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Home My WebLink AboutJ_ModificationSubmittal_912N37St_210326_v1.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Modification.doc 02/2017 M SUBMITTAL REQUIREMENTS MODIFICATION Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7294 | www.rentonwa.gov PURPOSE: A modification is a means by which an applicant may request to modify a Code requirement when there are practical difficulties involved in carrying any of the provisions of the regulations when a special individual reason makes the strict letter of the Code impractical. FREE CONSULTATION MEETING: Prior to submitting an application, the applicant should informally discuss the proposed development with the Planning Division. The Planning Division will provide assistance and detailed information on the City’s requirements and standards. Applicants may also take this opportunity to request the waiver of the City’s typical application submittal requirements, which may not be applicable to the specific proposal. For further information on this meeting, see the instruction sheet entitled “Submittal Requirements: Pre-Application.” APPLICATION SCREENING: Applicants are required to bring in a CD or USB portable (flash/hard) drive (or other device or pathway as approved by your assigned project manager) with one PDF file of the application package for informal review by staff, prior to scheduling an intake meeting. Please allow approximately 45 minutes for application screening. COMPLETE APPLICATION REQUIRED: In order to accept your application, each of the numbered items must be submitted at the same time. If you have received a prior written waiver of a submittal item(s) during a pre-application meeting, please provide the waiver form in lieu of any submittal item not provided. APPLICATION SUBMITTAL HOURS: Applications should be submitted to Development Services staff at the 6th floor counter of Renton City Hall, 1055 South Grady Way, between 8:00 a.m. and 4:00 p.m. Monday through Friday. Please call your assigned project manager to schedule an appointment or call 425-430-7294 to reach the Planning Division. Due to the screening time required, applications delivered by messenger cannot be accepted. All Plans and Attachments are subject to Electronic File Standards APPLICATION MATERIALS: 1. Pre-Application Meeting Summary: If the application was reviewed at a “pre-application meeting.” 2 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Modification.doc 02/2017 2. Waiver Form: If you received a waiver form during or after a “pre-application meeting.” 3. Land Use Permit Master Application Form: The application must have notarized signatures of ALL current property owners listed on the Title Report. If the property owner is a corporation, the authorized representative must attach proof of signing authority on behalf of the corporation. The legal description of the property must be attached to the application form. 4. Fees: The application must be accompanied by the required application fee (see Fee Schedule). Please call 425-430-7294 to verify the exact amount required. Checks should be made out to the City of Renton and cannot be accepted for over the total fee amount. Credit cards may also be used to pay required application fees. Fees are paid at Cashier on the 1st Floor City Hall. 5. Project Narrative: Please provide a clear and concise description and summary of the proposed project including the specific code sections being modified. 6. Justification for the Modification Request: Please provide a written justification for the modification request. The Burden of proof as to the appropriateness of the application lies with the applicant. Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific reason makes the strict letter of this Code impractical, that the intent and purpose of the governing land use designation of the Comprehensive Plan is met and that the modification is in conformity with the intent and purpose of this Code, and that such modification. Please submit a written statement addressing and justifying how the modification request complies with each of the following issues to be considered by the Administrator: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; c. Will not be injurious to other property(ies) in the vicinity; d. Conforms to the intent and purpose of the Code; e. Can be shown to be justified and required for the use and situation intended; and f. Will not create adverse impacts to other property(ies) in the vicinity. 7. Neighborhood Detail Map: Please provide a map drawn at a scale of 1" = 100' or 1" = 200' (or other scale approved by the Planning Division) to be used to identify the site location on public notices and to review compatibility with surrounding land uses. The map shall 3 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Modification.doc 02/2017 identify the subject site with a much darker perimeter line than surrounding properties and include at least two cross streets in all directions showing the location of the subject site relative to property boundaries of surrounding parcels. The map shall also show: the property's lot lines, lot lines of surrounding properties, boundaries of the City of Renton (if applicable), north arrow (oriented to the top of the plan sheet), graphic scale used for the map, and City of Renton (not King County) street names for all streets shown. Please ensure all information fits on a single map sheet. Kroll Map Company (206-448-6277) produces maps that may serve this purpose or you may use the King County Assessor’s maps as a base for the Neighborhood Detail Map. Additional information (i.e. current city street names) will need to be added by the applicant. 8. Site Plan: Please provide a fully-dimensioned plan sheet drawn at a scale of 1"=20' (or other scale approved by the Planning Division). We prefer the site plan be drawn on one sheet of paper unless the size of the site requires several plan sheets to be used. If you are using more than a single plan sheet, please indicate connecting points on each sheet. The Site Plan should show the following:  Name of proposed project;  Date, scale, and north arrow (oriented to the top of the paper/plan sheet);  Drawing of the subject property with all property lines dimensioned and names of adjacent streets;  For projecting signs, location of all existing public improvements including, but not limited to, curbs, gutters, sidewalks, median islands, street trees, fire hydrants, utility poles, etc., along the full property frontage;  Location and dimensions of existing (to remain) and proposed: 1. Signs, including setbacks from all lot lines 2. Lot lines  Location and dimensions of all easements referenced in the title report with the recording number and type of easement (e.g. access, sewer, etc.) indicated; and  For projects near the Cedar River, ordinary high water mark and distance to closest area of work for any project located within 200-feet of the river. 9. Architectural Elevations: Please provide for each building and each building face (N, S, E, & W) a 24” x 36” fully-dimensioned architectural elevation plan drawn at a scale of 1/4” = 1’ or 1/8” = 1’ (or other size or scale approved by the Planning Division). The plans must clearly indicate the information required by the “Permits” section of the currently adopted International Building Code (IBC) and RCW 19.27 (State Building Code Act, Statewide amendments), including, but not limited to the following:  Identify sign/building elevations by street name (when applicable) and orientation i.e. Burnett Ave. (west) elevation;  Existing and proposed ground elevations;  Existing average grade level underneath proposed structure;  Height of existing and proposed structures showing finished roof top elevations based upon site elevations for proposed structures and any existing/abutting 4 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Modification.doc 02/2017 structures; and  Sign materials, colors and architectural design. All Plans and Attachments are subject to Electronic File Standards REVIEW PROCESS: The Administrator will review your request for modification and issue a written decision within several weeks. A public hearing is not required unless there is an appeal filed. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Planning Division 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 www.rentonwa.gov *By completing the email address field the owner/applicant/contact person is opting to receive all formal notifications and project documents in digital format via email unless otherwise requested. LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: PROJECT OR DEVELOPMENT NAME: ADDRESS: PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: STATE: ZIP: PHONE NUMBER: KING COUNTY ASSESSOR’S ACCOUNT NUMBER(S): EMAIL ADDRESS*: I prefer to receive all correspondence via US Mail. APPLICANT (if other than owner)EXISTING LAND USE(S): NAME: PROPOSED LAND USE(S): COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) CITY: STATE: ZIP: EXISTING ZONING: PHONE NUMBER: PROPOSED ZONING (if applicable): EMAIL ADDRESS*: I prefer to receive all correspondence via US Mail. SITE AREA (in square feet): CONTACT PERSON SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: NAME: SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: COMPANY (if applicable): PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) CITY: STATE: ZIP: NUMBER OF NEW DWELLING UNITS (if applicable): PHONE NUMBER NUMBER OF EXISTING DWELLING UNITS (if applicable): EMAIL ADDRESS*: I prefer to receive all correspondence via US Mail. PROJECT VALUE: DATE: 12/23/2020 TO: Dept of Community and Economic Development City of Renton 1055 South Grady Way, 6th Floor Renton, WA 98057 FROM: Marc Pudists, P.E. SUBJECT: Modification Request for Roadway/Drainage Improvements PROJECT: A New Residence at 912 N 37th St MC Job No: BYLI0001 CC: [mailing members] _____________________________________________________________________________________ Project Narrative This project will construct a new single-family residence. Secondary site improvements will include the construction of onsite concrete retaining walls, a private driveway, patio, drainage improvements, and landscaping improvements. Currently, the lot is vacant without any buildings present onsite. Justification for Modification Request It is our intent to impact the existing right-of-way within N. 37th street as little as possible while replacing the existing driveway approach to allow for better site access and to comply with current ADA standards. In previous correspondence from the City, frontage improvements requirements were described as follows: “The project fronts N 37th Street along the south property line. North 37th Street is classified as a Residential Access street. Existing right-of-way (ROW) width is 25 feet, however, the established roadway section is not centered along the ROW centerline. To meet the City’s complete street standards for Residential Access streets, minimum ROW is 53 feet. Per City code 4-6-060, half street improvements shall be required and include a pavement width of 26 feet, a 0.5-foot curb, and 8- foot planting strip, a 5-foot sidewalk, street trees and storm drainage improvements. However, the City will support efforts to retain the existing frontage along N 37th Street under the following condition: the curb and sidewalk must meet current ADA and City standards. A modification request will be required to be submitted to the City.” - Roadway and Drainage Improvement Determination Results, dated 12/2/2020 Modification Request for Roadway/Drainage Improvements Page 2of 3 A New Residence at 912 N 37th St | 12/23/2020 We therefore request a modification to forego half-street improvements (as stated above) and to only provide the following frontage improvements: a new driveway to comply with current ADA standards and to accommodate the new site grading design; and replacement sidewalk, curb and gutter in the location of the old driveway approach. Each of the following written statements has been addressed: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; The proposed improvements are in keeping with the Comprehensive Plan land use designation and the Community Design Element. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgement. The proposed improvements are in keeping with the objectives of the City Code requirements and are designed upon sound engineering judgement with regard to safety, function, appearance, environmental protection and maintainability. c. Will not be injurious to other property(ies) in the vicinity; The proposed improvements will not have a negative impact on adjacent properties. The location of the new driveway approach will be situated as to not conflict with the neighboring property driveway approach to the west. d. Conforms to the intent and purpose of the Code; The proposed improvements conform to the intent and purpose of the Code. The new driveway approach, along with replacement sidewalk, curb and gutter will abide by current City standards. e. Can be shown to be justified and required for the use and situation intended; The current alignment, width and functionality of the street and sidewalk improvements will be preserved. This is justifiable as attempting to accommodate a wider street section would create adverse impacts on the adjacent properties that are already developed. f. Will not create adverse impacts to other property(ies) in the vicinity By keeping the current roadway alignment and section as it currently exists, no adverse impacts will be incurred by the other properties in the vicinity. Modification Request for Roadway/Drainage Improvements Page 3of 3 A New Residence at 912 N 37th St | 12/23/2020 Thank you for attention on these matters and we look forward to your reply. Sincerely Marc Pudists, Attachments/Enclosures: 1. Neighborhood Detail Map 2. Site Plan 3. Roadway/Drainage Improvement Determination Results (12/2/2020) LOT 6 30.00CASE MON 50.00CASE MON120.00MIC 37148.60PK 37245.88FD MIC NORTH N 37TH STLAKE WASH. BLVD. DS DS DS DS 10+00 11+00 12+00 12+17.28 64 64 63 6 968 676 6 5958 57 61 6 2 60 63 65 66 67 68 69 62 6160 60575655545352515049EX. EX.61626364656662 5859727170696867666564636261605958575655545352PRIVATE ACCESS DRIVE LAKE WASHINGTON BLVD N.50-FT (MINIMUM)VEGETATIVE FLOWPATH.PROVIDE SHALLOW SWATE AT A MINIMUM SLOPE OF 1% TO ENSUREPOSITIVE DRAINAGEAWAY FROM BUILDING STA: 10+00.00, 0.00 Northing: 194353.19Easting: 1301207.51 STA: 12+17.28, 0.00Northing: 194348.32Easting: 1301424.74 STA: 10+99.53OFF: 7.69' L STA: 11+34.82OFF: 7.65' L 12.00' 15.00' 6.00' PERFORATED STUB-OUT PER CITYOF RENTON BMP C.2.11.A (SEEDETAIL 1 ON THIS SHEET) PERFORATED STUB-OUT PER CITYOF RENTON BMP C.2.11.A (SEEDETAIL 1 ON THIS SHEET) REMOVE EXISTING DRIVEWAY APPROACH AND REPLACE WITHNEW DRIVEWAY PER CITY OF RENTON STD PLAN 104.1 REMOVE EXISTING DRIVEWAY AND REPLACE WITH NEW CEMENTCONCRETE SIDEWALK, TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 102 AND 101, RESPECTIVELY ME 63.18± ME 63.14± (TC) LONGITUDINAL HMA PATCH CL. 1/2" PG64-22. THE THICKNESS SHALL BE THAT OFTHE EXISTING PAVEMENT SECTION ANDNOT LESS THAN 4". PROVIDE FULL-DEPTHSAWCUT OF EXISTING PAVEMENT FORCLEAN MATCHLINE. KC P N: 88996 0 00 6 020.00'BSBL7.50'BSBL 7.50'BSBL 20.00'BSBLCIVIL SITE PLAN LEGEND PROPERTY BOUNDARY BUILDING FOOTPRINT BUILDING OVERHANG RETAINING WALL VEGETATED FLOWPATH CONCRETE DRIVEWAY CONCRETE SIDEWALK LANDSCAPING PATIO PAVERS PERFORATED GRAVEL TRENCH EXISTING CONCRETE PAVEMENT EXISTING HMA PAVEMENT ONSITE STORM DRAINS YARD DRAINS\CB1\SDCO PROJECT NO. DRAWN BY: DESIGNED BY:DATENO.REVISION DESCRIPTIONCKBYSUBMITTAL DATE: SHEET NO.Save Date: Plot Date: 12/23/2020 11:33 AM12/23/2020 12:53 PMBy: KyleMurphyP:\B\BYLI0001\0400CAD\Sheets\Final\SITE PLAN.dwgKyle MurphyBy: File:CHECKED BY: 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PHONE: 253.319.1504 VERT. DATUM: HORZ. DATUM: REFERENCE NO. THE SW 1/4 OF THE NW 1/4 OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W.M. PERMIT SET BYLI0001 C1.0 X OF 1 RENTON, WA12/23/20A NEW RESIDENCE AT 912 N. 37TH ST.BYLINGTON DEVELOPMENTSITE PLAN912 N. 37TH STREET NAD83 NAVD88 KYLE M. KYLE M. MARC P. NORTH Know what's below. before you dig.Call R 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE CITYOF RENTON PUBLIC WORKS FOR REVIEW AND OBTAIN APPROVEDPLAN PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY.2.CONTRACTOR SHALL VERIFY THE LOCATIONS OF UNDERGROUNDUTILITIES PRIOR TO ANY EXCAVATION. DEPTHS TO GRAVITY PIPECONNECTIONS SHOULD BE POT HOLED. NOTIFY THE ENGINEER IFELEVATIONS DIFFER FROM THE PLANS.3.ALL WORKMANSHIP AND MATERIALS SHALL FOLLOW THE WSDOTSTANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPALCONSTRUCTION, DATED 2020, UNLESS SUPERSEDED BY A CITYSTANDARD, THIS PLAN SET, OR AN ORDER OF THE ENGINEER OROWNER.4.ALL EARTHWORK SHALL BE PERFORMED ACCORDING TO THERECOMMENDATIONS CONTAINED IN THE PROJECT SPECIFICGEOTECHNICAL REPORT BY MATERIALS TESTING AND CONSULTING,INC., DATED DECEMBER 1ST, 2020. GENERAL NOTES SCALE: NTS PERFORATED STUB-OUT CONNECTION1 285.0 285.0 MATCH EXISTING FINISH GRADE TOP OF CURB BOTTOM OF CURB FLOWLINE FLUSH CURB ME 282.4± FG 282.00 TC 282.00 BC 282.00 FL 282.00 FC 282.00 GRADING LEGEND 286.0 286.0 FG MAJOR CONTOUR FG MINOR CONTOUR EG MAJOR CONTOUR EG MINOR CONTOUR DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 3 | Published: 2/1/2018 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Website: rentonwa.gov ROADWAY/DRAINAGE IMPROVEMENT DETERMINATION RESULTS Published : 2/1/2018 Project Address/Location: _____________________________ Parcel #(s): ________________________________ Determination results are based on the information provided by the Applicant. Deviations from the submitted information may require that a new Determination Request form be submitted and result in additional requirements. ROADWAY IMPROVEMENTS Street Name(s): __________________________ Roadway Classification(s): ___________________________ NO Right of Way Dedication and NO Street Frontage Improvements Required as the project falls within RMC 4-6-060 Street Standards exemption criteria. Right of Way Dedication and/or Street Frontage Improvements Required per RMC 4-6-060. Fee-in-Lieu Allowed for Street Frontage Improvements (see City Fee Schedule for $/LF of frontage) Modified Right of Way Dedication and/or Street Frontage Improvements Recommended. Fee-in-Lieu Allowed for Street Frontage Improvements (see City Fee Schedule for $/LF of frontage) 912 N 37th St 8899600060 N 37th St Residential Access 4 The project fronts N 37th St along the south property line. N 37th St is classified as a Residential Access street. Existing right-of-way (ROW) width is 25 feet however the established roadway section is not centered along the ROW centerline. To meet the City's complete street standards for Residential Access streets, minimum ROW is 53 feet. Per City code 4-6-060, half street improvements shall be required and include a pavement width of 26 feet, a 0.5-foot curb, an 8-foot planting strip, a 5-foot sidewalk, street trees and storm drainage improvements. However, the City will support efforts to retain the existing frontage along N 37th Street under the following condition: the curb and sidewalk must meet current ADA and City standards. A modification request will be required to be submitted to the City. ROADWAY/DRAINAGE IMPROVEMENT DETERMINATION RESULTS (CONT’D) Page 2 of 3 | Published: 2/1/2018 Project Address/Location: _____________________________ Parcel #(s): _________________________________ Determination results are based on the information provided by the Applicant. Deviations from the submitted information may require that a new Determination Request form be submitted and result in additional requirements. STORM DRAINAGE REVIEW TYPE (See City of Renton Surface Water Design Manual Figure 1.1.2.A for Reference) Basic Drainage Evaluation (Less than 2,000 Square Feet of New or Replaced Impervious Surface) Simplified Drainage Review (Renton Surface Water Design Manual, Appendix C) Targeted Drainage Review due to ____________________________________________________ Directed Drainage Review ANTICIPATED SUBMITTAL ITEMS Required Waived All Checklists/Studies/Reports Required Unless Waived by City Staff _____ Civil Construction Permit Application _____ Residential Drainage Application _____ Deed of Dedication _____ Real Estate Excise Tax Affidavit (REETA) – (See Example REETA Form) _____ Modification Application and Supporting Documents _____ Fee-in-Lieu of Street Improvements Application _____ Soils Report (See Renton Surface Water Design Manual Appendix C, Section C.1.3) _____ Written Drainage Assessment (See Example Simplified Drainage Review) _____ Storm Drainage Covenant (See Example Storm Drainage Covenant) RESULT PROVIDED BY: Determination expires six (6) months following the date of the Determination Results provided that City codes have not changed within this period that would affect this determination. A new Determination Request will need to be submitted following this expiration. The applicant is cautioned that information contained in this summary is preliminary and non-binding and may be subject to modification and/or concurrence by official City decision-makers. RESOURCES Definitions Renton Surface Water Design Manual (RSWDM) City of Renton Standard Details City of Renton Forms Electronic File Standards 4 912 N 37th St 8899600060 4 4 4 4 4 4 4 4 4 DEVELOPMENT ENGINEERING Nathan Janders 12/02/2020 The parcel is zoned R-6 which has a maximum impervious coverage of 55% per RMC 4-2-110A, or 2,912 SF on the 5,295 SF lot. information provided by applicant indicates new + replaced impervious surface as 3,062 SF for the project. verify the impervious surface on the lot does not exceed the maximum allowable impervious surface by zoning. 4 4 landslide hazard Note: This handout shall not be used as a substitute for codes and regulations. The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. ROADWAY/DRAINAGE IMPROVEMENT DETERMINATION RESULTS (CONT’D) Page 3 of 3 | Published: 2/1/2018 Project Address/Location: _____________________________ Parcel #(s): _________________________________ Determination results are based on the information provided by the Applicant. Deviations from the submitted information may require that a new Determination Request form be submitted and result in additional requirements. INFORMATION PROVIDED BY APPLICANT: 912 N 37th St 8899600060 LOT 6GGGGGGGGGG-2%5%BACK YARD GRADE AT 59'-2"64PROPOSED RESIDENCEPERVIOUS PATIO102050SCALE: 1" = 10'ADDRESS:912 N. 37TH STREERENTON, WA 98056ZONING:R-6SITE NOTES:1.STREET IS TO BE KEPT CLEAN AND FREE OF DIRT AND DEBRIS.2.CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONDUIT FOR TV CABLE PER CITY OF MERCER ISLAND.3.SEE COVER SHEET (A0) FOR DRAINAGE SYSTEM GUIDELINES NOTES, & GEOTECHNICAL NOTES.4.PROVIDE STORM DRAIN INLET PROTECTION FOR NEARBY STORM DRAINS USING FILTER FABRIC OVERLAY.5.HAZARDOUS MATERIALS INCLUDE PETROLEUM PRODUCTS SUCH AS OIL, FUEL, COLD MIX, PAINT, SOLVENTS, CURINGCOMPOUNDS, ETC. LIQUID PRODUCTS STORED OUTSIDE THAT MAY CONTAMINATE STORMWATER RUNOFF IF SPILLEDSHALL BE STORED UNDER COVER AND IN CONTAINMENT. SPILL CLEANUP MATERIALS SHALL BE AVAILABLE AT THE SITE.6.FOUNDATION AND TRENCH DEWATERING WATER MUST BE DISPOSED OF THROUGH ONE OF THE FOLLOWING OPTIONSDEPENDING ON SITE CONSTRAINTS:A) INFILTRATION,B) TRANSPORT OFFSITE IN A VEHICLE, SUCH AS A VACUUM FLUSH TRUCK, FOR LEGAL DISPOSAL IN A MANNER THATDOES NOT POLLUTE SURFACE WATERS,C) DISCHARGE TO THE SANITARY SEWER DISCHARGE WITH LOCAL SEWER DISTRICT APPROVAL IF THERE IS NO OTHEROPTION, ORD) USE OF A SEDIMENTATION BAG WITH OUTFALL TO A DITCH OR SWALE FOR SMALL VOLUMES OF LOCALIZEDDEWATERING.7.PUMPING ANY WATER OFFSITE IS NOT ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY OF MERCER ISLAND.8.DRIVEWAY APPROACH SHALL BE INSTALLED PER ISSAQUAH HIGHLANDS STANDARDS. CURB AND GUTTER SHALL BEREMOVED AT NEAREST EXPANSION JOINT AND RE-POURED AT 6” DEPTH ACROSS DRIVEWAY APPROACH. LANDSCAPINGSHALL BE RESTORED AND IRRIGATION SHALL BE SLEEVED. THE SIDEWALK MUST BE COMPLETELY RAISED AND ANYGRADE CHANGE MUST BE PLACED IN THE DRIVEWAY RAMP.9.PROVIDE CLEANOUTS FOR BOTH FOOTING AND DOWNSPOUT DRAINS. CLEANOUTS TO BE SPACED A MAX. OF 40' APART.10.A.C. UNIT TO HAVE A MAXIMUM 75 dB OUTPUT.UNDERGROUND UTILITY NOTES:UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINESARE SHOWN, OR THAT THE LOCATI0N, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATEDPIPING WHERE CROSSING, INTERFERENCES, OR CONNECTI0NS OCCUR PRIOR TO TRENCHING OR EXCAVATI0N FOR ANY PIPEOR STRUCTURES. TO DETERMINE ACTUAL LOCATI0NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THEAPPROPRIATE PROVISION FOR PROTECTI0N OF SAID FACILITIES. THE CONTRACTOR SHALL N0TIFY ONE CALL AT 8-1-1(WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATI0N OF EXISTING FACILITIES BEFORE CONSTRUCTI0N.TAX PARCEL NUMBER:889960-0060LEGAL DESCRIPTION:LOT 6 OF VICTORIA POINTE AS PER PLAT RECORDED IN VOLUME 240OF PLATS AT PAGES 24 AND 25, RECORDS OF KING COUNTY,WASHINGTON.REFERENCES:PLAT OF VICTORIA POINTE REC. NO 2007032000247, KING COUNTYASSESSOR'S MAPSR.O.S. MP/ 20010607900002CITY OF RENTON SURVEY CONTROL NETWORKLOT COVERAGE:BUILDING FOOTPRINT2,099 SF (39.64%)IMPERVIOUS COVERAGE:EXISTING IMPERVIOUSNONENEW IMPERVIOUSLOT SIZE:5,295.39 SFSTRUCTURE & ROOF:2,355 SFDRIVEWAY & WALKWAY: 516 SFTOTAL:2,871 SF (54.2%)BUILDING AREA:BASEMENT LEVEL:2,155 SFMAIN LEVEL:2,291 SFUPPER LEVEL:1,1751 SFTOTAL HEATED:6,197 SFGARAGE:626 SFTOTAL:6,823 SFEX. STREET LAMPFOUND TACK INLEAD ON EDGEOF WALKEX. CONC. WALKEX. DRIVEWAY CUTEX. WATER MAINASPHALT ROADEX. WATER SERVICE EX. WATER SERVICE SSMHEX. WATER MAINEX. WATER MAINFLOW DIRECTION S 88° 42' 50" E 217.28'FOUND TACK INLEAD ON EDGEOF WALKPOWERTRANSFORMERTELEPHONERISEREX. CABLE T.V.STUBEX. ROCKRETAINING WALLREMOVETELEPHONERISERGEX. CONC. WALK2" GAS LINE6" CONCRETE CURBEX. STREET LAMPWMWMFOUND R/C#17659EX. ROCKRETAINING WALLREMOVEEX. 5' WOOD FENCEREMOVEEX. 1' CONC.WALLEX. HEDGEFOUND R/C#1765912" STORM12" STORM12" STORM8" SANITARY SEWER8" SANITARY SEWERFLOW DIRECTIONWGVWGVWGVSSMHSANITARY SEWER M.H.RIM = 47.67'I.E.= 41.57' (C/L 8" CHANNEL)60CATCH BASINRIM = 49.96'I.E. = 47.16' (12" EAST)I.E. = 47.11' (12" NW)SDCBFOUND M.I.C. W/BRASS CAPELEV. = 48.43'FOUND M.I.C. W/BRASS CAPELEV. = 74.26'SANITARY SEWER M.H.RIM = 65.65'I.E.= 54.55' (C/L 8" CHANNEL)8" SANITARY SEWER CATCH BASINRIM = 47.75'I.E. = 44.25' (12" EAST)I.E. = 44.35' (12" NORTH)I.E. = 44.45' (12" SOUTH)SDCBUPOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILOH/UTILUPCATCH BASINRIM = 66.64'I.E. = 64.64' (6" EAST)I.E. = 62.34' (12" WEST)SDCBASPHALT ALLEY12" STORM LINEEX. SMALL CEDAR TREES(3 TOTAL)TO REMAIN626468707262S 88° 42' 50" E 64.00'S 88° 42' 27" E 64.00'60626466585654525058566066666864 62CONCRETEDRIVEWAYS 01° 52' 54" W 82.74' S 01° 52' 54" W 82.75' 60 62 62PROPOSED SINGLE FAMILY RESIDENCEBASEMENT SLAB59'-5 78"GARAGE LOW SLAB/MUDROOM61'-4 78"GARAGE HIGH SLAB61'-8 78"MAIN LEVEL SUBFLOOR70'-4 18"UPPER LEVEL SUBFLOOR81'-5 34"TOP UPPER LEVEL PLATE89'-6 34"T.O. ROOF PARAPET90-10 34"HEIGHT LIMIT (AGP + 24.00' + 6.00' bonus)96.90'STRIP DRAINARCH SITE PLAN59'-5 1/2" TOP OF PATIO4-CAR GARAGE6613.3%UPENTRY PORCHEL. 70'-4 1/8"EL. 69'-10 1/8"EL. 69'-4 1/8"EL. 68'-10 1/8"EL. 68'-4 1/8"REMOVE EX. DRIVEWAY CUT. BUILDNEW SIDEWALK & CURB TO FILL IN.BUILD NEW DRIVEWAY CUT TOWEST7'-7"7'-7"20'-1"T.O.W. EL. 66.00'T.O.W.EL. 66.00'T.O.W. EL. 66.00'T.O.W.EL. 69.00'STEP WALL + 1'-0"SEE BUILDINGELEVATIONSB.O.W.EL. 62.00'STEP WALLT.O.W.EL. 64.60'B.O.W.EL. 57.60'INTERNAL DRAINTO BELOWINTERNALDRAINSTO BELOWDS68LINE OF EXT. WALLAT MAIN LEVELEL. 70'-4 1/8"OH/UTILOH/UTILOH/UTILS 24° 01' 11" W 483.59'48'-10"DSDS20' REAR YARD SETBACK20' FRONT YARD SETBACK7.5' SIDE YARD SETBACK 7.5' SIDE YARD SETBACK 20'-2"20'-7"4'-0" 5'-0"LINE OF PORCHROOF OVERHANGLINE OF ROOF OVERHANGLINE OF ROOF OVERHANG AREA OF PLANTING PER LANDSCAPE AREA OF PLANTING PER LANDSCAPE 42'-0"2'-0"T.O.W. EL. 68.00' 2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A1SitePlan FOUNDATION PLANSCALE: 1/4" = 1'-0" 3'-10 1/2"2'-10" 13'-8"10'-1"14'-3"8 1/2"7'-3 1/2" 4'-0"± (VER. IN FIELD) 2'-8" 6'-8"6'-9"6'-9"6'-9"6'-9"5'-2 1/2"4'-5"6"4'-7 1/2"2'-8"21'-9 1/2"12'-1"14'-11 1/2"48'-10"38'-0"4'-0"42'-0"4'-0"46'-0"22'-1 1/2"1'-11"22'-2"2'-7 1/2"26'-5"22'-5"48'-10"13'-8"9'-11"5'-7"12'-10" 42'-0"4'-0" 46'-0" 6'-8"4 1/2"8" 1'-2"4'-8"4'-10 1/2"4'-10"EL. 61-4 7/8" GARAGE LOW SLABEL. 61-8 7/8" GARAGE HIGH SLABDROP SLABFORELEVATOR(12" VERIFY)4" CONCRETE SLAB ON GRADE O/R-10 MIN. INSULATION (ENTIRESLAB OF HEATED AREA). FILL &COMPACT W/ HANDHELD DEVICE,WHERE REQ.SLAB ON GRADEELEVATION 59'-5 7/8"'4" CONCRETE SLAB ON GRADE O/R-10 MIN. INSULATION (ENTIRESLAB OF HEATED AREA). FILL &COMPACT W/ HANDHELD DEVICE,WHERE REQ.SLAB ON GRADEELEVATION 61'-4 7/8"'CONCRETE DRIVEWAYSLAB ON GRADECONCRETE SLAB ON GRADE OVER 6 MILVAPOR RETARDER O/ 4" GRANULAR FILLW/ LESS THAN 3% FINES (FILL &COMPACT W/ HANDHELD DEVICE,WHERE REQ.). SLOPE TOWARDSOVERHEAD DOOR FOR DRAINAGESLOPE PATIOSLAB ON GRADEELEV. 59'-5 1/2"4" CONCRETE SLAB ON GRADE W/LIGHT SAND FINISH O/ 4" GRANULARFILL W/ LESS THAN 3% FINES (FILL &COMPACT W/ HANDHELD DEVICE,WHERE REQ.). SLOPE AWAY FROMBUILDING @ MIN. 1/4" PER FT. FORDRAINAGE.5'-3"8'-6"12'-8"A13AA13ASD-44(2) 2x8 KINGS +(2) 2x8 JACKSHD-136" x 36" x 12" ENLARGEDCONC. FOOTINGSTEP FOOTING AS REQ'DPER DETAIL 16/SD-4SD-415SD-45SD-41230" x 30" x 12" ENLARGEDCONC. FOOTINGSTEP TOP OF FOUND.WALL AS REQ'D30" x 30" x 12" ENLARGEDCONC. FOOTING24" x 24" x 12" PLAINCONC. FOOTING24" x 24" ENLARGEDCONC. FOOTINGSLAB ON GRADE (LOW) -SEE NOTESSTEP FOOTING ASREQ'D PER DETAIL16/SD-4SD-415SD-44STEP TOP OF FOUND.WALL AS REQ'DSTEP FOOTING ASREQ'D PER DETAIL16/SD-4SD-414HD-1SD-414SD-43GARAGE SLAB - SEE NOTESHD-1HD-1'SHD-1'SSD-46SD-43STEP TOP OF FOUND.WALL AS REQ'D30" x 30" x 12" ENLARGEDCONC. FOOTINGSD-415STEP FOOTING ASREQ'D PER DETAIL16/SD-430" x 30" x 12"ENLARGED CONC.FOOTINGSD-413SIM24" x 24" ENLARGEDCONC. FOOTINGSD-413SD-414SIMHD-1HD-1SD-42SD-49SLAB ON GRADE - SEENOTESSD-410SD-411TYPSD-47ASD-48SD-48SD-47ASD-41024" x 24"ENLARGEDCONC.FOOTING36" x 36" x 12" ENLARGEDCONC. FOOTING12" x 16" THICKENEDSLAB (TYP.)SD-410SD-47ASD-47B48" x 48" x 12"ENLARGED CONC.FOOTING W/ #4'S @12" EA. WAYSTEP FOOTING AS REQ'DPER DETAIL 16/SD-4SD-47SD-41SD-414TOP OF WALL - EL. 66.67'PLAN NOTES:1.BOTTOM OF ALL FOOTINGS SHALL BE 18” MINIMUM BELOWLOWEST ADJACENT GRADE, UNO.2.SLAB ON GRADE SHALL BE 4” MINIMUM THICKNESS. REINFORCEWITH 6X6 W1.4XW1.4 WWM CENTERED IN SLAB. PROVIDE RIGIDINSULATION AT INTERIOR SPACES AND VAPOR BARRIER BELOWSLAB PER ARCHITECTURAL DRAWINGS OVER 4” MINIMUM FREEDRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILLPER SOILS ENGINEER.3.REFER TO SHEET S-0.0 & SD-4 FOR TYPICAL FOUNDATION ANDCONCRETE DETAILS.4.REFER TO GENERAL STRUCTURAL NOTES SHEET S-0.0 FORADDITIONAL REQUIREMENTS.5.DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURALDRAWINGS FOR ALL DIMENSIONS.6.ALL DIMENSION LINES ARE TO FACE OF FRAMING OR CONCRETE,U.N.O.7.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROMDECAY SHALL BE PROVIDED PER IRC SEC R317.8.6" MIN. CLEARANCE BETWEEN EXTERIOR GRADE & UNPROTECTEDWOOD SIDING, SHEATHING AND WALL FRAMING. 2" MIN.CLEARANCE BETWEEN SLABS/CONCRETE STEPS & UNPROTECTEDWOOD SIDING, SHEATHING AND WALL FRAMING.9.ALL WOOD IN CONTACT WITH CONCRETE AND ARE LESS THAN 8"FROM EXPOSED GRADE TO BE PRESSURE TREATED.10.WOOD COLUMNS SHALL BE PROTECTED AGAINST DECAY PER IRCSEC R317.1.4.11.ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOWTHE UNDISTURBED GROUND SURFACE.12.ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 18" BELOWTHE FROST LINE.13.FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIORSPACES AND FLOORS BELOW GRADE, SHALL BE DAMPPROOFEDFROM THE TOP OF THE FOOTING TO FINISHED GRADE PER IRCSEC R406.1.14.IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERESOIL-WATER CONDITIONS ARE KNOWN TO EXIST, FOUNDATIONWALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ANDFLOORS BELOW GRADE, SHALL BE WATERPROOFED FROM THETOP OF THE FOOTING TO FINISHED GRADE PER IRC SEC R406.2.15.PROVIDE MIN. 6 MIL VAPOR BARRIER, U.N.O @ SLAB ON GRADEPER IRC SEC R506.2.3.16.PROVIDE A 4" THICK BASE COURSE OF CLEAN GRANULAR FILL w/LESS THAN 3% FINES UNDER CONCRETE SLAB ON GRADES.17.SEE SHEAR WALL SCHEDULE FOR LOCATION & SPACING OFFOUNDATION ANCHOR BOLTS.18.INSTALL ALL HOLD-DOWNS AND HARDWARE PRIOR TOBACKFILLING.19.TYPICAL MUD-SILL IS PRESSURE TREATED 2x6 W/ 5/8"Øx9" ANCHORBOLTS @ 24" O.C. W/GALV. 3"x3"x1/4" THICK PLATE WASHER.WHERE JOISTS ARE HUNG FROM MUD-SILL, PROVIDE P.T. 3xRIPPED TO STEM WALL WIDTH W/COUNTERSUNK 3/4"Øx12"ANCHOR BOLTS @ 24" O.C. W/GALVANIZED 3"x3"X1/4" THK. PLATEWASHER.INDICATES HOLD DOWN PER STRUCTURALNOTES, S-0.0POSTS - SEE MAIN FLOOR FRAMING PLANFOR SIZESSYMBOL KEY:A13BA13BA13CA13CTOP OF WALL - EL. 62.00'TOP OF WALL - EL. 66.00'TOP OF WALL - EL. 64.60'TOP OF WALL -EL. 64.60'START WALLSLOPE DOWNSTART WALLSLOPE UP9'-3"± (VER. IN FIELD) TOP OF WALL - EL. 64.60'TOP OF WALL - EL. 69.00'START SLOPEUPSTART SLOPEDOWN2'-0" TOP OF WALL - EL. 68.00' TOP OF WALL - EL. 69.00'TOP OF WALL - EL. 68.00'STEP TOP OF FOUND.WALL AS REQ'DTOP OF WALL - EL. 69.365' (69'-4 38") TOP OF WALL - EL. 66.00'TOP OF WALL - EL. 69.72' (69'-8 58")TOP OF WALL -EL. 69.365' (69'-4 38")STEP TOP OFFOUND. WALLAS REQ'DSTEP TOP OF FOUND.WALL AS REQ'DTOP OF WALL -EL.62.00'DSDSDS2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A2FoundationPlanA5A3A4A6A7A8Main FloorFraming PlanLower FloorPlanMain FloorPlanUpper FloorFraming PlanUpper FloorPlanRoof PlanMainElectricalPlanE1UpperElectricalPlanE2LowerElectricalPlanEBA9Roof Plan FOUNDATION PLANSCALE: 1/4" = 1'-0" CLUB ROOM25/1X22/7MUD6/2X6/8PDR5/0X5/10LOBBY12/8X5/10GARAGE21/8X37/1FURNACEFORBASEMENTBAR10/0X7/0RAISED BAR @ +42"PATIO13/6X17/2POKEREC/FPSHELVESSINKBEVWINEWINEMAHJONGTABLEBENCH ANDLOCKERSSINKWC COATSUP61-8 7/8"GARAGE HIGH SLAB61-4 7/8" GARAGE LOWSLAB59'-5 7/8"CLUB FLOOR-2%5%13.3%ELEVATOR61'-7 1/2" APPROXEL. 61'-7 1/2"59'-5 1/2" TOP OF PATIO SLABBACK YARD GRADE AT 59'-2"SLOPE60 6264STRIP DRAIN66 68 686466626058PB℄COP61-4 7/8"MUDROOM SLABLOUNGELAUNDRY12/1X7/10WINESINKWDBASE UPPER LOWER FLOOR PLANSCALE: 1/4" = 1'-0" 1,118 SQ. FT. 46'-0" 4'-0"42'-0" 12'-10"5'-7"8'-7"1'-4"13'-8"48'-10"22'-1 1/2"26'-8 1/2"2'-7 1/2"22'-2"1'-11"22'-1 1/2"4'-8 3/4"6'-6"6'-6"4'-4 3/4"13'-0"13'-8 1/2"46'-0"4'-0"42'-0"4'-0"38'-0"48'-10"14'-11 1/2"12'-1"21'-9 1/2"6'-2"5'-11"11'-2 3/4"10'-6 3/4"2'-8"4'-7 1/2"6"4'-10 1/2"9'-7"6'-9"6'-9"6'-9"6'-9"6'-8" 2'-8" 4'-0" 7'-3 1/2"8 1/2"6'-3 1/2"8'-1 1/2" 1'-5" 8'-7"1'-4"13'-8" 2'-10"3'-10 1/2" 1'-5"5'-11"6'-11"4'-3 1/2"4'-4 1/2"5'-2 1/2"28702870287028702670 267018070 O.H. GARAGE DOOR20090 3-PANEL MULTI-SLIDE GLASS DOORS (S/GL)8090 SLIDE GLASS DOORS (S/GL)5020 AWN5020 PIC5020 AWN30706'-8"A13AA13AV.T.O.FANV.T.O.FANCOMBOSD/COALARM 3- CAR GARAGE 841 SQ. FT. A13BA13BA13CA13CV.T.O.FANS.D.110VCOMBOSD/COALARMPLAN KEY:INDICATES 110V SMOKE DET. PER I.R.C. 313.4INTERCONNECTED W/ EMERGENCY BATTERYBACKUPINDICATES CARBON MONOXIDE ALARM PER I.R.C.R315.1INDICATES EXHAUST VENTILATION FAN PER COVERSHEET. DSDOWNSPOUT LOCATIONGENERAL NOTES:1.SEE ELEVATIONS, SECTIONS AND ROOF PLAN FOR PLATE HEIGHTS.2.DIMENSION LINES ARE TO FACE OF STUD U.N.O.3.WINDOW SIZES & ROUGH OPENINGS TO BE VERIFIED BYCONTRACTOR.4.IF NOMINAL DOOR AND WINDOW HEIGHTS ARE SIMILAR,COORDINATE WITH DOOR AND WINDOW SPEC'S TO LOCATE FINALELEVATION OF THE HEAD HEIGHTS SO THAT ALL DOOR ANDWINDOW TRIM ALIGN.5.WINDOW AND DOOR SIZES ARE DIMENSIONED IN FEET AND INCHES(E.G. 2828= 2'-8"w x 2'-8"h)6.EXTERIOR WALLS TO BE 2x6 STUDS AT 16" O.C., INTERIOR WALLSTO BE 2x4 STUDS AT 16" O.C., U.N.O.7.FIREBLOCK ALL PLUMBING PENETRATIONS AND STAIR RUNS PERIRC SEC. R302.11.8.SAFETY GLAZING PER IRC SEC. R308.4.9.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURETREATED PER IRC SEC. R317.1.10.PROVIDE UNDER-STAIR PROTECTION (1/2" GWB) PER IRC SECR302.7.11.PROVIDE (1) LAYER OF 1/2" GWB AT THE GARAGE SIDE OF ALLWALLS SEPARATING THE GARAGE FROM THE RESIDENCE, ALLWALLS SUPPORTING A FLOOR CEILING ASSEMBLY BETWEEN THEGARAGE AND RESIDENCE, AND BETWEEN THE GARAGE AND ITSATTIC. PROVIDE (1) LAYER 5/8" TYPE X GWB TO GARAGE CEILING IFBELOW HABITABLE ROOMS.12.HOUSE / GARAGE DOOR SHALL BE 1-3/4" THICK WOOD SOLID CORE,or 1-3/8" THICK SOLID or HONEYCOMB CORE STEEL DOOR, or20-MINUTE RATED FIRE DOOR. PROVIDE SELF-CLOSING DEVICE.13.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ANDCEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALLBE MIN. 26 GAUGE GALVANIZED STEEL.14.PER IRC SEC R311.7.5. MAX. RISER HEIGHT SHALL BE 7-3/4". MIN.TREAD DEPTH SHALL BE 10". STAIR NOSINGS: 3/4" MIN., 1-1/4" MAX.RADIUS @ LEADING EDGE OF TREAD: 9/16" MAX.PROVIDEHANDRAILS PER IRC SEC. R311.7.8. TOP OF HANDRAIL SHALL BENOT LASS THAN 34" OR MORE THAN 38" ABOVE THE TREADNOSINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE FLIGHT PER R311.7.8.2. THE HANDRAIL GRIP-SIZE SHALL BEPROVIDED PER R311.7.8.3.15.PROVIDE GUARDS (MIN. 36" HEIGHT) IN LOCATIONS PER IRC SEC.R312.16.FACTORY BUILT FIREPLACES & CHIMNEYS SHALL BE LISTED &LABELED AND SHALL BE INSTALLED & TERMINATED INACCORDANCE TO THE CONDITIONS OF THE LISTINGS. FACTORYBUILT FIREPLACES SHALL MEET EMISSION STANDARDS PER CH.51-51 WAC R1004.1.1.17.PROVIDE EXTERIOR AIR SUPPLY TO ANY FACTORY-BUILTFIREPLACE PER IRC SEC R1006.18.GAS FIRED WATER HEATERS SHALL COMPLY WITH TH4EREQUIREMENTS OF THE IRC CH. 20, 24, AND 28.·INSTALL PER MANUFACTURERS SPECIFICATIONS, PROVIDINGALL SPECIFIED CLEARANCES.·WATER HEATERS SHALL BE ANCHORED OR STRAPPED IN THEUPPER ONE-THIRD AND IN THE LOWER ONE-THIRD OF THEAPPLIANCE.·VENT TO OUTSIDE PER IRC CH. 18.·ELEVATE IGNITION SOURCE 18" MIN.20.ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THEHOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHERLAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.STAIRDSDSDS2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A2FoundationPlanA5A3A4A6A7A8Main FloorFraming PlanLower FloorPlanMain FloorPlanUpper FloorFraming PlanUpper FloorPlanRoof PlanMainElectricalPlanE1UpperElectricalPlanE2LowerElectricalPlanEBA9Roof Plan SCALE: 1/4" = 1'-0" MAIN FLOOR FRAMINGTYP. CRAWL SPACE POSTS: 4X4 P.T. W/2X4 CLEATS EA. SIDE & SIMPSON ABW44ZBASE. 4'-0" MAX. POST HEIGHT.INDICATES HOLD DOWN PER STRUCTURALNOTES, S-0.0P.L.TYPICAL HANGER @ MAIN FLOOR IS SIMPSON JB212A,U.N.O.INDICATES LOC. OF POINT LOAD FROM ABOVE (TYP.)SYMBOL KEY:HD-19 1/2" TJI x 230'S@16" O.C.9 1/2" TJI 230'S @ 16" O.C.9 1/2" TJI 230'S CONT. @ 16" O.C.ALT.: 210'S @ 12" O.C., IF 230'S NOT AVAIL.P.L.P.L.P.L.P.L.P.L.P.L.P.L.9 1/2" TJI 230'S @ 16" O.C.9 1/2" TJI 230'S @ 16" O.C.9 1/2" TJI x 230'S @ 16" O.C.OPEN FORELEVATOROPEN FORSTAIRB38 3 1/2" x 9 1/2" GLB FLUSH TOP CONT. FULLWIDTH OF PORTAL FRAMEB36 W 12x96 FLUSH TOP - SEE NOTE #2 & #3B35 W12x87 FLUSH TOP - SEE NOTE #2 & #3B33 6 3/4" x 21" GLB FLUSH TOPB43 5 1/2" x 16 1/2" GLB FLUSH TOPHEADERHEADERB465 1/2" x 12" GLB HDRB414x8 HDRP.L.B32 W18x60 FLUSH TOP - SEE NOTE #2 & #3B34 3 1/2" x 9 1/2" LVL FLUSH 2x8 @ 16" O.C. BOTT. FLUSHB37 3 1/2" x 9 1/2" LVL FLUSH B42 3 1/2" x 9 1/2" LVL FLUSH B40 1 3/4" x 9 1/2"LVL FLUSHGENERAL NOTES:1.TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHINGOVER 9 1/2" TJI XXX'S AT 16" OC, UNO. PROVIDE DBL JOISTS UNDER ALLPARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOISTLENGTH.2.TYPICAL WATERPROOF DECK CONSISTS OF 3/4" T&G APA RATEDSHEATHING OVER 2x RAFTERS (AS NOTED) SPACING PER PLAN. PEDESTALSET PORCELAIN PAVERS (XX PSF DEAD LOAD MAX.) OVERWATERPROOFING THAT SHALL CONSIST OF SINGLE-PLY PVC OR TPOMEMBRANE (FULLY ADHERED OR MECHANICALLY ATTACHED) OVERTAPERED RIGID INSULATION. PROVIDE BLOCKING BETWEEN RAFTERS @8'-0" OC. DRILL TO VENT AS REQUIRED.3.GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6”oc AT FRAMED PANEL EDGESAND AT 12”oc IN THE FIELD, UNO.4.8" MIN. CLEARANCE BETWEEN EXTERIOR GRADE & UNPROTECTED WOOD.5.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.6.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHENCLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THEEXPOSED GROUND IN CRAWL SPACES SHALL BE PROTECTED AGAINSTDECAY WITH A PRESERVATIVE-TREATMENT IN ACCORDANCE WITH AWPAU1 AND THE I.R.C. R317.1.7.WOOD COLUMNS IN CRAWL SPACES SHALL BE PROTECTED AGAINSTDECAY WITH AN APPROVED PRESERVATIVE-TREATMENT UNLESSSUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT OF8" OR MORE FROM EXPOSED EARTH OR EARTH COVERED WITH A VAPORRETARDER.8.THE UNDER-FLOOR GRADE SHALL BE CLEANED OF ALL ORGANICMATERIAL, AND CONSTRUCTION MATERIAL BEFORE THE BUILDING ISOCCUPIED.9.ALL DIMENSION LINES ARE TO FACE OF FRAMING OR CONCRETE, U.N.O.10.SEE FOUNDATION DETAILS ON SD-4 FOR SPACING OF ANCHOR BOLTS.11.REFER TO GENERAL STRUCTURAL NOTES SHEET S-0.0 FOR ADDITIONALREQUIREMENTS.12.DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FORALL DIMENSIONS.SD-13HD-7 STRAP @ TOPOF WALL FROMABOVE & HD-1 @BOTT. OF WALL TOFOUND. BELOWSEE NOTE #4SW #103SW #1023' O.C. EDGE NAILING (SEE PLANS)(3 ) 2x6 ( 2 ) 2 x 6 (3) 2 x 6 (3) 2 x 6SD-121SD-13SD-111SEE NOTE #4(2) 2x12 K INGS & (3 ) 2x12 JACKSSD-293(2 ) 2 x 1 2 J A C K S (2) 2x8 KINGS +(2) 2x8 JACKS2x8 POSTS TO BEFRAMED ATOPCONC. FOUNDATIONWALL BELOWHD-7 STRAP FROMABOVE TO WRAPAROUND BM ANDFASTEN TOPACKOUTDOUBLE JOISTBELOW KITCHENISLAND (TYP.)ADDITIONAL JOIST @ CABINETS ( 5 ) 2 x 4 ADDITIONAL JOIST @ CABINETSDOUBLE JOISTBELOW KITCHENISLAND (TYP.)( 5 ) 2 x 4 SEE NOTE #4( 6 ) 2 x 6 SD-222PROVIDE SOLIDBLKG. @ P.L. DOWNTO HDR.P.L.SEE NOTE #5SIMPSON LUS 210HANGER (TYP.)SD-221SD-223( 6 ) 2 x 6 SIMPSON HUC410HANGERSD-14( 6 ) 2 x 6 ( 2 ) 2 x 6 SD-295OFFSET BEARING SHEAR WALLSD-219SIMPSON HHUS410HANGER(2 ) 2 x6 SIMPSON HHUS410HANGER(2) 2 x 6 (2) 2 x 6 (2) 2x6(2) 2x6SD-218SD-112B39 5 1/2" X 22 1/2" GLB FLUSH BOTT.(3 ) 2 x 6 (3 ) 2x6SD-121HD-6 STRAP @ TOPOF PONY WALLFROM ABOVE &HD-1 @ BOTT. OFWALL TO FOUND.BELOW (TYP. OF 2)HD-1 @ BOTT. OFWALL TO FOUND.BELOW (TYP. OF 4)APA PORTAL FRAME - SEE DETAIL 1/SD-3SW #101 BEAR LVLDIRECTLY ONFOUND.CANT. F.J.ADD'L JOIST CANT'D ADD'L JOIST CANT'D (3) 2 x 4 (5) 2 x 6 ( 4 ) 2 x 6 SEE NOTE #1 -SW #104SD-111(3) 2 x 4 ( 2 ) 2 x 6 SIMPSONHHUS410HANGERB414x8 HDR(3) 2 x 4 (3) 2 x 4 (2 ) 2x4 (3) 2 x 4 (2 ) 2x6HD-1 @ BOTT. OFWALL TO FOUND.BELOW (TYP. OF 2)SD-224SD-225DBL. JOIST SEE NOTE #5SD-225SIMPSON LUS210HANGER, TYP.PROVIDE ADD';BLOCKING AS REQ'D@ POST ABOVESIMPSONHUCQ1.81/9-SDSHANGERB414x8 HDRSTRUCTURAL NOTES:4x10 @ ALL EXTERIOR HEADERS (TYP. U.N.O.) B1NOTE #1 - PROVIDE 7/16" OSB & SHEATH PER TYPICAL EXTERIORSHEATHING SPECIFICATION. (SEE NOTES)NOTE #2 - PROVIDE 2x PLATE FASTENED TO TOP FLANGE OF BEAM W/P.A.F'S ('HILTI' X-U PINS OR EQUAL (0.157" DIA. x 2" MIN.)) @ 16" O.C.STAGGERED OR 1/2" DIA. THRU BOLTS @ 48" O.C. STAGGERED.NOTE #3 - PROVIDE SOLID 2x/LVL WEB PACKOUT AT END 3'-0" OF STEELBEAM. FASTEN PACKOUT TO WEB W/(2) 1/2" DIA. THRU BOLTSNOTE #4 - SEE DETAIL D/SD-3 TO STEEL BEAM TO WOOD POSTCONNECTIONNOTE #5 - PROVIDE 2x8 LEDGER FASTENED TO PACKOUT/RIM W/ (2) 1/4"x 3 1/2" SIMPSON SDS SCREWS @ 12" O.C.9 1/2" TJI 230'S @ 16" O.C.DROP 5" BELOW FLOOR FRAMINGA13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A4Main FloorFraming Plan SCALE: 1/4" = 1'-0" 1,806 SQ. FT. MAIN FLOOR PLANDINING17/0X11/170'- 4 1/8" MAIN FLOORSINKKNEE SPACE 48" R/O/HDWFZRREFUPPER BASEGUEST BR411/0X14/11UPPERBASEBUFFETTWO-SIDEDFIREPLACETELEVISIONUPHOLSTERED BENCH OPEN TOABOVESINKSINKWCWC3/4X5/4SHOWERCOATSENTRY12/2X13/6PDR7/9X5/0KITCHEN10/2X24/3BA29/8X5/9LIVING20/1X22/6DECK17/0X12/0STAIR9/1X16/6UPDNELEVATORARTARTARTARTARTARTARTTVTOP OF WALL 66'-0"70'- 4 1/8"70'- 4 1/8" MAIN FLOORTOP OF WALL 66'-0"YARD GRADE AT 68'-0"69'-10 1/8"69'-4 1/8"68'-10 1/8"68'-4 1/8"℄PBCOPDWUPPER BASE M/OPANTRY CABINETS42'-0" 8 1/2"16'-7"24'-8 1/2" 8'-4"5'-11 1/2"2'-3 1/2"48'-10"22'-6"10'-8"6'-1"9'-7"1'-7"4'-0"4'-0"3"2'-6 1/2"2'-6 1/2"3"6"6"2'-0 1/2"2'-0 1/2"48'-10"16'-10"6'-9"26'-9"5'-3"6'-9"1'-0"15'-10"4'-9"6'-3"6'-3"6'-3"3'-3"11'-9"10'-9"4'-9 1/2"5'-11 1/2"8 1/2"6'-9"42'-0"15'-8"12'-0 1/2"12'-0"6'-8"1'-0"11'-0"6'-6"5'-6 1/2"1'-6 1/2"14'-1 1/2"5'-1 1/4"7'-7"5'-1 1/4"5'-6 1/2"1'-6"6'-0"1'-6"5'-6 1/2"10'-11 1/2"3'-7 1/2"3'-7" 3'-10 1/2"5'-3 1/2"6'-6"1'-11"8'-1"3'-0"2 1/2" 5 1/2"10 1/2"9"10'-8"9"5'-4"9'-7"8 1/2"8'-0" 6'-8" 6'-8" VARIES 2'-0" MAX. VARIES 2'-0" MAX. 2'-0" 1'-2 1/2"5'-8"3'-1 1/2" 3'-1 1/2"V.T.O.FANV.T.O.FANV.T.O.FANCOMBOSD/COALARMS.D.110V6060 PIC O/6029 PIC S/GL6060 PIC O/6029 AWN S/GL6060 PIC O/6029 PIC S/GL6060 PIC O/6029 AWN S/GL7060 PIC O/ 7028 PIC S/GL 3060 CSMT O/ 3028 PIC S/GL 2660 CSMT 7060 PIC3060 CSMT3636 PIC O/3660 PIC O/3629 PIC S/GL3636 PIC O/3660 PIC O/3629 PIC S/GLEERO 2660 CSMT 8060 PIC O/ 8029 PIC S/GL 11090 2-PANEL SL. GL. DR. S/GL16090 3-PANEL SL. GL. DR. S/GL2880 2880 2680 3690 PIVOT248028803070GENERAL NOTES:1.SEE ELEVATIONS, SECTIONS AND ROOF PLAN FOR PLATE HEIGHTS.2.DIMENSION LINES ARE TO FACE OF STUD U.N.O.3.WINDOW SIZES & ROUGH OPENINGS TO BE VERIFIED BYCONTRACTOR.4.IF NOMINAL DOOR AND WINDOW HEIGHTS ARE SIMILAR,COORDINATE WITH DOOR AND WINDOW SPEC'S TO LOCATE FINALELEVATION OF THE HEAD HEIGHTS SO THAT ALL DOOR ANDWINDOW TRIM ALIGN.5.WINDOW AND DOOR SIZES ARE DIMENSIONED IN FEET AND INCHES(E.G. 2828= 2'-8"w x 2'-8"h)6.EXTERIOR WALLS TO BE 2x6 STUDS AT 16" O.C., INTERIOR WALLSTO BE 2x4 STUDS AT 16" O.C., U.N.O.7.FIREBLOCK ALL PLUMBING PENETRATIONS AND STAIR RUNS PERIRC SEC. R302.11.8.SAFETY GLAZING PER IRC SEC. R308.4.9.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURETREATED PER IRC SEC. R317.1.10.PROVIDE UNDER-STAIR PROTECTION (1/2" GWB) PER IRC SECR302.7.11.PROVIDE (1) LAYER OF 1/2" GWB AT THE GARAGE SIDE OF ALLWALLS SEPARATING THE GARAGE FROM THE RESIDENCE, ALLWALLS SUPPORTING A FLOOR CEILING ASSEMBLY BETWEEN THEGARAGE AND RESIDENCE, AND BETWEEN THE GARAGE AND ITSATTIC. PROVIDE (1) LAYER 5/8" TYPE X GWB TO GARAGE CEILING IFBELOW HABITABLE ROOMS.12.HOUSE / GARAGE DOOR SHALL BE 1-3/4" THICK WOOD SOLID CORE,or 1-3/8" THICK SOLID or HONEYCOMB CORE STEEL DOOR, or20-MINUTE RATED FIRE DOOR. PROVIDE SELF-CLOSING DEVICE.13.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ANDCEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALLBE MIN. 26 GAUGE GALVANIZED STEEL.14.PER IRC SEC R311.7.5. MAX. RISER HEIGHT SHALL BE 7-3/4". MIN.TREAD DEPTH SHALL BE 10". STAIR NOSINGS: 3/4" MIN., 1-1/4" MAX.RADIUS @ LEADING EDGE OF TREAD: 9/16" MAX.PROVIDEHANDRAILS PER IRC SEC. R311.7.8. TOP OF HANDRAIL SHALL BENOT LASS THAN 34" OR MORE THAN 38" ABOVE THE TREADNOSINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE FLIGHT PER R311.7.8.2. THE HANDRAIL GRIP-SIZE SHALL BEPROVIDED PER R311.7.8.3.15.PROVIDE GUARDS (MIN. 36" HEIGHT) IN LOCATIONS PER IRC SEC.R312.16.FACTORY BUILT FIREPLACES & CHIMNEYS SHALL BE LISTED &LABELED AND SHALL BE INSTALLED & TERMINATED INACCORDANCE TO THE CONDITIONS OF THE LISTINGS. FACTORYBUILT FIREPLACES SHALL MEET EMISSION STANDARDS PER CH.51-51 WAC R1004.1.1.17.PROVIDE EXTERIOR AIR SUPPLY TO ANY FACTORY-BUILTFIREPLACE PER IRC SEC R1006.18.GAS FIRED WATER HEATERS SHALL COMPLY WITH TH4EREQUIREMENTS OF THE IRC CH. 20, 24, AND 28.·INSTALL PER MANUFACTURERS SPECIFICATIONS, PROVIDINGALL SPECIFIED CLEARANCES.·WATER HEATERS SHALL BE ANCHORED OR STRAPPED IN THEUPPER ONE-THIRD AND IN THE LOWER ONE-THIRD OF THEAPPLIANCE.·VENT TO OUTSIDE PER IRC CH. 18.·ELEVATE IGNITION SOURCE 18" MIN.20.ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THEHOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHERLAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.PLAN KEY:INDICATES 110V SMOKE DET. PER I.R.C. 313.4INTERCONNECTED W/ EMERGENCY BATTERYBACKUPINDICATES CARBON MONOXIDE ALARM PER I.R.C.R315.1INDICATES EXHAUST VENTILATION FAN PER COVERSHEET. DSDOWNSPOUT LOCATIONCOMBOSD/COALARMS.D.110VV.T.O.FANLOWER LEVEL:1,118 SFMAIN LEVEL:1,806 SFUPPER LEVEL:1,904 SFTOTAL HEATED:4,828 SFGARAGE: 841 SFCOVERED DECK: 202 SFCOVERED PORCH: 80 SFROOF DECK: 566 SFTOTAL:6,517 SFBUILDING AREACOVERED DECK 202 SQ. FT.COVERED PORCH 80 SQ. FT.A13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A5Main FloorPlan UPPER FLOOR FRAMING PLANSCALE: 1/4" = 1'-0" B31 C10 x 15.3 FLUSH - SEE NOTE #2 B28 HSS 8"x4"x1/2" - SEE NOTE #10 B30 C10 x 15.3 FLUSH -SEE NOTES #2 & #311 7/8" TJI 210'S @ 16" O.C.11 7/8" TJI 210'S @ 16" O.C.11 7/8" TJI x210'S @ 16" O.C. 11 7/8" TJI 560'S @ 16" O.C. 11 7/8" TJI 210'S @ 16" O.C.11 7/8" TJI 210'S @ 16" O.C.11 7/8" TJI210'S@ 16" O.C.HEADERHEADERBXX DROPPED HEADERHEADER HEADER B47 6x10 CONT.HDRB19 5 1/2" x 15" GLB FLUSH BOTTOMB20 3 1/2" x 11 7/8" LVL FLUSHB22 5 1/2" x 9 1/2" GLB HEADER B17 W21 x 57 FLUSH TOP - SEE NOTES #2 & #3 B18 W21 x 44 FLUSH TOP - SEE NOTES #2 & #3B14 7" x 11 7/8" LVL FLUSHB15 W10 x 26 FLUSH - SEE NOTE #2B16 1 3/4" x 11 7/8" FLUSHB21 W10 x 19 CONT. FLUSH TOP - SEE NOTES #2 & #3B25 1 3/4" x 117/8" LVL FLUSHW/ SIMPSON HUCQ1.8/11-SDSHANGER EA END2x10@ 16" O.C.SEE NOTE #52x10 LANDING JOISTS@ 16" O.C. CANT'D - SEE NOTE #5B27 1 3/4" x 11 3/4" FLUSH P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.P.L.OPEN TOBELOWOPEN FORELEVATOR3 1/2x9 GLB POSTCONT. TO MAINSUBFLOOR (4 TYP.)FLOOR FRAMING PLAN NOTES:1.TYPICAL FLOOR FRAMING CONSISTS OF 3/4” T&G APA RATEDSHEATHING OVER TJI-JOISTS AT 16”OC, UNO.2.TYPICAL WATER PROOF DECK/STAIR LANDINGS CONSIST OFPEDESTAL SET PORCELAIN PAVERS (10 PSF DEAD LOAD MAX.)OVER SINGLE-PLY PVC OR TPO MEMBRANE (FULLY ADHERED ORMECHANICALLY ATTACHED) OVER TAPERED RIGID INSULATIONOVER 3/4” T&G APA RATED SHEATHING (SPAN RATING 48/24) OVERFRAMING PER PLAN. PROVIDE SOLID BLOCKING BETWEENRAFTERS @ 8'-0" O.C. DRILL TO VENT AS REQUIRED. SEESTRUCTURAL DETAILS FOR ROOF JOIST FASTENING3.GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6”oc AT FRAMEDPANEL EDGES AND AT 12”oc IN THE FIELD, UNO.4.“SW_” INDICATES SHEARWALL BELOW FRAMING SHOWN. ALLEXTERIOR WALLS ARE STD. EXT. WALL SHEATHING, UNO.(STANDARD EXTERIOR WALL SHEATHING SEE S-0.0.)5.ALL HEADERS REQUIRED ARE SHOWN ON PLAN. FILL CAVITY WITHR-10 INSULATION.6.PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALLHEADERS, BEAMS, AND GIRDER TRUSSES 6'-0” IN LENGTH ANDOVER, UNO.7.WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAINBLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW,UNO.8.TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16”oc AT EXTERIORWALLS AND 2x4's OR 2x6's AT 16”oc AT INTERIOR WALLS PER ARCHDRAWINGS, UNO.9.BEARING WALLS ARE SHADED.10.ALL MARKED POSTS ARE BELOW THE FRAMING SHOWN ON THISPLAN.11.REFER TO GENERAL STRUCTURAL NOTES SHEET S-0 FORADDITIONAL REQUIREMENTS.12.DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURALDRAWINGS FOR ALL DIMENSIONS.P.L.INDICATES LOC. OF POINT LOAD FROM ABOVE (TYP.)KEY:INDICATES LOC. OF SOLID SUPPORT (2) STUDS LAM'DW/ 16d @ 12" O.C., (2) 16d EA. END TYP. UNLESS NOTEDOTHERWISE(2 ) 2x6 (3 ) 2x6 (4) 2x6 (2) 2 x 6 ( 2 ) 2 x 6 (2 ) 2 x 6 3 1 / 2 " x 5 1 / 2 " L V L PO S T (2 ) 2x63" O.C. EDGE NAILING (SEE PLANS)SW #204(2) 2x6DOUBLE JOISTSD-110HD-7 STRAP @BOTTOM OF WALLTO FRAMING BELOW(TYP. OF TWO)SEE NOTE #4SEE NOTE #4SEE NOTE #4SD-112SD-111FULL DEPTH DBLANGLE W/ (3) 3/4"DIAM. BOLTS (MIN.)@ EA. LEG OF ANGLE(1.21k)(2 ) 2x6 (2 ) 2x6 (2 ) 2x6SD-113SD-115SD-1141 3/4" x 11 7/8" LVL FLUSHFULL DEPTH SINGLEANGLE W/ (2) 3/4"DIAM. BOLTS (MIN.)@ EA. LEG OF ANGLE(5.3k)SIMPSON HU11HANGER TOPACKOUTSIMPSONHHUS7.25/10HANGER TOPACKOUTSIMPSON HU11HANGER TOPACKOUT(2) 2x6SD-13ADDITIONAL JOIST AT P.L.(2 ) 2x6SD-13B234x8 HDR.SD-394(5) 2x6B234x8 HDR.SEE NOTE #4SEE NOTE #1 -SW #206SW #20611 7/8" F.J.@ 12" O.C.SD-19B24 3 1/2" x 11 7/8" LVL FLUSH 2 SPAN CONT.W/ SIMPSON HUC212-2TF HANGER EA. END(3)2x6(3)2x6B26 5 1/4" x 11 7/8" LVL FLUSH P.L.SD-394SD-139 1/2" TJI XXX'S @ 12" O.C.BOTT. FLUSH @ SHOWERADD'L JOIST BELOW TUB EDGE ADD'L JOIST BELOW TUB EDGE SW #202 3" O.C. EDGE NAILING (SEE NOTES)SD-14PROVIDE BLK'GBELOW JAMB LOADABOVESW #2035 1 /4 " x 5 1 /4 " FULLHT. LVL POST(2) 2x6HD-6 STRAP BOTT.OF WALL TO FRMG.BELOW (TYP. OF 2)SIMPSON HUC410HANGER EA. SIDE OFPOST @ HDRSSIMPSON HUC612MAX HANGERB234x8 HDR.LOCATE POSTDIRECTLY ABOVEWALL BELOW(3 ) 2 x 4 LOCATE POSTDIRECTLY ABOVEBEAM BELOWSEE NOTE #4( 4 ) 2 x 6 (5 ) 2 x4SEE NOTE #1 -SW #205SW #205PROVIDE HOLE INBEAM FOR ROOFDRAINAGE( 3 ) 2 x 6 SEE NOTE #4SEE NOTE #4SEENOTE #9B29(2) 2x10 FLUSHB29(2) 2x10 FLUSH(3 ) 2x6(2) 2x6SEE NOTE #4SIMPSON HUCQ1.81/11-SDS HANGERB29(2) 2x10 FLUSHSD-110(2 ) 2x6BF POST (2 ) 2 x 6 B F PO S T1 3/4"x11 7/8" LVL RIMDOUBLE JOISTCANTDDOUBLE JOISTCANTDSW #207HD-5 @ BOTT. OFWALL TO FRMG.BELOW (TYP. OF 2)FASTEN STEEL BMTO HDR W/ (2)P.A.F.'S ('HILTI" X-UPINS OR EQUAL(0.157" DIA. x 2" MIN.))5'-6 1/2" 2x6 HF #2 @ 16" O.C. CANT. WALL FROM FLUSH BM TO TOP OF PARAPET WALL AT STAIRSSD-110SIMPSON HUC210-2HANGER @LANDINGBM (TYP) FASTEN W/1/4" DIA. TAPCONS @HSS CONDITIONSSEE NOTE #8 SEE NOTE #7 SD-116( 3 ) 2 x 6 B FCANT. K INGS SD-19PROVIDE SLOPING 2X EXT.WALL ABOVE HSS. FASTENSOLE PLATE TO HSS W/1/4"X3 1/2" TAPCONS.FASTEN END STRINGE TOWALL PER NOTE #8sw #201 STRUCTURAL NOTES:4x10 @ ALL EXTERIOR HEADERS (TYP. U.N.O.) B1NOTE #1 - PROVIDE 7/16" OSB & SHEATH PER TYPICAL EXTERIORSHEATHING SPECIFICATION. (SEE NOTES)NOTE #2 - PROVIDE 2x PLATE FASTENED TO TOP FLANGE OF BEAM W/P.A.F'S ('HILTI' X-U PINS OR EQUAL (0.157" DIA. x 2" MIN.)) @ 16" O.C.STAGGERED OR 1/2" DIA. THRU BOLTS @ 48" O.C. STAGGERED.NOTE #3 - PROVIDE SOLID 2x/LVL WEB PACKOUT FASTENED TO WEB W/1/2" DIA. THRU BOLTS @ 24" O.C. STAGGEREDNOTE #4 - SEE DETAIL D/SD-3 TO STEEL BEAM TO WOOD POSTCONNECTIONNOTE #5 - PROVIDE 2x6 LEDGER @ ALL SIDES OF LANDING. FASTENLEDGER TO WOOD BEAMS AND STUDS W/ (3) 1/4" x 3 1/2" SIMPSON SDSSCREWS @ 16" O.C.NOTE #7 - 5 1/2" x 12" GLB DIRECTLY ABOVE WINDOW W/SIMAONHUC612 HANGER EA. END & (1) SIMPSON A35 CLIP ON TOP ANDUNDERSIDE OF BEAM FASTENED TO POST AT EA. END OF BEAM B48NOTE #8 - PROVIDE END (2) 2x12 STRINGER FASTENED TO STUDS W/ (3)1/4" x 6" SIMPSON SDS SCREWS @ 16" O.C.NOTE #9 - PROVIDE SINGLE ANGLE CONNECTION FROM CHANNEL TOCHANNEL W/(2) 3/4" DIAMETER BOLTS (MIN.)NOTE #10 - HSS BEAM TO BE FABRICATED INTO 'Z-SHAPE' TO MATCHSTAIR PITCH AND LANDING ELEVATION - SEE ARCHITECTURAL FORADDITIONAL INFO.PROVIDE 10"x6"x1/2" PLATE AT BOTTOM OF 'Z' FULLY WELDED TO HSS.PROVIDE (4) 1/2" DIAMETER BOLTS (MIN.) TO INTERSECTING CHANNELHATCH DENOTESOVERFRAMEDFLOOR TO MATCHLEVEL OF ADJACENTFLOOR (+2 3/8")A13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A6Upper FloorFraming Plan UPPER FLOOR PLANSCALE: 1/4" = 1'-0" 1904 SQ. FT. 81'-10 1/4"UPPER FLOORMBR17/10X16/5ELEVATOROPEN TOBELOWSPA20/10X11/0ATTIRE13/11X13/1UPDNSINKTUB7/0X11/0FLUSHWET-ROOM4/0X7/0SLABSUSPENDEDCABINETSSUSPENDEDMIRRORFRAMELESSENCLOSURESINKSTEP-INLINENSHELVESWCSHELFVESTIBULE℄PBCOPDECORATIVEARCHITECTURALFEATUREDECORATIVEARCHITECTURALFEATUREBR212/1X13/8WIC8/3X5/0BA35/0X8/4WIC5/0X5/0BR312/1X13/8OFFICE8/2X10/3BA28/8X5/0MECH.3/6X6/5DROP-OFFLINENSHELVESSINKWC3/0X5/0SHOWERSINKWC3/0X5/0SHOWERFAU42'-0" VARIES 2'-0" MAX.14'-5"10'-7"17'-0" 2'-0"15'-0"6'-6 1/2"4'-0 1/2" 42'-0"11'-5 1/2"13'-4 1/2"17'-2"3'-6"5'-3"8'-5"48'-10"18'-7"12'-5"5'-3 1/2"5'-3"2'-6"6'-5"3'-3"7'-3 1/2"4'-0"1'-3 1/2"4'-0 1/2"3'-3"48'-10"VARIES 2'-0" MAX.18'-4"4'-2"10'-8"6'-1"9'-7"3'-0" CANOPY O.H.2'-0"2'-0"O.H.2'-0"O.H. 1'-3"12'-1 1/2" 6'-6 1/2"5'-7" 9'-1 1/2"5'-3 1/2"3'-10 1/2"6'-8 1/2"4'-0"2'-0"O.H.6'-10 1/2"4'-11 1/2"1'-2" 3'-11 1/2"5'-9"4'-3 1/2"9"5'-3 1/2" 5'-7"14'-1 1/2" 3'-7"7'-0" 2'-8"6'-10 1/2"4'-0" 1'-5"14'-8"3'-11"8'-6 1/2"3'-7"2'-7"3'-0"12'-6 1/2"8'-8"1'-9"3'-10 1/2"3'-9 1/2"9'-0"7'-1"14'-8"4'-4"5'-3"9"V.T.O.FANV.T.O.FANV.T.O.FANV.T.O.FANCOMBOSD/COALARMCOMBOSD/COALARMS.D.110VS.D.110VS.D.110V30702870 2470 PD2470 PD 2470 2070 2070 2870 2870 PD 2070207028702870247024702670 FR. DR.S/GL307030703050 CSMT3050 CSMT7050 PIC5050 PIC 5050 PIC O/ 5020 PIC S/GL 5050 PIC O/ 5020 PIC S/GL 6'-5"EERO3050 CSMT3050 CSMT5050 PIC3050 PIC O/ 3020 PIC S/GL 3050 CSMT EERO6050 SLDR2050 CSMTEERO6050 SLDRV.T.O.FANS.D.110VCOMBOSD/COALARMPLAN KEY:INDICATES 110V SMOKE DET. PER I.R.C. 313.4INTERCONNECTED W/ EMERGENCY BATTERYBACKUPINDICATES CARBON MONOXIDE ALARM PER I.R.C.R315.1INDICATES EXHAUST VENTILATION FAN PER COVERSHEET. DSDOWNSPOUT LOCATIONGENERAL NOTES:1.SEE ELEVATIONS, SECTIONS AND ROOF PLAN FOR PLATE HEIGHTS.2.DIMENSION LINES ARE TO FACE OF STUD U.N.O.3.WINDOW SIZES & ROUGH OPENINGS TO BE VERIFIED BYCONTRACTOR.4.IF NOMINAL DOOR AND WINDOW HEIGHTS ARE SIMILAR,COORDINATE WITH DOOR AND WINDOW SPEC'S TO LOCATE FINALELEVATION OF THE HEAD HEIGHTS SO THAT ALL DOOR ANDWINDOW TRIM ALIGN.5.WINDOW AND DOOR SIZES ARE DIMENSIONED IN FEET AND INCHES(E.G. 2828= 2'-8"w x 2'-8"h)6.EXTERIOR WALLS TO BE 2x6 STUDS AT 16" O.C., INTERIOR WALLSTO BE 2x4 STUDS AT 16" O.C., U.N.O.7.FIREBLOCK ALL PLUMBING PENETRATIONS AND STAIR RUNS PERIRC SEC. R302.11.8.SAFETY GLAZING PER IRC SEC. R308.4.9.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURETREATED PER IRC SEC. R317.1.10.PROVIDE UNDER-STAIR PROTECTION (1/2" GWB) PER IRC SECR302.7.11.PROVIDE (1) LAYER OF 1/2" GWB AT THE GARAGE SIDE OF ALLWALLS SEPARATING THE GARAGE FROM THE RESIDENCE, ALLWALLS SUPPORTING A FLOOR CEILING ASSEMBLY BETWEEN THEGARAGE AND RESIDENCE, AND BETWEEN THE GARAGE AND ITSATTIC. PROVIDE (1) LAYER 5/8" TYPE X GWB TO GARAGE CEILING IFBELOW HABITABLE ROOMS.12.HOUSE / GARAGE DOOR SHALL BE 1-3/4" THICK WOOD SOLID CORE,or 1-3/8" THICK SOLID or HONEYCOMB CORE STEEL DOOR, or20-MINUTE RATED FIRE DOOR. PROVIDE SELF-CLOSING DEVICE.13.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ANDCEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALLBE MIN. 26 GAUGE GALVANIZED STEEL.14.PER IRC SEC R311.7.5. MAX. RISER HEIGHT SHALL BE 7-3/4". MIN.TREAD DEPTH SHALL BE 10". STAIR NOSINGS: 3/4" MIN., 1-1/4" MAX.RADIUS @ LEADING EDGE OF TREAD: 9/16" MAX.PROVIDEHANDRAILS PER IRC SEC. R311.7.8. TOP OF HANDRAIL SHALL BENOT LASS THAN 34" OR MORE THAN 38" ABOVE THE TREADNOSINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE FLIGHT PER R311.7.8.2. THE HANDRAIL GRIP-SIZE SHALL BEPROVIDED PER R311.7.8.3.15.PROVIDE GUARDS (MIN. 36" HEIGHT) IN LOCATIONS PER IRC SEC.R312.16.FACTORY BUILT FIREPLACES & CHIMNEYS SHALL BE LISTED &LABELED AND SHALL BE INSTALLED & TERMINATED INACCORDANCE TO THE CONDITIONS OF THE LISTINGS. FACTORYBUILT FIREPLACES SHALL MEET EMISSION STANDARDS PER CH.51-51 WAC R1004.1.1.17.PROVIDE EXTERIOR AIR SUPPLY TO ANY FACTORY-BUILTFIREPLACE PER IRC SEC R1006.18.GAS FIRED WATER HEATERS SHALL COMPLY WITH TH4EREQUIREMENTS OF THE IRC CH. 20, 24, AND 28.·INSTALL PER MANUFACTURERS SPECIFICATIONS, PROVIDINGALL SPECIFIED CLEARANCES.·WATER HEATERS SHALL BE ANCHORED OR STRAPPED IN THEUPPER ONE-THIRD AND IN THE LOWER ONE-THIRD OF THEAPPLIANCE.·VENT TO OUTSIDE PER IRC CH. 18.·ELEVATE IGNITION SOURCE 18" MIN.20.ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THEHOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHERLAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.A13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A7Upper FloorPlan ROOF PLANSCALE: 1/4" = 1'-0" 9 1/2" TJI 210 SERIES CANT'D @ 24" O.C.9 1/2" TJI 210 SERIES @ 24" O.C.9 1/2" TJI 210 SERIES @ 16" O.C.9 1/2" TJI 210 SERIES CANT'D @ 24" O.C. 9 1/2" TJI 210 SERIES CANT'D @ 24" O.C. 9 1/2" TJI 210 SERIES CANT'D @ 24" O.C.CANT'D9 1/2" TJI 110 SERIES@16" O.C.B1 HEADERB1 HEADERB5 3 1/2" x 9 1/2" LVL FLUSH CANT'DW/(2) SIMPSON A35 CLIPS TO FASCIAB1 HEADERCONT. HEADERBXX HEADER HEADERB40 1 3/4" x 9 1/2"LVL FLUSHB3 4x8HEADERB3 4x8HEADERB3 4x8HEADERCONT. HEADER B5 3 1/2" x 9 1/2" LVL FLUSH CANT'DW/(2) SIMPSON A35 CLIPS TO FASCIAHEADERHEADERB8 4x10 fLUSH BOTT. @ 6'-3" ABV. SUBFLOORB9 6x10 DROPPEDBOTT. @ 6'-3" SUBFLOORB11 4x6 HEADER W/SIMPSON HUC46HANGER EA. SIDE (4TYP.)3 1/2x9 GLB POSTCONT. TO MAINSUBFLOOR (5TYP.)W/ (2) SIMPSONA35 CLIPS @ TOP& BOTTOMB10 CANT. 3 1/2"x9"GLB BLO. (5 TYP.)W/ SIMPSON HUC 410 HANGER TO FASCIATOP BM. @ 6'-3" ABV. SUBFLOORB12 1 3/4" x 9 1/2" LVL FASCIAB7 5 1/4" x 11 1/4" LVL FLUSH BOTTOMINDICATES LOC. OF SOLID SUPPORT OR POST. ALL MARKEDPOSTS ARE LOCATED BELOW FRAMING SHOWN ON THISPLAN. STUDS LAM'D W/ 16d @ 12" O.C., (2) 16d EA. END TYP.UNLESS NOTED OTHERWISEUPPER ROOF PLAN NOTES:2.TYPICAL ROOFING SHALL CONSIST OF SINGLE-PLY PVC OR TPOMEMBRANE (FULLY ADHERED OR MECHANICALLY ATTACHED)OVER TAPERED RIGID INSULATION OVER 1/2” T&G APA RATEDSHEATHING (SPAN RATING 48/24) OVER 9-1/2" TJI RAFTERS ORROOF TRUSSES (AS NOTED) WITH SPACING PER PLAN. PROVIDETJI BLOCKING BETWEEN RAFTERS @ 8'-0" O.C. DRILL TO VENT ASREQUIRED. SEE STRUCTURAL DETAILS FOR ROOF JOISTFASTENING3.TYPICAL WATERPROOF DECK CONSISTS OF PEDESTAL SETPORCELAIN PAVERS (10 PSF DEAD LOAD MAX.) OVER TYPICALROOFING, SEE ABOVE.4.NAIL ROOF SHEATHING W/ 8d AT 6”oc AT FRAMED PANEL EDGESAND OVER SHEAR WALLS, AND AT 12”oc IN THE FIELD, UNO.5.ALL EXTERIOR WALLS ARE TO BE SHEATHED PER TYPICALSTRUCTURAL NOTES AND DETAIL PER S-06.ALL EXTERIOR HEADERS ARE B1 4x10, UNLESS NOTEDOTHERWISE.7.ALL HEADERS REQUIRED ARE SHOWN ON PLAN. FILL ANYREMAINING CAVITY WITH R-10 INSULATION.8.PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALLHEADERS AND BEAMS 6'-0” IN LENGTH AND OVER, UNO.9.WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAINBLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW.10.TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16”oc AT EXTERIORWALLS AND 2x4's OR 2x6's AT 16”oc AT INTERIOR WALLS PER ARCHDRAWINGS, UNO.11.BEARING WALLS ARE SHADED.12.SEE ROOF PLAN SHEET A10 FOR ROOFING INFORMATION,DRAINAGE & ROOF SLOPE.13.REFER TO GENERAL STRUCTURAL NOTES SHEET S-0 FORADDITIONAL REQUIREMENTS.14.DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURALDRAWINGS FOR ALL DIMENSIONS.DRAG STRUT - NAILW/ 8d AT 4" OC ENTIRE LENGTH OF MEMBERTYPICAL HANGERKING STUDROOF JOISTSDSKSR.J.PLAN KEY:SW #304ROOF JOISTS TOCANTILEVER OFFEXTERIOR WALL AND NOTBEAR ON ROOF FEATUREBELOW.1 3/4" x 9 1/2" LVL FASCIA (TYP.)1 3/4" x 9 1/2" LVL FASCIA (TYP.)(2 ) 2x6(2) 2x6 KINGS(2 ) 2x6JACKS(2 ) 2x6KINGS B13 1 3/4" x 9 1/2" LVL FLUSH B4 1 3/4" x 9 1/2" LVL FACIA CANT'D. W/SIMPSON HUCQ1.81/9-SDS HANGER @ BACKSPAN 6'-0" MIN. RUNBACKB5 3 1/2" x 9 1/2" LVLFLUSH CANT'D(2) 2x6(2) 2 x 4 (2) 2 x 4 B3 4x8HEADERB3 4x8HEADERB23 1/2" x 9 1/2"LVL FLUSHDOUBLE JOIST DOUBLE JOIST (2 ) 2 x4 (2 ) 2 x 4 B23 1/2" x 9 1/2"LVL FLUSHBEARING WALL6'-0" MIN. RUNBACKB5 3 1/2" x 9 1/2" LVLFLUSH CANT'D(2 ) 2x6 (2) 2 x 4 B4 1 3/4" x 9 1/2" LVL FACIA W/SIMPSON HUCQ1.81/9-SDS HANGER @ EA. END 5 1 /4 "x5 1 /4" FULLHT LVL POST B4 1 3/4" x 9 1/2" LVL FACIA CANT'D. W/SIMPSON HUCQ1.81/9-SDS HANGER @ BACKSPANSIMPSONHUC410HANGER TOPOSTUNDERFRAME SOFFITAS REQUIRED AT ROOFOVERHANG(2 ) 2 x61 3/4" x 9 1/2" LVL FASCIA (TYP.)SW #303SW #302 B6 1 3/4" x 9 1/2" LVL FLUSHPROVIDE 1 3/4" x 9 1/2" LVLFLUSH ABOVE GLASS WLL &SUSPENDED MIRROR &CABINETS(2) 2x4(2) 2x6(2 ) 2x6BF POST (2 ) 2x6BF POSTROOF JOISTS TO CANTILEVER OFFEXTERIOR WALL AND NOT BEAR ONROOF FEATURE BELOW.SW #301 (3) 2 x 4 (2 ) 2 x6HIGH ROOF JOISTS DONOT BEAR ON EXT.WALL BELOWPROVIDE 2x6 @ 16"O.C. KNEEWALL ATOPBEAM AS REQ'D(2 ) 2 x 6 SW #3052x6 HF #2 @16" O.C. BALLOONFRAMED WALLPROVIDE 2x6 @ 16"O.C. KNEEWALL ATOPBEAM TO UNDERSIDEOF R. J.SD-11BPROVIDE 2x4 @ 16" O.C.KNEEWALL ATOP BM TOUNDERSIDE OF ROOF JOISTPROVIDE 2x6 @ 16" O.C. ROOFJOIST (LOW) FLUSH TOP W/CANT. GLB'S. PROVIDE THA213STRAP HANGER TO 6x10 BEAMPROVIDE 2x6 @ 16" O.C. SLOPINGKNEEWALL FROM LOW R.J. TOHIGH R.J. PROVIDE FULL DEPTHBLOCKIN BELOW WALL @ LOW R.J.SD-11ASD-17SD-12SD-18SD-12ASD-12ASD-12ASD-17SD-229SD-226SD-227SD-12SD-11BSD-15B1HEADERA13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A8Roof Plan ROOF PLAN SCALE: 1/4" = 1'-0" 566 SQ. FT. ROOF DECK SINKGRILLN.G. STUBDNDECK35/6X16/044'-0" 12'-6 1/2"16'-11"2'-0"12'-6 1/2"3'-0"50'-10"2'-0"48'-10"12'-6 1/2"36'-3 1/2"2'-0"51'-4"2'-0"39'-3"9'-7"12'-6 1/2"9'-11 1/2"10'-8"6'-1"4'-4"5'-3"46'-6"2'-3"2'-3"42'-0"12'-8 1/2"12'-6 1/2"5'-3"31'-0 1/2"7'-7"10'-0"18'-8 1/2"V.T.O.FANS.D.110VCOMBOSD/COALARMPLAN KEY:INDICATES 110V SMOKE DET. PER I.R.C. 313.4INTERCONNECTED W/ EMERGENCY BATTERYBACKUPINDICATES CARBON MONOXIDE ALARM PER I.R.C.R315.1INDICATES EXHAUST VENTILATION FAN PER COVERSHEET. DSDOWNSPOUT LOCATIONGENERAL NOTES:1.SEE ELEVATIONS, SECTIONS AND ROOF PLAN FOR PLATE HEIGHTS.2.DIMENSION LINES ARE TO FACE OF STUD U.N.O.3.FIREBLOCK ALL PLUMBING PENETRATIONS AND STAIR RUNS PERIRC SEC. R302.11.4.SAFETY GLAZING PER IRC SEC. R308.4.5.PROVIDE UNDER-STAIR PROTECTION (1/2" GWB) PER IRC SECR302.7.6.PER IRC SEC R311.7.5. MAX. RISER HEIGHT SHALL BE 7-3/4". MIN.TREAD DEPTH SHALL BE 10". STAIR NOSINGS: 3/4" MIN., 1-1/4" MAX.RADIUS @ LEADING EDGE OF TREAD: 9/16" MAX.PROVIDEHANDRAILS PER IRC SEC. R311.7.8. TOP OF HANDRAIL SHALL BENOT LASS THAN 34" OR MORE THAN 38" ABOVE THE TREADNOSINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHOF THE FLIGHT PER R311.7.8.2. THE HANDRAIL GRIP-SIZE SHALL BEPROVIDED PER R311.7.8.3.7.PROVIDE GUARDS (MIN. 36" HEIGHT) IN LOCATIONS PER IRC SEC.R312.8.ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THEHOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHERLAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.A13AA13AA13BA13BA13CA13C2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A9Roof Plan EX. BACK OF SIDEWALK61-4 7/8" GARAGE LOWSLAB59'-5 7/8" CLUB FLOOR90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR69'-5 7/8" BASEMENT PLATE80'-5 1/8" MAIN PLATE70'-4 1/8" MAIN FLOOR61-4 7/8" GARAGE LOWSLAB AND MUDROOM SLAB61-8 7/8"GARAGE HIGH SLABSCALE: 1/4" = 1'-0" FRONT (SOUTH) ELEVATION1.5/1 ANGLE6' LINE 6' LINE66.9' AVE FIN GRADE90.9' MAX WALL PLATE61.15' AVE EXIST GRADEEL. 69.00'EL. 68.00'EL. 64.00'EL. 62.00'TOP OF CONCRETE WALLEAST SIDEBACKYARD GRADE AT 59'-2"PATIO AT 59'-5 1/2"STEPS TO ENTRYFACIA AT EDGEATTACHED TO PEDESTAL90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR80'-5 1/8" MAIN PLATE70'-4 1/8" MAIN FLOOR69'-5 7/8" BASEMENT PLATE61-4 7/8" GARAGE LOWSLAB61-8 7/8"GARAGE HIGH SLABDRAINDRAIN LINESTEEL Z-BEAMWALL FRAMED ON STAIRSTRINGER/RAFTERS59'-5 7/8" CLUB FLOORSCALE: 1/4" = 1'-0" SIDE (EAST) ELEVATIONS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE LINE OF TOP OF GUARDRAIL(+36" ABOVE WALKING SURFACE MIN.)10"8'-1"1'-0 5/8"10'-1"10 1/4"7'-9"4"STUCCO SIDINGALUMINUM CLAD WOODFRAMED WINDOWS W/INSUL. GLAZING, TYP.ALUMINUM FRAME OVERHEADGARAGE DOOR W/ SAFETY GLAZINGTOP OF WALLEL. 66.00'TOP OF WALLEL. 68.00'GLASS RAILINGSAFETY GLAZING3'-0" MIN.CLEAR CEDAR TRIM @CORNER, STAINALUMINUM FACED ROOFFACIAALUMINUM COPINGCOLOR TO MATCH STUCCOLINE OF STAIRS &LANDINGSBEYOND WALLLINE OF FINSIHGRADELINE OF EXISTINGSIDEWALK INFOREGROUND6"CLEAR CEDAR TRIM @CORNER, STAINCONCRETE RETAINING WALL2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A10Elevations SCALE: 1/4" = 1'-0" REAR (NORTH) ELEVATIONSCALE: 1/4" = 1'-0" SIDE (WEST) ELEVATION59'-5 7/8" CLUB FLOOR90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR80'-5 1/8" MAIN PLATE70'-4 1/8" MAIN FLOOR69'-5 7/8" BASEMENT PLATE61-4 7/8" GARAGE LOWSLAB61-8 7/8"GARAGE HIGH SLAB59'-2" YARD63-2 3/8" SIDEWALK ATWEST EDGE OF DRIVEWAY6' LINE 6' LINE 66.9' AVE FIN GRADE90.9' MAX WALL PLATE61.15' AVE EXIST GRADEEL. 64.60'EL. 57.6FINISHED GRADE,TYP.EXISTING GRADE, TYP.64-8 1/2" SIDEWALK ATEAST EDGE OF DRIVEWAY5%-.9%TOP OF CONCRETE WALLWEST SIDE-66.67'PONY WALL-2%WARPEL. 66.0DRAINTOP OF STEMWALL ATBACK OF GARAGE 62'-0"BACKYARD GRADE AT 59'-2"PATIO AT 59'-5 1/2"STEPS TO ENTRY90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR80'-5 1/8" MAIN PLATE70'-4 1/8" MAIN FLOOR69'-5 7/8" BASEMENT PLATE61-4 7/8" GARAGE LOWSLAB61-8 7/8"GARAGE HIGH SLAB59'-5 7/8" CLUB FLOORSOFFIT AT 7'-0" ABOVEMUDROOM SLABSOFFIT FOR DUCTS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLEEROEEROEEROEEROPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE S/GLS/GLS/GLS/GLS/GLS/GLS/GLEL. 69.00'EL. 64.60'EL. 62.00'GLASS RAILINGSAFETY GLAZINGGLASS RAILINGSAFETY GLAZING3'-0" MIN.LINE OF FINSIHGRADETOP OF CONCRETEFOUNDATION WALLDSDSDS2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A11Elevations FACIA AT EDGEATTACHED TO PEDESTALSTEEL Z-BEAMWALL FRAMED ON STAIRSTRINGER/RAFTERS70'-4 1/8" MAIN FLOOR69'-5 7/8" BASEMENT PLATE90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR80'-5 1/8" MAIN PLATE61-4 7/8" MUDROOM/GARAGELOW SLAB59'-5 7/8" CLUB FLOORBEDROOM 2BATH 2HALLLIVINGCLUB ROOMLAUNDRYPOWDERLOBBYENTRYPORCHROOF DECKHEADERBEAM PERSTRUCTURAL6'-3" 5'-9 1/2"BEAMHEADERBEAM PERSTRUCTURALHEADERBEAMBEAM PERSTRUCTURALLINE OF CANT. 3-1/2"x9" GLB'S8'-1"1'-0 5/8"10'-1"1'-1"10 1/4"8'-1"10'-0"1'-11"10"3'-6"PLYWOOD SHTHG. O/2x6 EACH SIDEOF GLB W/ 1x4 T&G CEDAR SOFFITHEADER9 1/2" TJI RAFTERS11 7/8" TJI RAFTERS9 1/2" TJI JOISTS2'-5 3/4"ENTRY DOORGRADE VARIESSCALE: 1/4" = 1'-0" SECTION'A' - LOOKING EASTSECTION 'B' - LOOKING EASTSCALE: 1/4" = 1'-0" 90'-4 3/4" ROOF SHEATHING70'-4 1/8" MAIN FLOOR81'-5 3/4" UPPER FLOOR69'-5 7/8" BASEMENT PLATE89'-6 3/4" UPPER PLATE80'-5 1/8" MAIN PLATE59'-5 7/8" CLUB FLOOR61-4 7/8" MUDROOM/GARAGELOW SLAB5%-2%DRAIN63-2 3/8" SIDEWALK ATWEST EDGE OF DRIVEWAY66.9' AVE FIN GRADE61.15' AVE EXIST GRADE64-8 1/2" SIDEWALK ATEAST EDGE OF DRIVEWAYWARPEL. 66.0M. BEDROOMDINING4-CAR GARAGEATTIREM. BATHGUESTBEDROOM 4DECKTYPICAL CONCRETE SLAB ON GRADE:-FINISH FLOOR PER PLANS-4" REINFORCED CONCRETE SLAB-R-10 RIGID INSULATION (FULL SLAB)-VAPOR BARRIER PER FOUNDATION PLAN-4" MIN. COMPACTED GRANULAR FILLTYPICAL DECK FLOOR:-PEDESTAL SET PORCELAIN PAVERS PER PLANS-CONT. MEMBRANE ROOFING-RIPPED 2x W/SLOPED PLYWOOD SHEATHING-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-FRAMING PER FRAMING PLAN-1x6 T&G CLR. CEDAR CEILINGTYPICAL INTERIOR WALL:1/2" G.W.B. FINISH2x STUDS PER STRUCT.1/2" G.W.B. FINISHTYPICAL INTERIOR WALL:1/2" G.W.B. FINISH2x STUDS PER STRUCT.1/2" G.W.B. FINISH4" CONCRETE SLAB (SLOPE TO DOORS)O/ GRANULAR FILL3'-0"STEEL BEAM PERSTRUCTURAL11"58" TYPE 'X' GWBTYPICAL FLOOR OVER UNHEATED SPACE:-FINISH FLOOR PER PLANS-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-FRAMING PER PLANS-INSULATION PER COVER SHEET-5/8" TYPE 'X' GWBSTEEL BEAM PERSTRUCTURALGLASS GUARDRAIL PERIRC R312GLASS GUARDRAIL PERIRC R3123'-0"FLOOR OVER UNHEATED SPACE:-FINISH FLOOR PER PLANS-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-FLOOR TRUSSES PER PLANS-INSULATION PER COVER SHEET1x4 CLR. CEDAR T&G SOFFITTYPICAL FLAT ROOF CONSTRUCTION,U.N.O.*:-CONT. MEMBRANE ROOFING-SLOPED RIGID FOAM INSULATION-SHEATHING PER STRUCTURAL NOTES-FRAMING PER PLANS-INSULATION PER COVER SHEET-5/8" GWB CEILING*AT UNVENTED ROOFS WHERE LOCATED PERROOF PLAN: 3" SPRAY FOAM INSUL. @ BOTTOMSIDE OF ROOF SHTG. FILL REMAINDER w/ BATTINSUL. NO PVA PRIMER ALLOWED @UNVENTED ASSEMBLY PER R806.5TYPICAL FLAT ROOF CONSTRUCTION,U.N.O.*:-CONT. MEMBRANE ROOFING-SLOPED RIGID FOAM INSULATION-SHEATHING PER STRUCTURAL NOTES-FRAMING PER PLANS-INSULATION PER COVER SHEET-5/8" GWB CEILINGUPSET BEAM PERTYPICAL EXTERIOR WALL:-SIDING PER ELEVATION-WEATHER RESISTIVE BARRIER -SHEATHINGPER STRUCTURAL NOTES-2X6 STUDS PER STRUCTURAL NOTES-INSULATION PER COVER SHEET-1/2" G.W.B. INTERIOR FINISHTYPICAL EXTERIOR WALL:-SIDING PER ELEVATION-WEATHER RESISTIVE BARRIER-SHEATHING PER STRUCTURAL NOTES-2X6 STUDS PER STRUCTURAL NOTES-INSULATION PER COVER SHEET-1/2" G.W.B. INTERIOR FINISHALUM. FRAME, DUAL GLAZEDMULTISLIDE DOOR W/ FLUSHTHRESHOLD3-COAT STUCCO W/EUROPLAST FINISHALUMINUM CLAD/WOODFRAMED DUAL GLAZEDWINDOWSTEMPERED GLASS GUARDRAIL W/ALUMINUM 'U' BASE SHOE & TOPRAIL CAPTYPICAL FLAT ROOF CONSTRUCTION,U.N.O.*:-CONT. MEMBRANE ROOFING-SLOPED RIGID FOAM INSULATION-SHEATHING PER STRUCTURAL NOTES-FRAMING PER PLANS-INSULATION PER COVER SHEET-5/8" GWB CEILINGTYPICAL FLOOR CONSTRUCTION:-FINISH FLOOR PER PLANS-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-TJI'S PER FRAMING PLAN-1/2" GWB CEILINGKITCHEN ISLANDBEYONDOPEN STAIRSBEYOND3'-0" MIN.FILL VOID W/RIGID INSULATION (R-10 MIN.)TYPICAL DECK FLOOR:-PEDESTAL SET PORCELAIN PAVERS PER PLANS-CONT. MEMBRANE ROOFING-TAPERED RIGID FOAM INSUL.-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-FRAMING PER PLANS-INSULATION PER COVER-1/2" GWB CEILINGALUMINUM CLAD/WOODFRAMED DUAL GLAZEDWINDOWS3'-0" MIN.CONCRETEWALLSTUCCODOORTOMECH.DOORTOMUDROOMDOORTO HALLS/GLS/GL2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A12BuildingSections 70'-4 1/8" MAIN FLOOR69'-5 7/8" BASEMENT PLATE90'-4 3/4" ROOF SHEATHING89'-6 3/4" UPPER PLATE81'-5 3/4" UPPER FLOOR80'-5 1/8" MAIN PLATE61-4 7/8" MUDROOM/GARAGELOW SLAB59'-5 7/8" CLUB FLOOR8'-1"1'-0 5/8"10'-1"1'-1"10 1/4"8'-1"10'-0"1'-11"10"3'-6"PROPERTY LINE PROPERTY LINES/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GLS/GL4-CAR GARAGECLUB ROOMATTIREBATH 2OFFICEMECH.ROOF DECKKITCHENLIVINGDININGS/GLS/GLHALLOPEN TOMASTERBEDROOMTEMPERED GLASS GUARDRAIL W/ALUMINUM 'U' BASE SHOE & TOPRAIL CAPMETAL COPING W/ CONCEALEDFASTENERS O/ FRAMED CURB4" CONCRETE SLAB (SLOPE TO DOORS)O/ GRANULAR FILLTYPICAL CONCRETE SLAB ON GRADE:-FINISH FLOOR PER PLANS-4" REINFORCED CONCRETE SLAB-R-10 RIGID INSULATION (FULL SLAB)-VAPOR BARRIER PER FOUNDATION PLAN-4" MIN. COMPACTED GRANULAR FILLTYPICAL INTERIOR WALL:1/2" G.W.B. FINISH2x STUDS PER STRUCT.1/2" G.W.B. FINISHSTEEL BEAM PERSTRUCTURALSTEEL BEAM PERSTRUCTURAL1'-1"TYPICAL FLOOR OVER UNHEATED SPACE:-FINISH FLOOR PER PLANS-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-FLOOR TRUSSES PER FRAMING PLAN-INSULATION PER COVER SHEET-5/8" TYPE 'X' GWB2x6 STUD WALL PER STRUCTURALW/ INSULATION PER COVER &GWB EA. SIDE (TYPE 'X' @ GARAGE SIDE)TYPICAL EXTERIOR WALL:-SIDING PER ELEVATION-WEATHER RESISTIVE BARRIER-SHEATHING PER STRUCTURAL NOTES-2X6 STUDS PER STRUCTURAL NOTES-INSULATION PER COVER SHEET-1/2" G.W.B. INTERIOR FINISHTYPICAL DECK FLOOR:-PEDESTAL SET PORCELAIN PAVERS PER PLANS-CONT. MEMBRANE ROOFING-TAPERED RIGID FOAM INSUL.-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-TJI'S PER FRAMING PLAN-INSULATION PER COVER-1/2" GWB CEILING66.00'60.00'±68.00'62.00'±ALUMINUM CLAD/WOODFRAMED DUAL GLAZEDWINDOWSTYPICAL FLAT ROOF CONSTRUCTION,U.N.O.*:-CONT. MEMBRANE ROOFING-SLOPED RIGID FOAM INSULATION-SHEATHING PER STRUCTURAL NOTES-FRAMING PER PLANS-INSULATION PER COVER SHEET-5/8" GWB CEILINGTYPICAL FLOOR CONSTRUCTION:-FINISH FLOOR PER PLANS-SHEATHING PER STRUCTURAL NOTES(GLUE & NAIL TO JOISTS)-TJI'S PER FRAMING PLAN-1/2" GWB CEILING11 1/2"SCALE: 1/4" = 1'-0" SECTION'C' - LOOKING NORTH2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A12BuildingSections FINISH GRADEAQUA-BRIC PAVERS BY ADVANCEDPAVEMENT TECHNOLOGY#8 STONE BEDDING LAYER*#57 STONE BASE*#2 STONE SUB-BASE4 OZ. NON-WOVENFILTER FABRICPERMEDGE PICPEDGE RESTRAINT*BEDDING LAYER AND STONE BASE MAYBE COMBINED INTO SINGLE 6" LAYER OF#8 BEDDING STONESPERVIOUS PAVER NOTES1. GENERAL: INSTALLATION MUST BE IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.2. SUBGRADE: COMPACT THE SUBGRADE TO THE MINIMUM NECESSARY FOR STRUCTURAL STABILITY. USE STATIC DUAL WHEEL SMALLMECHANICAL ROLLERS OR PLATE VIBRATION MACHINES FOR COMPACTION. DO NOT ALLOW HEAVY COMPACTION DUE TO HEAVYEQUIPMENT OPERATION. THE SUBGRADE SHOULD NOT BE SUBJECT TO TRUCK TRAFFIC.3. GEOTEXTILE: GEOTEXTILE FABRIC SHALL BE PLACED BENEATH THE RESERVOIR LAYER IN AREAS WHERE SOIL REMAINS SATURATEDPART OF THE YEAR, WHERE THERE IS SOIL FREEZE AND THAW, OR OVER CLAY AND MOIST SILTY SUBGRADE SOILS. THE GEOTEXTILEFABRIC SHOULD PASS WATER AT A GREATER RATE THAN THE SUBGRADE SOILS.4. UNDERDRAIN: PROVIDE AN UNDERDRAIN PIPE WHEN SUBGRADE SOILS ARE POORLY DRAINING OR SOILS REMAIN SATURATED PART OFTHE YEAR.5. AGGREGATE MATERIALS (STONE FILL, LEVELING COURSE, AND BASE/SUB-BASE RESERVOIR LAYER): USE CRUSHED AGGREGATE. CLEANAND WASHED. NO FINES. "OPEN GRADED" ROCK CONTAINING ONLY A SMALL PERCENTAGE OF AGGREGATE IN THE SMALL RANGE. DO NOTUSE ROUND ROCK.• STONE FILL/LEVELING COURSE - ASTM NO. 8 CRUSHED AGGREGATE. MINIMUM 1" TO 2" THICKNESS.• RESERVOIR COURSE - ASTM NO. 57 CRUSHED AGGREGATE. MINIMUM 6" TO 12" THICKNESS DEPENDING ON PERMEABILITY OF THESUBGRADE SOILS.6. LIMITATIONS: THE DESIGN SHALL HAVE NO SURFACE DRAINAGE ONTO THE PAVERS FROM OTHER SURFACES. IF SURFACE DRAINAGECOMES FROM MINOR OR INCIDENTAL PERVIOUS AREAS, THOSE AREAS MUST BE FULLY STABILIZED. SLOPE ADJACENT IMPERVIOUSSURFACES AWAY FROM THE PERMEABLE PAVEMENT TO THE MAXIMUM EXTENT PRACTICABLE. THE MAXIMUM INSTALLED SLOPE ISGENERALLY 5%.7. PROTECTION: AFTER WORK IS COMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING WORK FROM SEDIMENTDEPOSITION AND DAMAGE DUE TO SUBSEQUENT CONSTRUCTION ACTIVITY ON THE SITE8. IMPROPER INSTALLATION: MAY RESULT IN LOSS OF IMPERVIOUS SURFACE EXEMPTION OR MAY REQUIRE RECONSTRUCTION OF THEPAVING SYSTEM.9. INSPECTIONS: THE CONTRACTOR SHALL CALL FOR INSPECTION OF THE SUBGRADE PREPARATION PRIOR TO PLACEMENT OF BASEMATERIAL AND FOR A SUBSEQUENT INSPECTION OF THE BASE MATERIAL PLACEMENT PRIOR TO INSTALLATION OF BLOCKS.10. MAINTENANCE: HOMEOWNERS MUST ADEQUATELY MAINTAIN THEIR PERMEABLE BLOCK PAVEMENTS. OVER TIME, THE SPACE BETWEENTHE PAVERS WILL TEND TO CLOG. CONDUCT PERIODIC VISUAL INSPECTIONS TO DETERMINE IF SURFACES ARE CLOGGED WITHVEGETATION OR FINE GRAIN SOILS. CLOGGED SURFACES SHOULD BE CORRECTED IMMEDIATELY. SURFACES SHOULD BE SWEPT WITH AHIGH-EFFICIENCY OR VACUUM SWEEPER TWICE PER YEAR; PREFERABLY, ONCE IN THE AUTUMN AFTER LEAF FALL, AND AGAIN IN EARLYSPRING. AS LONG AS ANNUAL INFILTRATION RATE TESTING DEMONSTRATES THAT A RATE OF 5 INCHES PER HOUR OR GREATER IS BEINGMAINTAINED, THE SWEEPING FREQUENCY CAN BE REDUCED TO ONCE PER YEAR.SCALE: 3/4" = 1'-0"PERVIOUS PAVERSFOUNDATION DRAINAGE NOTESSCALE: 3/4" = 1'-0"A1494" DIA. PERF. PIPE /WASHED GRAVEL FILL /WRAP W/ FILTER FABRICPER DETAIL 12/A2.1FINISH GRADECONCRETE SLAB ON GRADEO/ RIGID INSULATION PERCOVER SHEET O/ 6 MILVAPOR RETARDERO/ 4" GRANULAR FILLFRAMING & FOUNDATIONDIM.STEMWALL & FOOTINGREINFORCEMENT PERSTRUCTURAL. MIN 3"CLEAR REBAR TO EARTH.PER STRUCT.PER STRUCT.8" MIN. 18" MIN.4" DIA. DOWNSPOUTTIGHTLINE TO APPROVEDDISCHARGE PER DETAIL12/A2.1P.T. SILL W/ ANCHOR BOLTPER STRUCT.PERSTRUCT.PLATE NAILING PERSTRUCT.SIDING PER ELEVATIONS O/NO. 15 ASPHALT SATURATED FELT O/SHEATHING PER STRUCTURAL O/2x6 STUDS PER STRUCTURALINSULATION PER COVER SHEET1/2" GWB INTERIOR FINISHFOUNDATION @ GRADESCALE: 3/4" = 1'-0"A1410FRAMING &FOUNDATION DIM.FOUNDATION @ GARAGESCALE: 3/4" = 1'-0"A1412SLAB-ON-GRADEGARAGEUNHEATEDFLASHING & WEEPS PER IRCR703.6STUCCO SIDINGO/DRAINAGE MAT O/AIR/WATER BARRIERSSHTHG. PER STRUCTURAL O/2x6 STUD WALL PER STRUCT.W/INSUL. PER COVER SHEET &1/2" GWB18" MIN.FINISH GRADECONCRETE SLAB ON GRADE(SLOPE PER PLAN)O/ 10 MIL. VAPOR RETARDER O/ 4"GRANULAR FILL WITH LESS THAN3% FINESEXPANSION STRIPDOWNSPOUT DRAIN PERDETAIL 9A145'-0" MAX.CONCRETE FOUNDATIONWALL, REINFORCING PERPLAN NOTES ANDSTRUCTURAL DETAILSFTG. DRAINAGE PER DETAIL 9/A14SURROUND W/WASHED GRAVEL;WRAP W/FILTER FABRIC.11A14SCALE: 3/4" = 1'-0"SLAB ON GRADECONCRETE SLAB ON GRADE(SLOPE PER PLAN)O/ 10 MIL. VAPOR RETARDER O/ 4"GRANULAR FILL WITH LESS THAN3% FINESDRIVEWAY(SLOPE PER PLAN)EXPANSION STRIPFRAMING & FOUNDATIONDIM.CONCRETE WALL & FTG.REINFORCING PER PLAN NOTES &STRUCTURAL DETAILS, SHEETSD-4SLOPE PER PLANPERSTRUCT.PERSTRUCT.4" DIA. DOWNSPOUTTIGHTLINE TO APPROVEDDISCHARGE (SEE NOTE 2,DETAIL 9/A14)PER STRUCT. 18" (MIN.)FOOTING DRAIN.(SEE NOTE 1, DETAIL 9/A14)GARAGE DOORPROVIDE CUT-OUT FORGARAGE DOOR. VERIFYLOCTION OF BACK OFCUT-OUT WITH DOORMANUF.1"GARAGEFTG. DRAINAGE PER DETAIL 9/A14CONCRETE FTG.REINFORCING PER PLANNOTES AND STRUCTURALDETAILS, SHEET SD-48"6" MIN. COVER GRADEDOWNSPOUT DRAIN PERDETAIL 9/A1412" MIN. CURTAIN DRAIN OF 34" TO 1-1/4"WASHED ROCK. NON-WOVEN GEOTEXTILEFABRIC (MIRAFI 140N OR EQUIV.) SHOULDEXTEND THE FULL HEIGHT OF THE CURTAINDRAIN BETWEEN WASHED ROCK ANDBACKFILL SOIL AND TIE INTO THE FOOTINGDRAIN SYSTEM.FROM TOP OF GRADE TO TOP OFFOOTING, INSTALL DRAINAGE MAT O/WATERPROOFING MEMBRANE SYSTEM.EXTEND FILTER FABRIC LAYER OFDRAINAGE MAT TO FOOTING DRAIN ANDLAP WITH FOOTING DRAIN FILTERFABRIC WRAP.MIN. EARTH TONON-TREATEDWOODFOUNDATION @ GARAGE SIDE WALLSCALE: 3/4" = 1'-0"A148SLAB-ON-GRADEFLASHING & WEEPS PER IRCR703.6FRAMING &FOUNDATION DIM.SLOPING CONCRETE SLAB ON GRADEO/ 10 MIL. VAPOR RETARDERO/ 4" GRANULAR FILL WITH LESS THAN3% FINESCONCRETE RETAININGWALL, REINFORCING PERPLAN NOTES ANDSTRUCTURAL DETAILS1/2" GWB O/ 2x6 STUDS w/BATT INSUL. PER COVERSHEETLINE OF TOP OF CONC. WALL AT REARFINISH GRADE(EL. 66.00')(1) FOOTING DRAINS:PIPE: SMOOTH WALL PERF PIPE, MIN. 4" DIAMETER (PERFS. DOWN.) INSTALL CLEANOUTSAT MAXIMUM 40 FOOT SPACING.BEDDING: CLEAN, WASHED, ROUNDED GRAVEL W/ UNIFORM DIA. BETWEEN 3/4" & 1-1/4".PROVIDE AT LEAST 6-INCHES OF BEDDING ABOVE AND BESIDE FOOTING DRAIN PIPE.FILTER FABRIC: NON-WOVEN GEOTEXTILE EQUIVALENT TO MIRAFI 140N. INSTALLED TOFULLY ENCAPSULATE CLEAN, WASHED ROUNDED GRAVEL.BACKFILL: IMPORTED OR NATIVE SOIL W/ MAX. PARTICLE SIZE OF 4".(SEE COVER SHEET FOR ADDITIONAL INFO.)(2) DOWNSPOUT DRAINS:PIPE: SMOOTH WALL TIGHTLINE PIPE, MIN. 4" DIA. INSTALL CLEANOUTS AT MAXIMUM 40FOOT SPACING. CONNECT TO THE COMMUNITY STORM DRAIN SYSTEM AT A POINT 5 FEETBEYOND AND DOWN GRADIENT FROM THE FOOTING DRAIN SYSTEM.BEDDING: IMPORTED OR NATIVE SOIL W/ MAX. PARTICLE SIZE OF 1-1/2".BACKFILL: IMPORTED OR NATIVE SOIL W/ MAX. PARTICLE SIZE OF 4".(SEE COVER SHEET FOR ADDITIONAL INFO.)SLAB ON GRADETOP OF WALL (EL. 66.67')PERSTRUCT.PERSTRUCT.PERSTRUCT.FOUNDATION @ GARAGE/CLUB ROOMSCALE: 3/4" = 1'-0"A147SLAB-ON-GRADEGARAGEUNHEATEDCLUB ROOMHEATEDTOP OF WALL (EL. 69'-4 38")FOUNDATION @ GARAGE/CLUB ROOMA146SLAB-ON-GRADEFRAMING & FOUNDATIONDIM.FINISH GRADE(EL. 68.00')FOUNDATION @ GARAGE/CLUB ROOMSCALE: 3/4" = 1'-0"A147SLAB-ON-GRADE(1) #4 AT EACH NOSINGAS SHOWN.(1) #4 AT BOTTOM# 4 AT 24" O.C.CONCRETESIDEWALKTREAD NOSING PROFILE1'-0" MIN.SEE PLANSFOR DIM.1"212"1'-6" MIN.6"6"EXTERIOR CONCRETE STAIRSSCALE: 3/4" = 1'-0"A144SLAB-ON-GRADEA141FTG. DRAINAGE PER DETAIL 12/A2.1FROM BOTT. OF CONC. SLAB TO TOP OFFOOTING, INSTALL DRAINAGE MAT o/WATERPROOFING MEMBRANE SYSTEM.EXTEND FILTER FABRIC LAYER OF DRAINAGEMAT TO FOOTING DRAIN AND LAP WITH FOOTINGDRAIN FILTER FABRIC WRAP.12" MIN. CURTAIN DRAIN OF 3/4" TO 1-1/4"WASHED ROCK. NON-WOVENGEOTEXTILE FABRIC (MIRAFI 140N OREQUIV.) SHOULD EXTEND THE FULLHEIGHT OF THE CURTAIN DRAIN BETWEENWASHED ROCK AND BACKFILL SOIL ANDTIE INTO THE FOOTING DRAIN SYSTEM.FTG. DRAINAGE PER DETAIL 12/A2.1SURROUND W/WASHED GRAVEL;WRAP W/FILTER FABRIC.THERMAL BREAK AT SLABPERIMETERFINISH FLOORING O/4" CONCRETE SLAB O/R-10 RIGID INSUL. PER PLANS O/6 MIL VAPOR RETARDER O/4" GRANULAR FILL WITH LESSTHAN 3% FINES.CONCRETE RETAININGWALL, REINFORCING PERPLAN NOTES ANDSTRUCTURAL DETAILSSHEET SD-4SLAB ELEV. - 59'-5 78"SLOPING CONCRETE SLAB ON GRADEO/ 10 MIL. VAPOR RETARDERO/ 4" GRANULAR FILL WITH LESSTHAN 3% FINESTYPE 'X' GWB ON GARAGE SIDE O/ 2xSTUDS PER STRUCTURAL W/INSULATION PER COVER SHEET AND1/2" GWB.2x FRAMING/FURRING FLAT W/R-10 RIGID INSULATIONTOP OF WALL(EL. 62.00')R-10 RIGID INSULATION6" MIN. COVER GRADEDOWNSPOUT DRAIN PERDETAIL 9/A1412" MIN. CURTAIN DRAIN OF 34" TO 1-1/4"WASHED ROCK. NON-WOVEN GEOTEXTILEFABRIC (MIRAFI 140N OR EQUIV.) SHOULDEXTEND THE FULL HEIGHT OF THECURTAIN DRAIN BETWEEN WASHED ROCKAND BACKFILL SOIL AND TIE INTO THEFOOTING DRAIN SYSTEM.FROM TOP OF GRADE TO TOP OFFOOTING, INSTALL DRAINAGE MAT O/WATERPROOFING MEMBRANE SYSTEM.EXTEND FILTER FABRIC LAYER OFDRAINAGE MAT TO FOOTING DRAIN ANDLAP WITH FOOTING DRAIN FILTERFABRIC WRAP.STUCCO SIDING O/ DRAINSCREEN O/ WRBO/1/2" PLYWOOD SHEATHING PERSTRUCTURAL O/2x6 STUDS w/ BATT INSUL.PER COVER SHEET AND 12" GWBFLASHING & WEEPS PER IRCR703.6THERMAL BREAK AT SLABPERIMETERFINISH FLOORING O/4" CONCRETE SLAB O/R-10 RIGID INSUL. PER PLANS O/6 MIL VAPOR RETARDER O/4" GRANULAR FILL WITH LESS THAN 3%FINES.SLAB ELEV. - 59'-5 78"THERMAL BREAK AT SLABPERIMETERFINISH FLOORING O/4" CONCRETE SLAB O/R-10 RIGID INSUL. PER PLANS O/6 MIL VAPOR RETARDER O/4" GRANULAR FILL WITH LESSTHAN 3% FINES.SLAB ELEV. - 59'-5 78"111 2"1'-512"KITCHENFINISH FLOORING PER PLANSO/ PLYWOOD SHEATHINGPER STRUCTURAL O/FRAMING PER STRUCTURAL& 58" GWB CEILINGHEATEDSUBFLOOR ELEV. - 70'-4 18"CLUB ROOMHEATED2x FRAMED SOFFIT W/ GWBSOLID BLOCKING PERSTRUCTURAL & INSULATIONPER COVERFTG. DRAINAGE PER DETAIL 9/A14CONCRETE FTG.REINFORCING PER PLANNOTES AND STRUCTURALDETAILS, SHEET SD-4CLUB ROOMHEATEDLAUNDRYHEATEDSLAB ELEV. - 61'-4 78"NOSING: 3/4" MIN.1 1/2" MAX16D @ 8" O.C.2X4 THRUST BLOCK10" MIN.TREADRISER MAX. 7 3/4" ABOVE TREAD NOSING 34" TO 36"PROTECT WALLS AND UNDERSIDE OFSTAIRS IN ENCLOSED SPACES UNDERSTAIRS W/ 1/2" GWBPER IRC R302.72X4 CONTINUOUS FIRE BLOCKING @2X4 NAILER AS REQUIREDMIDPOINT OF EACH RUNFIRE BLOCKING REQUIREDALONG STRINGER(3) 2x12 STRINGERSBETWEEN EACH STUD3 1 / 2 " M I N .HANDRAIL GRIPS: 1 1/4" MIN., 2" MAX. DIAM., 4" MIN., 6 1/4"MAX. CIRCUM. HANDRAIL MUST BE CONTINUOUS FOR FULLLENGTH OF STAIR BUT MAY TERMINATE AT NEWEL POSTOVER THE LOWEST TREAD. ENDS OF HANDRAIL SHALLRETURN TO WALL OR NEWEL POST. HANDRAIL MUSTRESIST 200 LB. POINT LOAD IN ANY DIRECTION. OPENHANDRAIL MEMBERS SPACED TO NOT ALLOW PASSAGE OF4" SPHERE EXCEPT TRIANGULAR OPENING BETWEENBOTTOM MEMBER AND STAIR TREAD MUST NOT ALLOWPASSAGE OF 6" SPHERE6'-8" MIN. HEADROOMINTERIOR STAIR - CLOSED RISERSSCALE: 3/4" = 1'-0"A143SLAB-ON-GRADE2x FRAMING/FURRING FLAT W/R-10 RIGID INSULATION2x4 STUD WALL PER STRUCTURALW/ 12" GWB EA. SIDEFINISH FLOORING O/4" CONCRETE SLAB O/R-10 RIGID INSUL. PER PLANS O/6 MIL VAPOR RETARDER O/4" GRANULAR FILL WITH LESS THAN 3%FINES.R-10 RIGID INSULATIONCONCRETEWALL,FOUNDATIONSREINFORCING PER PLANNOTES AND STRUCTURALDETAILS SHEET SD-42910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A14FoundationDetails TYPICAL OPEN TREAD STAIRSCALE: 3/4" = 1'-0"A2.11HANDRAILS ARE CONTINUOUSFOR THE FULL LENGTH OFTHE FLIGHT. HANDRAILS MAYBE INTERRUPTED BY A NEWELPOST AT A TURN.HANDRAIL ENDS RETURNEDTO THE WALL ORTERMINATED IN NEWELPOSTS OR SAFETYTERMINALSWALLHANDRAIL GRIPS: 1 1/4" MIN., 2" MAX.DIAM., 4" MIN., 6 1/4" MAX. CIRCUM.HANDRAIL MUST BE CONTINUOUS FORFULL LENGTH OF STAIR BUT MAYTERMINATE AT NEWEL POST OVER THELOWEST TREAD. ENDS OF HANDRAILSHALL RETURN TO WALL OR NEWELPOST. HANDRAIL MUST RESIST 200 LB.POINT LOAD IN ANY DIRECTION. OPENHANDRAIL MEMBERS SPACED TO NOTALLOW PASSAGE OF 4" SPHERE EXCEPTTRIANGULAR OPENING BETWEENBOTTOM MEMBER AND STAIR TREADMUST NOT ALLOW PASSAGE OF 6"SPHERE.NOSING 3/4" MIN. TO 1 1/4" MAX.10" MIN. TREADSTRINGER PER STRUCT.ATTACHMENT PERSTRUCT.BEAM PER STRUCT.TREADS PER PLAN4" SPHERE SHALL NOTPASS THROUGH34" TO 38" 7 3/4" MAX RISER 6" SPHERE SHALL NOTPASS THROUGH4" MAX. ABOVE TREAD NOSING 6'-8" MIN. HEADROOM VENTED (1" MIN.) METALTRIM. COLOR TO MATCHSTUCCOTYPICAL ROOF OVERHANG/SOFFITA159ROOF DECK AT ROOF INTERIORA1510ROOF DECK AT WALLA146METAL CAP FLASHING W/DRIP & CONCEALEDFASTENERSWRAP ROOFING MEMBRANEUP AND OVER CURBSTUCCO SIDING O/DRAINSCREEN O/ WRB O/SHEATHING PERSTRUCTURALSINGLE PLY PVC ROOF MEMBRANEO/ SLOPED (1/4":1'-0" MIN.) ROGODFOAM O/ SHEATHING PERSTRUCTURAL O/ ROOF FRAMINGPER STRUCTURALROOF DRAIN & OVERFLOW DRAINCONNECT TO DOWNSPOUTSWHERE SHOWN ON PLANS AND TOAPPROVED DRAINAGE SYSTEMMETAL EDGEMETAL DRIPSTUCCO SIDING O/ WRB O/SHEATHING PERSTRUCTURAL W/METAL EDGE3" SPRAY FOAM INSUL. @BOTTOM SIDE OF ROOFSHEATHING. COMPLETELY FILLREMAINDER OF JOIST CAVITYw/BATT INSULTYPICAL WALL ASSEMBLY:SIDING PER ELEVATION/WEATHER RESISTIVE BARRIER/SHEATHING PER STRUCT./FRAMING PER STRUCT. /INSULATION PER COVER SHEET/1/2" G.W.B. INTERIOR FINISH1'-958"81 2"SOLID BLOCKING/FILL ATPARAPET9 6 °238"2'-0" MAX.63 8"STEEL Z-BEAMWALL FRAMED ON STAIRSTRINGER/RAFTERSBEAMHEADERLINE OF CANT. 3-1/2"x9" GLB'SPLYWOOD SHTHG. O/2x6 EACH SIDEOF GLB W/ 1x4 T&G CEDAR SOFFIT2'-5 3/4"3'-0" MIN.238"63 8" 2910 1st Ave South, Suite 201 Seattle. WA. 98134 206.443.1181 mccullougharchitects.com UNPUBLISHED WORK 2020 © McCullough Architects A New Residence @ 912 N. 37th Street Renton, Washington Civil Site Plan Date: Job No: Project No: Drawn: Approved: 3 Dec 2020 912 37th 20-001 DRS APM Revisions Owner Bylington Dev. 2014.MM.DD Comment.A15FramingDetails