CREDITS PLYWOOD FILLER BETWEEN BOTTOM PLT.i P.T.PLT.BELOW(VERIFY T.O. DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA GARAGE P.T.PLT.IS FLUSH W/REST OF FDIC). VERIFY EXTERIOR SHTH'G WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO TYPE W/BUILDER EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA 3. FRAME INTERIOR WALLS W/92 5/8"2.4 STUDS(U.N.O.ON PLAN)®16"O.C. BUT LESS THAN 1,500 SQUARE FEET TYP. INSTALL 1/2"GYPSUM WALLBOARD BOTH SIDES TYP.N.N.O.BY OWNER 2. MEDIUM DWELLING UNIT: 3.5 CREDITS 6 AND/OR BUILDER). ANGLED WALLS TO BE 45 DEGREES TYP.U.N.O. ALL DWELLING UNITS THAT ARE NOT INCLUDED IN"1 OR"3 = EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2,5 r 4. FRAME WALL W/2x6 PLATES 4 2.4 STAGGERED-STUDS®16"O.C.IN PLANE. CREDITS WEAVE R-13 BATT INSULATION THROUGH STUDS FOR SOUND ABATEMENT 1 3, LARGE DWELLING UNIT: 4,5 CREDITS IS'-0"x1'-0"OVER E GARAGE DOOR P.T.OR CEDAR 6.6 s 1 5. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")MIN.BETWEEN DWELLING UNITS EXCEEDING 5,000 SQUARE FEET OF CONDITIONED FLOOR AREA. SEE 0TE"13 POST( ERIFY TYPE 1 Y ROUGH OPENING 1R.0,)AND NEAREST WALL EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 OX W/BUIL ER) (2)30 O SH n 1 O (SEE NOTE•12J 1 V CREDITS O -p _____ lop ; W 6, DIMENSIONAL LUMBER TO BE HEM-FIR"2 TYP.U,N,O. USE 4x4 HF•2 HEADER O _ - /�5� - - /�5� ------ - SEE O IN EXTERIOR WALLS ASV.DOORS 4 WINDOWS U.N.O.MOTE:HEARTWOOD ❑ 4. ADDITIONS LESS THAN 500 SQUARE FEET: 0.5 CREDITS `! -------------------------- ,- ,-• SEE OTE•13 3 NOTE"13 1 BEAMS ARE NOT TO BE USED W/4x DEPTH), EMS,<HDRS,TO HAVE 1 1/2" MIN.BEARING TYP.U.N.O.IN REMARKS SECTION OF BEAM SCHEDULE(SMS. 1 N \ O SHOWN ARE MIN.REQ'D OR BETTER--SIZE AND GRADE MAY BE INCREASED WSEC TABLE 406.2 (ENERGY CREDITS) �i PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CONSTRUC- COVERED PATIO Q N r O TION SHOULD BE VERIFIED WITH DESIGNER SINCE ALL STRUCT.MEMBERS NOTE: REFER TO 2015 WASHINGTON STATE ENERGY CODE TABLE 406.2 FOR COMPLETE 1p W O - LIST OF ENERGY CREDIT OPTIONS AND VALUES �I J ' W ARE SIZED FOR THEIR SPECIFIC LOCATION<LOADS SUPPORTED) U 1 M OPTION DESCRIPTION CREDITS Q Q 2-GAR GARAGE SEE NOTE"8 SEE NOT 13 'fl r BEDROOM 02 O Q 11 INSTALL PLYWOOD FILLER(NONSTRUCTURAL)BETWEEN I-JOIST WEB AND 2xIO Id EFFICIENT BUILDING ENVELOPE Id: 015 SISTERED JOIST(BTWN.TOP i BOT.FLANGES,VERIFY PLWD,THICKNESS W/ Prescriptive compliance Is based on Table R402,1,1 with the 1 Q O I� p go- XO 60 10 FREN H Djoz r, [-JOIST USED). NAIL 2x10 TO I-JOIST W/16d NAILS®6°O.C.MIN.3"FROM TOP following modifications: � r^ O AND BOTTOM OF JST,TO AVOID SPLITTING I-JST.FLANGE(VERIFY LOCATIONS Vertical fenestration U•0,24 2 • 1 GAP Q 1 V\ y M� W/FLOOR FRAMING PLAN ON SHEET 3) 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: IA 1 -1115" 6'-614" 3'-Oh" 1 \ O ■ 8. VERIFY PLACEMENT OF 4x4 OR 4x6 POST IN STUD WALL BELOW ENDS OF Air-source heat pump with minimum WSPF of 9.0 1 DW 1 GIRDER TRUSS ABV.W/ROOF FRAMING PLAN ON SHEET 5 To qualify to claim this credit,the building permit drawings shall X - Q 1 __ _ Q 'Q SEE N TE"4 1 \ h N specify the option being selected and shall specify the heating O O p 2040 SKYLIGHT m = 1 O p cV 13'-614" 9'-4' -9. INSTALL 2x6 BACKING FOR TOWEL BARS BTWN.STUDS CENTERED 48"A.F.F. a ul meni t e and the minimum a ul ment efficient. O t, !2 TYPICAL) = 1 (VERIFY LOCATIONS W/OWNER), VERIFY 2x4(MIN.)CENTERED ABV.GAR, 5a EFFICIENT WATER HEATING 5a: O,5 V 13'-0" 615° P-10" l'-6° z KI'T N la m SEE = 1 V\ y DOOR OPENING FOR DOOR OPENER TRACK ATTACHMENT IF HDR.ATTACH- All showerhead and kitchen sink faucets Installed In the house -- w ® J MENT AT THAT LOCATION NOT POSSIBLE shall be rated at 1.15 GPM or leas. All other lavator faucets > OTE-22 tU y SEE NOTE"16 O ry V C -- I- `9 - VANITY m fjj - 1 shall be rated at 1.0 GPM or lose, Q DINING ROOM 3 �' 1 O °o E 10. INSTALL 1/2"GYPSUM WALLBOARD(MIN.)AT GARAGE/HOUSE WALL 1 GARAGE GAS ON-DEMAND --- (NO STEP) I 4'10" 3'-0 j f I M Q To qualify to claim this credit,the bulldtng permit drawings shall WATER HEATER Q TH 2- m u BEARING WALL$,AND 5/ "TYPE-X GWB a GARAGE CEILING TYP. INSTALL Z m O= Q W specify the option being selected and shall specify the maximum SEE NOTE"10 Z.O p m , , Q �9'n v 1 o vi 20-MINUTE RATED DOORS ASSEMBLY BTWN.HOUSE a GARAGE W/SELF-CLOSING SEE NOTE"10 ?l O = .9 '/ m 1 a C flow rates for all showerheada,kitchen sink faucets and other ul m HARDWARE Z Y N 1 m- lavato faucets. = ELECT, 1 3 0 Ir J r 1 1 tiA SEEN E• 1 2 11. DECK/PATIO RAILINGS TO COMPLY W/IRC SECTION R312 IF DECK/PATIO IS 5c EFFICIENT WATER HEATING 5c: 1,5 FURN, O O LL 1 2 Is"uN. = 1 O a c V.T.O.- -- ---- O"x14"na4' - ILL 30' OR MORE ABv,FINISH GRADE WITHIN 36' OF DECK/PATIO EDGE(VERIFY Water heating ayatem shall Include one of the following: w a uTILRY _ I - �' II ? ON-SITE). PICKETTS SHALL BE SPACED SO 4"DIAMETER SPHERE CANNOT Gas, ro ane or oil water heater with a minimum EF of 0,91. Q _ n Q ' p p - �+ cAewer 7� PASS or _ c W D O --_Il ------- o CEILING -- y` )S1 6olar water heating supplementing a minimum standard water heater. `r m 10'CEILING "�" y = 12, EGRESS WINDOW DIMENSIONS,CLEAR OPNG.AND SILL HEIGHT TO COMPLY ' = m 9-8 3-19 - �+'' ' 2 m o Solar water heating will provide a rated minimum savings of 85 �p N LAUNDRY _ 0(a W/IRC SECTION R310(MIN.5.1 S.F.NET CLR.OPNG.,MIN.24"OPNG.HG1., N - r ' W 1 V a>m therms or 2000 kWh based on the Solar Rating and Certification O 13'-4'h" 3• 2'-5" 3'-8" 6'-8'h" _ MIN.20"OPNG.WIDTH,MAX.44"FIN.SILL HGT.). VERIFY COMPLIANCE W/ = y m Z WINDOW SUPPLIER AND/OR MANUFACTURER) Corporation(SRCC)Annual Performance of OG-300 Certified O " m 3 ' 3 p - •`„ 3'-10" 8'-1" I'-51h" 2'-5' 3'-a" 3'-4Nz" M O ^I0 10 9/16" N N Solar Water Heating Systems, = o� _ 1 13, VERIFY STUD LOCATIONS AT HOLDDOWNS DURING FRAMING TO ALLOW REQ'D or 3'-2 " 2'-O I 16" 5'-1015" 1 CLEARANCES FOR HOLDDOWN/STRAP TO BE INSTALLED CORRECTLY(VERIFY Electric heat pump water heater with an EF of 2,0 and meeting the m O �° _ _ = d OFFICE ----- + ------- W/MFR.SPECS,i INSTALLATION INSTRUCTIONS). VERIFY PLACEMENT OF HOLD- standards of NEEA'S Northern Climate Specifications for Heat SPUR, m di DOWNS AND/OR ANCHOR BOLTS IN FOUNDATION W/MFR,SPECS.FOR MINIMUM Pump Water Heaters, 90 VANITY - ;n J J DIMENSION FROM CORNER(SEE FOUNDATION PLAN ON SHEET 2 AND BRACED v _ _ id To qualify to claim this credit,the bulldtng permit drawings shall _ M m N N Q' 10'-1 1/8"CEILING WALL PLAN ON SHEET 6 FOR HOLDDOWN LOCATIONS) specify the option being selected and shall sP..WF the water In 1''� BATH «I = PANTRY= N LIVING ROOM - a heater equipment type and the minimum equipment efficiency and, - 14, WATER LINES IN UNHEATED AREAS TO BE INSULATED. HEAT DUCTS TO BE R-8 for solar water heating systems,the calculation of the minimum y -. Q m O MIN,t EXHAUST DUCTS MIN.R-4. VERIFY INSULATION 15 INSTALLED BEHIND SEE NOTE•9 - - 67 PARTITIONS,IN CORNERS,FITTED AROUND WIRING/PIPES AND IN SPACES ener savin s. c W 3-O,� '^ 12"SHLVS. BEHIND BATHTUBS 1 SHOWERS. SEAL OPNGS.AROUND INTERIOR PLUMBING TOTAL ENERGY CREDITS: 3.5 O IL m w p• 3 SEE PIPES®EXTERIOR WALLS Dt fp Z 6'-4" 3'-8" 4'-41'i" 2 4" �''' Fi NOTE"13 O 15. INSTALL 6-MIL BLACK POLYETHYLINE VAPOR RETARDER ON BARE GROUND s O O W O "r 2 4 '� 2 30 O BEFORE POURING INTERIOR<GARAGE SLABS ' S i9 Gl w 0 �I R lrxQ _ z 16. CR ACCESS HATCHES MIN.24"x 1 " ATTIC ACCESS MIN.30"x22". INSULATE VERTICAL FENESTRATION SCHEDULE ? NI m ee s TO ACE/ATTICS TO THE EQUIVALENT RATING (WINDOWS AND DOORS) 13'-0' PO KET DOOR O OF THE INSULATED FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. m 0. 2-4 O s' �(��� Q 4'315" 4" 4'-10' = m FLUSH TILE HEARTH 5 m v VERIFY ALL ACCESS LOCATIONS W/OWNER. VERIFY INSULATION DAM IS LOCATION SIZE •• TYPE AREA UA V.T.O. INSTALLED AROUND ATTIC ACCESS IF LOCATED IN INSULATED CEILING TO KITCHEN 5036 SLIDER 1115 0.24 01 3 ---- O 3 m MAINTAIN REQ'D INSUL.DEPTH. MIN.HEADROOM ABV.ATTIC ACCESS TO BE DINING ROOM 60610 FRENCH DOOR 42,40 0.20 BEDROOM •1 - 2"S/L 4 12"S/ 3 2 30 O Z NO LESS THAN 30"CLEAR AT ANY POINT(ACCESS NOT REQ'D TO ATTICS W/ BEDROOM"2 (2)3050 SINGLE-HUNG 30.0 0.24 `• TEMP. TEMP. O ul II FALSE BEAM I` tu LESS THAN 30"CLEARANCE(BUILDER TO VERIFY LOCATIONS ON-SITE) OFFICE (D3050 SINGLE-HUNG 30.0 0.24 WALK-IN = TO MATCH - V w SEE NOTE•8 H LIVING ROOM (2)3050 SINGLE-HUNG 30.0 0.24 = = m O Z 11. SHOWERS 1 LAVATORIES N HAVE GPM LIMITERS INSTALLED PER NOTE"14 p m CLOSET l<NO E"13 SIMJ PORCH W z (ENERGY CREDITS OPTION 5a)ABOVE ENTRY 10610 SIDELITE 8.02 0.20 - I I � .p ENTRY 30610 ENTRY DOOR 21.11 • m z Is. IF ON-DEMAND HOT WATER TANK NOT USED MOUNT HWT ON PLATFORM 16" ENTRY 10610 SIDELITE 8,02 0120 O IN 5 5 ABV.GARAGE SLAB. STRAP HWT TO WALL PER IRC SECTION M1301,2 AND BEDROOM"1 (2)3050 SINGLE-HUNG 30.0 0,24 0 ____ __ _-_ _ __= t PROVIDE OVERFLOW PAN W/DRAIN TO EXTERIOR. INSTALL TEMPERATURE BDRM."1 CLO, 2020 FIXED 4,0 0.24 BENCH SEAT O <PRESSURE RELIEF VALVE(W/PIPE TO EXTERIOR TERMINATION)PER IRC BATH•1 (2)2640 SINGLE44UNG 20,0 0.24 - CHAPTER 28 LAUNDRY 2640 SINGLE-HUNG 10.0 •• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2020 PIC (2)3050 SH P,T,6x POST W/3/4"MDF TAPERED n 19, STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOWS: SUM OF VERTICAL FENESTRATION AREA AND UA 219.94 2,28 )SEE NOTE-12) PER ELEVATION)ABOVE t ONE VENEER N Z FLOOR: 40•PSF LIVE LOAD,50"PSF TOTAL ®BASE(3 POSTS TYP.,CO ECT TO BM, tu VERTICAL FENESTRATION AREA WEIGHTED U=UA/AREA 0,01 O DECK: 60"PSF LIVE LOAD,10"PSF TOTAL ABV.W SIMPSON CC6(.OR EQUAL) (t ROOF: 25•PSF LIVE LOAD,35•PSF TOTAL 1/O- 4 WALL WEIGHT: 10"PSF TOTAL EXEMPT SWINGING DOOR(24 SQUARE FEET MAXIMUM) 3V' g'g,Ya' II'-9'ia' =-1a" GROUND SNOW LOAD: 25"PSF ••EXEMPT GLAZED FENESTRATION(15 S,F,MAX,) V 1'_oi, T-6' 3'-0' S'-5' 3'-4'h' n DESIGN WIND SPEED: 85 MPH(EXPOSURE C) SIZES SHOWN ARE FEET/INCHES(EXAMPLE:2040•2'-0"x4'-0') 1/- SEISMIC ZONE: D2 9'-5f4" 14'-61's" 2'-2" 14'-915" 5'-Olh" 5'-815" 6'-3'h" SOIL BEARING: ASSUMED 1,500"PSF MAXIMUM OVERHEAD GLAZING (SKYLIGHTS) 24'-0" 22'-0" 12'-0" 7 113 n' 20, MINIMUM EXHAUST FAN SIZES REQUIRED TO COMPLY WITH THE WASHINGTON SKYLIGHT LOCATION SIZE AREA UA 58'-O" ✓� STATE VENTILATION t INDOOR AIR QUALITY(VIAQ)CODE ARE AS FOLLOWS: KITCHEN 2040 8,0 0,50 KITCHEN: 100 CFM RANGE HOOD KITCHEN 2040 8,0 0,50 LAUNDRY: 50 CFM(80 CFM RECOMMENDED) Q m BATHROOMS: SO CFM(80 CFM RECOMMENDED) FLOOR FLAN NO SUM OF OVERHEAD GLAZING AREA AND UA TE:ALL FANS ON 20-MINUTE TIMER TYPICAL. WHOLE-HOUSE EXHAUST FAN 16,0 I.00 i OVERHEAD GLAZING AREA WEIGHTED U=UA/AREA 0.0625 SCHEDULE SCALE: I/4" I'-O" 1,820 S,F. ��g (IF REQ'D--VERIFY W/HVAC CONTRACTOR)TO HAVE A SONE RATING OF I.5 a OR LESS i BE WIRED TO A TIMER OR DEHUMIDISTAT. VERIFY PROPER 604 S.F, GARAGE INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN CEILING. TOTAL SUM OF FENESTRATION AREA AND UA 235,94 3.28 BEAM" SIZE 4 TYPE REMARKS IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FOR HEATING SYSTEM SIZING CALCULATIONS) FEET OF THE AIR HANDLING UNIT. UNDERCUT INTERIOR DOORS TO ALLOW 4.6 HF"2 ©ZC 1 9 AIR MOVEMENT, SEE ELECTRICAL PLAN ON SHEET 1 FOR LOCATIONS OF IL ACCUPLAN CUSTOM EXHAUST FANS(VERIFY EXH.FANS TERMINATE AT EXTERIOR OF BUILDING H-o/NG O-N TYPICAL) TABLES, R402.1.1 AND R402.1.3 COMBINED "2 4x8 DF-L DRAWN BY 21. M CLIMATE ZONES 5 AND MARINE 4 INIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS!CALCULATED 3 4x10 DF-U'2 BJ ®1/300th OF ATTIC AREA): R-VALUE U-FACTOR DATE MINIMUM REQUIRED: 1,303.10 SQ.IN. FENESTRATION --- 0,30 Al 4x12 DF-L"2 AUGUST 21,2019 ACTUAL PROVIDED: 1,3%,84 SQ.IN, SKYLIGHT --- 0150 JOB NUMBER VENTED BLOCKING: 603,20 SQ,IN,(64 s 9,425 SQ,IN.EACH) CEILING 49 0,026 6x8 DF-L•2 11312 2"CONT.SOFFIT VENT: 140.6$0.IN.(16 L/F a el.$50.IN.PLF) WOOD FRAME WALL 21 INT, 0.056 RIDGE VENT: 651.84 SQ.IN,(84 L/F®1.16 SQ.IN,PLF MAX.) MASS WALL R-VALUE 21/21 0.056 23'-9"TOTAL LENGTH, SWEET 6 3 1/8"xl2"GLB 24F-V4 DF/DF DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. FLOOR 30 0,029 ..34"CAMBER RECOMMENDED IT I8 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO l 22, INSTALL 1/2"CDX PLWD.OR 1/16"OSB SHEATHING ONE SIDE OF WALL PER BELOW GRADE WALL 10/15/21 INT t TB 0,042 STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE NOTE"2 ON SHEET 6(VERIFY MINIMUM SHEATHED WALL LENGTH W/BRACED SLAB R-VALUE 6 DEPTH 10,2 FT. -- 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, WALL PLAN 1 CALCULATIONS ON SHT.6) STATE AND FEDERAL BUILDING CODES, DESIGNER NOT RESPONSIBLE FOR 23, SEE SHEET 1 FOR SIMPLE HEATING SYSTEM SIZE PER 2015 WSEC CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 1 OF EIGHT SHEETS G58'O REVISIONS BY GENERAL NOTES: 24'-0" 20'-0" 14'-0" AUGUST 29,2019 BJ I. VERIFY DIMENSIONS SHOWN ON PLANS.DO NOT SCALE OFF PLAN COPY. 2'-1015" &4'R.O. WALLS DIMENSIONED TO EDGE OF PLATE TYPICAL WSEC SECTION R40ro ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS TL10'-O" 10'-O" 4'-3" �'-0" OCTOBER IT,2019 BJ 2, FRAME EXTERIOR WALLS W/92 5/8"2.6 STUDS o 16"O.C.TYPICAL. FRAME i OCTOBER 23,2019 BJ GARAGE EXTERIOR WALLS W/92 5/8"2.6 STUDS a 16"O,C,W/Ix6 OR 3/4" EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS PLYWOOD FILLER BETWEEN BOTTOM PLT.i P.T.PLT.BELOW(VERIFY T.O. FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: OCTOBER 2%2019 BJ GARAGE P.T.PLT.IS FLUSH W/REST OF FDN.). VERIFY EXTERIOR SHTH'G TYPE W/BUILDER I. SMALL DWELLING UNIT: 1.5 CREDITS DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO _________ _________ 3. FRAME INTERIOR WALLS W/92 5/8"2.4 STUDS(U.N.O.ON PLAN)®16"O.C. TYP. INSTALL GYPSUM WALLBOARD BOTH SIDES TYP.N.N.O. OWNER AND/OR BUILDER). ANGLED WALLS TO BE 45 DEGREES TYP.U.N.O. EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA 6 BUT LESS THAN 1,500 SQUARE FEET I = 4. FRAME WALL W/2x6 PLATES a 2.4 STAGGERED-STUDS®Ir."O.C.IN PLANE. 2, MEDIUM DWELLING UNIT: 3.5 CREDITS WEAVE R-13 BATT INSULATION THROUGH STUDS FOR SOUND ABATEMENT ALL DWELLING UNITS THAT ARE NOT INCLUDED IN"I OR•3 EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 IS'-0"x�'-0"OVER E GARAGE DOOR I P.T.OR CEDAR 6.6 s 5. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")MIN.BETWEEN CREDITS SEE OTE"13 POST( ERIFY TYPE Y ROUGH OPENING 1R.0,)AND NEAREST WALL OX W/BUIL ER) (2)30 O SH n O (SEE NOTE•12) G 3, LARGE DWELLING UNIT: 4,5 CREDITS O v ____ ____ _ _-__-__-_ ___ 6, DIMENSIONAL LUMBER TO BE HEM-FIR"2 TYP.U.N.O. USE 4x4 HF"2 HEADER ----- ----- -------- SEE ` C DWELLING UNITS EXCEEDING UNITS SE SQUARE FEET OF CONDITIONED FLOOR AREA. p - IN EXTERIOR WALLS ABV.DOORS 6 WINDOWS U.N.O.MOTE:HEARTWOOD �( ,-• ,-, SEE OTE"13 I 3 NOTE"13 � EXCEPTION: DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 BEAMS ARE NOT TO BE USED W/4x DEPTH), EMS,<HDRS.TO HAVE I I/2" CREDITS I N n MIN.BEARING TYP.U.N.O.IN REMARKS SECTION OF BEAM SCHEDULE(BITS. I N -,r' \ O SHOWN ARE MIN.REQ'D OR BETTER--SIZE AND GRADE MAY BE INCREASED I Q P11 Z ! N ❑ 4, ADDITIONS LESS THAN 500 SQUARE FEET: 0.5 CREDITS Q �I I (L O PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CONSTRUC- COVERED PATIO <I O m _ TION SHOULD BE VERIFIED WITH DESIGNER SINCE ALL STRUCT.MEMBERS m - ARE SIZED FOR THEIR SPECIFIC LOCATION 4 LOADS SUPPORTED) WSEC TABLE 40(o,2 (ENERGY CREDITS) SEE NOTE"13 mj 0 Q = r ' LU MM� NOTE: REFER TO 2015 WASHINGTON STATE ENERGY CODE TABLE 406.2 FOR COMPLETE Q 4 2-CAR GARAGE SEE NOTE"8 ° BEDROOM N2 'O Q �1d 1. INSTALL PLYWOOD FILLER(NONSTRUCTURAL)BETWEEN -JOIST WEB AND 2x10 - in 1 LIST OF ENERGY CREDIT OPTIONS AND VALUES SJOIST S JOIST(BTWN,TOP BOY.FLANGES,VERIFY PLWD,THICKNESS W/ 5036 XO 60610 OX FRENCH SGD AND USED). NAIL 2x10 TO AVOID W/ IN NAILS FLANGE O.C.MIN.3"FROM TOP OPTION DESCRIPTION CREDITS w o GAP r�^^ O O AND BOTTOM OF JS1.TO AVOID SPLITTING I-JST.FLANGE(VERIFY LOCATIONS la EFFICIENT BUILDING ENVELOPE Is: 0.5 � V W/FLOOR FRAMING PLAN ON SHEET 3) 2 3 2 M Prescriptive compliance to based on Table R402.1.1 with the r-- I DW I in following modifications: 1 O 8, VERIFY PLACEMENT OF 4x4 OR 4x6 POST IN STUD WALL BELOW ENDS OF Vertical fenestration U=0.28 O p Q ' \ h GIRDER TRUSS ABV.W/ROOF FRAMING PLAN ON SHEET 5 X - Q `r SEEN TE"4 Floor R-38 -- - m O N 0 p p 2040 SKYLIGHT = r O C m Slab on fade R-10 perimeter and under entire Blab r, 13'-61h" 9'-4' - "' Q 9. INSTALL 2x6 BACKING FOR TOWEL BARS BTWN.STUDS CENTERED 48"A.F.F, g h OO �, I (2 TYPICAL) = Q (VERIFY LOCATIONS W/OWNER). VERIFY 2x4(MIN.)CENTERED ABV.GAR, Below grade slab R-10 perimeter and under entire slab V N Iv _ O r J 13,-0" 615" I'-10° T��� Z K11 N ?� SEE O = \ N DOOR OPENING FOR DOOR OPENER TRACK ATTACHMENT IF NDR.ATTACH- or -- MENT AT THAT LOCATION NOT POSSIBLE compliance based on Sectlon R402.1.4:Reduce the Total UA > I I M _ NOTE"22 {y p SEE NOTE"16 p ry V C -- I- `9 - VANITY m fjj - b sss R DININCs RO M �, a ' r O o E 10. INSTALL I/2"GYPSUM WALLBOARD(MIN.)AT GARAGE/HOUSE WALL GARAGE r GAS ON-DEMAND --- 4't0" 3'-0'i I m 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1,0 (NO STEP) IC TH 02 Q O m Sv O BEARING WALLS,AND 5/8"TYPE-X GWB a GARAGE CEILING TYP. INSTALL WATER HEATER O= 7n ly u Air-source heat pump with minimum HSPF of 9,0 Z p N Q o vi 20-MINUTE RATED DOORS BTWN.HOUSE a GARAGE W/SELF-CLOSING SEE NOTE"10 W k v To qualify to claim this credit,the building permit drawings shall SEE NOTE"10 > O = .9 '/ m r a HARDWARE Z Y N m- specify the option being selected and shall specify the heating = ELECT, 3 O Ir J N tiA SEEN E" 2 y 11. DECK/PATIO RAILINGS TO COMPLY W/IRC SECTION R312 IF DECK/PATIO IS equipment t e and the minimumequipment efficiency. H O O LL -2 V.T.O.f cv FURN. �n 15"LIN. 30"OR MORE ABv,FINISH GRADE WITHIN 36"OF DECK/PATIO EDGE(VERIFY 5a EFFICIENT WATER HEATING 5a: 0,5 = o'k]4'ka4' - w ON-SITE). PICKETTS SHALL BE SPACED SO 4"DIAMETER SPHERE CANNOT All showerhead and kitchen sink faucets installed In the house Q = U --- --- unu1Y _ Q ,IY CABINET _ PASS shall be rated at Ll5 GPM or lase. All other lavatory faucets - W D .9 _ _______ 8'CEILING __ N k_ shall be rated at I.0 GPM or less. 10'CEILING "�„ y = 12, EGRESS WINDOW DIMENSIONS,CLEAR OPNG.AND SILL HEIGHT TO COMPLY ' rr^^ 2 m U To qualify to claim this credit,the building permit drawings shall = LAUNDRY _ W/IRC SECTION R310(MIN.5.1 S.F.NET CLR,OPNG.,MIN.24"OPNG,HGT., a ecif the option bel selected and shall a ecir the maximum N N " - c y p ng Ic y p 13'-41'z" 3• 2'-5" 3-8 6'-8'W.. _ Z V p� MIN.20"OPNG.WIDTH,MAX.44"FIN.SILL HGT.). VERIFY COMPLIANCE W/ = m flow rates for all showerheada,kitchen sink faucets and other v o M WINDOW SUPPLIER AND/OR MANUFACTURER) O-, •S„ 3'-10" 8'-I" I'-51h" 2'-5" 3'-4" 3'-41 1. 30 N0 10 9/16 r 1 W N d lavator faucets. = V 13, VERIFY STUD LOCATIONS AT HOLDDOWNS DURING FRAMING TO ALLOW REQ'D 5c EFFICIENT WATER HEATING 5c: 1.5 fY °j 3'-2 5'-IO-W' r Z a CLEARANCES FOR HOLDDOWN/STRAP TO BE INSTALLED CORRECTLY(VERIFY Water heating system shall include one of the following: d OFFICE + ....... W/MFR.SPECS,i INSTALLATION INSTRUCTIONS). VERIFY PLACEMENT OF HOLD- Gas, propane or oil water heater with a minimum EF of 0,91. SLIWR. ® ® m m Q 0 m w DOWNS AND/OR ANCHOR BOLTS IN FOUNDATION W/MFR,SPECS.FOR MINIMUM or 90 VANITY - m > DIMENSION FROM CORNER(SEE FOUNDATION PLAN ON SHEET 2 AND BRACED Solar water heating supplementing a minimum standard water heater. m N = I WALL PLAN ON SHEET 6 FOR HOLDDOWN LOCATIONS) Solar water heating will provide a rated minimum savings of 85 15 BATH Al = P,a.NTRY N 10'-I I/8"CEILING N therms or 2000 kWh based on the Solar Rating and Certification ro _ - - LIVING ROOM a 14, WATER LINES IN UNHEATED AREAS TO BE INSULATED. HEAT DUCTS TO BE R-8 Corporation(SRCC)Annual Performance of OG-300 Certified ,� O MIN,t EXHAUST DUCTS MIN.R-4. VERIFY INSULATION IS INSTALLED BEHIND p `! SEE NOTE"9 - Q M PARTITIONS,IN CORNERS,FITTED AROUND WIRING/PIPES AND IN SPACES Solar Water Heating Systems, c 3'-O" m 12"SHLVS. BEHIND BATHTUBS 4 SHOWERS. SEAL OPNGS.AROUND INTERIOR PLUMBING or O W m W - p• 3 SEE Electric heat um water heater with an EF of 2.0 and meetin the - t 6'-4" 3'-8" 4'-41h" 2 4" !rx O PIPES®EXTERIOR WALLS pump t D W Z NOTE"13 UJ standards of NEEA'S Northern Climate Specifications for Heat r O N z p 0 2-4 - - - 15. INSTALL 6-MIL BLACK POLYETHYLINE VAPOR RETARDER ON BARE GROUND Pum Water Heaters, s O O 2 30 O - VCR,/• BEFORE POURING INTERIOR 4 GARAGE SLABS To qualify to claim this credit,the building permit drawinga shall ' S ril w x WI� R kxQ \ 1� z specify the option being selected and shall specify the water lu d l 4 m = 16. CRAWLSPACE ACCESS MIN.24"x 18". ATTIC ACCESS MIN.30"x22". INSULATE heater equipment type and the minimum equipment efflctency and, tYj Ni O --�,� - �Q --�• S ALL ACCESS HATCHES TO CRAWLSPAGE/ATTICS TO THE EQUIVALENT RATING for solar water heatln stems,the calculation of the minimum 13'-0"PO ET DOOR p m �� @ Q N (� OF THE INSULATED FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. g N IL 2-4 O �( U IL Q ener aavl s. 4'3Vi" 4" 4'-10' = m FLUSH TILE HEARTH 5 m VERIFY ALL ACCESS LOCATIONS W/OWNER. VERIFY INSULATION DAM IS V.T.O. INSTALLED AROUND ATTIC ACCESS IF LOCATED IN INSULATED CEILING TO TOTAL ENERGY CREDITS: 3.5 3 ---- O 3 MAINTAIN REQ'D INSUL.DEPTH. MIN.HEADROOM ABV.ATTIC ACCESS TO BE �I N m BEDROOM •1 - - - - - - U_ 2"S/L 4 12"6/ 3 2 30 O y NO LESS THAN 30"CLEAR AT ANY POINT(ACCESS NOT REQ'D TO ATTICS W/ "I TEMP. TEMP. FALSE BEAM � L LESS THAN 30"CLEARANCE(BUILDER TO VERIFY LOCATIONS ON-SITE) u-I WALK-IN = VERTICAL FENESTRATION SCHEDULE 0 W SEE NOTE"8 TO MATCH O Z ^' IT. SHOWERS d LAVATORIES TO HAVE GPM LIMITERS INSTALLED PER NOTE"14 p m CLOSET - (<NO E"13 SIM.) PORCH W (ENERGY CREDITS OPTION 5a)ABOVE (WINDOWS AND DOORS) m I� m La O z le. IF ON-DEMAND HOT WATER TANK NOT USED MOUNT HWT ON PLATFORM IS' LOCATION SIZE TYPE AREA UA O N 5 5 ABV.GARAGE SLAB. STRAP HWT TO WALL PER IRC SECTION M130T.2 AND 0 ---=- =-= - = '- =-=- /� PROVIDE OVERFLOW PAN W/DRAIN TO EXTERIOR. INSTALL TEMPERATURE tu KITCHEN 5031 SLIDER 1T,5 0,28 (y •a DINING ROOM 60610 FRENCH SGD 42.40 0.28 BENCH SEAT p <PRESSURE RELIEF VALVE(W/PIPE TO EXTERIOR TERMINATION)PER IRC BEDROOM"2 (2)3050 SINGLE-HUNG 30.0 0,28 '�' CHAPTER 28 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OFFICE (2)3050 SINGLE-HUNG 30.0 0,28 202C PIC (2)3050 SH P.T,6x POST W/3/4"MDF TAPERED 19, STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOWS: LIVING ROOM (2)3050 SINGLE-HUNG 30.0 0.28 PER ELEVATION)ABOVE t TONE VENEER N Z (SEE NOTE"12) FLOOR: 40•PSF LIVE LOAD,50"PSF TOTAL ENTRY 10610 SIDELITE 8.02 0,20 ®BASE(3 POSTS TYP.,CONNECT TO BM, O tu DECK: 60"PSF LIVE LOAD,TO"PSF TOTAL ENTRY 30610 ENTRY DOOR 21,11 1 ABV.W SIMI CC66 OR EQUAL) (t Z > ROOF: 25"PSF LIVE LOAD,35"PSF TOTAL ENTRY 10610 SIDELITE 6.02 0,20 3b' 9'89♦' II'-9'ia" �" 1/O- Q WALL WEIGHT: 10"PSF TOTAL BEDROOM"I (2)3050 SINGLE-HUNG 30.0 0.28 GROUND SNOW LOAD: 25"PSF BORM,"1 CLO. 2020 FIXED 4.0 0,28 4'-S% 4'-T3i T'-0ui' T'-6' 8'-5' 3'-4'h" (I(LL� DESIGN WIND SPEED: 85 MPH(EXPOSURE C) BATH"1 (2)2640 SINGLE-HUNG 20,0 0,28 1/- SEISMIC ZONE: D2 9'-5f4' 14'-615' 2'-2' 14'-SW 5'-OIh' 5'-8W 6'-31h" Z SOIL BEARING: ASSUMED 1,500"PSF MAXIMUM LAUNDRY 2640 SINGLE-HUNG 10.0 tu 24'-0" 22'-O" 12'-0" n' 20. MINIMUM EXHAUST FAN SIZES REQUIRED TO COMPLY WITH THE WASHINGTON SUM OF VERTICAL FENESTRATION AREA AND UA 219.94 2,64 U_ STATE VENTILATION t INDOOR AIR QUALITY(VIAQ)CODE ARE AS FOLLOWS: VERTICAL FENESTRATION AREA WEIGHTED U.UA/AREA 0,012 58-0 Qtu KITCHEN: 100 CFM RANGE HOOD FLOOR I LAN 0Y LAUNDRY: 50 CFM(80 CFM RECOMMENDED) EXEMPT SWINGING DOOR(24 SQUARE FEET MAXIMUM) m BATHROOMS: SO CFM(80 CFM RECOMMENDED) ••EXEMPT GLAZED FENESTRATION(15 S,F,MAX.) NOTE:ALL FANS ON 20-MINUTE TIMER TYPICAL. WHOLE-HOUSE EXHAUST FAN •••SIZES SHOWN ARE FEET/INCHES(EXAMPLE:2040•2'-O"x4'-O") SCALE: I/4" - I'-0" 1,820 S,F, (IF REQ'D--VERIFY W/HVAC CONTRACTOR)TO HAVE A SONE RATING OF 1.5 TABLES R402.1.1 AND R402.1.3 COMBINED - SEAM SCHEDULE OR LESS i BE WIRED TO A TIMER OR DEFIUMIDISTAT. VERIFY PROPER 7 1/ 1 I CLIMATE ZONES 5 AND MARINE 4 604 S.F. GARAGE INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN CEILING. OVERHEAD GLAZING (SKYLIGHTS) R-VALUE U-FACTOR BEAM" SIZE 4 TYPE REMARKS IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR SKYLIGHT LOCATION SIZE AREA UA FENESTRATION ---- 0.30 FEET OF THE AIR HANDLING UNIT. UNDERCUT INTERIOR DOORS TO ALLOW KITCHEN 2040 8.0 0.50 4x6 HF"2 ©ZO/9 AIR MOVEMENT, SEE ELECTRICAL PLAN ON SHEET T FOR LOCATIONS OF SKYLIGHT ---- 0,50 AccuPcaN CUSTOM KITCHEN 2040 6.0 0,50 CEILING 49 0,026 EXHAUST FANS(VERIFY EXH.FANS TERMINATE AT EXTERIOR OF BUILDING, su/t_crw�OEsr�N TYPICAL) WOOD FRAME WALL 21 INT, 01056 z 4x8 DF-L"2 SUM OF OVERHEAD GLAZING AREA AND UA I6,0 1,00 MASS WALL R-VALUE 21/21 01056 ��g DRAWN BY 21. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS(CALCULATED OVERHEAD GLAZING AREA WEIGHTED U.UA/AREA 0,0625 FLOOR 30 0,029 w z 3 4x10 DF-L"2 BJ ®1/300th OF ATTIC AREA): BELOW GRADE WALL 10/15/21 INT.TB 0.042 - DATE MINIMUM REQUIRED: 1,303.10 SQ.IN. TOTAL SUM OF FENESTRATION AREA AND UA 235.94 3.64 SLAB R-VALUE 4 DEPTH 10,2 FT. 4 4x12 DF-L"2 AUGUST 21,2019 ACTUAL PROVIDED: 1,3%,84 SQ.IN, FOR HEATING SYSTEM SIZING CALCULATIONS) JOB NUMBER VENTED BLOCKING: 603,20 SQ,IN.(64 s 9,425 SQ,IN.EACH) 5 6.5 DF-L•2 1912 2"CONT.SOFFIT VENT: 140.6$0.IN.(16 L/F"8.8 50.IN.PLF) DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. � 3 I/8"xl2"GLB 24F-V4 DF/DF 23'-9"TOTAL LENGTH, RIDGE VENT: 651.84 SQ.IN,l84 L/F®1,16 SQ.IN.PLF MAX.) SNIFFY 22. (NOTE-2 1/2"ON SWEET PLWD.OR 1/I6"MUM SHEATHING ONE SIDE OF WALL PER IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO ..34"CAMBER RECOMMENDED NOTE"2 ON SHEET 6(VERIFY MINIMUM SHEATHED WALL LENGTH W/BRACED STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE WALL PLAN 4 CALCULATIONS ON SHT.6) 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR 23, SEE SHEET l FOR SIMPLE HEATING SYSTEM SIZE PER 2015 WSEC CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 4 1 OF EIGHT SHEETS REVISIONS BY ROOF FRAMING NOTES: ---SEE NOTE"12 D5o - DS I. ENGINEERED TRUSSES®24"O.C.,SPAN 34'-0",24"TAILS(PLUMB-CUT DIMENSION TYPJ w I'-4 3/16' 2. ENG'D TRUSS o ROOF OFFSET,SPAN 34'-0",24"TAIL m EAST END ONLY Z D5 DS 3. ENG'D TRUSS a ROOF OFFSET,SPAN 46'-0",24"TAILS - -—-—-—- -—-—-J--—-—-—-—-—-—- SEE NOTE»14 Q 4. ENG'D TRUSSES®24"O.C.,SPAN 46'-0",24"TAILS(SEE PROFILE THIS SHEET) - 5. ENG'D TRUSS®24"O.C.,SPAN 46'-0",24"TAILS I I 15 I I I 15 I I I I I I I I I 6. ENG'D GIRDER TRUSS,SPAN 46'-0",NO TAILS _ _ ____ WI 1. ENG'D TRUSSES a 24"O.C.,SPAN 24'-0",16 3/16"TAILS _____---_ __________/�I I I I I I I I I I II ICI I I I I N 8. ENG'D TRUSSES®24"O.C.,SPAN 24'-0',16 3/16' TAIL ONE END W ONLY —S. ENG'D TRUSSES+24"O.C.,SPAN 24'-0",16 3/16"TAIL ONE END ONLY(HANG FROM GIRDER t+, I I 2—I C—ON TRUSS"6) /, —11—SOFIF—Y—EN B—EL W —1I —dI II be —1 — 'w 10. ENGINEERED TRUSS SET(FOR OVERFRAMING--VERIFY W/TRUSS ENG'R AND/OR MFR.)® p ? I , ('n Z 24"O.C.ABOVE ENG'D TRUSSES BELOW _ Z d-------_—`W)--_--_—_�~—_—_—_/�•I_ _ I I - '' W II. 2x6COLLAR TIE TO CONNECT 2x4 RAFTERS(INSTALL ABV.TRUSSES BELOW,POST UP TO 2x6HIP RAFTERS Z iO Lu 2x4 mCK-SID OF BAG FOR LOOKOUT ATTACHMENT. USE 2x4 LOOKOUTS o 48"O.C.12. L22JO WV' SKttLI I I I I I ; O MAX.,EXTEND BACK TO FIRST TRUSS BEYOND WALL LINE(2x6 TOP CHORD RECOMMEN- __ - �_ _ _ I 1 ' r^ DED FOR GABLE TRUSS TYP) / O ' 13, EXTEND BARGE BOARD PAST FASCIA 5"TO COVER END OF GUTTER TYPICAL -—_—-—_ _—-—_ _—„_ SE I NOTE I I I I I I I I I I z II I I I RIDGE LINE I \ h a 14, FRAME VALLEY®OVERHANG W/2x4 RAFTER TYPICAL - ------- -----� �f � � G GNEERI5. TRUSS ANGERS, --_I AND/OR MANUFACTURER. PLAN SHOWN IS DESIGNER'S CONCEPT ONLY. VERIFY ANY yOCHANGES TO THIS PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER ------ MU EPVEIFY ATTIC VENTILATION REQUIREMENTS W/NOTE [CEL�G B4W16. L_ L_ L 2x4 ABv. + a Q U om RAFTER SPANS 24" O.C. W ; 0 250 FSF LIVE LOAD, 350 FSF TOTAL LOAD Y " v I I I' GEE NOTE»a s NOTE'»1 r^ y=m RAFTER ROOF PITCH IN 12 ul O >U SIZE 3 4 5 6 1 5 9 10 11 12 Z 2x4 HF»2 5'4" —_—_—N , LL3jH 2x6 14F»2 5'-4" 5'_3" ------ I I I I I I I I I I I I I I + 2x8 DF-L"2 II'-3" II'2" II'I" II'O" 10'II" 10'10" 10 9" 10'8" 2.10 DF-L"2 13'9" 13'-8" 13'1" 13'-6" 13'-5" 13'4" 13'2" 13' " 13'0" L 15'2x12 DF-L»2 15'-10" I5'-9" 15'-8" -1" 15'-6" I5'-a" I5'-3" 15'-I I" I5'-O" WIuJ _z 1'-43/16" —_ —_—_—_—_—_—_ I I I I I I I I I I IIN p U 3 -—-—-—-—-—-— 0 5I i I5I I IU- " Z D5 U iF .n v SEE NOTE"12 S W V SEE NOTE"13 0 O 4„ N U-1 � — BEARING WALLS ROOF FRAMING PLAN w Z 0 PARTITION WALLS z r BEAM SCALE: 1/4" = I'-O" N Q to I/4"x 6° O 4 CEDAR 4x4 LAG SCREW m CEDAR 2x6 V FACE OF PANEL nj SIDING(SINGLE- 12 Z U- _ - WALL) SKYLIGHT WELL PROFILE Q4 � I/4"x 4" m LAG SCREW i 12 I m 4 11 3 I/2" @ I/2° I I/2" BEARING WALL BEARING WALL ©2079 ACCUPLAN CUSTOM 61/LO/1G 0-1.1 KNEE—BRACE DETAIL 8 3" 3'-9" DRAWN BY SCALE: 3/4" = I'-0" 2'-0" b.-O.. 3z'-o" 5'-0" z'-o" DATE 46'O" AUGUST 21,2019 JOB NUMBER 912 TRUSS 04 PROFILE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET SCALE: 1/4" a I'-O" IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, $TATE AND FEDERAL BUILDING CODES, DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-51TE OF EIGHT SHEETS REVISIONS BY WIND CALCULATIONS: IRC TABLE R&02,10,3(2) FOOTNOTES Q Q Q Q AUGUST 29,2019 BJ 24--0" 20--0" 14'-0" NUMBERED WALL LINES LETTERED WALL LINES 22'-10" 21'-2" 4'-0" 6'-0" EXPOSURE CATEGORY 1.0 1.0 ROOF EAVE-TO-RIDGE HEIGHT 1.0 1.0 d o N I 2,200"(MIN.)CAPACITY TENSION STRAP I Y D I I WALL HEIGHT .90 .90 HEADER TO CRIPPLE STUD BELOW NUMBER OF BRACED WALL LINES 1.60 1,45 I cs-PF -(ab"HIGH OPENING) CS-PF g WIND FACTOR TOTAL 1.60 1.45 3 I/8"x12"GLB DF/DF HEADER 23'-9"LONG L S O LL , 1 �- -•-----_------------ 1 I I,800"IMINJ CAP'Y UPLIFT DEVICE BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) DBL.STUDS TO PDN.BELOW CS-WSP (60"HIGH OPNG.) CS-WSP I - W BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS Q ro TOTAL BRACING ACTUAL BRACED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/HOLD- INDICATOR TABLE R602.10.4 SPACING R602.10.M) TOTAL TOTAL DOWNS LENGTH REQ'D WALL PROVIDED 1 CS-WSP 25'-O" 3,15, 1.60 N/A N/A 6.00' 16.00' \ O m W 2 CS-WSP/PF 24'-0" 3.60' 1.60 N/A N/A 5,16, 13,83, IL) 3 Q `Q N m UL 1 `Y y W 1,800"(MIN.)CAPACITY r O 3 41 GB 25'-O" 1.15' 1.60 N/A N/A 12.40' 16,54' Q 3 N = Y 1 UPLIFT DEVICE DOUBLE ~ 1 W STUDS TO FDN.BELOW Y 0 - - 1 O WSP 24'-0" 4,10' 1.60 N/A N/A 6.56' 10,33, m u NOTE: I II / II 1,800"(MIN.)CAPACITY 0- 4 O R DESIGN WALL HEIGHT FOR BRACED _ (84"HIG�.I WALL CALCULATIONS:8'TYPICAL II 11 _ _II UPLIFT DEVICE DOUBLE U J i 1 �9 WSP OPNG.J STUDS TO FRAMING/ Z m El ; 'w l9 O rj' CS-wSP/PF 25'-O" 3,15, 1.60 N/A N/A 6.00' am, - O u FOUNDATION BELOW 0 W 1 y M A CS-WSP 22'-10" 3,43' 1,45 N/A N/A 4.91' 38.50' 9-219 4'-2" O 12'-3" 6'-2" 3'-41*z" • U m O • B WSP/GB 22'-10" 1,21' 1.45 N/A N/A 10.46' 26.33' Q -------' '-_ IL ---r --- -' --- C WSP/GB 21'-2" 6.19' 1.45 N/A N/A 9.85' 16.83' - In I m I wsP y D CS-WSP 14'-0" 2.10' 1.45 N/A N/A 3.05' M 1 O o E 4'-0" r4 W U SEISMIC CALCULATIONS: IRC TABLE R&02,103(4) N GB ADJUSTMENTS ro u d a 1 O a c GB GB STORY HEIGHT 1.0 Q GBL LU o j _______ CE_ILIN_G �I W _2WALL DEAD LOAD 1.0 \ �n II _ 10'CEILING _-_-_-_T_- - -- _- -_� II (TRUSS STEPPED UP) I \p ROOF/CEILING DEAD LOAD 1.0 (LL v D STONE/MASONRY IN SDC DQ D2 N/A ----- CRIPPLE WALL N/A ------- I u O W m _ SEISMIC FACTOR TOTAL 1.0 3 I F 0 I I 1 II BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L.SPACING SEISMIC FACTOR BRACED WALL ACTUAL _" ' I ■" WALL LINE METHOD: LINE(B.W.L.) RATIO TABLE FACTOR:RATIO TOTAL REQD(AFTER BRACED WALL ,F,F;■ INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.10.V() TABLE R602.10.3(4) (ADJUSTMENT) ADJUSTMENTS) PROVIDED CS-WSP (60"HIGH OPNG.) CS-WSP O I CS-WSP 24'-0" 5.28' 1.0 1.0 5,25, 16.00' p _ ------------- �---- - ----- - -E-2 CS-WSP/PF 35'-2" 1,14' 1.0 1.0 1.14' 13,83, II z W 3 GB 22'-101/2" 9.15' 1.0 1.0 9.15' 16,54' 4 WSP 35'4" 8.19' LO LO a.19' 10.33, _ 4x12 -L"2 LICIR. I O 3 CS-P_ l84"HIGH OPNG.J CS-W i Z 5 CS-WSP/PF 58'-0" 12,16, 1.0 1.0 12,16, 13.15' w I,a00"(MIN.)CAPACITY O m 3 UPLIFT DEVICE 4x6 POST Q ~ A CS-WSP 54--0" 11.88' 1.0 1.0 11.88' 38,50, Z_ U TO FDN.BELOW I W 1,000"(MIN.)CAPACITY I N .if m N TENSION STRAP HEADER LU i� V B WSP/GB 54--0" 21.60' 1.0 1.0 21.60' 26.33' Q 1'_2�.0 B TO CRIPPLE STUD BELOW I Q Q z O C WSP/GB 42'-0" 16.80' 1.0 LO 16.80' 16.a3' -- -------- -- --------__�______________r= tu4 D CS-WSP 38'-0" 8,36' I.O I.O 8.36' 21.11' I 0 CS-WSP C5-W5P l60"HIGH OPNG.) CS-WS , t 5RACED WALL NOTES: } 1. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: 3'-93a" 2'-O" 814" 6'-0" 4'-6" I 2'-5" 14'-2" 5'-5" 2'-814" 6'-0" 3'-314" nO' CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE 14--0" 22'-0" 12'-C" IL OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE V CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS,OTHER THAN 22'-10" 21'-2" 14'-O" Z THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING lu Sa'O.. 777 wn' 2. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: u- METHOD CS-WSP: INSTALL MINIMUM 3/6"WOOD STRUCTURAL PANEL W/6d COMMON NAILS s 6"SPACING PANEL EDGES AND 12"SPACING FIELD BRACED WALL PLAN lu 3. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: SCALE: 1/4" 1'-0" METHOD GB: INSTALL I/2"GYPSUM WALLBOARD W/NAILS OR SCREWS a 1"SPACING Al PANEL EDGES INCLUDING TOP d BOTTOM PLATES: FOR ALL BRACED WALL PANEL LOCATIONS,EXTERIOR SHEATHING NAIL OR SCREW SIZE,SEE TABLE R602.3(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE,SEE TABLE R-T02.3,5 METHOD WSP: INSTALL MIN.3/8"WOOD STRUCTURAL PANEL W/6d COMMON NAILS®6"SPACING PANEL EDGES AND 12"SPACING FIELD 4. PER IRC SECTION R6 CU 02.10.6.4 CS-PF:CONTINUOUSLY SHEATHED PORTAL FRAME: © 19 ACPLAN CUSTOM CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.10.6.4 AND 6U/LO/NG OE8/GN TABLE R602.10.6.4 DRAWN BY 5. PER IRC FIGURE R602.10.8(U WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING(CEN- BJ TERED)CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, NAIL BOTTOM PLATE TO EACH BLOCK BELOW w/(3)16d NAILS. IF FLOOR DATE ABOVE NAIL EACH BLOCK W/SO NAILS TOENAILED®6"O.C.TO DOUBLE PLATE BELOW(MAXIMUM SPACING) AUGUST 21,2019 JOB NUMBER 6. PER IRC FIGURE R602.10.8(2)WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT.TO SINGLE FLOOR JOIST 11312 CENTERED BELOW(OR PONY WALL a CRAWLSPACE)W/16d NAIL®5"O.G.MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG.®IS"O.G. <NAIL BOTTOM PLATE TO BLKG.W/(3)I6d EA.BLOCK. NAIL BLOCK TO FLOOR JOISTS W/(2)16d EA.END. IF FLOOR ABV.NAIL PLR.JST. DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SHEET (CENTERED)TO DBL,TOP PLATE W/8d NAILS s 6"O.C.ALONG BRACED WALL LINE. IF BLKG.ABV.NAIL EA.BLOCK TO TOP PLT.W/ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO (3)8d NAILS 4 NAIL BLKG.TO JSTS.W/(2)16d NAILS EA.END STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 1. PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS(a'WALL): 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, (=64"OPENING: 24"MINIMUM PANEL WIDTH STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 84"OPNG.: 35"MIN.PANEL WIDTH OF EIGHT SHEETS REVISIONS BY AUGUST 29,2019 BJ W3036 W3036 W3036 W3036 ^R, W 1842 W 2142 OCTOBER Il,20le BJ UC 3084x24 BS 36 v SPACE Be 30 SPACE FOR W<D BELOW BD3 30 „`g1 BBG 48 lU B 12 OCTOBER 23,2019 BJ FOR DW U m FILLER FILLER �----- -----� LAUNDRY ------------------- o \ 3 \ I v 3 I )I I \ 1 vS 42 v5 36 VD3 IS VS 36 W I� Om I I O 1 I GFN4P l - B12 ----- r Q mp BATH 02 BATH •I / \ \ i ®CEILING rnn m CABINET CALLOUT LEGEND: B=BASE CABINET BBC=BASE BLIND CORNER CABINET(BLIND LEFT OR RIGHT INDICATED) r^ O O BCT=BASE COOKTOP �. _ V 5 D4=BASE CABINET W/4 DRAWERS cBff r--• - -/ _ / I 2 M BS=BASE SINK m O r DW - OC•OVEN CABINET a W m $ x UC•UTILITY CABINETVD3=VANITY BASE W/3 DRAWERS 4mV5=VANITY SINK FILLERW•WALL CABINET .48"TYPICAL W �'WBCWALL BLIND CORNER(BLIND LEFT OR RIGHT) a GARAGE >EXAMPLES: GAS ON-DEMAND WATER O y,HANGING KITCHEN J I VAC } FIXTURE ;M W 3036 HEATER(VERIFY ELECT. �{� L7\ I� p� W B5D I SEEN T •20 W W•WALL CABINET,30•30 INCHES WIDE,36•36 INCHES HIGH REQUIREMENTS W/MFR.) y 3 Q O IF p SHEET 4 YP, t a BD3 18 p YO Q VEXH_F,BD=BASE GABINEi W/3 DRAWERS,18=IS INCHES WIDE LECTr O UC 3024x96 CABINET FUR l a 5 UC•UTILITY CABINET,30"WIDE,24"DEEP,96"HIGH CABINET PLANS `�' I W O I M I I I J�2 O V p- 6 O_ SCALE: 1/2" • I'-Oo U.1 D 8'CEILING l =d NOTE: TOP OF ALL UPPER CABINETS TO BE'36"ABOVE FINISH FLOOR -�- <D 10'CEILING �Sd� rn (VERIFY W/OWNER). VERIFY HEIGHT OF VANITY CABINETS W/ i" - 4 I r ", I o3 V OWNER AND/OR BUILDER. VERIFY ACTUAL SIZES 4 CALL-OUT _. SPECIFICATIONS PER CABINET MAKER CHOSEN BY OWNER AND/ SEE NOTE'20 SHEET 4 _-/�� - 1 TYPICAL EXHAUST FANS OR BUILDER, VERIFY LOCATIONS OF ALL REQ'D BACK PANELS, \ICl/ END PANELS AND FILLERS I --- I NCO �W I I� W N SAFETY % \ 11 NOTE: ----- + ------- COVER ��-- \ LENS ���/ � VERIFY FLOOR OUTLET l _ � II LOCATIONS TYPES(IF ANY) I I ' (F) LSD �-THIS ROOM W/OWNER Sim le Heatin S stem Size:Washin ton State \ Th' h ti Ste -p cal t b tl th P -t R m tih 2015 W h' t St t E Cod (WSECI M ACCA SD \ �' Man=•J d S ThisI Iato ll t h f 1 d nl ACCA r ced f r s zinp cool'np systems should be used to determine wolino \ ___ \ \_ul \ IoaaS. gg Uj Please fin out all of the green drop d—and boxes that are applicable to your prolea.As you make selections in the drop-down5 for each section. NOTE: values will be calculated for you,If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension VERIFY ELECT,REQ'MENTS ¢ ) \ / \ t- - - - - - - - - - - - � O Program at(360)966-2042 for assistance. ABV.MANTEL(VERIFY FOR JETTED TUB W/MFR. / SPECS. \ HANGING \ HGT.W/OWNER) z P. mn,mawn contaammrm_ " I �- ¢-- lobN1912ChaseaesMence 1ohn,r.Pure Co ortructonarWaemodelin ills FIXTURE \ o 4raue-srsem. sa�v,mo iBELOW) _II \I / NOTE: LL Q Heating,System Type, / "I ---- e� r dr,adm ct ro.eaca secbon,pawyou nmea ,nsnuarons' VERIFY ELECTRICAL REQUIREMENTS U_ 3 ' �i Dilation Temuerature r M ANY)FOR LPG FIREPLACE W/ - ----- --- - - -_ Desgn Temperature Difference(AT) 47 I I __�' _____ MANUFACTURER SPECIFICATIONS U O •••..••• __. _:.,moo.pa 4aan•m o,m,«ro•:ieo r•� � I Area of Building NOTE: 1 o SOFFIT LU Conditioned Floor Area I SWITCH TOP-HALF ✓♦F Conditioned Floor Area(eq fl) t,820 IC W z I OUTLET ONLY TYPICAL I II Q Avarega Glling Height coldiftim Sul Volume I ^= Average Ceiling Height(e) 9.5 15.452 ------------ ------------ Glazing andDoors UDX Area = UA u ---------- ---®-------- Y ^awcuoas ..: 0.240 52,79 r s j U�Fzctor X Area UA - - - - - - - - - - - - - is:tro�uoa. 0,50 78 8.00 LU y tu Il�tion U-Faelor % Area = UA O 7 > is:wmons 0.026 1,520 47.32 f� Q t S1=11talbr or Joist Vaulted Ceilings U-Fac rea tor X A UA /O inav�crionz flo selection O - Iy Aboverade Walls rs«Fra"re+r �ra�-■ U-Factor X Area L �cr,on,G UA 0.0% 10cle ELECTRICAL PLAN Ul Floors U-Factor X Area UA �d D z 0029 t.Bzo 52.7e SCALE: I/4" = I'O" z U_ L BNow Grant Well8 n«rm.re+r U-Factor X Area UA selection O -- m Slab Below Gratle X Length UA NOTE: " - No selection - EXCEPT FOR EXHAUST FANS,SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS FIXTURE Slab on Gratlpv«a,a., F.Facwr X Lengtn uA LOCATIONS ARE DESIGNER'S SUGGESTION ONLY(VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ No selection - OWNER AND/OR BUILDER), EXHAUST FAN SIZES/LOCATIONS PER NOTE-20 ON SHEET 4, EXHAUST FANS TO COMPLY W/THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE ©2C 1 9 Location of Ducts (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONE5 a 0.1 INCHES WATER GAUGE. EXHAUST FANS ACCUPLAN CUSTOM Duet Leakage GoetBeient TO BE VENTED TO OUTSIDE AIR TYPICAL. VERIFY ANY ADDITIONAL LIGHTING,A/V OR COMPUTER 6U/LO/NG OE8/GN .� 1.10 WIRING REQUIREMENTS W/OWNER AND/OR BUILDER DRAWN BY Sum of UA 261.07 B Envelope Heat Load 12,270 Btu I Hour DATE Figure t. - AIr,Le•akatp Heat Load 7.843 Btu I Hour AUGUST , Building Design Heat Load 20.114 Btu I Hour JOB NUMBER �.,—•e"wro•can r.ou Building and Duct Heal Load 22.125 Btu I Hour SHEET _ wrw s=mwedu,e.uam=.x,.m DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. " "od-1—m�+.wta.+x+ IT 15 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO 01 MsAmum Heat Equipment output 27.656 Btu I Hour STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE ewn,y.,..o�rwu.,.x,.zsro.xw,,,rsF= 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR to rour/i CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY AUGUST 29,2019 BJ W3036 W3036 W3036 W3036 ^R, W 1842 W 2142 OCTOBER 11,2019 BJ UC 3084x24 BS 36 v SPACE Be 30 SPACE FOR W<D BELOW BD3 30 ,`gq BBG 48 lU B 12 OCTOBER 23,2019 BJ FOR DW m OCTOBER 29,2019 BJ 3 _____ FILLER FILLER - -—-—- LAUNDRY o \ m ________________________ 3 I I \ I v F�= I 3 I (I I � I t vS 42 v5 36 VD3 IS VS 36 W I� r Om I I O1 1 GFN4P t - r Q mp B12 ----- BATH 02 BATH •I / \ \r i ®CEILING nn 41 CABINET CALLOUT LEGEND: B=BASE CABINET BBC=BASE BLIND CORNER CABINET(BLIND LEFT OR RIGHT INDICATED) r^ O O BCT=BASE COOKTOP �. _ V 5 D4=BASE CABINET W/4 DRAWERS mff r--• " - -/ _ / I 2 M BS=BASE SINK m (3 _ I h r DW OC•OVEN CABINET a W UC•UTILITY CABINET VD3=VANITY BASE W/3 DRAWERS 4 m V5=VANITY SINK `D FILLER W•WALL CABINET .48"TYPICAL W I �' \ y WBC•WALL BLIND CORNER(BLIND LEFT OR RIGHT) ra GARAGE I > F J EXAMPLES: GAS ON-DEMAND WATER VAC a y,HANGING !L) KITCHEN J I } FIXTURE ;M W 3036 HEATER(VERIFY ELECT. �{� L7\ I� p� W B5D I SEEN T •20 W W•WALL CABINET,30•30 INCHES WIDE,36•36 INCHES HIGH REQUIREMENTS W/MFR.) y 3 Q O IF p SHEET 4 YP. a BD3 18 p YO Q VEXH_F,BD=BASE GABINEi W/3 DRAWERS,18=IS INCHES WIDE LECT. OUG 3024x96 /'� }� f FUR aUC•UTILITY CABINET,30"WIDE,24"DEEP,96"HIGH CABINET I—LJ"tNS `' WQ - OSCALE: 1/2" • V-OD II I l 8'CEILING t =d NOTE: TOP OF ALL UPPER CABINETS TO BE'36"ABOVE FINISH FLOOR +- <D 10'CEILING �Sd� rr^n (VERIFY W/OWNER). VERIFY HEIGHT OF VANITY CABINET$W/ i" - II v I p I I v, I m V OWNER AND/OR BUILDER. VERIFY ACTUAL SIZES 4 CALL-OUT _. SPECIFICATIONS PER CABINET MAKER CHOSEN BY OWNER AND/ SEE NOTE"20 SHEET 4 __/ - \ TYPICAL EXHAUST FANS OR BUILDER. VERIFY LOCATIONS OF ALL REQ'D BACK PANELS, \ICl/ END PANELS AND FILLERS I --- I NCO �W I I� W N SAFETY % 1 11 NOTE: ----- + ------- COVER ��-- LENS ���/ � VERIFY FLOOR OUTLET t - LSD \ II \ LOCATIONS TYPES(IF ANY) I I F) -�S ROOM W/OWNER Slm le Heatin S stem Size:Washington State :�_ ?Ly 11 Th'h 0 f I l t -b sad Ii P ths,R i f the2015 W h' t St t E Cod fW5EC1 M ACCA Manuals n S.This calculator will lac heatin a onl.ACCA rw,edures for Wn co li m hauld be used to dBt rmi cook y II loads. a till \ LSD Please fill out all or the green dropyo,if and boxes that are applicable to your,,t ed.As you make selections in the a WSUwns for each section. _ Progvalues vnll be calculated for you.Ir you do not see the selection you need in the dropdmm options,please call ea WSU Energy Extension �_ ram at(360)956-2042 for a.,tanca. NOTE: � � U Z P.o mrom+aron Conrad mrormamn VERIFY ELECT.REQ'MENTS ¢ `\ \ / \ - - - - - - /oe atm2 Coosa ae:manse 1oMJ,Hama comeadlon a+M kemoder FOR JETTED TUB W/MFR. ABV.MANTEL(VERIFY ~ (3sow2s3sn SPECS. " � �- I HANGING HGT,W/OWNER) � z 4 AXTURE HeatinD ro see dera;led s+wa,w.or=r„r,,.noero...,r owmo-w=r«m l BELOW)wuro NOTE: Design VERIFY ELECTRICAL REQUIREMENTS -.-_- Desron rernparatura Dmerenoe UT) 47 (IF ANY) tL -V3^'FOR LPG FIREPLACE W/ U_ Area of Buildinp I ___ - ____ MANUFACTURER SPECIFICATIONS Lu O Conditioned Floor Area Conditioned Floor Area(so ft) NOTE: SOFFIT z1,820 ge Ceiling Height Condition Volume l Average 1 9 LU Ln Average Ceiling Height(ft) 8.5 15.452 SWITCH TOP-HALF OF ... z OUTLET ONLY TYPICAL Glazing and Doors U-Factor X Area = UA Q l ______ _ - II - 0 280 � 61.58 � l __ _ Skyll,� U-Factor X Area UA Y 0.50 i8 800 Insulation U-Factor X Area = UA Q ncwmm�s •. - 0018 4]32 1,820 . - - - - - - A"' - - - - - - - - - - - - - - - - - N Qtu z SI!,.Baiter or Joist Vaufted Cellings U-Factor X Aral UA - O(� Ai Grade Walls U-Factor X Area UA O a�V�• TT Floors U-Factor X Area 11 U 0025 B20 45.50 ELECTRICAL PLAN =_ lu Below Grade Wan U.rm x+w-n -Factor X Am VA a� No selection 0 - SCALE: 1/4" = 1'-0" z U_ F Slab Below Grade r,re F,=+.e ri F•Feetor X Length UA tu as No selectign O -- _ m Slab on Grade p- F-Factor,X� UA No sdlacnon NOTE: --- EXCEPT FOR EXHAUST FANS,SMOKE DETECTOR$AND CARBON MONOXIDE DETECTORS FIXTURE Location of Ducts, LOCATIONS ARE DESIGNER'S SUGGESTION ONLY(VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ yu ---- Duct Leakage Coereclem OWNER AND/OR BUILDER), EXHAUST FAN SIZES 4 LOCATIONS PER NOTE-20 ON SHEET 4, EXHAUST 1.0 FANS TO COMPLY W/THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE ©ZOI9 Sum of UA 262.59 (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5$ONE$a 0.1 INCHES WATER GAUGE. EXHAUST PANS ACCUPLAN CUSTOM Enwlopa Heat Load 12.342 81e1 Hour TO BE VENTED TO OUTSIDE AIR TYPICAL. VERIFY ANY ADDITIONAL LIGHTING,A/V OR COMPUTER 6U/LO/NG OEB/GN Fioure 1. wmw".x,r WIRING REQUIREMENTS W/OWNER AND/OR BUILDER At,Leakage Hest Load ].843 BIu I Hour vw��ex osxarx o+e DRAWN BY Building Dealt,ign Load 20,185 St.l Hour BJ re D TEaWwlss BUalldiedue d 2203 BtIHo AUGUST 21,2019 „�w,o••a,o. s aa,u�,a wox +.+a JOB NUMBER WXimum Heat Equlphmum Oulpm 27.754 ew..r 11312 - autinp em ow near t oa x+eo ro.Faroe=v Fumw earxy am du nxr iossx+zs ro.nssra.,,.n DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. SWEET roxrovm IT 18 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO01 STARTING CONSTRUCTION, ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF EIGHT SHEETS REVISIONS BY 12 A �6 12 I2 SIMILAR A SIMILAR 6� '�' �4 C )ROOM PORCH BATH »I CORR. PANTRY 7 OFFICE BAj*2 ��� BEDR C 0 r Li NO BUILDING SECTION ; W y SCALE: 1/4" = I'-0" BUILDING SECTION BUILDING SECTION_ Q SCALE: 1/4" I'-O" SCALE: 1/4" = I'-0" It's �1� !w LAMINATED COMPOSITION ROOFING r ZV� 2 �1i LAMINATED COMPOSITION ROOFING (VERIFY TYPE t COLOR W/OWNER) (VERIFY TYPE t COLOR W/OWNER) \ h 30"BUILDING PAPER 30"BUILDING PAPER O C ro �rn 1/2"CDX PLYWOOD OR 1/16"OSB J Q Q 1/2"CDX PLYWOOD OR 1/16"OSB SHEATHING(VERIFY W/BUILDER) SHEATHING(VERIFY W/BUILDER) �4 W ENGINEERED TRUSSES m 24"O.C. ENGINEERED TRUSSES s 24"O.C. PER I2 4 I� B B SIMILAR i M C °o E BAFFLE FOR I"MINIMUM AIR ELEVS. SIMPSON HI(OR EQ.)EACH TRUSS SPACE ABOVE INSULATION 2x SCREENED/VENTED BLOCKING O N SIMPSON HI(OR EQ.)EACH TRUSS (MATCH TAIL DEPTH) 2x SCREENED/VENTED BLOCKING (MATCH TAIL DEPTH) — O ; G ' a 5/4x6 5152E CEDAR 5/4x6 SIS2E CEDAR OR PRIMED SPRUCE SOFFIT MATERIAL PER OR PRIMED SPRUCE R-4S BATT INSUL. ' CEILING TYPICAL FASCIA W/5"CONT. _ OWNER AND/OR BUILDER FASCIA W/5"CONT. METAL GUTTER(PER (VERIFY TYPE) tLUVING - DINING PORCHMETAL GUTTER(PER I/2"HIGH-DENSITY OR 5/5" ELEVATIONS)ELEVATIONS) Ix8 SIS2E CEDAR TRIMV OTYPE-X GWB CLG.(USE �2x12®BOTTOM OF BEAM bx5 DF-L"2 BEAM TYP. HSIM, ONLY 5/5' TYPE-X G . a _ 2 GARAGE CEILING)TYP. 2x4 TRIM+TOP OF POST 2x STUD WALL PER PLAN,GENERAL 6x6 POST BEYOND(WRAP t NOTES t DETAIL'G'THIS SHEET (2)2x6 TOP PLATE(LAP 3/4"MDF PANEL(TAPER) TRIM PER ELEVATION NOTE) SPLICES 45"MIN.TYP,) ° - r n` TRUSS/WALL DETAIL n TRUSS/BEAM DETAIL 7 SCALE: 3/4" = I'-0" SCALE: 3/4" = 1'-0" BUILDING SECTION o SCALE: 1/4" = I'-0" ~ 2x STUDS(PER PLAN) _z Ix2 CEDAR BATTENS o ®16"O.G.TYP. 4x HEADER 2"RIGID INSUL. 16"O.C.(PRIME W/OIL- (PER PLAN) (R-10 MINIMUM) 4x4 HF"2 2x4 2x(MATCH WALL CAULK EDGES OF N (n R-21 BATT INSULATION P.T.2x5 PLATE RIPPED IL WINDOW FRAME BASED PRIMER IF PAINT THICKNESS) WINDOW FRAME O 3 TO BE APPLIED) ®CONDITIONED AREAS 2x6 TO 6"(SEE NOTE"2 ON (VERIFY INSUL.OPTION 1 12 SHT.2 FOR DETAILS) U- GARAGE W/OWNER) SLOPE SILL 2x6 STUD WALL PER R-30 BATT INSUL,FLOOR TYP, Z VI6"BLANK PANEL SIDING DETAIL'C'THIS SHEET 3/4"TaG PLYWOOD(GLUE Itu (VERIFY TYPE W/BUILDER) VAPOR RETARDER IF 2x6 EXTERIOR 2x4 EXTERIOR INTERIOR PARTITION SAW-CUT DRIP 1/2" t NAIL TO -JSTS.TYP.) PERM RATED PAINT FROM OUTER EDGE 2xIO BAND W/1/2"CHAMFER z NOT USED (INSULATED,BEARING) (BEARING) (NON-BEARING) W OF 2"BILL a TOP EDGE TYPICAL TYYEK OR EQUAL 9 1/2"IJOISTS PER MAIN Q O z 1/2"GWB TYPICAL FLOOR FRAMING PLAN ON NOTE: MINIMUM STANDARD SIZE UNLESS OTHERWISE NOTED. 6"MIN. ° ° SHEET 3 VERIFY MFR.t N FINISH GRADE MODEL W/BUILDER) DO NOT USE HEARTWOOD BEAM WITH 4x DEPTH WINDOW SILL DETAIL TOP-BEARING HANGER TYP.EACH 4x6 HF"2 FLOOR BEAM(TYP.) 0 LLl e I-J5T.(VERIFY TYPE W/BUILDER) v SCALE: 3/4' 1'-O' L ry` POST TO BEAM CONNECTORtu n }PANEL SIDING DETAIL D STANDARD HEADER DETAIL F 6"CONC.FDN.(PER a I° POST SIZE<SPACING PER PER FOUNDATION NOTES N Q V SCALE: tu 3/4" = I'-O" SCALE: 3/4" = 1'-O" llL ? FDN.PLAN t NOTES) ° IyI FDN.PLAN a r° 6-MIL.CLASS-1 VAPOR SO"BLDG,PAPER TYP, Q RETARDER(VERIFY W/BLDR.) (UNLESS P.T.POST USED) O 0 IL INSULATION OPTIONALtu (VERIFY W/OWNER) P.T.2.6 PLATE PROTECT WOOD FRAMING®CONC.POUR 4"DIA.PERFORATED SIMPSON A23(OR EQ.) n' (ANCHOR PER W/G.I.FLASHING OR RUBBER MEMBRANE PIPE IN FREE-DRAINING CONC.FOOTING(SIZE NAILED BOTH SIDES TO W_ 2x4 STUD-FRAMED WALL PER NOTE"I ON SHT.2J (VERIFY W/BUILDER) GRAVEL BASE IF REQ'D t REINFRCEMENT O PER POST t FOOTING(IRC FLOOR PLANS,GENERAL NOTES (SEE NOTE"3 ON SHT.2) FOUNDATION NOTES) SECTION R401.3) lu t DETAIL'C'THIS SHEET 4"CONC,SLAB CONC.PATIO/ENTRY PER FDN.PLAN SLAB PER FOUNDATION SLOPE 1/4"PLF(MIN.) m Ix4 FILLER ABV.P.T.PLT. PLAN t NOTES FLOOR/FOUNDATION DETAIL 9 I/2"I-JOISTS PER MAIN FLOOR FRAMING PLAN ON SCALE: 3/4° • 1'-0" 6"MIN. ° FINISH GRADE p. c 6-MIL VAPOR '" o SHEET 3(VERIFY MFR.e --°=���.0 o°e° >l�o MODEL W/BUILDER) RETARDER ON a °° NOTE: ©2079 L COMPACTED 12"MIN. ° ' 6" o P.T.2x8 PLATE RIPPED AccuPCAN CUSTOM CONC.FOUNDATION PER L P Ic STRUGT.FILL o, d o Z FDN.PLAN t NOTES ON SHT.2 a�q a, TON.NOTE"2 ON SHT.2)6"(ANCHOR PER, sur°crw�aEsr�N I FD THESE DETAILS REPRESENT GENERAL CONSTRUCTION PRACTICES. VERIFY ANY CHANGES TO DETAILS MADE BY L COMPACTED STRUCTURAL FILL ° DRAWN BY P THE BUILDER OR BY OTHERS IF SAID CHANGES RESULT IN A BETTER WAY TO ACCOMPLISH THE INTENDED RESULT BJ p ° 6"CONC.FDN.(PER FDN.PLAN) OF THE DETAIL. DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS d DETAILS. IT IS THE DATE 16"xT' CONC.FTG. ° '�a J— "4 REBAR 8"LONG TO TIE THICKENED SLAB ° (PER FDN.PLAN) I6"xl' GONG.FTG,(PER FDN.PLAN) AUGUST 21,2019 TO FOUNDATION s 24"O.C.TYPICAL BUILDER'S RESPONSIBILITY TO VERIFY ALL MATERIAL AND PLAN DIMENSIONS PRIOR TO STARTING CONSTRUCTION. 4"DIA,PERFORATED 00 0 a °' JOB NUMBER PIPE IN FREE-DRAINING 4"DIA.PERF,PIPE IN FREE-DRAINING '— ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE 11312 GRAVEL BASE IF REQ'D GRAVEL BASE IF REQb(SEE NOTE"3 LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR ANY CHANGES MADE TO THE SWEET (SEE NOTE"3 ON SHT,2) ON SHT.2) PLANS OR DETAILS BY OTHERS OR BY THE BUILDER ON-SITE GARAGE DETAIL EXTERIOR SLAB DETAIL G SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" OF EIGHT SHEETS REVISION$ BY 12 OCTOBER 11,2015 B �6 12 A SIMILAR A y� q �4 OCTOBER 29,2019 BJ SIMILAR G C j-2 �� GARAGE PORGI I BATH »I D CORR. PANTRY OFFICE BAT BEDROOM K2 w Li r BUILDING SECTION SCALE: 1/4" = I'-0" G BUILDING SECTION BUILDING SECTION_ � Q O SCALE: 114" I'-O" SCALE: 1/4" = I'-0" J �1� !w LAMINATED COMPOSITION ROOFING r ZV� 2 �1i LAMINATED COMPOSITION ROOFING (VERIFY TYPE t COLOR W/OWNER) (VERIFY TYPE<COLOR W/OWNER) 30"BUILDING PAPER O C ro 30"BUILDING PAPER �rn I/2"CDX PLYWOOD OR 1/16"OSB J Q Q 1/2"CDX PLYWOOD OR 1/16"OSB SHEATHING(VERIFY W/BUILDER) SHEATHING(VERIFY W/BUILDER) �4 W ENGINEERED TRUSSES m 24"O.C. ENGINEERED TRUSSES s 24"O.C. PER I2 4 I� B B SIMILAR i M C °o E BAFFLE FOR I"MINIMUM AIR ELEVS. SIMPSON HI(OR EQ.)EACH TRUSS SPACE ABOVE INSULATION 2x SCREENED/VENTED BLOCKING O N SIMPSON HI(OR EQ.)EACH TRUSS (MATCH TAIL DEPTH) ; ?�o. 2x SCREENED/VENTED BLOCKING (MATCH TAIL DEPTH) — O ; G ' a 5/4xb S152E CEDAR 5/4x6 9162E CEDAR OR PRIMED SPRUCE SOFFIT MATERIAL PER OR PRIMED SPRUCE R-49 BATT INSUL. ' CEILING TYPICAL FASCIA W/5"CONT. _ OWNER AND/OR BUILDER p FASCIA W/5"CONT. METAL GUTTER(PER (VERIFY TYPE) PORCH LIVING — � DINING PORCH C >g METAL GUTTER(PER I/2"HIGH-DENSITY OR 5/8" ELEVATIONS) ELEVATIONS) Ix8 6182E CEDAR TRIM V O TYP GWB CLG.(USE F �S N 2x12®BOTTOM OF BEAM bx8 DF-L"2 BEAM TYP. H _ SIM, ONLY 5/8' TYPE-X GWB a _ 2 GARAGE CEILING)TYP. 2x4 TRIM+TOP OF POST 2x STUD WALL PER PLAN,GENERAL 6x6 POST BEYOND(WRAP t _____ - ___---- NOTES tDETAIL'G'THIS SHEET (2)2x6 TOP PLATE(LAP 3/4"MDF PANEL(TAPER) TRIM PER ELEVATION NOTE) .41 SPLICES 48"MIN.TYP,) ° - r n` TRUSS/WALL DETAIL n TRUSS/BEAM DETAIL SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-0" BUILDING SECTION o SCALE: 1/4" = I'-0" ~ 2x STUDS(PER PLAN) _z Ix2 CEDAR BATTENS o ®16"O.G.TYP. 4x HEADER 2"RIGID INSUL. 16"O.C.(PRIME W/OIL- (PER PLAN) (R-10 MINIMUM) 4x4 HF"2 2x4 2x(MATCH WALL CAULK EDGES OF N (n R-21 BATT INSULATION P.T.2x8 PLATE RIPPED IL WINDOW FRAME BASED PRIMER IF PAINT THICKNESS) WINDOW FRAME O 3 TO BE APPLIED) ®CONDITIONED AREAS 2x6 TO 6"(SEE NOTE"2 ON (VERIFY INSUL.OPTION 1 12 SHT.2 FOR DETAILS) U- GARAGE W/OWNER) SLOPE SILL 2x6 STUD WALL PER R-38 BATT INSUL.FLOOR TYP. Z VI6"BLANK PANEL SIDING DETAIL'C'THIS SHEET 3/4"TaG PLYWOOD(GLUE Itu (VERIFY TYPE W/BUILDER) VAPOR RETARDER IF 2x6 EXTERIOR 2x4 EXTERIOR INTERIOR PARTITION SAW-CUT DRIP 1/2" t NAIL TO I-JSTS.TYP.) z A' O PERM RATED PAINT FROM OUTER EDGE 2xIO BAND W/1/2"CHAMFER z NOT USED (INSULATED,BEARING) (BEARING) (NON-BEARING) OF 2"BILL a TOP EDGE TYPICAL W TYVEK OR EQUAL 9 I/2"IJOISTS PER MAIN Q O z 1/2"GWB TYPICAL FLOOR FRAMING PLAN ON NOTE: MINIMUM STANDARD SIZE UNLESS OTHERWISE NOTED. 6"MIN. ° ° SHEET 3!VERIFY R) t N FINISH GRADE MODEL W/BUILDER) DO NOT USE HEARTWOOD BEAM WITH 4x DEPTH WINDOW SILL DETAIL TOP-BEARING HANGER TYP.EACH 4x6 HF"2 FLOOR BEAM(TYP.) 0 e I-J5T.(VERIFY TYPE W/BUILDER) v SCALE: 3/4' 1'-O' L ry` POST TO BEAM CONNECTOR to n }PANEL SIDING DETAIL D STANDARD I--IEADEi� DETAIL F 6"CONC.FDN.(PER D I° POST SIZE<SPACING PER PER FOUNDATION NOTES N Q tu V SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" llL ? FDN.PLAN t NOTES) ° IyI FDN.PLAN a r° 6-MIL.CLASS-1 VAPOR 90"BLDG,PAPER TYP, Q RETARDER(VERIFY W/BLDR.) (UNLESS P.T.POST USED) O 0 IL .�.a a. 'e .�p' z INSULATION OPTIONAL tu (VERIFY W/OWNER) PROTECT WOOD FRAMING®CONC,POUR 4"DIA.PERFORATED 6MPSON A23(OR EQ,) n' P.T.2x6 PLATE W/G.I.FLASHING OR RUBBER MEMBRANE PIPE IN FREE-DRAINING CONC.FOOTING(SIZE NAILED BOTH SIDES TO IL 2x6 STUD-FRAMED WALL PER (ANCHOR PER (VERIFY W/BUILDER) GRAVEL BASE IF REQ'D t REINFORCEMENT PER POST t FOOTING(IRC z U_ FLOOR PLANS,GENERAL NOTES NOTE"I ON SHT.2J (SEE NOTE"3 ON SHT,2) FOUNDATION NOTES) SECTION R401.3) t DETAIL'C'THIS SHEET .}l� 4"CONC,SLAB CONC.PATIO/ENTRY v Ix6 OR 3/4"PLWD,FILLER PER FON.PLAN SLAB PER FOUNDATION SLOPE 1/4"PLF(MIN.) m IV,P.T.PLATE PLAN t NOTES FLOOR/FOUNDATION DETAIL a �a �a �a . . 9 I/2"I-JOISTS PER MAIN p° FLOOR FRAMING PLAN ON SCALE: 3/4° • 1'-O" 6"MIN. FINISH GRADE p. p 6-MIL VAPOR '" p MODEL 3(VERIFY R) e --°=���.0 oe e° >l�o MODEL W/BUILDER) RETARDER ON a °° NOTE: ©2079 L COMPACTED 12"MIN. ° ' 6"CONC.FOUNDATION PER o P.T.2x8 PLATE RIPPED AccuPCAN CUSTOM L P Ip STRUGT.FILL o, d p Z FDN.PLAN t NOTES ON SHT.2 a�q a, TO 6"(ANCHOR PER, sur°crw.OE m I THESE DETAILS REPRESENT GENERAL CONSTRUCTION PRACTICES. VERIFY ANY CHANGES TO DETAILS MADE BY L COMPACTED STRUCTURAL FILL FDN.NOTE"2 ON SHT.2J° DRAWN BY P THE BUILDER OR BY OTHERS IF SAID CHANGES RESULT IN A BETTER WAY TO ACCOMPLISH THE INTENDED RESULT BJ p ° 6"CONC.FDN.(PER FDN.PLAN) OF THE DETAIL. DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS d DETAILS. IT IS THE DATE 16"xl' CONC.FTG. "4 REBAR 8"LONG TO TIE THICKENED SLAB ��L4 (PER FDN.PLAN) "xl' GONG.FTG,(PER FDN.PLAN) AUGUST 21,2019 TO FOUNDATION s 24"O.C.TYPICAL BUILDERS RESPONSIBILITY TO VERIFY ALL MATERIAL AND PLAN pIM£NSIONS PRIOR TO STARTING CONSTRUCTION.4"DIA.PERFORATED 00 0 ° JOB NUMBER PIPE IN FREE-DRAINING 4"DIA.PERF.PIPE IN FREE-DRAINING � ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE 1912 GRAVEL BASE N WT,2) GRAVEL BASE IF REQb(SEE NOTE"3��� "'' LOCAL, STATE AND FEDERAL BUILDING CODES. DESIGNER NOT RESPONSIBLE FOR ANY CHANGES MADE TO THE (SEE NOTE"3 ON SHT.2J ON SHT.2) �� PLANS OR DETAILS BY OTHERS OR BY THE BUILDER ON-SITE GARAGE DETAIL EXTERIOR SLAB DETAIL SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" OF EIGHT SHEETS ACCOUNT NUMBER CUSTOMER NAME City of Arlington 105890.01 Sam Mehelich 1 238 N. Olympic Ave. I Arlington,WA 98223 360.403.3421 SERVICE ADDRESS MAILING DATE 314 FRENCH N 08/01/19 Previous Reading Current Reading Total Consumption FROM BILLING PERIOD TO DUE DATE AMOUNT DUE i93766 93785 1 19 07/01/2019 07/02/19 08/20/19 124.19- Would you like to receive updates on events and CHARGES AMOUNT recreation activities in Arlington? Subscribe to our Previous Balance 124.19 monthly recreation e-newsletter. Send your email Payments 256.39 CR address to:recreation@arlingtonwa.gov-Like us on Facebookl Facebook.comlarlintonwa Adjustments .00 Water Base 2.07 Water Usage .00 Sewer 4.53 600 — Stormwater .44 500 Ambulance Utility Fee .97 400 300 200 100 0 Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Current Charges 8.01 MAKE CHECKS PAYABLE TO CITY OF ARLINGTON TOTAL DUE 124.19 CR KEEP THIS PORTION FOR YOUR RECORDS PLEASE RETURN THIS PORTION WITH YOUR PAYMENT MAILING DATE ACCOUNT NUMBER City of Arlington 08/01/19 105890.01 238 N.Olympic Ave. Service Address: DUE DATE AMOUNT DUE Arlington,WA 98223 314 FRENCH N 360.403.3421 08/20/19 124.19- AMOUNT This stub ensures that your payment is processed accurately. ENCLOSED Please Make Check Payable To Name Below: Sam Mehelich 3531 280th St NW CITY OF ARLINGTON Stanwood WA 98292 238 N. OLYMPIC AVE ARLINGTON WA 98223-1337 Permit#: 2876 Permit Date: 10/29/19 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Chase Applicant Name: Mike Yarrow Applicant Address: 224 Stewart Rd, #130 Applicant, City, State, Zip: Mount Vernon,WA 98273 Contact: Mike Yarrow Phone: 360-661-7174 Email: mike@piazzaconst.com Scope of Work: New SFR Valuation: 382000.00 Square Feet: 2424 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 12/31/2019 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GCGC 00529900400600 314 N FRENCH AVE INVESTMENTS Residence Single Family -Detached LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# John Piazza Jr. 224 Stewart Rd, CONSTRUCTION Labor and Construction& Mike Yarrow 360-661-7174 #130 CONTRACTOR Industries JOHNPPJ895RM Remodeling Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/04/2020 R20.SFR/DUPLEX Sheetrock 05/04/2020 Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/29/2019 RESIDENTIAL SINGLE BUILDING FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $2,466.72 Building Permit Table 4-1 $3,794.96 Forced Air Heat fee per Btu $25.00 Heat Pump/Heat Exchangers $25.00 Mechanical Fee(Enter Fixture Fee) 2 @$25.00 Ea. $50.00 Mechanical Base Permit Fee $25.00 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 13 @$12 ea. $156.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Traffic Mitigation-SF Single Family $3,355.00 Water Heater(Tank) $25.00 Gas Piping/Units Enter#of units $10.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Park-Community SF Single Family ($1,662.00) Park-Mini SF Single Family ($484.00) Traffic Mitigation-SF Single Family ($3,355.00) Total $6,640.68 Attached Letters Date Letter Description 10/29/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/31/2019 John Piazza Jr.Construction Check#13185 Kristin Foster $6,640.68 and Remodeling,Inc Outstanding Balance $0.00 Notes Date Note Created By: 12/06/2019 Provided R-260 and R-280 in permit packet. Kristin Foster 11/27/2019 Impact fees are credited for the existing SFR. Kristin Foster Need to add street trees,repair any broken or non-ADA sidewalk.Remove driveway drop and 11/27/2019 replace with full curb,sidewalk,and planter strip. Kristin Foster Paved access. 11/27/2019 Credit will be given for water&sewer connection fees to current home.A side sewer inspection Kristin Foster fee will be required,LT 11/13/2019 School Impact Fee required to be paid prior to issuance. Kristin Foster Uploaded Files Date File Name 09/22/2021 9740777-2876 Inspection-subfloor framing,pdf 09/22/2021 9740778-2876 Inspection-concrete flooring and setback.pdf 09/22/2021 9740779-2876 Inspection-concrete footing and setback.pdf 09/22/2021 9740780-2876 Inspection-foundation.pdf 09/22/2021 9740781-2876 Inspection-Framing(2).pdf 09/22/2021 9740782-2876 Inspection-framing,pdf 09/22/2021 9740783-2876 Inspection-gas line.pdf 09/22/2021 9740784-2876 Inspection-Insulation.pdf 09/22/2021 9740785-2876 Inspection-mechanical rough in.pdf 09/22/2021 9740772-2876 Inspection-rough plumbing.pdf 09/22/2021 9740773-2876 Inspection-SFR Final.pdf 09/22/2021 9740774-2876 Inspection-shearwall(2),pdf 09/22/2021 9740775-2876 Inspection-Shearwall.pdf 09/22/2021 9740776-2876 Inspection-storm.pdf 05/05/2020 6615061-2876 5.4.2020 IC.pdf 12/31/2019 6037659-2876 Issued Permit.pdf 10/29/2019 5820321-Chase Sheet 4 Floor Plan,Notes R102319.pdf 10/29/2019 5820322-Chase Sheet 5 Roof Framing Plan R082919.pdf 10/29/2019 5820323-Chase Sheet 6 BWP&Calculations R082919.pdf 10/29/2019 5820324-Chase Sheet 7 Electrical Plan,Cabinets R102319.pdf 10/29/2019 5820325-Chase 8.5xI I Site Plan R082919.pdf 10/29/2019 5820326-Chase SFR Agplication.pdf 10/29/2019 5820327-Chase Sheet 1 Site Plan,Elevations R101519.pdf 10/29/2019 5820317-Chase Sheet 2 Foundation Plan,Notes R082919.pdf 10/29/2019 5820318-Chase Sheet 3 Floor Framing Plan,Notes R082919.pdf 10/29/2019 5820319-Chase-City Of Arlignton Water bill.pdf 10/29/2019 5820320-Chase Sheet 8 Sections,Details 082719.pdf sLejd6ulplinga}e)m�e�}}aaq 'ProO>j jj#4 t n�aC-1 : a_ n, �r y as � � �Y aer� r�• 7arrwdv ar• aas� �ea�ts a,�CRN 1�a 1m �N f f l m `�4V a1 y ✓�b` t- r�l u; � Vill' ElNaV R �l R, At or,1 ,74, w. amp *y I Ir 4 lu u FR NGN AvF_NUE _ Q ll y U ( 3 U u !Y k w r � p IK N I`5i:& W�595b.`_.o-- —'F \ �' Z Q X u� N z `); ���--VVV' �1 Iii I � li O ) p.� O a1 - - z y' z n y d 1 - 1 1. } U ° r °�1 U-i IL X Y in� AID S�iy V O tY .� f�!'tll O O' O �R - Q wZ Q= 6 ` - 1 Q W ) Il 1 .I 1 p 0¢ n 0.¢ I ¢ , .� t� 1 t p •'1 t a Q, Q �� ) a- ¢ �- W lti p �) Y it oa) ' iri m R(�,' .�� �1 1 - U u� mw� Q zgCS omr t + L. 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