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21-102423-Plan Set-06-16-2021-V1NEW SPECIFICATION RESIDENTIAL 9 -is D F�MMA& 3rip i lic PROJECT TEAM ARCHITECT TDSA ARCHITECTURE 29607 4TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 CONTACT: TERRY SMITH (253) 740-6742 EMAIL: TSMITH@TDSAARCHITECTURE.COM STRUCTURAL PB STRUCTURES PETE BLAKELY 425-691-0443 PROPERTY LEGAL DESCRIPTIONS PARCEL NUMBER: 785360-0006 LEGAL DESCRIPTION: SOLANO HEIGHTS ADD PCL B FEDERAL WAY BLA# 17-104403- 00-SU REC# 20180302900001 SD SP LOC IN LOTS 1-2 OF SD ADD PLat Block: Plat Lot: 1-2 GENERAL PROJECT SCOPE OF WORK NEW TWO STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE ON SINGLE PARCEL DRAWING INDEX T-1.0 PROJECT INFORMATION & SITE PLAN C-1 Demo / TESC / CSWPP C-2 Drainage Site Plan A-1.0 ARCHITECTURAL REFERENCE A-2.0 FIRST FLOOR PLAN A-2.1 SECOND FLOOR PLAN A-2.2 ROOF PLAN A-3.0 DOOR & WINDOW SCHEDULES A-3.1 EXTERIOR ELEVATIONS 3-3.2 EXTERIOR ELEVATIONS A-4.0 BUILDING SECTION - A S-1.0 STRUCTURAL NOTES S-2.1 FOUNDATION/FLOOR FRAMING PLAN & DETAILS S-2.2 SECOND FLOOR FRAMING PLAN & DETAILS S-2.3 ROOF FRAMING PLAN & DETAILS S-5.1 DETAILS UILDERS UP FNV PROJECT SUMMARY SITE ADDRESS XXX S 308TH ST. FEDERAL WAY, WASHINGTON 98003 SITE OWNER ACADIA BUILDERS GROUP BUILDING CODE INFORMATION JURISDICTION: CITY OF FEDERAL WAY BUILDING CODE: IRC 2018, 2018 WS ENERGY CODE OCCUPANCY CLASSIFICATION: R-2 CONSTRUCTION CLASSIFICATION: TYPE V NON RATED ZONE: RM3600 FRONT SETBACK SIDE SETBACK REAR SETBACK MAXIMUM HEIGHT MAXIMUM IMPERVIOUS LOT SIZE: NEW STRUCTURE LIVING ATTACHED GARAGE COVERED ENTRY COVERED PATIO TOTAL 20' 5' 5' 30' 60% = 5,429 9,049 SF 3,138 SF 706 SF 90 SF 177 SF 4,111 SF VICINITY MAP NO SCALE PARCEL 785360-00 SEE CIVIL DRAWINGS FOR SI- DRAINAGE LOT COVERAGE COVERAGE IMPERVIOUS = 4,038 SF FEATURES SHOWN ON THIS ARCHITECTURAL SITE PLAN ARE BASED ON ROUGH FIELD TAPE MEASUREMENTS AND USE OF COUNTY MAPS FOR THE APPROXIMATE LOCATION OF BASIC SITE FEATURES AND IS NOT A LEGAL SURVEY. AN OFFICIAL LICENSED SURVEY MUST BE PROVIDED SHOULD MORE ACCURATE SITE INFORMATION BE REQUESTED OR REQUIRED. THESE FEATURES WOULD BE, BUT NOT LIMITED TO, EXISTING PROPERTY LINES, STRUCTURES, UTILITIES, TREES, AND OTHER SIGNIFICANT SITE FEATURES. 0' 10 20' Y Y Y SCALE IN FEET 480' CITY OF FEDERAL WAY COMMUNI-MR9EVE-LSOPMENT RE S 308TH ✓E S TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703MSMITH STATE OF WM1 WOH A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-RO10 I NO. DATE ISSUE I 1 03/31 /21 PLAN - A 2 04/07/21 PLAN - B 3 04/14/21 PLAN - C 4 06/07/21 PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAY NOT BE DUPLICATED, USED OR DISCLOSED WITH OUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE PROJECT INFORMATION & SITE PLAN SHEET NUMBER 1100 FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 01/26/2021 FIGURE D.2.1.4.A STABILIZED CONSTRUCTION ENTRANCE STABILIZED ENTRANCE PER CONSTRUCTION KCSWDM C.3.1 S 308TH ST PROPERTY LINE 60.0' ALL EXPOSED SOILS TO BE STABILIZED THROUGH MULCHING WHEN NOT BEING WORKED PER KCSWDM C.3.2 PARCEL 785360-0008 PARCEL 785360-0006 PROPERTY LINE 40.0' PARCEL 785360-0010 PROTECT EXISTING CATCH BASIN PER KCSWDM D.2.1 (TYP.) N NEAREST FIRE HYDRANT SE CORNER OF S 308TH ST & 20TH AVE S Silt fence to encompass all cleared areas. IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS LIATCC. 4"- 8" QUARRY SPALLS GEOTEXTILE 12" MIN. -' THICKNESS • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. 2016 Surface Water Design Manual - Appendix D 4/24/2016 D-43 FIGURE D.2.1.3.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"X2" BY 14 Ga. WIRE OR - EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 'If'U MAX. �- MINIMUM 4"x4" TRENCH I I POST SPACING MAY BE LJ INCREASED TO 8' IF LJ BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED `11�OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE 4/24/2016 SECTION D.2.1 ESC MEASURES 2016 Surface Water Design Manual - Appendix D D-34 FIGURE D.2.1.5.E FILTER FABRIC PROTECTION STANDARD STRENGTH FILTER FABRIC CATCH BASIN GRATE // NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. �z FIGURE D.2.1.5.F CATCH BASIN INSERT CATCH BASIN //- GRATE SOLID OVERFLOW WALLS FILTER MEDIA FOR DEWATERING POROUS BOTTOM FIR ° NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. CITY OF FEDERAL WAY - STANDARD PLAN NOTES 4k CITY OF EROSION/SEDIMENTATION CONTROL NOTES Federal Way 1. Approval of this Erosion/Sedimentation Control (ESC) Plan does not constitute an approval of permanent road or drainage design (i.e. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (i.e. additional sumps, relocation of ditches and silt fences, etc.) as needed for unexpected storm events. 6. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. 7. Any area stripped of vegetation, including roadway embankments, where no further work is anticipated or a period of 2 days (wet season) or 7 days (dry season), shall be immediately stabilized with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.) 8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15 days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 24 hours following a storm event. 10. At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 11. Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the duration of the project. 12. Wet season requirements as described in Appendix D, Section D.2.4.2 of the KCSWDM are in effect beginning October 1 through April 30. 13. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration or dispersion system, the facility shall not be used as a temporary settling basin. No underground detention tanks or vaults shall be used as a temporary settling basin. 14. Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (i.e. annual or perennial rye applied at approximately 80 pounds per acre). 15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. 16. Management practices providing significant tree protection shall be provided per Section 19.120 of FWRC. SAMPLE CONSTRUCTION SEQUENCE I. Before any construction or development activity, a preconstruction meeting must be held between the City of Federal Way, the applicant and applicant's construction representative. 2. Flag clearing limits. 3. Install stabilized construction entrance. 4. Install filter fabric fence as indicated on plan. 5. Install offsite catch basin protection. 6. Construct sediment trap/pond. 7. Clear and grub areas of the site to be rough graded or filled. 8. Install interceptor swales/berms and check dams. 9. Rough grade site and install storm conveyance system and retention/detention facilities. Provide inlet protection where indicated. 10. Install remaining utilities and building. 11. Finish grade site and construct asphalt parking areas, access drives, sidewalks, curbs and gutters. 12. Complete site stabilization in accordance with landscape plans. 13. Clean storm drainage system, on and off site, of all sediment and debris. 14. Remove temporary erosion control facilities when site is completely stabilized. SEE C2 FOR DRAINAGE SITE PLAN Acadia Builders Group FW 308 -- Revisions: P.L. 2.45' Site Address: 18XX S 308th St - R E C E N I -Li C PROPERTY LINE 20.0' Jurisdiction: Federal Way of 1 0 10 20 Parcel No.: 785360-0006 Interlaken Engineering and Design, PLLC Demo/ TESL/ CSWPP Feet Applicant: Acadia Builders Group Seattle, WA 1 (206) 470-9572 Jun 25 2021 Permit No.: Interlaken Project No.: SEA-21-047 www.interlakenengineering.com Scale: 1 10' rnMMI INITV nl=VF1 CIPMFAIT Driveway connection to S 308TH St shall be asphalt, per City standards. Asphalt driveway and storm drain connection require a City Right of Way Permit. Contact the right of way permit technician at (253) 835-2751 for permit application requiements 308TH ST ............... ............... ......... .......... ............... ............ .............. .................. ........ ............... ............... 2' CRUSHED ROCK OR XTENPED BASE COURSE TRANSITION ZONE TO FACILITATE SHEET FLOW DI PERSION 4" PVC @ 1.5% (TYP.) DOWNSPOUT RIM = 484.25 I NV. = 483.50 0 DOWNSPOUT SDCO RIM = 484.00 I NV. = 482.75 G CONNECT TO EXISTING CATCH BASIN MATCH EXISTING INVERT CONTRACTOR TO VERIFY CB DEPTH 6" PVC @ 1.0% 19' PERFORATED PIPE CONNECTION PER FIG C.2.11.A 6" PVC 1� N @ 1 .0% FIGURE C.2.11.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE ' 6" MIN. 18" MIN. i RANDOM FILL FILTER FABRIC 6" PERFORATED PIPE -1 2" - 4" WASHED ROCK 24" MIN. v TRENCH X-SECTION NTS DOWNSPOUT RIM = 484.25 INV. = 483.50 4/24/2016 0 20 10 Feet SLOPE PLAN VIEW OF ROOF NTS ► TO ROAD DRAINAGE SYSTEM 2' x 10' LEVEL TRENCH MPERFORATED PIPE 2016 Surface Water Design Manual - Appendix C C-106 CITY OF FEDERAL WAY - STANDARD PLAN NOTES General Notes 1. Proof of Liability insurance shall be submitted to the City prior to Pre -construction meeting. 2. All construction shall be in accordance with the Federal Way Revised Code (FWRC), applicable ordinances, and the City Council conditions of project approval. These documents are supplemented by the most recent version of the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT/APWA), the King County Road Standards (KCRS), and the King County Surface Water Design Manual (KCSWDM). It shall be the sole responsibility of the applicant and the Professional Engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to the City of Federal Way. 3. The design elements within these plans have been reviewed according to the Federal Way Engineering Review Checklist. Some elements may have been overlooked or missed by the City Engineering Plan Reviewer. Any variance from adopted standards is not allowed unless specifically approved by the City of Federal Way, prior to construction. 4. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (i.e. domestic water conveyance, sewer conveyance, gas, electricity, etc.) 5. Before any construction or development activity, a Preconstruction Meeting must be held between the City of Federal Way, the applicant, and the applicant's construction representative. 6. A signed copy of these approved plans must be on the job site whenever construction is in progress. 7. On -site construction noise shall be limited as per FWRC (Section 19.105.040); normally this is 7:00 a.m. to 8:00 p.m., Monday through Friday, and 9:00 a.m. to 8:00 p.m. on Saturdays. 8. Right -of -Way construction is allowed 8:30 a.m. to 3:00 p.m. Monday through Friday. Written authorization to work outside of these hours must be granted by the Public Works Director. 9. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road right-of-way. 10. Franchised utilities of other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all City requirements and the requirements of KCRS Chapter 8 are submitted to the City of Federal Way at least three days prior to construction. 11. Vertical datum shall be KCAS or NGVD-29. 12. Groundwater system construction shall be within a right-of-way or appropriate drainage easements, but not underneath the roadway section. All groundwater systems must be constructed in accordance with the WSDOT/APWA Standard Specifications. 13. All utility trenches in the right-of-way shall be backfilled 5/8" crushed rock and compacted to 95% density. When trench width is 18 inches or less, and is within the traveled way, trench will be backfilled with control density fill (self -compacted flowable fill) as defined by WSDOT 2-09.3(1)E. The aggregate will be 3/8-inch minus. 14. All roadway subgrade shall be backfilled and compacted to 95% density in accordance with WSDOT 2-06.3. 15.Open cutting of existing roadways is not allowed unless specifically approved by the Public Works Director and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8.03(B) 3. 16. The contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of the WSDOT Standard Specifications 1-07.23 - Traffic Control, shall apply. 17. Contractor shall provide and install all regulatory and warning signs per the latest edition of Manual on Uniform Traffic Control Devices. 18. All utilities shall be adjusted to final grade after paving asphalt wearing course. 19. Rockeries are considered to be a method of bank stabilization and erosion only. Rockeries shall not be constructed to serve as retaining walls. All rockeries shall be constructed in accordance with CFW Drawing Numbers 3-22, 3-23. Rockeries may not exceed six feet in height for cut sections or four feet in height for fill sections unless designed by a geotechnical or structural engineer licensed in the state of Washington. DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to the City prior to the Preconstruction Meeting. 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-08.3(1). This shall include leveling and compacting the trench bottom, the top of foundation material, and required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. 3. Steel pipe shall be galvanized and have Asphalt Treatment #1 or better inside and outside. 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. 5. All catch basin grates shall conform to CFW Drawing Numbers 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 or 4-10. 6. All driveway culverts located within the right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slopes. 7. Rock for erosion protection of ditches, channels and swales, where required, must be of sound quarry rock, placed to a depth of one foot and must meet the following specifications: 4%8" rock/40%-70% passing; 2"-4" rock/30%-40% passing; and -2" rock/10%-20% passing. Installation shall be in accordance with KCRS Drawing Number 7-024 or as amended by the approved plans. Recycled asphalt or concrete rubble shall not be used. 8. Lots not approved for infiltration shall be provided with drainage outlets (stub -outs). Stub -outs shall conform to the following: A. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. B. Outlets on each lot shall be located with a five-foot high, 2 x 4 stake marked "Storm". The stubout shall extend above surface level, be visible and be secured to the stake. C. Pipe material shall conform to underdrain specifications described in KCRS 7.03 and, if nonmetallic, the pipe shall contain wire or other acceptable detection. D. Drainage easements are required for drainage systems designed to convey flows through individual lots. E. The applicant/contractor is responsible for coordinating the locations of all stub -out conveyance lines with respect to the utilities (i.e. power, gas, telephone, television). F. All individual stub -outs shall be privately owned and maintained by the lot homeowner. 9. The City does not allow tap -in or cut -in tees on mains for individual lot drainage. SEE C1 FOR TESC/ CSWPPP Acadia Builders Group FW 308 Site Address: 18XX S 308th St Jurisdiction: Federal Way Parcel No.: 785360-0006 Applicant: Acadia Builders Group Permit No.: Interlaken Project No.: SEA-21-047 -- = =- RECE Jun 25 2021 Revisions: C2 Drainage Site Plan Interlaken Engineering and Design, PLLC Seattle, WA 1 (206) 470-9572 www.interlakenengineering.com Scale: 1 11 = 10' rnMMI INITV nl=VF1 r)PMFAIT 2018 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE COMPLIANCE TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTe CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factorb 0.30 Skylightb U-Factor 0.50 Ceiling R-Value' 49 21 int • Wood Frame Walls,h R-Value Floor R-Value 30 Below-Grade`,h Wall R-value 10/15/21 int + 5TB • • Slab'" R-Value & Depth 10, 2 ft For SI: 1 foot = 304.8 mm, ci = continuous insulation, int = intermediate framing. a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "l0115/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10115121 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. h. Int. intermediate framing) denotes framing and insulation as described in Section A103.2.2 including � 9) g 9 standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. ENERGY CREDITS - 6 HEATING OPTIONS 2 HEAT PUMP ENERGY OPTIONS 1.2 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE F FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.20 3.1 ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% OR ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90%. 2 5.6 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM UEF OF 2.9 AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. EQUIPMENT SHALL MEET SECTION 4, REQUIREMENTS FOR ALL UNITS, OF THE NEEA STANDARD ADVANCED WATER HEATING SPECIFICATION WITH THE UEF NOTED ABOVE OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION AND UTILIZING A SPLIT SYSTEM CONFIGURATION WITH THE AIR -TO -REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. 5 7.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER - ENERGY STAR RATED REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED WASHING MACHINE - ENERGY STAR RATED DRYER- ENERGY STAR RATED, VENTLESS DRYER WITH MINIMUM CEF RATING OF 5.2 AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT PERMITTED TO BE INSTALLED IN THE DWELLING UNIT. ENERGY CODE 7.1 APPLIANCES WHIRLPOOL 36-INCH WIDE FRENCH DOOR REFRIGERATOR - 25 CU. FT. WRX735SDHZ, ENERGY STAR RATED LG DISHWASHER WM9000H*A ENERGY CERTIFIED WHIRLPOOL - WHD560CH** : WHD560CH** VENTLESS CLOTHES DRYER, ENERGY CERTIFIED, CEF 5.2 WHIRLPOOL CLOTHES WASHER Model #WFW5620HW ENERGY CERTIFIED NOTES: 1. THE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN S OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 2. AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES PER HOUR AND SHALL BE TESTED AS SUCH. A WRITTEN REPORT OF THE TEST RESULTS, SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO CALL FOR FINAL INSPECTIONS. THE AIR LEAKAGE TEST RESULT SHALL BE DOCUMENTED ON THE FORM WHICH IS AVAILABLE ON-LINE AT: 3. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. 4. ALL NEW FENESTRATION TO BE NFRC CERTIFIED IRC 2018 MECHANICAL VENTILATION M1505.3 EXHAUST EQUIPMENT. EXHAUST EQUIPMENT SERVING SINGLE DWELLING UNITS SHALL BE LISTED AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA 210-ANSI/ASHRAE 51. M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. M1505.4.1 SYSTEM DESIGN. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. M1505.4.2 SYSTEM CONTROLS. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. M1504.3 EXHAUST OPENINGS. AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1. NOT LESS THAN 3 FEET (914 MM) FROM PROPERTY LINES. 2. NOT LESS THAN 3 FEET (914 MM) FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINDOWS AND DOORS. 3. NOT LESS THAN 10 FEET (3048 MM) FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE EITHER OF THE FOLLOWING APPLY: 3.1. THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET (914 MM) ABOVE THE AIR INTAKE OPENING. 3.2. THE EXHAUST OPENING IS PART OF A FACTORY -BUILT INTAKE/EXHAUST COMBINATION TERMINATION FITTING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND THE EXHAUST AIR IS DRAWN FROM A LIVING SPACE. 4. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.6 VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 X TOTAL SQUARE FOOT AREA OF HOUSE) + [7.5 X (NUMBER OF BEDROOMS + 1)] EQUATION 15-1 EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1505.4.3(1) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3(2). M1505.4.4 LOCAL EXHAUST RATES. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIRFLOW RATE DETERMINED IN ACCORDANCE WITH TABLE M1505.4.4. TABLE M1505.4.4 AREA TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS MECHANICAL EXHAUSTCAPACITY OF BATHROOMS -TOILET ROOMS 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS TABLE M1505.4.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (SF) NUMBER OF BEDROOMS 0-1 2-3 4-5 6-7 >7 AIRFLOW IN CFM 30 45 60 75 90 <1,500 1,501 -3,000 45 60 75 90 105 3,001 - 4,500 60 75 90 105 120 4,501 - 6,000 75 90 105 120 135 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. ABLE M1505.4.3(2) INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS a, b RUN-TIME PERCENTAGE IN EACH 4-HOUR SEGMENT 25% 33% 50% 66% 75% 100% FACTOR (A) 4 3 2 1.5 1.3 1.0 A. FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION. B. EXTRAPOLATION BEYOND THE TABLE IS PROHIBITED. O R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 % INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 % INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF -CLOSING OR AUTOMATIC -CLOSING DEVICE. R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. R302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. STAIRS R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 31'/z INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.2 HEADROOM. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. EXCEPTIONS 1. WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN 4'4 INCHES (121 MM). 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.3 VERTICAL RISE. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 INCHES (3835 MM) BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.4 WALKLINE. THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL ENTERING AND EXITING THE TURN. THE WALKLINE SHALL BE LOCATED 12 INCHES (305 MM) FROM THE INSIDE OF THE TURN. THE 12-INCH (305 MM) DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE. WHERE WINDERS ARE ADJACENT WITHIN A FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE A DJACENT WINDERS SHALL BE USED. R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 7'/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN % INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. AT OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. EXCEPTIONS: 13HE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. 23HE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.5.2 TREADS. THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN % INCH (9.5 MM). R311.7.5.2.1 WINDER TREADS. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES (152 MM) AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN % INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN % INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.5.3 NOSINGS. NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT GREATER THAN '/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 1'/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN % INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION AND SECTION R507.2.2. R311.7.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED. FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES (914 MM). EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. R311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE) R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 13HE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (965 MM). R311.7.8.2 HANDRAIL PROJECTION. HANDRAILS SHALL NOT PROJECT MORE THAN 4% INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY. EXCEPTION: WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 6'/z INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. R311.7.8.3 HANDRAIL CLEARANCE. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1'/z INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. R311.7.8.4 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. EXCEPTIONS 1. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST TREAD. 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. R311.7.8.5 GRIP SIZE. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASP -ABILITY. 1.TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1'/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 6'/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE THAN 2'/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2.TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6'/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN'/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN Y. INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN % INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 1'/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 1'/4 INCHES (32 MM) AND NOT MORE THAN 2'/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 13HE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (965 MM). R311.7.8.2 HANDRAIL PROJECTION. HANDRAILS SHALL NOT PROJECT MORE THAN 4% INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY. EXCEPTION: WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 6'/z INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. R311.7.8.3 HANDRAIL CLEARANCE. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1'/z INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. R311.7.8.4 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. R311.7.8.5 GRIP SIZE. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASP -ABILITY. 1.TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1'/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 6'/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE THAN 2'/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). MAXIMUM 3-7/8" 1 %4' DIA. MIN. HANDRAIL, CONTINUOUS FOR FULL LENGTH OF STAIR (NOTE: HANDRAIL GRIP SIZE PER S.R.C. R311.7.7.3) HANDRAILS PER S.R.C. R311.7.7 SIMPSON A35 @ EA. SIDE OR LS70 ON ONE SIDE ROOF NOTES R806.1 VENTILATION REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND ''/4INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN INCH (6.4 MM) SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: 1.IN CLIMATE ZONES 6,7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. R806.3 VENT AND INSULATION CLEARANCE. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1-INCH (25 MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. R806.4 INSTALLATION AND WEATHER PROTECTION. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R703.1. ROOF ROOF NET FREE AREA (NFA) REQUIRED: INTAKE NFA REQUIRED: EXHAUST NFA REQUIRED: Vi, IN. • 33 MIL CONT STRAP LAP 12 IN. WITH - 4 NO. 5 SCREWS WHERE SPLICE REQUIRED SCREW THROUGH ROOF SHEATHING TO STRAP NO. 8AT8IN. O.C. SHADE DAREA INDICATES CLOCKING CREAK SHAPE AT 12 FTO.C. 43 MIL SCREWS THROUGH STRAP - BLKG LENGTH ROOF TO BLKG AND BLKG TO TOP REQUI RED TO SLOPE O F WA ILL TRAC K F LAN GE LAP WA LL TRAC K NO. 8 AT 8 IN. O.C. FLANGE A MIN. TOP IV. IN TRAC K NOTE: BLKG SHALL+ _ BE PERMITTED TO -- BE ATTA C H ED TO OUTSIDE FACE OF SHEATHING OR PREFERABLY DIRECTLY TO TRACK FLANGE PRIOR TO SHEATHING PLAC EM E NT AS S HOWN 750SF/150=5.0SF(720SI) 5.0SF/2=2.5SF(360SI) 5.0SF/2=2.5SF(630SI) R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. THE ROUGH -FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER LOCATION WITH READY ACCESS. WHERE LOCATED IN A WALL, THE OPENING SHALL BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM WIDE BY 762 MM HIGH). WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 MM) AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. BALUSTERS TOLJq � CONFORM TO (0 O I.R.C. R312.3 w ih 3/4" PLYWOOD OR O ? UNFINISHED Q HARDWOOD 10" MIN. y BELOW STAIR INSTALL TREAD X iV %2" G.W.B. @ CEILING & WALLS W L M STRINGERS PER PLAN FIRE BLKG @MID SPAN 2x4 THRUST BLOCK 16d @ 4" O.C. NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE (3) 8d TOE NAILS @ THAN 3/" (PER I.R.C. STRINGER TO THRUST FLOOR FRAMING OR R311.7.4.1 & R311.7.4.2) BLOCK CONCRETE SLAB INTERIOR STAIR - TYPICAL (SEE PLAN FOR LAYOUT) 2 EXTERIOR STAIR -SIMILAR APPROVAL STAMPS Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 wwW. tdsaarchitecture. corn Z67703 RE TREAD ITECT SMITH STATE OF WASHIII Tt>wf A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-RO10 I NO. DATE ISSUE I 1 2 3 4 03/30/2021 04/13/2021 04/22/2021 06/07/2021 PLAN - A PLAN - B PLAN - C PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAYNOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE ARCHITECTURAL NOTES FSHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 O UD PARTIAL ELEVATION 2 A-3.1 oN V N 0 bo N SIN O —7N O bo 18'-91 Provide steel bollard to protect from vehicle damage per 1 RC M 1307.3.1 SEE ENERGY CODE NOTES ON SHEET A-1.0 FOR APPLIANCES ELEVATION 4 A-3.2 50' HEAT PUMP TO HAVE INTEGRATED WHOLE HOUSE VENTILATION SYSTEM PER CODE NOTES ON SHEET A-1.0 SEE ENERGY CODE NOTES ON SHEET A-1.0 FOR TER HEATER &FURNACE FURNACE UPPERS r — — — — — — — — — COUNTER — — J I — — — — I DOUBLE OVENS — — cV UPPERS — — — — — — — — — — — — — — COUNTER I I o , KF - J KITCHEN I M PANTRY o F 8 I (JD I STORAGE bo M O N SHELVING w c� I 1 w — LANDING I NV 0) 1 4' - 6'-3" co 3'-92 I i I i I LO CLOSET I rn DINING I O I 6 I T 2., I I I O �6'� I LIVING I O GARAGE SIN CD 3 V-21 7._9„ 6._82„ COVERED PATIO CONCRETE SLAB, O PROVIDE POSITIVE 4 I SLOPE TO LANDSCAPING ICN io POWDER F I TYPICAL 4'-62" 4'-42" T-22" V-6" 12' - 20'-11 " 6'-9" 24' 42' 3 1. �t3j.2 ELEVATION [MR87 [FLOOR IPLAN FOYER 0 3' COVERED PORCH 7 DEN 14'-4" 11450 SF LIVING TOTAL LIVING AREA FOR PLAN A = 31120 SF bo CV 656 SF GARAGE CO CONCRETE SLAB, PROVIDE POSITIVE j_ SLOPE TO O LANDSCAPING CD ELEVATION ;(X 1 A-3.1 PLAN LEGEND --------------- DOOR REFERENCE, SEE SCHEDULE A-3.0 O WINDOW REFERENCE, SEE SCHEDULE A-3.0 KF KITCHEN EXHAUST FANS; 300 CFM, 2.0 SONES OR BETTER NOISE LEVEL. + BATH EXHAUST FANS; 80 CFM, 1.0 SONES SD SMOKE DETECTOR, ALL TO BE HARD WIRED & INTERCONNECTED W/ BATTERY BACK-UP. CM CARBON MONOXIDE DETECTOR, ALL TO BE HARD WIRED & INTERCONNECTED W/ BATTERY BACK-UP. V"MINIMUM FAN REQUIREMENTS NOTED ABOVE) %PPROVAL STAMPS Jun 25 2021 -A IRAbr ,imI NORTH COM IV�L1%w11M F:2kQ P M ENT (EXISTING) OR 2X6 (NEW) 0 1' 2' 3' 4' WOOD FRAMING AND 1/2" INTERIOR DRYWALL/PLASTER AND 1/2" PLYWOOD EXTERIOR SCALE 1" = 4' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com Z,6703 tiEG TERE17 ETECT Y SMITH STAiE of wllsM4TON A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-ROIO NO. DATE ISSUE 1 03/30/2021 PLAN -A 2 04/13/2021 PLAN - B 3 04/22/2021 PLAN - C 4 06/07/2021 PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE FIRST FLOOR PLAN — B SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-ROIO 03.26.2021 ELEVATION PARTIAL ELEVATION u ELEVATION 4 A-3.2 M AWN SEC(DIM10 FLOGIR PLAIM 11670 SF LIVING APPROVAL STAMPS Jun 25 2021 -AIRAbrMMIKi�1�4Y COMMLl%w11( F:2kQPMENT (EXISTING) OR 2X6 (NEW) WOOD FRAMING AND 1/2" INTERIOR DRYWALL/PLASTER AND 1/2" PLYWOOD EXTERIOR NORTH 0 1' 2' 3' 4' WWI SCALE 1" = 4' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703 tiEG TERRA ETECT Y SMITH sT�rEcapw>, M4TO v A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-RO10 I NO. DATE ISSUE 2 3 4 03/30/2021 04/13/2021 04/22/2021 06/07/2021 PLAN - A PLAN -B PLAN -C PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAYNOT BE DUPLICATED, USED OR DISCLOSED WITH OUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE SECOND FLOOR PLAN - A SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 ELEVATION PARTIAL ELEVATION 2 A-3.1 ELEVATION M N 4 A-3.2 FRAMING PLANS FOR ALL FOR CONNECTIONS FROM HEADER AND BEAM DOWN SPOUTS, TYPICAL INFORMATION H(O(OF [PLAN ROOF VENTING ROOF NET FREE AREA (NFA) REQUIRED INTAKF NFA RFOHIRED: IRED: 1670SF/150=11.13SF(1,603SI) 11.13SF/2=5.56SF(801 SI) 11.13SF/2=5.56SF(801 SI) VENT INC., SHINGLEVENT II" OR EQUAL TYPE RIDGE & SORT SYSTEMS. R CODE INFORMATION. ELEVATION 5" "K" STYLE ALUMINUM GUTTERS WITH DOWN SPOUTS TO BE CONNECTED INTO EXISTING DRAINAGE SYSTEM, TYPICAL NEW 30 YEAR HIGH PROFILE 3-TAB COMPOSITION TILE ROOFING TO BE APPLIED OVER A 50/50 LAP OF 30# ROOFING FELT, USE GALVANIZED METAL EDGE AND VALLEY FLASH, TYPICAL FOR ALL ROOF AREAS THE ROOF PITCH/SLOPE FOR ALL AREAS IS 5:12 APPROVAL STAMPS Jun 25 2021 TI1\15110R Ik am,Y COMM 111§w1M.l �cQPMENT (EXISTING) OR 2X6 (NEW) WOOD FRAMING AND 1/2" INTERIOR DRYWALL/PLASTER AND 1/2" PLYWOOD EXTERIOR NORTH 0 1' 2' 3' 4' SCALE 1" = 4' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703 REGIPTERED l7ECT SMITH STATE OF WAS10WON A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-RO10 I NO. DATE ISSUE I 2 3 4 03/30/2021 04/13/2021 04/22/2021 06/07/2021 PLAN - A PLAN - B PLAN - C PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE ROOF PLAN - B SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 GENERAL NOTE: THE OWNER SHALL BE RESPONSIBLE FOR THE SELECTION OF ALL EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO, STUCCO, TRIM, COLUMNS, DOORS, WINDOWS, SKYLIGHTS, GUTTER AND DOWNS SPOUTS AND ALL ASSOCIATED HARDWARE AND FLASHING ITEMS. ALL CONTRACTOR INSTALLED PRODUCTS AND MATERIALS ARE TO BE INSTALLED WITH THE HIGHEST STANDARD OF QUALITY AND CRAFTSMANSHIP TO THE SATISFACTION OF THE OWNER AND PER THE RESPECTIVE MANUFACTURERS SPECIFICATIONS AND WARRANTY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MANUFACTURER DETAILS WITH OTHER FINISH COMPONENTS AND BE RESPONSIBLE TO MAKE ANY MINOR ADJUSTMENTS IN THE FIELD AS MAY BE REQUIRED TO THE OWNERS SATISFACTION. THE CONTRACTOR TO SUBMIT TO THE OWNER, PRIOR TO INSTALLATION, FULL MANUFACTURER INFORMATION AND PRODUCT LITERATURE AND SPECIFICATIONS WITH OFFICIAL STATEMENT OF WARRANTY. THE CONTRACTORS SHALL PROVIDE WRITTEN "NOTARIZED" STATEMENT THAT ALL OWNER APPROVED PRODUCTS AND FINISH MATERIALS, AS NOTED ABOVE BUT NOT LIMITED TO, WERE INSTALLED PER THE RESPECTIVE MANUFACTURER SPECIFICATION AND WARRANTY REQUIREMENTS AS PREVIOUSLY SUBMITTED AND APPROVED BY THE OWNER. STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. OAPPLY SILL FLASHING OAPPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 %Z' OAPPLY JAMB FLASHING ©APPLY BEAD OF SEALANT AT HEAD OAPPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. O JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8)/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. WINDOWS & DOORS SPECIFIED ON THIS SCHEDULE ARE SUGGESTED & NEED TO BE VERIFIED WITH THE OWNER "PRIOR TO ORDERING" & FRAMING SO THAT THE ROUGH OPENING SIZE REQUIREMENTS CAN BE VERIFIED WITH THE SELECTED MANUFACTURER. ALL EXTERIOR WINDOWS AND DOORS TO BE INSTALLED WITH "JAMS ILL -GUARD" SILL PAN FLASHING. JAMSILL GUARD, Talent, Oregon, 800-526-7455 TYPICAL WINDOW INSTALLATION REPLACEMENT TYPE PER MANUFACTURER WEATHER RESISTIVE BARRIER (WRB) 8" WIDE 25-MIL POLYETHYLENE -BACKED RUBBERIZED SELF-ADHESIVE MEMBRANE FLASHING. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE AS SHOWN SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A %" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. OJAMB FLASHING APPLY CONT............... SEAL TO THE MOUNTING SEE SHEET A-1.0 FOR RELATED CODE EXCERPTS NOT TO SCALE SECTION A THROUGH WINDOW JAMB wall material per plan FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS1"BEYOND JAMB FLASHING. O7 HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. THIS TYPICAL DETAIL MUST BE USED IN CONJUNCTION WITH THE SELECTED WINDOW MANUFACTURERS INSTALLATION INSTRUCTIONS. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN VERIFICATION THAT ALL WINDOWS AND DOORS WERE INSTALLED ACCORDINGLY. VERIFY ALL ROUGH OPENINGS OF DOORS AND WINDOWS PRIOR TO ORDERING. TRIM SHOWN IS OPTIONAL TYPICAL EGRESS WINDOWS REQUIRED FOR ALL SLEEPING ROOMS 4' SLIDER MINIMUM 3' - HEADER 1 1 � EGRESS z N FINISHED FLOOR SINGLE HUNG MINIMUM 2'-6" 2'-6" HEADER 1 EGRESS i EGRESS Z �y FINISHED FLOOR N FINISHED FLOOR SINGLE HUNG MINIMUM CASEMENT & HEADER MINIMUM HEADER HEIGHTS GENERALLY MATCH THAT OF EXISTING ELEMENTS ON REMODELS. FOR NEW CONSTRUCTION IT IS RECOMMENDED TO HAVE A MINIMUM 7'-0" HEADER HEIGHT TO BETTER ACCOMMODATE THE TALLER EGRESS WINDOWS. OTHER WINDOW STYLES AND SIZES CAN BE SUBSTITUTED SO LONG AS THEY MEET THE MINIMUM CODE REQUIREMENTS. WINDOWS TO BE USED FOR EGRESS PURPOSES MUST HAVE THE MANUFACTURERS STAMP OF 2018 IRC CODE COMPLIANCE CLEARLY SHOWN ON ALL UNITS. 2018 IRC CODE NOTES R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. R310.2.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM). EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. WINDOW NOTES OWINDOW DIMENSIONS SHOWN ARE NET, ALL ROUGH FRAMING TO BE ADJUSTED AS REQUIRED TO ACCOMMODATE THE ACTUAL WINDOW SELECTED BY THE OWNER AND INSTALLED PER THE RESPECTIVE MANUFACTURERS INSTALLATION REQUIREMENTS. THE CONTRACTOR IS TO VERIFY ALL WINDOW ROUGH OPENING REQUIREMENTS PRIOR TO FRAMING, OPENINGS ARE TO BE FIELD MEASURED PRIOR TO ORDERING OF WINDOWS. WINDOWS ARE TO BE INSTALLED SYMMETRICALLY ABOUT THE REFERENCE DIMENSION SHOWN ON THE PLANS AND AS SPECIFICALLY NOTED ON THIS SHEET. ALL GLAZING TO BE DUAL GLAZED WITH WITH LOW=E RATING. OALL ROOF WINDOWS (SKYLIGHTS) IF USED MUST COMPLY WITH 2O18 IRC 308.6.2. OSEE TYPICAL WINDOW FLASHING AND WINDOW INSTALLATION DETAIL THIS SHEET. OSAFETY GLAZING: TO BE PROVIDED IN ALL DOORS, SIDE LITES, STORM DOORS, & WINDOWS WITHIN 24" OF A DOOR; EXPOSED AREAS OF AN INDIVIDUAL PLANE OF GLASS LARGER THAN 9 SF; WHERE THE BOTTOM EDGE OF THE WINDOW IS LESS THAN 18" ABOVE THE FLOOR; WHERE THE TOP EDGE OF THE WINDOW IS MORE THAN 36" ABOVE THE FLOOR; WHERE THERE IS ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. FOR MORE SPECIFIC INFORMATION SEE IRC 2018 - SECTION R308 - GLAZING. OSEE NOTES THIS SHEET FOR SPECIAL EGRESS REQUIREMENTS FOR WINDOWS TO BE PLACED IN SLEEPING ROOMS. OTHIS EGRESS WINDOW CAN BE SUBSTITUTED WITH A 30" X 48" MINIMUM (NET OPENING) CASEMENT STYLE VINYL WINDOW WITH EGRESS HINGES (VERIFY SPECIFIC SIZE WITH OWNER SELECTED MANUFACTURER). DOOR SCHEDULE REF C W H S.I. S.F. T.S.F. TYPE RATING MAT. FINISH 1 1 72 96 6912 48.00 48.00 ENTRY NA WOOD FACTORY 2 1 36 96 3456 24.00 24.00 HOUSE/GARAGE 20 MIN WOOD FACTORY 3 1 36 84 3024 21.00 21.00 GARAGE/EXT NA FIBERGLAS FACTORY 4 2 72 96 6912 48.00 96.00 EXTERIOR GLASS NA VINYL FACTORY SLIDER 5 1 48 96 4608 32.00 32.00 PAIR FRENCH NA WOOD FACTORY 6 2 30 96 2880 20.00 40.00 INTERIOR RAISED NA FACTORY FACTORY PANEL 7 2 60 96 5760 40.00 80.00 INTERIOR RAISED NA FACTORY FACTORY PANEL BI-PART 8 5 30 84 2520 17.50 87.50 INTERIOR RAISED NA FACTORY FACTORY PANEL 9 1 60 84 5040 35.00 35.00 INTERIOR RAISED NA FACTORY FACTORY PANEL PAIR 10 2 48 84 4032 28.00 56.00 INTERIOR RAISED NA FACTORY FACTORY PANEL PAIR 11 2 72 84 6048 42.00 84.00 INTERIOR RAISED NA FACTORY FACTORY PANEL POCKET 12 3 72 84 6048 42.00 126.00 INTERIOR RAISED NA FACTORY FACTORY PANEL BI-PART 13 1 36 84 3024 21.00 21.00 INTERIOR NA FACTORY FACTORY LOWERED 24 60264.00 418.50 750.50 TOTALS OSPECIFIC DOOR AND HARDWARE STYLES, USE, AND FINISHES TO BE AS SELECTED BY THE OWNER. HOWEVER ALL DOORS TO HAVE A MINIMUM 3 SETS OF BALL BEARING HINGES. OALL FINISHES TO BE SELECTED BY OWNER. OALL DOORS AND DOOR ASSEMBLIES WITH GLAZING, ARE TO BE DUAL PANE WITH LOW- E RATED TEMPERED GLASS PER 2018 IRC 308. U-F COMMENTS NOTES I NA EXACT STYLE & HARDWARE PER OWNER FULL 1,2,4 WEATHER STRIPPING, SOLID CORE NA EXACT STYLE & HARDWARE PER OWNER FULL 1,2,4 WEATHER STRIPPING, SOLID CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 SOLID CORE NA EXACT STYLE & HARDWARE PER OWNER 1,2,4 NA EXACT STYLE & HARDWARE PER OWNER 1,2,4 NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER, 1,2,4 HOLLOW CORE NA EXACT STYLE & HARDWARE PER OWNER 1,2,4 ODOOR DIMENSIONS SHOWN ARE NET, ALL ROUGH FRAMING TO BE ADJUSTED AS REQUIRED TO ACCOMMODATE THE ACTUAL DOOR UNIT SELECTED BY THE OWNER TO BE INSTALLED BY CONTRACTOR AND THE RESPECTIVE MANUFACTURERS INSTALLATION REQUIREMENTS. THE CONTRACTOR IS TO VERIFY ALL DOOR ROUGH OPENING REQUIREMENTS PRIOR TO FRAMING. ALL DOORS ARE TO BE INSTALLED SYMMETRICALLY TO THE REFERENCE POINTS PROVIDED ON THE DRAWINGS AND AS SPECIFICALLY NOTED ON THIS SHEET. WINDOW SCHEDULE REF C W H S.I. S.F. TYPE RATING MAT. FINISH U-F COMMENTS NOTES A 1 60 72 4320 30.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER B 4 36 48 6912 48.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER C 2 36 72 5184 36.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4 SELECTED MANUFACTURER D 1 129 72 9288 64.50 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4 SELECTED MANUFACTURER E 2 48 48 4608 32.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER F 3 60 60 10800 75.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER G 1 72 60 4320 30.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER H 2 18 48 1728 12.00 SLIDER LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER 1 5 18 18 1620 11.25 PICTURE LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,3,4,5,E SELECTED MANUFACTURER J 1 24 48 1152 8.00 SKYLIGHT LOW-E VINYL FACTORY 0.28 DUAL GLAZING, STYLE AND SPECIFICATIONS PER 1,2,4,5,E SELECTED MANUFACTURER K L M APPROVAL STAMPS 22 Total SF 346.75 Jun 25 20211 APPROVAL STAMPS CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703 REUPTERED lTECT SMITH STATEOFWAS10WON A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-RO10 NO. DATE ISSUE 1 03/30/2021 PLAN - A 2 04/13/2021 PLAN - B 3 04/22/2021 PLAN - C 4 06/07/2021 PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE DOOR & WINDOW SCHEDULE SHEET NUMBER 390 FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 TOP OF BEAM �r ROOFING PRODUCTS AND PROFILES TO BE THE SAME AS THE MAIN HOUSE -IN M n N 8X8 8X8 X8 2X8 CEDAR POST WITH HORIZONTAL _ N �N in ARCHITECTURAL BEAM & EXPOSED GALVANIZED (PAINTED) BRACKETS, SEE STRUCTURAL 3" THICK CULTURED STONE CAP WITH POST FLASH CULTURED STONE VENEER 'o p FACADE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS REAR PATIO ROOF CONCRETE SLAB COLUMNS SIMILAR MOISTURE RESISTANT WOOD PRODUCTS AND GALVANIZED FASTENERS ENTRY TO BE USED AT ALL STONE VENEER APPLICATIONS 2 S(OUTH ELEWA7�GH ALL EXTERIOR SIDING PRODUCTS ARE BASED ON THE JAMES HARDIE LAP AND TEXTURED PANEL SYSTEMS. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURES SPECIFICATIONS. OR EQUAL APPROVED BY THE OWNER. THE OWNER TO SELECTS TEXTURE AND COLOR SEE ROOF PLAN FOR INFORMATION PAINT GRADE FASCIA ALUMINUM CORNER BEADS HARDIE TRIM SECOND FLOOR HARDIE TEXTURED PANELS -SMOOTH SAND, 0.312" THICKNESS WITH ALUMINUM REVEALS 12 5 8X8 [ I IMOIR7H ELEWATDGK N L =E:I= =E:I= APPROVAL STAMPS Jun 25 2021 -A haw, i�1�4Y COMMLLp4w11( F:2kQPMENT (EXISTING) OR 2X6 (NEW) WOOD FRAMING AND 1/2" INTERIOR DRYWALL/PLASTER AND 1/2" PLYWOOD EXTERIOR NORTH 0 1' 2' 3' 4' SCALE 1" = 4' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703 tiEG TEREIa ETECT Y SMITH STAiE QF WA3Hl 4TON A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-ROIO I NO. DATE ISSUE 1 3 4 03/30/2021 04/13/2021 04/22/2021 06/07/2021 PLAN - A PLAN -B PLAN -C PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAYNOT BE DUPLICATED, USED OR DISCLOSED WITH OUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE ROOF PLAN - C SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 �3 EA87 ELEWATOGH 4 W61F=87 ELEWATOGH SIDING,TYPICAL AS SHOWN Z L APPROVAL STAMPS . REED Jun 25 2021 TO iN5110�IKi�1�4Y COMMLLp4w11( F:2kQPMENT (EXISTING) OR 2X6 (NEW) WOOD FRAMING AND 1/2" INTERIOR DRYWALL/PLASTER AND 1/2" PLYWOOD EXTERIOR NORTH 0 1' 2' 3' 4' SCALE 1" = 4' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703 tiEG TEREIa ETECT Y SMITH STATEO A QUALITY PROJECT FOR ABG FW 308 PROJECT NUMBER 2021-ROIO I NO. DATE ISSUE 1 3 4 03/30/2021 04/13/2021 04/22/2021 06/07/2021 PLAN - A PLAN -B PLAN -C PERMIT SET ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAYNOT BE DUPLICATED, USED OR DISCLOSED WITH OUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE ROOF PLAN - C SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 PROVIDE COR-A-VENT ROOF RIDGE 18U Lo me 31F=C=r (ON 17-1 A DUPONT TYVEK "HOME WRAP" (OR APPROVED EQUAL) TO BE USED AT ALL NEW EXTERIOR WALL SHEATHING LOCATIONS PRIOR TO THE INSTALLATION OF SIDING. PRODUCT TO BE INSTALLED EXACTLY PER MANUFACTURERS SPECIFICATIONS 6 MIL. BLACK POLY VAPOR BARRIER TO BE PLACED OVER ENTIRE CRAWL SPACE. LAP SEAMS 12" MIN.. AND TAPE. LAP OVER PADS AND RUN UP PERIMETER WALL A MIN.. OF 12", TYPICAL ALL ROOF OPENINGS TO HAVE BIRD AND RODENT PROTECTION MPS Jun 25 021 0 1' 2' CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SCALE 1 /2"= 1' TDSA ARCHITECTURE "Let us think that we build forever" 29607 4th Avenue South Federal Way, Washington 98003 United States of America Tel. (253) 214-5772 www.tdsaarchitecture.com 6703M S7ATEOFWASMWORk A QUALITY PROJECT FOR ABG 308 PROJECT NUMBER 2021-RO10 I NO. DATE ISSUE I 1 03/30/2021 PLAN - A 2 04/13/2021 PLAN - B 3 04/22/2021 PLAN - C ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT SITE INFORMATION XXX S 308TH ST FEDERAL WAY, WASHINGTON 98003 APN# 785360-0006 SHEET TITLE BUILDING SECTION - A SHEET NUMBER FILE NAME: ABG 308 DATE: PROJECT # 2021-RO10 03.26.2021 PLANS ARE NOT VALID FOR CONSTRUCTION WITHOUT APPROVAL FROM LOCAL CODE ENFORCEMENT AGENCY GENERAL STRUCTURAL NOTES DESIGN LOADS ALL DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE PROJECT JURISDICTION. DESIGN BY ASD UNO. VERTICAL LOADS: IN ADDITION TO THE STRUCTURE DEAD LOADS (19 PSF ROOF, 12 PSF FLOORS), THE FOLLOWING LIVE LOADS WERE USED FOR DESIGN. GROUND SNOW 25 PSF ROOF SNOW LOAD 25 POUNDS PER SQUARE FOOT (PSF)* FLOOR LIVE LOAD 40 PSF STAIRS AND EXIT CORRIDORS 100 PSF DECKS AND BALCONIES 60 PSF LIVE LOAD ROOF SNOW LOADS: ROOF SNOW LOAD IS CALCULATED IN ACCORDANCE WITH CHAPTER 7 OF ASCE 7 AND PER IBC SECTION 1808. MINIMUM DESIGN ROOF SNOW LOAD IS 25 PSF. PG = 25 PSF, IS = 1.0, PF = 25 PSF, CE = 0.9,CT = 1.0. FOUNDATION DESIGN: FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH REQUIREMENTS OF IBC, CHAPTER 18, TABLE 1806.2 MINIMUMS. FOUNDATION SYSTEM COMPOSED OF CONVENTIONAL CONCRETE SPREAD AND STRIP FOOTINGS. ALLOWABLE BEARING = 1,500 PSF, LATERAL BEARING = 100 PSF/FT, COF = 0.25. FPASSIVE = 250 PCF, FACTIVE _ 35 PCF, FAT REST = 50 PCF. WIND LOADS: WIND LOADS ARE CALCULATED ACCORDING TO CHAPTER 28 PART 2 OF ASCE 7. RISK CATEGORY = II, EXPOSURE CATEGORY = B, V = 98 MPH, KZT = 1.0, 16 PSF USD, 10 PSF ASD MIN. SEISMIC DESIGN CRITERIA: SITE CLASS D2 IE = 1.0 SIDS =1.074 R = 6.5 SHEAR WALL OMEGA = 3 GENERAL NOTES STRUCTURAL DRAWINGS INDICATE THE BUILDING IN ITS FINAL, CONSTRUCTED CONDITION TEMPORARY SHORING AND ERECTION METHODS PRIOR TO FINAL COMPLETION ARE THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL DRAWINGS INDICATE A PORTION OF THE COMPLETED PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR INCORPORATING AND COORDINATING THE REQUIREMENTS OF THE OTHER TRADES. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THE EXISTING CONDITIONS FOR RESOLUTION PRIOR TO PROCEEDING. STRUCTURAL DRAWINGS SHOW TYPICAL CONDITIONS. WHERE NO DETAIL IS SPECIFICALLY INDICATED, CONSTRUCTION SHALL BE IN ACCORDANCE WITH SIMILAR CONSTRUCTION ON THE PROJECT. SPECIAL INSPECTION: NONE REQUIRED STRUCTURAL OBSERVATION: NONE REQUIRED CONCRETE: CONCRETE CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 19 OF THE IBC AND WITH ACI 318. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONCRETE SHALL BE 3,000 PSI, 5 2 MIN SACK, 4" MAXIMUM SLUMP, 0.50 W/C RATIO, 4" MAXIMUM AGGREGATE SIZE WITH UNIFORM GRADATION. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED, 5% PLUS OR MINUS 1 % AIR. REINFORCING STEEL: ALL REINFORCING STALL SHALL COMPLY WITH ASTM A615, GRADE 60 FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF) UNO. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). LAP ALL REINFORCING BARS AS DETAILED ON THE DRAWINGS. MINIMUM LAP LENGTH SHALL BE 40D UNO. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: BARS EXPOSED TO EARTH OR WEATHER - 3" MAIN REINFORCING BARS - 1 2" TIES AND STIRRUPS - 1" EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO COMPONENT LIQUID EPDXY WITH NON -SAG CONSISTENCY AND A LONG POT LIFE. EPDXY SHALL BE SUITABLE FOR USE ON DRY OR DAMP SURFACES WITH MINIMUM SHEAR STRENGTH 5000 PSI AND MINIMUM TENSILE STRENGTH OF 4000 PSI. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN CONFORMANCE WITH AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND THE CODE OF STANDARD PRACTICE. STRUCTURAL STEEL SHAPES AND PLATES SHALL COMPLY WITH ASTM A572 GRADE 50 OR ASTM A992 GRADE 50. HOLLOW STRUCTURAL SECTIONS (HSS) SECTIONS SHALL COMPLY WITH ASTM A500, GRADE B. TYPICAL BOLTS SHALL CONFORM TO ASTM A307. HIGH STRENGTH BOLTS (HSB) SHALL CONFORM TO ASTM A325-N UNO. WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE WITH E70XX ELECTRODES AND SHALL BE 4" MINIMUM FILLET WELDS UNO. TIMBER CONSTRUCTION REQUIREMENTS SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE 16% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL CONFORM TO THE SPECIES AND GRADES NOTED BELOW.ALL TIMBER TO BE DOUGLAS FIR - LARCH UNO. DESCRIPTION USE GRADE 2" AND 4" DIM LUMBER JOISTS, RAFTERS, STUDS NO 2 OR BETTER 4" AND 6" DIM LUMBER POSTS, BEAMS, GIRDERS NO 1 OR BETTER ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 (SHOP OR PLANT TREATMENT) AND M4 (FIELD TREATMENT) STANDARDS. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUAL AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS WHICH WILL BE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE G90 GALVANIZED OR STAINLESS STEEL. ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS UNO ON THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURER'S REQUIREMENTS. IF MANUFACTURER PROVIDES MULTIPLE FASTENER POSSIBILITIES, THE FASTENERS WHICH ACHIEVE THE HIGHEST LOAD RATING SHALL BE UTILIZED UNO. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND SHALL CONFORM TO ASTM F1667 "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES AND STAPLES" AND NER-272 "POWER DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION." NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS THAT SHOW THE MANUFACTURER'S NAME AND NES REPORT NUMBER, NAIL SHANK DIAMETER AND LENGTH. NAILING NOT SHOWN SHALL BE AS INDICATED IN IRC TABLE R602.3(1) AND/OR IBC TABLE 2304.10.1 OR NER-272. THE FOLLOWING NAIL SIZES SHALL BE USED: NAIL TYPE SHANK DIAMETER MINIMUM PENETRATION 6D 0.113" 1.25" 8D 0.131 " 1.50" 10D 0.148" 1.625" 12D 0.148 1.625 16D 0.148 1.625" BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASTM STANDARD B18.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL HAVE CUT THREADS. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2320.8.2, 2308.9.1 AND 2308.10.4. WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF "US PRODUCT STANDARD PS.1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD", "US PRODUCT STANDARD PS2 PERFORMANCE STANDARDS FOR WOOD -BASED STRUCTURAL USE PANELS", OR "APA PRP-108 PERFORMANCE STANDARDS" UNO. UNO, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. APA 24/OTYP ROOF AND WALLS UNO, APA 43 TYP FLOOR UNO. WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW "' SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER. ALL ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS UNO ON DRAWINGS. ROOF SHEATHING SHALL BE BLOCKED, TONGUE AND GROOVE OR SHALL HAVE PLY -CLIPS. FLOOR SHEATHING SHALL BE TONGUE AND GROOVE AND SHALL BE GLUED AND NAILED UNO. T&G JOINTS SHALL ALSO BE GLUED. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND ALL PANELS EDGES SHALL BE BLOCKED WITH 2X FRAMING. MINIMUM NAILING FOR ALL STRUCTURAL SHEATHING SHALL BE 10D AT 6" OC AT PANEL EDGES AND 10D AT 12" OC IN THE FIELD. NAILS SHALL BE "COMMON" EXCEPT ROOF SHEATHING SHALL BE NAILED WITH RING SHANK NAILS. GLUED LAMINATED MEMBERS GLUED LAMINATED MEMBER (GLB) SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR GLUED LAMINATED TIMBER OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. EACH MEMBER SHALL BEAR AND AITC OR APA-EWS IDENTIFICATION MARK. ENDS SHALL BE SEALED IMMEDIATELY IN THE SHOP OR IMMEDIATELY UPON FIELD TRIMMING. BEAMS SHALL BE WESTERN SPECIES INDUSTRIAL (HIDDEN) OR ARCHITECTURAL (EXPOSED) APPEARANCE CLASSIFICATION AND SHALL BE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR MULTIPLE SPAN OR CONTINUOUS MEMBERS. FB SHALL BE 2,400 PSI, E SHALL BE 1,800,000 PSI AND FV SHALL BE 300 PSI. GLB HANGERS SHALL BE SIMPSON GILT UNO. ADHESIVE SHALL BE WET USE EXTERIOR WATERPROOF GLUE. FLIED NOTCHING OR BORING OF GLB IS NOT ALLOWED UNLESS APPROVED IN WRITING BY STRUCTURAL ENGINEER OF RECORD (SER). ENGINEERED COMPOSITE LUMBER ENGINEERED COMPOSITE LUMBER SHALL BE AS MANUFACTURED BY WEYERHAUSER TRUS JOIST ENGINEERED WOOD PRODUCTS OR APPROVED EQUAL. TIMBERSTRAND LSL LUMBER SHALL BE 1.55E FOR BEAMS AND HEADERS, AND 1.3E FOR POSTS AND COLUMNS. MICROLAM LVL LUMBER SHALL BE 2.OE. PARALLAM PSL LUMBER SHALL BE 2.2E FOR BEAMS AND HEADERS, 1.8E FOR POSTS AND COLUMNS. CONCRETE MASONRY CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM C90. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. ALL CMU CONSTRUCTION SHALL BE REINFORCED AS SHOWN ON PLANS OR AS NOTED BELOW. MORTAR ALL MORTAR SHALL BE TYPE S WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 1800 PSI AND SHALL CONFORM TO IBC CHAPTER 21 REQUIREMENTS. MASONRY GROUT GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL CONFORM TO IBC CHAPTER 21 REQUIREMENTS. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITOUS MATERIALS, AGGREGATE AND WATER. WATER SHALL BE SUFFICIENT TO ALLOW THE GROUT TO FLOW WITHOUT SEGREGATION. ALL CUM SHALL BE FULLY GROUTED. MASONRY REINFORCING STEEL REINFORCING FOR CMU SHALL CONFORM TO IBC CHAPTER 21. DEFORMED BARS SHALL BE GRADE 60 AND SHALL BE FIRMLY TIED INTO POSITION PRIOR TO PLACEMENT OF GROUT IN ACCORDANCE WITH ACI 530. MINIMUM CMU WALL REINFORCEMENT FOR 8" CMU SHALL BE #5 BARS AT 24" OC EACH WAY. MINIMUM CMU WALL REINFORCEMENT FOR 12" CMU SHALL BE #5 EACH FACE, EACH WAY AT 32" OC. ALL MASONRY WALLS SHALL HAVE (2) #5 CONTINUOUS HORIZONTAL ALL ROOF LINES, FLOOR LINES AND TOP OF WALLS. IN ADDITION, PROVIDE (2) #5 TRIM BARS EACH SIDE, TOP AND BOTTOM OF ALL OPENINGS. VERTICAL TRIM BARS SHALL EXTEND FULL HEIGHT OF THE WALL, HORIZONTAL TRIM BARS SHALL EXTEND 24" MINIMUM BEYOND OPENING. AT CORNERS AND INTERSECTIONS, PROVIDE CORNER BARS THAT LAP 24" MINIMUM EACH WAY WITH TYPICAL HORIZONTAL REINFORCEMENT. IN ADDITION, PROVIDE ADDITIONAL (2) #5 VERTICAL TRIM BARS. PROVIDE FOOTING DOWELS TO MATCH ALL VERTICAL WALL REINFORCEMENT. FOOTING DOWELS SHALL BE HOOKED INTO FOUNDATION WITH A STANDARD 90 DEGREE HOOK 3" CLEAR OF BOTTOM AND SHALL LAP 40 DIAMETERS MINIMUM WITH WALL REINFORCEMENT. CONCRETE PENETRATIONS WHERE PIPES OR CONDUITS PENETRATE CONCRETE WALLS OR FOOTINGS, PROVIDE OVERSIZE SLEEVE. ALL PENETRATIONS SHALL BE WITHIN THE MIDDLE 3 OF FOOTING OR WALL DEPTH. DO NOT CORE OPENINGS WITHOUT WRITTEN PERMISSION FROM ENGINEER. WHERE PIPES OR CONDUITS OCCUR WITHIN 12" OF BOTTOM OF FOOTING, THICKEN FOOTING TO EXTEND 6" MINIMUM BELOW TO PROVIDE 3" MINIMUM COVER BELOW PIPE OR CONDUIT WHERE PIPES AND FOOTINGS ARE PARALLEL TO FOOTINGS, LOCATE FOOTINGS TO FALL ABOVE 2H : 1 V LINE EXTENDING FROM BOTTOM OF FOOTING ROOF TRUSS NOTES AND DESIGN CRITERIA 1. MANUFACTURED WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER AND DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER. 2. TRUSSES SHALL BE DESIGNED FOR CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE AND THE FOLLOWING MINIMUM DESIGN LOADS DEAD LOAD = 15 PSF + SELF WEIGHT ROOF LIVE LOAD = 20 PSF ROOF SNOW LOAD = 25 PSF WIND UPLIFT = 7 PSF NET UPLIFT FIELD =10 PSF NET UPLIFT WITHIN 6 FEET OF EDGES OR DISCONTINUITIES. 3. PROVIDE VENTED BLOCKING AS REQUIRED AT TRUSS OR RAFTER BEARINGS 4. TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S AND TRUSS MANUFACTURER'S WRITTEN APPROVAL. 5. TRUSS LAYOUT, SPECIFICATIONS, DESIGN DETAILS AND DRAWINGS SHALL BE ON SITE FOR INSPECTION DURING CONSTRUCTION 6. TRUSSES SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S REQUIREMENTS. 7. EACH TRUSS SHALL CARRY MANUFACTURER'S STAMP. 8. IF ENGINEERED TRUSS LAYOUT PROVIDED BY MANUFACTURER VARIES FROM TRUSS LAYOUT SHOWN ON THESE DOCUMENTS, MANUFACTURER'S LAYOUT SHALL GOVERN PROVIDED THAT FOR REVIEWS AND APPROVES REVISED LAYOUT. 9. IN ADDITION TO LOADS INDICATED ABOVE, ALL TRUSSES SHALL BE DESIGNED TO SUPPORT LIVE LOADS AS SPECIFIED IN IRC TABLE R301.5, IN PARTICULAR, BOTTOM CHORDS WITH CLEAR HEIGHT LESS THAN 42" VERTICAL CLEARANCE SHALL BE DESIGNED FOR 10 PSF LIVE LOAD AND BOTTOM CHORDS WITH 42" OR MORE VERTICAL CLEARANCE SHALL BE DESIGNED FOR 20 PSF LIVE LOAD. 10. IN ADDITION TO ALL OTHER TRUSS DESIGN REQUIREMENTS, TRUSS DESIGN SHALL CONFORM TO IRC SECTIONS 502.11.1 AND 802.10.2, ESPECIALLY INDICATING THE TRUSS DESIGN AND MANUFACTURER SHALL BE PER ANSI/TPI 1. 11. TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IRC SECTIONS 2002.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE INSTITUTES BUILDING COMPONENT SAFETY INFORMATION. s s 0 AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADD'L ADDITIONAL AESS ARCHITECTURLLY EXPOSED STRUCTURAL STEEL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE OR ALTERNATING ALUM ALUMINUM ARCH'L ARCHITECTURAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BLDG BUILDING BOC BOTTOM OF CONCRETE BOF BOTTOM OF FRAMING BOP BOTTOM OF PLYWOOD / SHEATHING BOT BOTTOM BO BLOCK OUT CG CENTER OF GRAVITY CIP CAST IN PLACE C.J. CONTROL JOINT CJ CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CP COMPLETE PENETRATION DBL DOUBLE DIET DETAIL DIA DIAMETER DL DEAD LOAD DWG DRAWI NG EA EACH EE EACH END EF EACH FACE EL ELEVATION EMBED EMBEDMENT EQ EQUAL EX OR (E)EXISTING EXP EXPANSION EXT EXTERIOR EW EACH WAY FDN FOUNDATION FF FINISHED FLOOR FIG FIGURE FLR FLOOR FP FULL PENETRATION FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GLB GLU-LAM BEAM HDR HEADER HOR HORIZONTAL HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL STEEL IBC INTERN'L BUILDING CODE (LATEST EDITION UNO) ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ID INSIDE DIAMETER IF INSIDE FACE IN INCH INT INTERIOR JT JOINT KIPS KILO (1000) POUNDS KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LB POUND LBS POUNDS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION LONG LONGITUDE OR LONGITUDINAL LVF LOW VELOCITY FASTENER MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NF NEAR FACE NIC NOT IN CONTRACT NIP NOT A PART NOM NOMINAL NO OR # NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE OWL OPEN WEB JOIST PART PARTITION PC PRECAST PCF POUNDS PER CUBIC FOOT PERIM PERIMETER PERP PERPENDICULAR PL PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL 2.2E PARALLAM PSL P.T. POST -TENSIONED PT PRESSURE TREATED RET RETURN REINF REINFORCEMENT REQ'D REQUIRED SCHED SCHEDULE SC SLIP CRITICAL SEC SECTION SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL SYM SYMMETRICA THRU THROUGH TO TOP OF TOC TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FRAMING TOP TOP OF PLYWOOD TOS TOP OF STEEL T&G TONGUE AND GROOVE TJ TRUS JOIST TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WI TH WF WIDE FLANGE W/0 WITHOUT WP WORK POINT WWF WELDED WIRE FABIRC SPECIAL INSPECTION REQUIREMENTS MARK SHEATHING EDGE NAILING SHEAR TRANS NAILING ANCHOR BOLTS MKl 15"" 32 STRUCT 1 8D @ 6 OC 16D " AT 6 OC 5» $ 0 " @ 32 OC OR A35 AT 16" OC MK2 35" STRUCT 1 8D @ 4" OC 16D AT 4" OC 8" 0 @ 24" OC OR A35 AT 12" OC MK3 0.5" STRUCT 1 8D @ 3" OC 16D @ 3" OC 4" 0 @ 32" OC OR A35 @ 8" OC MK4 32 STRUCT 1 8D @ 2" OC (2) ROWS 16D @ 4" OC 4" 0 @ 24" OC OR A35 @ 6" OC MK5 0.5" STRUCT 1 8D @ 3" OC (2) ROWS 16D @ 4" 1 " AT 24" OC EACH SIDE STAGGERED OC OR A35 @ 4" OC MK6 0.5" STRUCT 1 8D @ 2" OC (2) ROWS 16D AT 2" 1 " AT 16" OC EA SIDE STAGGERED OC OR A35 @ 4" OC NOTES: 1. PANELS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. MINIMUM PANEL DIMENSION SHALL BE 32". ALL PANEL EDGES SHALL BE BLOCKED. 2. ALL SHEAR PANELS REQUIRE NAILS SPACED AT 12" MAX OC AT ALL INTERMEDIATE SUPPORTS. 3. SHEAR WALL MK1 & MK2 REQUIRE 2X MIN FRAMING AT 16" MAX OC AND PT 2X SILL PLATES. 4. SHEAR WALL MK3 & MK4 REQUIRE 2X MIN FRAMING IN FIELD AT 16" MAX OC WITH 3X MEMBERS AT ABUTTING PANEL JOINTS AND PT 2X SILL PLATES. 5. SHEAR WALL MK5 & MK6 SHALL HAVE PANEL JOINTS STAGGERED ON OPPOSITE SIDES OF THE WALL AND 3X MIN FRAMING AT ALL PANEL JOINTS AND PT 3X SILL PLATES. 6. ANCHOR BOLTS SHALL BE ASTM A307 WITH 8" MIN EMBEDMENT. ALL ANCHOR BOLTS SHALL HAVE 4" X 3" X3" PLATE WASHERS AND SHALL BE CENTERED 2" MAX FROM SHEATHED SIDE OF WALL. AT MK5 & MK6, STAGGER ABS. 7. ALL NAILS TO BE HOT DIP GALVANIZED 8D COMMON OR 10D COMMON AS NOTED. 8. PROVIDE DBL KING STUD CONNECTED WITH 16D @ 4" OC OR 4X AT EA END EA SHEAR WALL UNO 1 S1.0 SHEAR WALL SCHEDULE SCALE: NOT APPLICABLE NOTES: 1. <�K> INDICATES PLYWOOD SHEAR WALL. SEE 1/S1.0 FOR INFORMATION. REQUIREMENTS FOR SHEAR WALLS SHOWN APPLY TO WALLS ABOVE LEVEL INDICATED. FOR REQUIREMENTS BELOW LEVEL INDICATED, SEE PLAN BELOW. SHEAR WALL REQ'TS APLY FULL LENGTH OF WALLS. EXT WALLS TO MEET MARK 3 REQUIREMENTS IN ALL LOCATIONS UNLESS HEAVIER SHEAR WALL REQUIREMENTS ARE INDICATED. 2. FTG4 INDICATES PAD FOOTING. SEE 4/S5.1 FOR DETAILS 3. m INDICATES 4X4 POST TYP UNO. POSTS SHALL HAVE BC BASES AND AC OR LCE CAPS AS APPROPRIATE UNO. POSTS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4. B INDICATES 4X6 POST TYP UNO. POSTS SHALL HAVE BC BASES AND AC OR LCE CAPS AS APPROPRIATE UNO. POSTS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 5. ® INDICATES 6X6 DF#1 POST TYP UNO. POSTS SHALL HAVE BC BASES AND AC OR LCE CAPS AS APPROPRIATE UNO. POSTS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. SEE 5/S5.1 FOR WALL FRAMING DETAILS, TYP HEADER SIZES AND OTHER STANDARD FRAMING REQUIREMENTS 2 S1.0 TYPICAL FRAMING PLAN NOTES SCALE: NOT APPLICABLE SPECIAL INSPECTION ITEM CONTINUOUS PERIODIC NOT APPLICABLE COMMENTS SOILS GRADING EXCAVATION AND BACKFILL X BY SOILS ENGINEER FINAL GRADING X MICRO -PILE INSTALLATION X AUGER PILE INSTALLATION X CONCRETE MIX DESIGNS SUBMIT TO STRUCTURAL ENGINEER REINFORCEMENT PLACEMENT X REINFORCEMENT WELDING X REINFORCEMENT COUPLERS X ANCHOR BOLTS AND INSERTS X MATERIAL VERIFICATION X PREPARATION OF TEST SPECIMENS X CONCRETE PLACEMENT X EPDXY ANCHOR INSTALLATION X EXPANSION ANCHOR INSTALLATION X STRUCTURAL STEEL HIGH STRENGTH BOLTING X FIELD WELDING X WELDING OF STUDS AND ANCHORS X METAL DECK WELDING X MASONRY PER IBC SECTION 1704, LEVEL 1 REINFORCEMENT PLACEMENT X GROUTING X PREPARATION OF TEST SPECIMENS X ANCHOR BOLT AND EMBED PLACEMENT X TIMBER DIAPHRAGM NAILING X SHEAR WALL NAILING X MATERIAL AND GRADE VERIFICATION X NOTES 1. SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE IN INTERNATIONA BUILDING CODE (IBC) CHAPTER 17 REQUIREMENTS. 2. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED BY A CERTIFIED INSPECTOR IN ACCORDANCE WITH IBC CHAPTER 17 REQUIREMENTS. 3. CONTINUOUS INSPECTION MEANS THAT THE CERTIFIED INSPECTOR IS ON SITE AT ALL TIMES WHEN THE PARTICULAR ACTIVITY IS OCCURRING. 4. PERIODIC INSPECTION MEANS THA THE INSPECTOR IS ON SITE AT INTERVALS AS NEEDED TO VERIFY THAT THE WORK CONFORMS WITH PROJECT REQUIREMENTS. RECEIVED Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT WASgl � N 0 ��IONAL w EXP 03/17/23 06/06/21 FOR JURISDICTION REVIEW 00 co 0 Q v, LIJ ��J� J co U�\< 0 LU 00 U) • mOC� L0 LuCN z z 0-0- G E5 z w t' J C) C) LU 00 L.L Q LLJ LIJ Q U = J 0. Q Q Q O LLl C� 0rnLU z z N LL w_ J U C) C) 00 QD 0 0 3: 1 1 C ^ ULa Z 0 I` J W J J Q 0 ^ I..L LU U w w V O. Q ¢ z z LU 0 Q ^ LL w 0 o_ Project Number: 21057 Date: JUNE 2021 Scale: NOT APPL. Sheet: S1.0 DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED NOTE: SLAB DOWELS MAY BE EPDXY GROUTED TO STEM WALL WITH SET-XP ADHESIVE AND 4" EMBED AT CONTRACTOR'S OPTION TWO #4 CONT CURB NOT REQ'D IF EXT— GRADE 6" MIN BELOW FIN FLR EXT GRADE-- ° ° • �• a _i 4" DIA PERFORATED DRAW — PIPE WRAPPED WITH 12" EQ 6" FREE DRAINING GRAVEL & FILTER FABRIC. ROUTE TO 12" STORM DRAIN SYSTEM DETAIL S2.1 SCALE: 3/4" = V-0" PT PLATE AND ABs PER SHEAR WALL SCHED EXP JOINT CONCRETE PATIO -- OR GARAGE SLAB WHERE OCCURS DAMPPROOFMEM 4" DIA PERFORATED DRAIN PIPE WRAPPED WITH 12" FREE DRAINING GRAVEL & FILTER FABRIC. ROUTE TO STORM DRAIN SYSTEM SEE 3/S2.1 FOR ITEMS NOT SHOWN OR NOTED DAMPPROOFMEMB 3 S2.1 ,,---2X6 AT 16" OC UNO PT PLATE AND ABs PER SHEAR WALL SCHEDULE $" DIA AT 32" OC MIN PROVIDE 4" X 3" X 3" WASHERS AT ALL ABs. ABs TO BE CENTERED 2" MAX FROM SHEATHED SIDE OF WALL r4 X 24" SLAB DOWELS T 24" MAX OC -SOG PER PLAN 4 HORIZ AT 16" MAX OC VERT 2 MIN IN STEM WALL #4 AT 16" OC ALT HOOKS -3 #4 CONT AT 3" CLEAR OF BOT AT 24" OC WALL A" SHEATHING JOISTS --[--DTT2Z W/ 2" DIA ANCHOR ° . •. BOLT 16" MAX FROM ENDS EXT G \-U28 JH AND 8' MAX OC BTWN ° a T 2X10 LEDGER W/,"' DIA AB AT 16" OC a SEE ARCH'L FOR INSULATION #4 CONT AT 16" MAX OC VERT 2 MIN IN STEM WALL �a#4 AT 16" OC ALT HOOKS 5" 6" 5" 2 #4 CONT AT 3" LEAR OF 16" BOT VAPOR BARRIER OOoTING DTT2Z W/ 2" DIA ANCHOR BOLT 16" MAX FROM ENDS AND 8' MAX OC BTWN FLOOR JOISTS / @16" OC ---`--2X BLK AT DTT2Z ST2115 AT DTT2Z 2X10 LEDGER W/,5" DIA AB AT 16" OC 5 TYP EXT FOOTING S2.1 SCALE: 3/4" = V-0" • 16D TOENAIL % EA JOIST BARRIER EATHING LAP FLOOR JOISTS' 6" MIN CONNECT W/ \'FLOOR JOISTS AT 16" OC THREE 16D BEAM PER PLAN-- C4 UNO PBS44A UNO--- T"OST PER PLAN ° .. 8 PAD FOOTING VAPOR BARRIER SEE PLAN ON COMPACTED SUBGRADE 7 DETAIL S2.1 SCALE: 3/4" _ TOP OF DRIVEWA x SLOPE AT GARAGE SEE PLAN 2 —IN n • O ° ° • SEE 1/S2.1 FOR ITEMS • • • NOT SHOWN OR NOTED 2 EXTERIOR FOOTING S2.1 SCALE: 3/4" = 1'-0" 4 THICKENED SLAB EDGE 52.1 SCALE: 3/4" = 1'-0" 4/S2. TOLD DOWN JOIST WHERE OCCURS RJ HOLD DOWN tIM JOISTS .RE OCCUR EXTEND #4 REBAR MIN EA SIDE CORNER,CONT MIDWALL CO CLEAR OF CORNER H FOUNDATION HOLD DOWN S2.1 SCALE: 3/4" = 1'-0" 0 1' 2' 3' 4' See sheet S5.1 for FOUNDATION AND FIRST FLOOR FRAMING schedule SEE 2/S1.0 FOR TYP FRAMING NOTES SCALE 1/4" = 1' RECEIVED Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DS2 DS2 M. BL9 WASgl � N C, 0 C> 45754 ONAL EXP 03/17/23 06/06/21 FOR JURISDICTION REVIEW 00 co M) 00 M >Q Cn W ^ co UMQ� > O I..L X OO w �T ^, V J W J � �yLo./ w m0QN W Z_ Li Li L C7 Z w CM O C) W 00 CY) >Q U W W _ >- L: >Q I< 3: U=J Q V ry O W �< �/J r^ 0 Cy) W z Z N LL w J U CM O C) 00 (0 CY) 0 0 3: 1 1 0 ^ UL< Z W I` J W Q J J w Q 0 Q U Lu 0 Q cW C Q Z mV W Q w ~ U Q n LL W O Project Number: 21057 Date: JUNE 2021 Scale: 1 /4" = V-0" U N O Sheet: S2.1 DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED 8D@3" ROOF SHEATF 8D@6" TYP TRUSS BEARING S2.2 JSCALE: 3/4" = 1'-0" EN PER SCHEDULE 1 4" TIMBERSTRAND LSL� RIM BOARD EN PER SCHEDULE PLYWOOD STH SEE 20/S5.1 FOR ITEMS NOT SHOWN OR NOTED ES AT 24" OC 1 HURRICANE CLIP A TRUSS EAR TRANSFER NAILING )@6"OC A35 PER SHEAR WALL SCHEDULE 32" OC MIN .I —SHEATHING PER PLAN ----4—TJI FLOOR JOISTS. --4" X 3" SDS SCREW EACH SIDE EA TJI BL TOP PLATE STUDS AT 16" OC LINO 3 FLOOR JOIST BEARING S2.2 JSCALE: 3/4" = 1'-0" TWO 4' X 3" SDS SCREWS EA SIDE EA TJI BLK (FOUR TOTAL PER BLOCK) TJI BLK WITH WEB STIFFENERS AT 4' OC ,-PLYWOOD STHG 8D@6"OCTO TJI BLKS -2X BLKG @ 4' OC \ �Fi2A @ EA TJI BLK \ LOOR JOISTS AT 16" OC BL TOP PLATE STUDS AT 16" OC LINO 5 FLOOR JOIST PARALLEL S2.2 SCALE: 3/4" = 1'-0" W BE) 16" X 5" FILLE- PL16X5X12� TWO ROWS C 1., SDS SCREWS GAGE (8 TOTAL RE POST PER PLAIN 8 S2.2 STEEL BEAM TO WOOD POST FLOOR SHEATHING 2X STUDS AT 16" OC UN 2 DETAIL S2.2 SCALE: 3/4" = 1'-0" TJI FLOOR JOIST IUS2.37/11.88 JH @ 11 8' TJI 230 IUS1.81/11.88 JU @ 11 8" TJI 110 4 DETAIL S2.2 SCALE: 3/4" = 1'-0" MSTI26 AT 8' MAX OC TYP UN 2 2" X FLANGE WIDTH NET NAILER. CONNECT TO BEAM FLANGE W/ TWO ROWS OF 4" X 2 2" SCREWS AT 8" OC STAGGERED IN PREDRILLED HOLES TJI FLOOR JOIST) ITS2.37/11.88 JH @ 11 $" TJI 23 ITS1.81/11.88 JU @ 11 $" TJI 110 TJI BLKG X 3" SDS SCREWS AT 6" OC LAP JOIST 6" MIN STIFFENERS ANC FOUR 16D -T- 1 6 JOIST TO BEAM S2.2 SCALE: 3/4" = 1'-0" TJI FLOOR JOIST 7 DETAIL S2.2 SCALE: 3/4" = 1'-0" PROVIDE HkJ%1-i r AT L50 g DETAIL S2.2 SCALE: 3/4" = 1'-0" SEE 4/S2.2 FOI NOT SHOWN C DOUBLE BEAM PER PLAN SPLICE WITH TWO ROWS 2" DIA BOLTS AT 8" OC STAGGERED INVEF 4 PER PLAN 0 1' 2' 3' 4' SECOND FLOOR AND LOW ROOF FRAMING PLAN LB PER PLAN SEE 2/S1.0 FOR TYP FRAMING NOTES z # SCALE 1/4" = 1' IIIIIIIIIII COIL STRAP PER NAILS PER S( 1 ABOVE, 1 BELOW zUi J J Z ow z w z w J 0 Z w SCHEDULE DOUG FIR HEM FIR STRAP END L. NAILS END L. NAILS CS22 6" 12-8D 8" 14-8D CS20 9" 14-8D 9" 16-8D CS18 11" 18-8D 12" 22-8D CS16 13" 22-8D 14" 26-8D CS14 16" 30-8D 19" 36-8D CMSTC16 20 50-16D 25 58-16D SINKER SINKER CMST14 30" 66-10D 34" 76-10D CMST12 33" 74-16D 38" 84-16D RECEIVED Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2 TRUSSES .10C 10 )DETAIL )COIL STRAP DETAIL S2.2 SCALE: 3/4" = 1'-0" S2.2 SCALE: 3/4" = 1'-0" DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PBS TUBES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE 0 OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED M' BL9 OF WAS,(// 0 � N C, O C> O 10 EXP 03/17/23 06/06/21 FOR JURISDICTION REVIEW 00 co C) 00 M >Q Cn W UMQ� J� > O I..L �O X w �T ^, WOO W J � `y�./ w m O QN w Z 0 Z w CM C) C) Lu 00 CY) Q U >- L: > Q = Q 3: U=J 0. Q Q V 0. O W �< �/ / ( 0 0 Cy) Lu z z N LL w_ J U CM C) C) 00 (0 CY) 0 0 Q 3: 1 1 ULQ Z 0 I` J vi L w Q J J W Q n/ 0 Q Lu w V 0. Q z Q Z coQ Lu ~ U Q 0 LL w O a Project Number: 21057 Date: JUNE 2021 Scale: 1/411 = 1'-0" UNO Sheet: S2.2 2X4 AT E, ROOF OOF TRUSSES AT 24" OC 2X STUDS A - ROOF SHEATHIN 2X GABLE MEMBER 1 HURRICANE CLIP 8D @ 6" OC EA TRUSS 4X BLKG COS EACH EP PER SHEAR WALL �—A35 PER SHEAR WALL SCHED 8D @ 6" OC SCHED 32" OC MIN MIN SHEATHING----2X6 AT 16" OC TYP TRUSS BEARING S2.3 SCALE: 3/4" = 1'-0" 2 DETAIL S2.3 SCALE: 3/4" = 1'-0" 8D@6" DTT2Z W/ 2" DIA X 8' LAG SCREW EA BRACE 2X4 BRA E AT 48" OC W/ LPT4A SIDE EA END EA BRACE LOCATION 3 DTT2Z W/ 2" DIA X 8" LAG �DETAI CREW AT EA BRACE S2.3 SCALE: 3/4" = 1'-0" 4 DETAIL S2.3 SCALE: 3/4" = 1'-0" @6"OC BLKG CONNECT TO STUD CH END WITH THREE DIA X 4 2" SDS SCREWS >6"OC -EDGER WITH TWO 16D TUD AND 16D @ 6" OC X6 BLOCK WALL BLKG CONNECT TO STUD CH END WITH THREE DIA X 4 2" SDS SCREWS @6"OC .X6 BLKG 6D@6"OC 2X6 LEDGER WITH TWO 16D EA STUD AND 16D @ 6" OC TO 4X6 BLOCK �2X WALL SEE 4/S2.2 OND WHERE BEAM EXTENDS BELOW SHOWN DASHED 4" DIA X 4 .AG > 24" OC URS JACK TRUSS AT 24" ( \ \ \ v— 5/S5.1 TYP LINO 0 1' 2' 3' 4' HIGH ROOF FRAMING PLAN SEE 2/S1.0 FOR TYP FRAMING NOTES SCALE 1/4" = 1' RECEIVED Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT /S2.3 M' BL9 OF WA SbIN�� N C, 0 o ONAL EXP 03/17/23 06/06/21 FOR JURISDICTION REVIEW 00 co C) 00 M V J W ^ �LOJ"t UMQ� > O I..L X w m0 J w co QLO N W Z Li Li L Z W M O C) W 00 CY) Q U >- L: > Q U = J 0. Q 0. O W �< �/ / ( 0 DEW z Z �NI..L W J U CM O M) 00 (0 V ) 0 0 3: 1 1 0 ^ Lo U Z 00 I` J L W Q J J W Q ry 0 Q U Lu w CD 0� 0 z Q Z mQW U Q LL W O a Project Number: 21057 Date: JUNE 2021 Scale: 1 /4" = V-0" U N O Sheet: S2.3 DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED CORNER ° a a a 2 #4 MIN VERTS =RS a ° a• a INTERSECTION a 40. -091 2 #4 MIN VERTS AND 180 DEG HOOK AT END OF WALL LAP TOP PLATES AT -- INTERSECTING WALLS CONNECT W/ 3 16D MIN STUDS PER PLANS OR SECTIONS 2 #4 MIN VERTS AT INTERSECTION ° a ° °. l ( °11 zi 1 i ° . i `4 #4 MIN VERTS AT al INTERSECTION RUN HORIZ BARS CONT THROUGH INTERSECTION INTERSECTION CORNER --PROVIDE STD 90 DEG = HOOK OR CORNER BARS ALT TAILS DBL MAT REINF SINGLE MAT REINF 1 TYP CONC WALL REINF S5.1 SCALE: 3/4" = V-0" E R PER PL A PER NOT 7 SCHEDU GS STUD EF X BLKG AT EA CORNER S 115 RI LES PER HF OPENING WIDTH 2X LL "W" < 4' 22 ILL 4'<" <E 32 SILL 6'<" <E A35 PER NOTE AL \- D CRIPPL a , AB PER SHEAR WALL SCHEDULE $" DIA AT 32" OC MIN PROVIDEr 5 4" X 3" X 3" WASHERS AT ALL ABs ANCHOR BOLTS TO BE CENTERED 5.1 2" MAX FROM SHEATHED SIDE OF 5 WALL ADD MEMBERS AT EXISTING WALLS TO MEET MINIMUMS POST PER SCHED NOTE: CONTRACTOR MAY EPDXY GROUT ALL THREAD IN LIEU OF SETTING ANCHOR BOLTS AT EXISTING CONCRETE WALL USE SIMPSON SET-XP EPDXY DEPTHS TO MATCH DEPTHS SPECIFIED FOR CAST IN PLACE ABS a < Q< < << 0 EE nim aim = :SCHED :D TYP WOOD WALL FRAMING 2 ROWS OF 16D AT 8" OC __----PROVIDE AT DBL 2X SCREWS PER SCHED DU HOLD DOWN PER PLAN OR SCHEDULE ° STEMWALL PER PLAN < < '-SOG� PER PLAN 2 #4 AT," 0 OR 7" 0 AB 3" CLR EA SIDE AB 2#4X3'0" e a 4 #4 AT 1" 0 AB PAIR 3" CLR HORIZ ° ° EA SIDE AB co DEEPEN FOOTING 3' EACH SIDE---L - - - - J DOTING PER PLAN OF HOLD DOWN AS NECESSARY TO PROVIDE REQ'D AB EMBEDMENT -PROVIDE PL a X 3 X 3 WITH DBL NUTS AT 1" DIA AB, 3" HOOK ri O OR STD NUT ELSE FOUNDATION HOLD DOWN S5.1 SCALE: 3/4" = V-0" FLOOR -FLR TO FND HD PER PLAN AND SCHED THREAD PER HD SCHED 'TS DIA WASHER COUNTERSINK INTO EXIST BEAM 11 HD DETAIL S5.1 SCALE: 3/4" = V-0" a I a I a a 41 DE 2 #4 MIN VERTS AND U BARS TO MATCH HORIZ REINF AT WALL END 2X6 EXT DBL 2X HEADE PROVIDE #3 AT 6" OC HORIZ AND 2 #4 VERT EA END a � •f ° a•• SINGLE REINF I.W., < 24" ROVIDE 2 #4 VERT EA END W/ STD VERT REINF BTWN TYP HORIZ REINF W/ STD HOOK EA END SINGLE REINF 24" <"W" < 48" SHORT WALL SECTIONS HEADER -EXT FACE HIGH DENSITY RIGID INSULATIO R10 MIN EXTERIOR WALL HEADER DETAIL OPENING WIDTH "W" HEADER KING STUDS CRIPPLE STUDS "W" < 4' (2) 2X6 OR 4X6 (1) 2X (1) 2X 4' <_ "W"< 6' (2) 2X8 OR 4X8 (2) 2X (2) 2X 6' <_ "W" < 8' (2) 2X10 OR 4X10 (2) 2X (2) 2X NOTES 1. WHERE FRAMING IS CALLED OUT ON PLANS, PLAN SIZES SHALL GOVERN 2. HEADERS SHALL BE ON DOUG FIR LARCH #1 OR BTR 3. STAGGER AND BLOCK ALL SHEATHING EDGES 4. PROVIDE AB AT 7" FROM ALL SPLICES IN SILL PLATE 5. ALIGN STUDS WITH SPLICES IN TOP PLATES 6. PROVIDE 8 16D MIN EA SIDE EA TOP PLATE SPLICE SEE 7/S5.1 7. PROVIDE A35 KING TO TOP OF HEADER, CRIPPLE TO BOT HEADER AND BOT OF SILL AND CRIPPLE TO SILL "T" INTERSECTION MARK SIMPSON MODEL POST POST CONN. ANCHOR BOLT NOTE 4 DIAMETER HDU2 HDU2-SDS2.5 (2) 2X (6) 0.625" HDU4 HDU4-SDS2.5 (2) 2X (10) 0.625" HDU5 HDU5-SDS2.5 4X DF#1 (14) 0.625" HDU8 HDU8-SDS2.5 4X DF#1 (20) 0.875" HDU11 HDUII-SDS2.5 6X DF#1 (30) 1" DIA HDU14 HDU14-SDS2.5 6X DF#1 (36) 1" DIA NOTES: 1. ANCHOR BOLT EMBEDMENT SHALL BE PER DETAIL, THICKEN FOOTING IF NEEDED TO ACHIEVE MIN EMBED. 2. ALL HOLD DOWNS TO BE MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 3. ANCHOR BOLTS SHALL BE ASTM A307 4. INDICATES NUMBER OF 4"X2.5"SDS SCREWS REQD 5. WHEN CONNECTING TO EXISTING CONCRETE, USE ALL THREAD AND EPDXY GROUT. EMBED PER DETAIL SCHEDULE FOR 10, 11 & 12/S5.1 POST PER SCHEDUL SCREWS PER SCHEDULE -- PROVIDE HEAVY HEX NUT AT HDU14; STANDARD NUT ELSE POST PER SCHEDUL HDU HOLD DOWN PER PLAN OR SCHEDULE ABOVE AND BELOW -ALL THREAD PER SCHEDULE LOOR FRAMING CREWS PER SCHEDULE 12 FLOOR TO FLOOR HOLD DOWN S5.1 SCALE: 3/4" = V-0" 16D Al STUD SEE SI TIES AT 6" OC 2 #5 MIN EA END DEL REINF 1.W11 < 24" TYP REINF "U" BARS OR TIES LAPPEDLBS a • ✓a • • a a a a a ° a DBL REINF 24"< "W" < 48" BAR SIZE LDB LDT LSB LST LDH #3 17" 22" 22" 28" 9" #4 22" 29" 29" 38" 11" #5 28" 36" 36" 47" 14" #6 33" 43" 43" 56" 17" #8 55" 72" 72" 93" 22" #9 1 62" 1 81" 1 81" 105" 25" NOTES: 1. LDB = BOTTOM BAR DEVELOPMENT LENGTH 2. LDT = TOP BAR DEVELOPMENT LENGTH 3. LSB = BOT BAR SPLICE LENGTH 4. LST = TOP BAR SPLICE LENGTH 5. LDH = HOOKED BAR DEVELOPMENT LENGTH 6. BARS LARGER THAN #9 SHALL USE MECHANICAL COUPLERS 7. TOP BARS HAVE MORE THAN 12" CONC BELOW 8. INCREASE LENGTHS BY 50% WHERE BAR COVER IS LESS THAN BAR DIAM 9. WHEN SPLICING DIFFERENT BAR SIZES USE LARGER BAR LENGTHS 2 REBAR LAP AND DEV'L S5.1 SCALE: NOT APPLICABLE 6 TYP WOOD WALL FRAMING S5.1 SCALE: 3/4" = V-0" UNLESS OTHERWISE NOTED, ALL CONCRETE WALLS SHALL BE REINFORCED PER THE FOLLOWING TABLE WALL THICKNESS HORIZ BARS VERT BARS LOCATION UP TO 6" #4 @ 12" OC #4 @ 12" OC CENTERLINE OVER 6" TO 8" #5 @ 16" OC #5 @ 16" OC CENTERLINE OVER 8" TO 10" #5 @ 12" OC #5 @ 12" OC CENTERLINE OVER 10" TO 12" #4 @ 12" OC #4 @ 12" OC EACH FACE OVER 12" TO 14" #5 @ 16" OC #5 @ 16" OC EACH FACE OVER 14" TO 18" #5 @ 12" OC #5 @ 12" OC EACH FACE 1. ALL WALL BARS SHALL BE LAPPED PER LSB 2. VERT BARS SHALL BE CONTINUOUS FROM FOUNDATION TO FLOOR ABOVE. BARS SHALL LAP ABOVE FLOOR LEVEL 3. ALL BARS SHALL BE 1 z" CLEAR OF OPENINGS OR ENDS OF WALLS. 4. STAGGER SPLICES OF ADJACENT BARS 3 MIN CONC WALL REINF S5.1 SCALE: NOT APPLICABLE 24 CENTERED ON SPLICE 2" MIN X WALL WIDTH SOLID BLOCK DETAIL AT OFFSET I DBL PLATE - TYPE 1 2) LPT4 EA SIDE OF BLOCK BOTTOM PLATE SPLICE 6-0" MIN BETWEEN SPLICES TOP PLATE SPLICE PROVIDE 8 16D MIN @ 6" OC BETWEEN SLICES 2 16D EA PROVIDrISTTAOWS 16D 11p" OC GER D TTYR LINO `2X STUDS AT 16" OC TYP LINO 7 TYP DOUBLE TOP PLATE SPLICE 55.1 SCALE: 3/4" = V-0" FOOTING SCHEDULE MARK SIZE REINFORCEMENT FTG1 2' X 2' X 10" (3) #4 BARS EACH WAY FTG2 Y X TX 12" (4) #4 BARS EACH WAY FTG3 4' X 4' X 12" (5) #4 BARS EACH WAY FTG4 3' X 3' X 24" (5) #5 BARS EACH WAY TOP AND BOTTOM FTG5 TX SIX 12" (6) #5 BARS EACH WAY FTG6 3' X 3' X 24" (4) #4 BARS EACH WAY TOP AND BOTTOM FTG7 16" DIA X 18" EMBED W/ (4) #3 VERT AND #3 TIES AT 6" OC NOTES: 1. SPREAD FOOTINGS SHALL BE CENTERED UNDER WALL OR POST AS APPLICABLE. EXTERIOR FOOTINGS SHALL BE BASED 18" MINIMUM BELOW LOWEST ADJACENT GRADE. 2. FOUNDATION CONCRETE SHALL BE 3000 PSI, 4" MAX AGGREGATE, NORMAL WEIGHT, 4" MAX SLUMP, 0.5 MAX W/C RATIO. 3. BOTTOM REINFORCEMENT SHALL BE 3" CLEAR OF BOTTOM OF FOOTING. TOP REINFORCEMENT SHALL BE 2" CLEAR OF TOP. 4. BOTTOM OF PAD FTGS SHALL BE FLUSH WITH BOTTOM OF ADJACENT WALL FTGS 4 S5.1 FOOTING SCHEDULE SCALE: NOT APPLICABLE 16 At -A L4/U J I KIJU I UKAL JI-ItH 1 1-IINU VVI 1 1-1 J I KUNU DIRECTION PERP TO ROOF FRAMING NAIL W/ 8D AT 6" OC EDGE AND 12" OC FIELD MIN LINO ON PLANS 8 ROOF SHEATHING 55.1 SCALE: 3/4" = V-0" JOISTS AT 16" OC PER PLAN 4" T&G APA 48/24 STRUCTURAL SHEATHING WITH STRONG DIRECTION PERP TO JOISTS. GLUE AND NAIL W/ 8D AT 6" OC EDGE AND 12" OC FIELD MIN LINO ON PLANS 9 FLOOR SHEATHING S5.1 SCALE: 3/4" = V-0" RECEIVED Jun 25 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT M' BL9 OF WAsli/ � N C, 0 O ONAL EXP 03/17/23 06/06/21 FOR JURISDICTION REVIEW 00 c MJ C) TO M 3: VJ W ^ co UMQ� - > O I..L � X w �T ^, Cn mO W J `yLO./ w m0QN W z_ Li Li L C7 z W M O O W 00 0 U LIJ Lu _ >- I Q U=� Q Q I..L LU �� / C)�/ /1 0 cy) LIJ z N LL W_ J U co C) C) C0 c0 M 0 0 C 1 0 c ^ co U Z W I` J Lu W J J W ry 0 < U Lu W V 0. Q z m Q W U Q�� W O W Project Number: 21057 Date: JUNE 2021 Scale: 3/4" = 1'-0" U N O Sheet: S5.1 DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED