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APPROVED ENG BLD PLN Architectural Plans (2)IBUILDLING HEIGHT SURVEY REQUIRED FOR THIS ' I P ROJ ECT.. I ' I I l I ----------------------------- i�M*i (SPECIAL INSPECTION REPORT FOR SOILS,FILL I ICOMPACTION,TEMPORARY CUTS CONDITIONS AND I ISUBGRADE CONDITIONS ARE REQUIRED FOR THIS PROJECT. I ------------------------------- OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Cn co - G on ret tt r yp 6' Sb M H O Asphalt Street GE 99.96 IE W 91.91 15" CP (Y IE S 92.16 24" CP I W W W IE SW 95.91 10" C Maple Street BTM 90.30 - , S!-�- � I SD SD18 SD 15 CP 15'-2" SD goo (p 60" SSMI-� Rim 100. 8 SIDE SETBACK FRONT YARD (MIN 101) 29'-6" @ STREET I IE N 88.13 12" CP vl IE E 88.24 10" CP IE S 88.23 1 " I� n/r o/t L ;�''' N IE W 88.2 0" CP 12`-� NEW SIDEWALK a- I DATUM P N-': 100.08' - ' ?NE`f✓li.i :: - --- o RIM OF SS NHOLE DR.WAY 59.97' Site BM P2 o N El 99.87 B `! Q LO °° OVOERHANG, DOWNSPOUT, `V TYP 1 o jo h 100.5' �• z End of 12" PLA TER - - I Foun I X2 BA li W/ 6" C RB 00. 3RD FLR. (D I DEMO l: 4 J6 _ _ EXIST' 40.2' rn ---- J Building #540 vi I I 1 HOUSE;:;: 0 U�11 A r 7 (5 o PARKING, TYP. ,7_1,51°4t (=300) k*16.5' 98.95' �? 8 �A KING, TYP J PROPOSED RIDGE LLI�+ sHT 131'-5"(131.42') 1 IRIV DN o (ALLOWED 131.81' - - - LU 0(4 4 24" PLANTER------,o I Q 11 W/ 6" CURB 12'-1 "I 18'x2 BAY E--- Z11 ON3RD� _-_�_J o SLAB @ ENTRIES, TY 1 -0 I I UNIT B t�1 _ ° 99.25' N.' i i UNIT B ,I ® I o rn Q di 0 (=302) cn NEW RETAINING �' L L 1- - - -� a WALL D b o1 NEW s DEMO STRE T DRIVEN /AY CANT J� TREE PER �C ood Fence � - C LAND CAPE 42" HIGH Conc i (- 4) PLAN RAILING REMOVE .r PROPOSED EXISTIN BIO- ETENTI N Wire Fence PLAN ER, DEMO -' I 3 3-UNIT TREES, TYP. w zI TYP. cn c GARAGE BUILDING `= 00 \ L - 12" PLANTER -0 1 2'x2'BAY �� w W/ 6" CURB n r ::: p o 0 n x �-_✓ I C z 102.5' c�CYv z_ Q P3 89-58'45" 9.96' CB Type 1 v r GE 105.28 o �° (T1 IE N 103.58 6" Cl GARBAGE BTM 103.08 iA RECYCLE - 10'X9' - R / W I I SITE PLAN N SCALE: 1 " = 20'-0" LEGEND -102 -102 XXX.X' E O 1. 2015 IRC WITH STATE AMENDMENTS 2. 2015 IMC (INCLUDING INTERNATIONAL FUEL GAS CODE) WITH STATE AMENDMENTS 3. 2015 INTERNATIONAL FIRE CODE WITH STATE AMENDMENTS 4. 2015 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS 5. 2015 WASHINGTON STATE ENERGY CODE (WAC 51-1 1) 6. EDMONDS COMMUNITY DEVELOPMENT CODE EXISTING CONTOUR LINE TO REMAIN EXISTING CONTOUR LINE TO BE MODIFIED EXISTING ELEVATION HEIGHT PARKING STALL FIRE CODE NOTES 1. ABANDONED RESIDENTIAL HEATING OIL TANKS SHALL BE DECOMMISSIONED WITH CITY PERMIT 2. INSTALL APPROVED BUILDING NUMBERS THAT ARE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS ON CONTRASTING BACKGROUND. BUILDING NUMBERS SHALL BE A MINIMUM OF 6" HIGH WITH A MINIMUM WIDTH OF 3.4' AND PROPORTIONATE TO BUILDING SIZE FOR VISIBILITY. SEE LANDSCAPE PLAN SHEET L-1 FOR ALL PLANTING -W SS PROJECT DATA SITE ADDRESS > CONSTRUCTION TYPE V-B SPRINKLERED W/ 13D FLOW EDMONDS, WA 98020 THROUGH SPRINKLER SYSTEM, W/ 2-HOUR FIRE -RESISTANCE RATED SCOPE OF WORK COMMON WALLS NEW CONSTRUCTION OF A 3-UNIT SFR BUILDING WITH ZERO LINE. 5 PARKING STALLS ARE PROVIDED OCCUPANCY ON SITE. DEMO EXISTING HOUSE & GARAGE RS-23 TOWNHOUSE W/ ACCESSORY LEGAL DESCRIPTION 4 PARCE?NUMBER CITY OF EDMONDS BLK 122 D-00 0043 421220 1900 LOTS 19 & 20 ZONE ZONE RM-1.5 RM-1.5 PROPOSED DEVELOPMENT STANDARDS SET BACKS 16.30.030 A. TABLE & 16.30.040.D CORNER LOTS HAVE NO REAR SETBACK, ALL SETBACKS ARE STREET OR SIDE SET BACKS STREET SET BACK: MIN. REQUIRED: 15' PROPOSED: 15'-2" @ 6TH AVE S & 15'-2" @ MAPLE ST SIDE SETBACK: REQUIRED: MIN. 10' PROPOSED: 13'-5 5/8" WEST SETBACK & 10'-3 3/4" SOUTH SETBACK SETBACK ENCROACHMENT: BAY WINDOWS, EAVES AND CHIMNEYS MAY ENCROACH 30" HEIGHT REQUIREMENTS 16.30.030 A. TABLE MAX. ALLOWED HEIGHT: 25', ROOF MAY EXTEND 5' ABOVE HEIGHT LIMIT W/ MIN. 4:12 PITCH PROPOSED: 131'-5" (=131.42') ROOF HEIGHT, SEE SHEETS A4.0 & A4.1 AVERAGE HEIGHT CALCULATION A= 100.3' B= 100.5' C= 102.5' D= 103.95 APPROVED BY PLANNING TOTAL 407.25' / 4 = 101.81' AVERAGE GRADE = 101.81'��4� MAX. ALLOWED BLDG. HEIGHT = 126.81' MAX. ALLOWED ROOF HEIGHT = 131.81' Dec 31 2020 LOT COVERAGE Approved by Fire 16.30.030 A. TABLE MAX. ALLOWED: 45% 07/21/2021 A F M /CFittei'er LOT AREA= 6,534 SF (1.5 ACRES) BUILDING AREA = 2,565 SF PROPOSED: 39.26% Approved. A residential fire sprinkler system is required. A recommended PARKING SPACE REQUIREMENTS 17.50.020 flow -through design will meet 17.50.020 A. RESIDENTIAL 1.b. MULTIFAMILY RESIDEN AL specifications and reduce equipment 2 BEDROOM = 1.8 PARKING PER UNIT and continuing maintenance 2 BEDROOM = 1.8 PARKING PER UNIT requirements. ECDC19.05.020C. 2 BEDROOM = 1.8 PARKING PER UNIT Provide a minimum combination TOTAL = 5.4 PARKING SPACES. water service of one inch (1 ❑) meter REQUIRED: 5 PARKING SPACES and one and one half (11/2❑) service line, or show that domestic and fire ENGINEERING DIVISION GARBAGE & RECYCLING protection needs can be met with a 2-8 UNITS = 8'X10' SPACE smaller service. APPROVED AS NOTED Building address per South County Fire Standard and visible from street. IMPERVIOUS SURFACE CALCULATION: Fire lane markings per South County 08/11 /2021 ROOF OUTLINE: 2,946 SF Standards. See #2 Above DRIVEWAY, SURFACE PARKING ***SEE CIVILS UNDER THE FILL/GRADE & GARBAGE: 1,522 SF PERMIT, BLD2020-0388 FOR ALL FRONT PATHS: 204 SF ENGINEERING REQUIREMENTS. *** TOTAL 4,672 SF HEATED AREA CALCULATIONS SFR UNITS UNIT A HEATED PARKING DECK 1 ST 210 SF 612 SF 2ND 749 SF 70 SF 3RD 844 SF TOTAL 1,803 SF UNIT B 1ST 212 SF 600 SF 2ND 842 SF 3RD 865 SF TOTAL 1,919 SF UNIT C 1ST 819 SF 2ND 750 SF 70 SF 3RD 844 SF TOTAL 2,413 SF TOTAL AREAS = 6,135 SF 1,212 SF 140 SF VICINITY MAP APPROVED pr 4 _indina c, th PLANS MUST BE ON JOB SITE 3lacketts 4,%, (ding South a ALL WORK SUBJECT TO FIELD INSPECTION FOR 4� CODE COMPLIANCE Kingston }% Amer y2 oil Booth 7 ,,ion sl Clayton St Dayton St rr a o m Alder St ' � WnInu95! City Of Edmonds Building Department Work PICKERING-NEW SFR TOWNHOME'S-BLD A,B and C Address 300, 302 and 306 6th Avenue South Owner Pickering, Chris Approved Date 01/11/2021 Building Official 11" rNadrUrzso Permit Number BLD2020-0384,0386 and 0387 a Kelso al { Shelleberger Creek PICKERING 300, 302 & 304 6TH AVE S. EDMONDS DRAWING INDEX A1.0 SITE PLAN & PROJECT DATA SURVEY COl CIVIL TESC PLAN CO2 CIVIL GRADING PLAN CO3 CIVIL DRAINAGE PLAN C04 CIVIL UTILITY PLAN C05 CIVIL FRONTAGE IMPROVEMENT PLAN C06 CIVIL DETAILS C07 CIVIL DETAILS C08 CIVIL DETAILS L-1 LANDSCAPE PLAN L-2 NOTES & DETAILS A2.0 ARCHITECTURAL NOTES A2.1 ENERGY FORMS A3.0 1ST FLOOR PLAN A3.1 2ND FLOOR PLAN A3.2 3RD FLOOR PLAN A3.3 ROOF PLAN A4.0 ELEVATIONS A4.1 ELEVATIONS & WINDOW SCHEDULE A4.2 COLOR ELEVATIONS A5.0 SECTIONS A6.0 DETAILS A6.1 BUILDING ENCLOSURE DETAILS A6.2 BUILDING ENCLOSURE DETAILS ELE.I ELEVATOR SHEET UNITS A & B ELE.2 ELEVATOR SHEET UNIT C S1 GENERAL STRUCTURAL NOTES S2 FOUNDATION PLAN S3 FLOOR FRAMING PLAN S4 ROOF FRAMING PLANS S5 SHEAR PLANS S6 FOUNDATION DETAILS S7 FLOOR FRAMING DETAILS S8 ROOF FRAMING DETAILS PROJECT CONTACTS OWNER CHRIS PICKERING 704 MAPLE ST EDMONDS, WA 98020 206-459-1227 ARCHITECT CB ANDERSON ARCHITECTS PLLC ATT. GABRIELLE MULLER 7209 GREENWOOD AVE N SEATTLE, WA 98103 206-782-291 1 CIVIL ENGINEER DAVIDO CONSULTING GROUP. INC. ATT. BEN IDDENS 15029 BOTHELL WAY NE LAKE FOREST PARK, WA 98155 206-523-0024 STRUCTURAL ENGINEER EQUILIBRIA STRUCTURAL ENG. ATT. JASON LINQUIST 12308 MUKILTEO SPEEDWAY, SUITE # 5 MUKILTEO, WA 98275 360-386-9476 SURVEYOR CHADWICK & WINTERS LANDSURVEYING AND MAPPING 1422 NW 85TH STREET SEATTLE, WA 98117 206-297-0996 LANDSCAPE ARCHITECT GLENN TAKAGI LANDSCAPE ARCHITECT 18550 FIRLANDS WAY N, # 102 SHORELINE, WA 98122 206-542-01128 ENERGY CODE CREDITS s Ay UoJ1eyM 2015 WA ENERGY CODE SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS F PER R406.2 FOR A MEDIUM DWELLING UNIT (1,500 SF TO 5,000 SF) 3.5 ENERGY CREDITS HAVE TO Civic Center BE PROVIDED. sasOe Playfield s .q" sl PROPOSED FOR EACH TOWNHOUSE UNIT: Ed.-da St Eo"m 51 Edmonds South-Snoh County Bell St Bell St P 4 z Main St Main Si Main St 9 Edrnonds Library - 1� Sno-Isle Libraries Dayton St Dayton St D ¢ Maple sr 302 6th Avenue South PROJECT LOCATION Alder St Alders, Beck Ln Y Beck L. Walnut 5l 0 d � n Holly D, � Ntm,nmlla 1_n CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN Bell St C Main SI 1 a EFFICIENT BUILDING ENVELOPE 0.5 CREDIT VERTICAL FENESTRATION U=0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB SLAB BELOW GRADE AND UNDER ENTIRE SLAB 3d HIGH EFFICIENCY HVAC EQUIPEMENT 1.0 CREDIT DUCTLESS SPIT SYSTEM HEAT PUMP, ZONAL CONTROL. HEAT PUMPS TO TO BE INSTALLED ON SECOND FLOOR AND THIRD FLOOR AT UNITS A & B, AND ONE ON ALL THREE FLOORS AT UNIT C 5a EFFICIENT WATER HEATING 0.5 CREDIT ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS 5c EFFICIENT WATER HEATING 1.5 CREDITS GAS WATER HEATER WITH MINIMUM EF OF 0.91 TOTAL CREDITS PER UNIT 3.5 CREDITS SEE GENERAL ENERGY CODE NOTES SHEET A-2. "A A" RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Cn x Iq N w IV V) I- w LU V) J Q z 0 O z O N ry LU CL I- O 0 LU 0 O LU LU co O O 0 LU LU V) LU V) I- J J vi I- w z O w z m I- 11 I- LU LU V) z O V) L IL IL Q Q r� J O IL IL U LU J z z O I- U z O U O L.L O z iii CB ANDERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C ITECT CRAI N ANDERSON STATE WASHINGTON a IME 0 W O Zo 09 p U) LU 08 a N W z o Z a ca 3 zad M C6 w J W LLI ll a oz F C) C) Lu Lu Ld to Lu C; a M W U d REVISIONS: 1 5 JUNE 2020 2 10 OCTOBER 2020 DRAWN BY: GM SCALE: III = 20' DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: Al ■ GENERAL NOTES 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) A. These notes are in abbreviate form. The intent is to further define those areas of work not clearly delineated on the drawings. The quality of workmanship throughout shall be first class and all materials shall meet or exceed the normal industry standards applicable in each case. B. All work is to be performed in strict compliance with the 2015 International Residential Code (I.R.C.), the 2015 Washington State Energy Code and all applicable provisions of prevailing local, state, and federal codes and ordinances, including appropriate licensing laws including any local amendments and compliance with the Land Use code / Zoning Ordinance. C. Notify and consult with Architect if discrepancies are found between drawings an site conditions and/or building or zoning requirements prior to start of Work. Any consequences resulting from these discrepancies will be the Contractors sole responsibility and expense if Architect is not consulted before area in question is constructed. D. Contractor shall verify field conditions prior to start of work. If measurements or conditions differ from drawings, notify Owner prior to start of work. Bring any conflicts to the attention of the Architect whereupon a final decision will be made. E. Dimensional strings are generated by a computer drafting program that usually rounds the dimension to the nearest 1 /8 of an inch. Therefore, it would be possible that a string of multiple dimensions and an overall dimensions of the same string could vary by 1 /8 of an inch. Please notify the Architect whether a verification of a dimension is needed or dimensions to 1 /16" are required. F. Unless noted otherwise, dimensions are to face of studs, face of foundation walls, centerline of columns, centerline of doors and windows. G. Do not scale drawings. During the reprographic process, proportions may have been altered. Use written dimensions. Where conflicts exist, notify the Architect immediately. H. The details shown are typical and shall be used for like or similar conditions not shown. I. Contractor to maintain in force at all times, insurance as required by Article 11 of the General Conditions of the Contract for Construction, AIA Document A201. Certificates evidencing said insurance shall be provided to the Owner, prior to commencement of any work. J. Contractor is solely responsible for all construction means and methods and shall maintain the structural integrity of any construction until all final lateral and vertical load carrying systems are completed - approvals from the architect do not extend to approval of construction means and methods. K. Drawings are for a complete installation with fully -functional assemblies - contractor is to field verify all dimensions and conditions prior to any work and shall be responsible for all work and materials including those finished by subcontractors. L. The Contractor shall coordinate with the Building Department for all Building Department required inspections. GENERAL REQUIREMENTS A. Provide all required temporary facilities and all temporary utilities as required to keep facility in operation during construction. Contractor is responsible for all costs associated with temporary facilities and temporary utilities. B. Construction Barricades: Provide construction barricade as required to keep Public and Employees safe, following all applicable federal, state and city codes and regulations. DRAWINGS / PERMITS BY OTHERS: It is the contractor's responsibility to provide additional drawings and permits as required to complete this project. The following list is by no means meant to be comprehensive, rather suggestive of the possible types of additional permits, drawings, and submittals that may be required during the course of the project. Depending on the project, some of the following permits, drawing, and submittals could come up including others not listed below: Provide Drawings / obtain Permit for Plumbing Work, Mechanical / Furnace Work, Electrical Work. Any deferred submittals shall be submitted to the Building Department for review and approval (if any). FRAMING (Project specific structural engineering shall govern) A. All materials and workmanship shall conform to the requirements of the drawings. notes, specifications, and all applicable codes and ordinances. See structural drawings. B. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to pp waters lash or in basements and which support permanent structures shall be p supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least inches above exposed earth and at least 1 inch above such floors. Section 2304.11 6 p S I.B.C. C. Wood framing members, INCLUDING wood sheathing, that are in contact with exterior foundation walls and are less than 8 inches from exposed earth shall be of naturally durable or preservative -treated wood (P.T. wood). Section 2304.12.1.2 I.B.C. D. Fire -blocking, draft -stops, and fire -stops to be per I.R.C. Ensure Fire Blocks meet I.R.C. Sections 302.11 and 602.8 requirements at horizontal & vertical within framing, and for all areas including furred spaces, concealed spaces at stairs, openings around vents, ducts & other penetrations, soffits, drop & cove ceilings. E. Where installation includes manufactured products, comply with the manufacturer's applicable instructions and recommendations for installation. Verify rough -in dimensions for equipment and provide buck -outs, backing and jacks as required. F. All GUARDRAILS to be 36" high minimum from finished floor line. Openings in railing assemblies are not to exceed 4" in one direction. Guard Live Load Requirements per I.R.C. Table R301.5: for guardrails and handrails 200 Ibs (a single concentrated load applied in any direction and at any point along the top) and for guardrail in -fill components 50 Ibs (guard-rail infill components except the handrail, balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 Ibs on an area equal to 1 SF. This load need not be assumed to act concurrently with any other live load requirements.) Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to each of the concentrated loads applied to the top of the rails, and to the load on the in-fil components. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. Handrails to be between 1 1 /2" dia. and 2" dia., with clearance of 1 1 /2" between rail and wall surface. Mount between 34" and 38" off stair nosing. G. DECKING: All wood exposed to weather, such as wood used for deck framing including, decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. H. SIDING RELATIVE TO EARTH OR CONCRETE PATIOS, ETC: Clearance between wood siding and earth on the exterior of a building shall not be less than 6 inches. Clearance between wood siding and concrete steps, slabs, patios, and similar shall not be less then 2 inches. Exception: when such siding is naturally resistant or P.T. 2304.12.1.5 I.B.C. DRYWALL FINISH A. Provide 1 /2" gypsum wall board for non -rated assemblies and 5/8" type "X" gypsum wall board for fire rated assemblies with all exposed joints and fastener heads smooth and flush with surface of board. Joints taped and prepared for application of finish. B. Per I.R.C. Section R302.7 enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1 /2 inch GWB. C. "Recommended Specifications for the Application and Finishing of Gypsum Board," latest edition, as published by the Gypsum Association (also published as ANSI 97.1 and "Using Gypsum Board and Ceilings", latest edition). Install for 1 hour fire -rating as governed by local codes. D. Per I.R.C. Section R702.3.7 Water resistant gypsum backing board shall NOT be installed over a vapor retarder in a shower or tub compartment. Water resistant gypsum backer board shall NOT be used where there will be direct exposure to water or in areas of high humidity. Per Table R702.4.2 the use of cement backer board is allowed in these areas. Glass mat (ASTM C 1 178) or fiber -reinforced gypsum panels (ASTM C 1278) are also allowed. DOORS AND WINDOWS A. Doors as selected by Owner, but must meet code, egress, hardware requirements. All exits shall be operable from the inside withoout the use of a key or special knowledge. Doors leading into the living area from the garage shall be self -closing and self -latching. B. See Floor Plans for Sizes of doors and windows. Rating and Required U-Values shall be per plan and as set forth on this sheet. See schedules attached or in drawings. All exterior doors, windows and skylights shall be NFRC certified. C. All Glazing within 24" of a door to be tempered, including any glass shower or tub doors. Additionally, glazing within 5 feet of the bottom or top of stairways where the sill is less than 60" AFF shall be Safety Glazed. I.R.C. R308.4 specifies other hazardous locations also requiring saftey glazing. D. Egress windows from sleeping rooms and basements with habitable space w/o sleeping room to have a minimum net clear opening of 5.7 SF, minimum of 24" clear height, 20" minimum clear width, with maximum sill height of 44" above finished floor. Exception: Grade floor or below grade openings can have a minimum net clear opening of 5.0 SF per I.R.C. R310. E. Window Well: Egress windows with a finished sill height that is below the adjacent grade level shall be provided with window wells that allow the window to be fully opened and provide a minimum clear opening of 9 SF, with a minimum dimension of 36". Window wells with a vertical depth of more then 44" shall be provided with an approved permanently affixed ladder or stairs that are accessible with the window in the fully open position. The ladder shall not encroach into the 36" dimension by more than 6" per I.R.C. R310. CEILING HEIGHT per I.R.C. R305 A. Habitable spaces/rooms, hallways, bathrooms, toilet rooms and laundry rooms shall have a ceiling height not less than 7 feet measured from FINISH floor to FINISH ceiling. Beams can NOT project below the required ceiling height. B. Bathrooms shall have a min. ceiling height of 6-8" at the center of the front clearance area for fixtures. C. Sloped Ceilings: For rooms with sloped ceilings at least 50% of the REQUIRED floor area of a room/space must have a ceiling height of 7-0" with no ceiling height less than 5-0" (i.e. minimum REQUIRED bedroom is 70 SF per R304.1, so at least 35 SF of a bedroom needs to have ceiling heights over 7 feet and the other 35 SF over 5 feet). D. Ceiling height in Basements used for Utility and Storage shall have a ceiling height of not less than 6-8". Beams, girder or ducts may project within 6 4' of the finished floor. E. Minimum areas for habitable rooms per I.R.C. R304: Common room: 120 SF; Cooking + Living or Living + Sleeping: 150 SF Kitchens are exempt from minimum area and dimensions. F. I.R.C. Definition of Habitable Space: A space in a building for living, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. EXTERIOR WALLS, ROOF ASSEMBLIES & WEATHER PROTECTION A. Building Enclosure Design: For Building Enclosure Notes see sheets at near end of the architectural set. STAIRS A. I.R.C. R31 1.7, MIN 36" WIDE, MAX. RISER = 7 3/4", MIN. TREAD = 10". Hand rails shall not project more than 4 1 /2" into the 36" clear pathway on either side. B. Landings: There shall be a floor or landing at the top and bottom of each stairway except a door swinging away from the stairs is OK for interior stairs. The width of each landing shall not be less than the width of the stairway served, min. 36" in the direction of travel. Max. 2% slope. C. Handrails: 34" to 38", min 1 1 /2" clear from wall, continuous from full-length of flight where risers are. Handrail ends shall be returned or terminate in newel posts or safety terminals. New posts can interrupt handrails at turns. The lowest tread may have a volute, turnout or newel. Handrails shall be of the two type listed in I.R.C. 31 1.7.8.3. or provide equivalent graspability. D. The minimum headroom at stairs shall be 6-8" measured vertically from a sloped plane adjoining the tread nosing (if applicable). SMOKE ALARM/DETECTORS per I.R.C. R314 and CARBON MONOXIDE ALARMS per I.R.C. R315 A. Smoke alarms shall be installed in the following locations: 1. Inside each sleeping room (see 4) 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms (see 4) 3. On each additional habitable story of the dwelling, including basements (see 4 & B) 4. NOT within 3' of a door or opening of a bathroom or shower room. B. Smoke Alarms near cooking appliances per below unless it violates the above (R314.3): l . Ionization smoke alarms shall NOT be installed within 20 feet of a permanent installed cooking appliance. The distance is cut in half to 10 feet for ionization smoke alarms with an alarm -silencing switch. 2. Photoelectric smoke alarms shall NOT be installed within 6 feet of a permanent installed cooking appliance. C. All smoke alarms shall be listed in accordance with UL217 and installed in accordance with the provisions of the I.R.C. and the household fire warning equipment provisions of NFPA 72. D. Carbon Monoxide Alarm Locations shall be installed OUTSIDE of each separate sleeping area in the immediate vicinity of bedrooms, and WITHIN a bedroom that has a fuel -burning appliance (such as a gas fireplace) per R315.3. E. Single station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with the I.R.C. and manufacturer's installation instructions. VENTILATION and INDOOR AIR QUALITY A. SOURCE SPECIFIC VENTILATION REQUIREMENTS per I.R.C. chapter 15, M1507 is required in each kitchen, bathroom, water closet, laundry room, and other rooms where excess water vapor or cooking odor is produced. The minimum source specific ventilation effective exhaust capacity shall not be less than levels specified in Table M1507.4 - Kitchens = 100 cfm intermittent, or 25 cfm continuous - Bathrooms = 50 cfm intermittent, or 20 cfm continuous B. WHOLE HOUSE VENTILATION - Using Fan • Whole house fan shall be located in the Utility/Laundry Rooms. Exhaust fan shall have a flow rating at 0.25 inches water gauge per table M1508.4.1. • Fans located 4' or less from interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water guage. Manufacturer's noise ratings shall be determined as per HVI 915 (Oct. 1995). • Must have label which reads Whole House Ventilation (see operating instructions). • Exhaust ducts shall terminate outside, have back draft dampers. • Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from ductwork using insulated flexible duct or other approved material. • Undercut door or provide transfer grill if Whole House Fan is located in Laundry/Utility Room. • Provide fresh air intake, minimum 4 sq.in. in habitable rooms per Washington State Energy code. Intergrate into windows, or use Panasonic Passive Inlet Vent #FVGKF3251 in each habitable room. Inlets shall be screened and away from any hazardous fumes. Doors shall be undercut 1 /2" min above surface of finished floor • HVAC contractor shall comply with proper sizing of supply ducts, damper size, minimum ventilation rate, fan noise and all other requirements in section M1508 of the IRC. Continuously Operating System Per I.R.C. Table M1507.3.3 (1) Unit sizes (all 3 bedroom): 1,316 SF,1,316 SF and 1,409 SF: minimum fan CFM required = 45 CFM Square Footage Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 NOTE: USE MIN 60 3001-4500 60 75 90 105 120 CFM FOR WHOLE 4501-6000 75 90 105 120 135 HOUSE FAN, TYP. 6001-7500 90 105 120 135 150 >7000 105 120 135 150 165 C. All gas appliances shall have fresh air intake and exhaust direct to outside, and to have sealed combustion chamber. D. Structural panels such as plywood, partical-board, wafer -board, shall be low formaldehyde emissions, labeled exposure 1, exterior grade. PYP A I ICT A. RANGE EXHAUST & DRYERS: Domestic kitchen range ventilation and domestic clothes dryers shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of chapter 15, sections M1502 and M1503 I.R.C. The exhaust air shall not be re -circulated within the residence and the exhaust ducts shall terminate outside the building and be equipped with back -draft dampers. B. Moisture exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall NOT be installed at the duct termination. Ducts for exhausting clothes dryers shall NOT be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. C. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, dryer exhaust ducts shall have a 4 inch diameter and shall not exceed a total combined horizontal and vertical length of 14 feet including two 90-degree elbows. Two feet shall be deducted for each 90-degree elbow in excess of two. D. Maximum Length of a dryer exhaust can be increased with a Dryer exhaust duct POWER ventilators shall conform to UL 705. The maximum length is determined by the manufacturer I.R.0 chapter 15, M1502.4.4 & M1502.4.5.3. (Example: Fan Tech dryer booster). E. Per IRC M1501.1 exhaust fan vents shall terminate outdoors and not in attics, soffits, ridge vents or crawl spaces. All vents shall exit the structure with clearances per M1506.3 and shall be not less than 3' from property lines, 3' from operable openings and not less than 10' from mechanical air intakes. MECHANICAL A. HVAC and Plumbing work shall be performed in a "BIDDER -DESIGN" manner. The Contractor shall submit such systems separately for permit. It is the Contractors responsibility to design systems that meet all requirements and codes. Contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanshipstandards for the industry. rY B. All drawings are to be submitted for review and approval to the Owner before performing Work. C. Heating for this project is with Ductless Split System Heat Pumps for main areas and electric wall heaters for all other areas D. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed per code, I.M.C. and chapter 13 of I.R.C. E. Appliances installed in garages or other areas where they may be subject to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. Equipment located in a garage and capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. F. Appliances installed in garages or other areas where they may be subject to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. Equipment located in a garage and capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. G. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code and I.M.C. and chapter 13 of I.R.C. H. Verify types, Manufacturer, and locations of all Plumbing Fixtures, Faucets with Owner prior to purchasing and / or installing. I. Vent outlet for gas appliances shall be 3' minimum away from operable windows, and 10, minimum away from fresh air intakes per WSEC and I.R.C. Chapter 24. WATER CONSERVATION NOTES A. Water Heating is per'F' under ENERGY CODE NOTES X B. Shower heads and kitchen sink faucets installed shall to be rated at 1.75 GPM or less. All N other lavatory faucets shall be rated at 1.0 GPM or less. Toilets to meet City AND / OR State H Energy Code as they govern. w LU ELECTRICAL A. Electrical work shall be performed in a "BIDDER -DESIGN" manner. The Contractor shall J Q Z submit such systems separately for permit. It is the Contractors responsibility to design systems CD that meet all requirements and codes. Contractor shall submit drawings, pay for, and obtain af permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. Z O B. All drawings are to be submitted for review and approval to the Owner before performing N Work. Specific attention is to be paid regarding Owner requested locations of electrical, phone and computer cabling port locations. LU C. Proper protection shall be provided around recessed light fixtures per manufactures O recommendations so that overheating will not occur. Recessed light fixtures to be I.C. rated. _ D. Light switches and outlets to be away from jambs and corners 8" min. to allow for trim. LZ 3 0 w FIRE -RESISTIVE REQUIREMENT NOTES o A. CONSTRUCTION TYPE V-B (Table 601 I.B.C) Interior & Exterior Bearing Walls, & Non -Bearing O Walls to be Type V-B construction as required � NOTE: All voids under stairs shall be 1-Hour Construction per plans and details. � B. TYPES OF CONSTRUCTION: Standards of Quality - Construction materials shall be labeled w `° appropriately, as required by the local municipality, showing that they comply with local code standards for such materials as building paper, decking material, foam plastics, wall p and roofing materials. Z 0 LU ENERGY CODE NOTES WSEC 2015 A. BUILDING AIR LEAKAGE SEALS & WEATHER STRIPPING: (R402.4) Exterior joints around LU w windows door frames, openings between walls and foundation, walls or roofs and all penetrations shall be sealed, caulked, gasket or weather stripped to limit air leakage. _ Other exterior joints shall be similarly treated, taped or covered with moisture vapor permeable house wrap. BUILDING AIR LEAKAGE TESTING: (R402.4.1.2 TESTING): As Coordinated with inspector, verify Q with each project. The completed building shall be tested and the air leakage rate of the U building envelope shall not exceed 5 air changes per hour.Testing shall be conducted LU with a blower door at a pressure of 0.2 inches water gauge (50 Pa). _ U B. HVAC CONTROLS: Each dwelling unit is required to be provided with at least one Q programmable thermostat for the regulation of temperature. (R403.1) Z C. DUCT TESTING: (R-403.2.2) Ducts shall be leak tested in accordance with WSU RS-33, if not entirely within building thermal envelope, (R403.2.1) Ducts shall be insulated min. R-8. o D. LIGHTING: (R404.1) A minimum 75% or permanently installed lamps shall be high -efficacy. Q m U F. ENERGY CREDITS: (R406) Energy efficiency requirements: Small Dwelling Unit (less than 1,500sf = or addition between 500 - 1500sf): 1.5 credits, Medium Dwelling Unit (all dwelling units not O small or large): 3.5 credits (R-2 = 2.5), Large Dwelling Unit over 5,000sf): 4.5 points. NOTE: This project: 3.5 credits required per dwelling unit: 1 O �� U 1 a EFFICIENT BUILDING ENVELOPE 0.5 CREDIT VERTICAL FENESTRATION U=0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB SLAB BELOW GRADE AND UNDER ENTIRE SLAB 3d HIGH EFFICIENCY HVAC EQUIPEMENT 1.0 CREDIT DUCTLESS SPIT SYSTEM HEAT PUMP, ZONAL CONTROL. HEAT PUMPS TO TO BE INSTALLED ON SECOND FLOOR AND THIRD FLOOR AT UNITS A & B, AND ONE ON ALL THREE FLOORS AT UNIT C 1 5a EFFICIENT WATER HEATING 0.5 CREDIT ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS 5c EFFICIENT WATER HEATING GAS WATER HEATER WITH MINIMUM EF OF 0.91 TOTAL CREDITS PER UNIT 1.5 CREDITS 3.5 CREDITS G. MOISTURE VAPOR RETARDERS: Per I.R.C. Section R601.3 install a vapor retarded (such as craft paper faced insulation, a special interior paint, vapor retardant foil or other approved vapor readers) in all framed walls, floors and roof ceiling elements of the building thermal envelope on the warm -in -winter side of the insulation. In wet areas such as shower stalls install vapor barrier behind cement backer board or install a waterproof membrane such as Schluter-Kerdi or approved equal over cement backer board. Install vapor barrier behind tubs and fiberglass tub -shower surrounds. I. INSULATION GLAZING/ VAPOR RETARDER: Residential Spaces are to follow the below Envelope Criteria: 2015 WASHINGTON STATE Energy Code, Table R402.1.1, "Insulation and Fenestration Requirements by Component" for Climate Zone Marine 4: - Fenestration U-Factor - 0.30 - 0.28 THIS PROJECT - Skylight U-Factor - 0.50 - Glazed Fenestration SHGC - NR - Ceiling R-Value - 49, for single rafter- or joists- vaulted ceilings, the insulation may be reduced to R-38. - Wood Frame Wall R-Value - 21 int - R-31 BLOWN IN THIS PROJECT (not required - voluntary) - Mass Wall R-Value - 21 /21 - Floor R-Value - 30 - R-38 THIS PROJECT - Below -Grade Wall R-Value - R-10 continuous insulation on the exterior of the wall, or R-15 on the 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 - R-21 INT PLUS R-5 Cl THIS PROJECT -Slab R-Value & Depth R-10, 2 ft - R-10 UNDER ENTIRE SLAB THIS PROJECT See Glazing calcs on window schedule RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I- w w V) Z O Q w Q Q J Q > O a_ a_ Q U LU J Z Z O U Z O U CZ O O Z r� CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C TECT CRAI AN ANDERSON STATE WASHINGTON W O Z IIIIIIIIIJ Z ON 2 w ~ 040 UJ = O 00 W Q O IME Z oa 3 � - M J V t k O Z M O 0 U w Q u C; FL M W cn a REVISIONS: 1 5 JUNE 2020 DRAWN BY: GM SCALE: NA DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: A2mO L- Window, Skylight and Door Schedule Project Information Pickering SFRs 300 6th Ave S, Edmonds, WA 98020 Unit A Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor casement or fixed 2636 10.28 casement or fixed 2640 0.28 casement & awning 2656 0.28 fixed 3020 0.28 casement or fixed 3046 0.28 casement & awning 3056 0.28 glass swing door 3'Ox7'0 0.28 glass sliding door 6'Ox7'0 0.28 opaque door 3'Ox7'0 0.28 opaque double door 4'Ox7'0 0.28 Overhead Glazing (Skylights) Component Contact Information Gabi Muller / CB Anderson Architects 7209 Greenwood Ave N, Seattle, WA 98103 Phone 206-782-2911, e-mail gabi@cba-arch.com Width Height at. Feet inch Feet Inch Width Height Qt. Feet Feet =MEMO =MEMO ©MEMO =MEMO MMEME MMEME =MEMO MMEME Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA 0.0 0. )0 0.0 0.()0 Area UA Area UA Window, Skylight and Door Schedule Project Information Contact Information Pickering SFRs Gabi Muller / CB Anderson Architects 302 6th Ave S, Edmonds, WA 98020 7209 Greenwood Ave N, Seattle, WA 98103 Unit B Phone 206-782 2911, e-mail abi@cba-arch.com Width Height Ref. U-factor CIL Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) I I I I 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Description Ref. U-factor casement or fixed 2636 0.28 casement or fixed 2640 0.28 casement & awning 2656 0.28 fixed 3020 0.28 casement or fixed 3046 0.28 glass swing door 3'Ox7'0 0.28 glass sliding door 9'Ox7'0 0.28 opaque door 3'Ox7'0 0.28 opaque double door 4'Ox7' 0.28 Overhead Glazing (Skylights) Component Width Height Qt. Feet inch Feet Inch =ME= ©©©ME MMEME MMEME MMEME --■-■ MMEME --■-■ Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet inch Feet inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA Area UA 308.51 86.38 ......................................... Window, Skylight and Door Schedule Project Information Contact Information Pickering SFRs Gabi Muller / CB Anderson Architects 304 6th Ave S, Edmonds, WA 98020 17209 Greenwood Ave N, Seattle, WA 98103 Unit C Phone 206 782 2911, e mail gabi@cba-arch.corn Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) F0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Description Ref. U-factor casement or fixed 2636 0.28 casement or fixed 2640 0.28 casement & awning 2656 0.28 fixed 3020 0.28 casement or fixed 3046 0.28 casement & awning 3056 0.28 glass swing door 3'Ox7'0 0.28 glass sliding door 6'Ox7'0 0.28 opaque door 3'Ox7'0 0.28 Overhead Glazing (Skylights) Component Width Height Qt. Feet Inch Feet Inch MMEME MMEME MMEME MMEME MMEME --■-■ --■-■ Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet Inch Feet inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA Area UA Simple Heating System Size: Washington State Simple Heating System Size: Washington State Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. (360) 956-2042 for assistance. 956-2042 for assistance. Project Information Contact Information Project Information Contact Information Project Information Contact Information Pickering SFRs Gabi Muller/ CB Anderson Architects Pickering SFRs lGabi Muller/ CB Anderson Architects I Pickering SFRs lGabi Muller/ CB Anderson Architects 300 6th Ave S, Edmonds, WA 98020 J7209 Greenwood Ave N, Seattle, WA 98103 1302 6th Ave S, Edmonds, WA 98020 17209 Greenwood Ave N, Seattle, WA 98103 1304 6th Ave S, Edmonds, WA 98020 7209 Greenwood Ave N, Seattle, WA 98103 Unit A Phone 206-782-2911, e-mail gabi@cba-arch.com Unit B Phone 206-782-2911, e-mail gabi@cba-arch.com Unit C Phone 206-782-2911, e-mail gabi@cba-arch.com Heatino System Type: O All Other systems O Heat Pump Heating System Tvge: O All omen systems QQ Heat Pump Heatino System Type: O All Omer systems Q Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions ". To see detailed instructions for each section, place your cursor on the word "Instructions". To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Design Temperature Design Temperature instructions J Design Temperature Difference AT 46 g p ( ) Design Temperature Difference AT 46 g p ( ) Instructions Design Temperature Difference AT 46 g p ( ) Edmonds I■ oT =indoor (70 degrees) -Outdoor Design Temp Edmonds AT =Indoor (70 degrees) -Outdoor Design Temp Edmonds �� AT =Indoor (70 degrees) -Outdoor Design Temp Area of Building Area of Building Area of Building Conditioned Floor Area Conditioned Floor Area Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,803 Conditioned Floor Area (sq ft) 1,919 Instructions Conditioned Floor Area (sq ft) 2,413 Average Ceiling Height Conditioned Volume Average Ceiling Height Conditioned Volume Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.0 16,227 structions Average Ceiling Height (ft) 9.0 17,271 nstructions Average Ceiling Height (ft) 9.0 21,717 Glazing and Doors U-Factor X Area UA Glazing and Doors U-Factor X Area UA Glazing and Doors U-Factor X Area UA Instructions Instructions � u-o.ze � 0.280 401 112.22 l u azs � 0.280 309 86.52 `u aza . 0.280 397 111.16 Skvllehts U-Factor X Area = UA Skyliahts U-Factor X Area = UA Skylights U-Factor X Area = UA Inelmodons 0.50 --- Instmollons 0.50 --- Instructions 0.50 Insulation Insulation Insulation Attic U-Factor X Area = UA Attic U-Factor X Area = UA Attic U-Factor X Area = UA Instmetione R-49 0.026 844 21.94 Instmelione I R-49 0.026 865 22.49 Instructions I R 49 � 0.026 844 21.94 Single Rafter or olist vaulted Callings U-Factor X Area UA Single Rafter or Jots Vault Ilings U-Factor X Area UA Single Rafter or Jol Vale 11ings, U-Factor X Area UA Select R-Value No selection --- INc6oM No selection --- Select R-Value Instruction Select R-Value No selection --- Above Grade We sse f U-Factor X Area UA Instructions R-21 INT plus R-4 ci 0.043 1,801 77.44 Above Grade Walls (sesRPM f U-Factor X Area UA Instructions R-21 INT plus R-4 ci 0.043 1.228 52.80 Above Grade Walls !•ssFINM f U-Factor X Area UA Instructions �R-21 INT plus R-4 ci 0.043 1.635 70.31 Floors U-Factor X Area UA Floors U-Factor X Area UA Floors U-Factor X Area UA Instructions 0.025 563 14.08 Instructions 0.025 635 15.88 � Instmctiona 0.025 94 2.35 � R-38 R-38 - - R-3s Below Grade Walls (we Figure 1) U-Factor X Area UA Below Grade Walls (see Figure 1) U-Factor X Area UA Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions l No selection --- ■ Select R-value Instructions 6 No selection --- Select R-value Instructions 0.028 341 9.55 R-21 int plus R-5 ci ��_ Slab Below Grade (see Figure a F-Factor X Length UA Slab Below Grade fsee Figure a F-Factor X Length UA Slab Below Grade fsee Figure a F-Factor X Length UA Instructions No selection --- Select conditioning Instructions No selection --- Select conditioning Instructions 6 �� 0.303 74 22.42 R-10 Fully insulated ��_ Slab on Grade (a••FNan n F-Factor X Length UA Slab on Grade (we Fi=mj F-Factor X Length UA Slab on Grade (we n F-Factor X Length UA Instruction 0.360 74 26.64 Instructions �0.360 74 26.64 .Flmm Instructions R-10 Fully �� 0.360 13 4.68 R-10FullyInsulated R-10 Fully Insulated I nsulated Location of Ducts Location of Ducts Location of Ducts instructions Duct Leakage Coefficient instrucuona Duct Leakage Coefficient Instructions � Duct Leakage Coefficient No Ducts 1.00 No Ducts 1.00 � L� No Ducts 1.00 Sum of UA 252.33 Sum of UA 204.33 Sum of UA 242.41 Envelope Heat Load 11,607 Btu / Hour Envelope Heat Load 9,399 Btu / Hour Envelope Heat Load 11,151 Btu / Hour Figure 1. SumofUAXAT Figure 1. SumotUAXAT Fioure 1 Sum otUAXAT Air Leakage Heat Load 8,062 Btu / Hour Air Leakage Heat Load 8,580 Btu / Hour Air Leakage Heat Load 10,789 Btu/Hour VolumeX 0.6XATX.018 VolumeX 0.6 XATX.018 Volumex a6XATX.018 Anwa Grave Building Design Heat Load 19,669 Btu / Hour Above Grade Building Design Heat Load 17,979 Btu/Hour Above Grade Building Design Heat Load 21,940 Btu / Hour Air Leakage + Envelope Heat Loss Air Leakage + Envelope Heat Loss Air Leakage + Envelope Heat Loss Building and Duct Heat Load 19,669 Btu/Hour Building and Duct Heat Load 17,979 Btu/Hour Building and Duct Heat Load 21,940 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10 Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10 Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Ducts in conditioned space: Sum of Building Heat Loss X 1 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 24,586 Btu / Hour Maximum Heat Equipment Output 22,474 Btu / Hour Maximum Heat Equipment Output 27,425 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.40 for Forced Air Furnace Buking and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump Building and Duct Heat Loss X 1.25 for Heat Pump Budging and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) (07101113) (07/01/13) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Pickering SFRs Gabi Muller / CB Anderson Architects 300, 302 & 304 6th Ave S, Edmonds. WA 98020 7209 Greenwood Ave N, Seattle, WA 98103 Units A, B and C 206-782-2911 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones R-Value' U-Factor` Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC'e n/a n/a Ceiling' 491 0.026 Wood Frame WalIg,mn 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 301 0.029 Below Grade Wall` m 10/15/21 int + TB 0.042 Slab' R-Value & Depth 10, 2 ft n/a Iaue H41J1.1.1 ano Iaole H4U2.1.J rootnotes InClU(jeo on rage L. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 212. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary nntinn Descrintion Credit(sl 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 2.0 1 d Efficient Building Envelope 1 d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 lRenewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions "A 0.5 1.0 0.5 1.5 0.0 3.50 RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 x N W H V) LU LL1 J Q Z 0 O Z O cn 12 W IL O IU W U 0 O I� IL W W m O O 6 W > L.0 W J J Q vi U W U Q Z O W 0 Z Q m U I- E Q_ �X3 DJ W [n Z O CY Q W W W Q Q r) J Q O Q U r) N W J Z Z O 0 U r) Z O U W O LL_ I- O Z CB AN DERSON ARCHITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C TECT 1 CRAI AN ANDERSON STATE WASHINGTON F ZO 0W W O 0 a N LL W=c lcor!� Q Zsons M vI WW J L W0Z I- M O U CC � LLJ LLI W W Q G ° aMW REVISIONS: 5 JUNE 2020 DRAWN BY: GM SCALE: NA DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: A2ml 1 UNIT 2 UNIT 3 UNIT 14 84' - 6" , 28' - 3" 28' - 0" 28' - 3" .11 21 ' - 1" 6' - 10" 0' - 8" 20' - 6" 6' - 10" 0'- 8" 6' - 10" 21 ' - 1" 10'-91/2" 2'-6" 1'-6" 2'-6" 3'-91/2" 3'-5" 3'-5" 3'-9 1/2" 2'-6" F- 6" 2'-6' 10'-21/2" OOF Of 3'-5" 3'-5" 0 - " 3'-5" 3'-5" OF 3'-31/2" 7'-6" 10'-31/2" 2 0 PROJECTING BAY A-5.0 ABOVE - N - 2620 2620 2620 2620 —10 2640 2640 2640 - 0A6.0N L N o r, 0 X oN o� - - oN M 1 p C� p p M 1 A6.1 L o Bedroom UP - Entry SD A-5.0 Entry UF' Entry - - --_P R-38 IN CEILING ABOVE R-38 IN CEILING ABOVE UNHEATED SPACE, TYP. UNHEATED SPACE, TYP. 2'8X6'8 ** Parkin 3'-1 1/4" 3'-51/4" ** Parkin -- --- ------ - _ 1 g - g 3'- 1 1 /4" 3' - 1 /4_ 3'- 10 1 /4" �T 3'- 5 1 /4- CMA R-31 BLOWN -IN 40 - --__� INSULATION eSD ______2'8X6'8 90 X�_X o �______ Bathroom o Closet N 20'-2" 6'-10" ____; 20'-01/2" b'-10" _' ===,7-III7 --- o 10 R-31 BLOWN -IN --� �______- �__ _-- 50 00 --� INSULATION, PROVIDE o 2X2 FURRING ON - ---- 11 -- - - -- -- --- 7' - 0 3/4" GARAGE SIDE OF WALL, TYP. o X LU oD O x X 00 20 N "' 00 W/D — — — — — — — 3'OX6'8 11 0 - � 42�N o IElevatorshaftto have ** 20-MIN. 1 o C° X W H O io Xo Ifrom the 1st floor level to 0 3'OX6'8 9 N (the roof/attic. (TYPICAL) I X co L o M I I a M -- — - — - — I A6.0— — — — — — — — — — - (Fire separation to be �j � 4' - 8" WHOLE 60 I eV Z (maintained at MR.I Z Z HOUSE FAN N_ utility I(TYPICAL) I a0 io I M R. E 00 ILL_ DOORS TO MECH. EQUIPMENT � 70 Laundry L _ — _ — _ — o V. ROOMS TO BE INSULATED PER o R. E co � o . `' WINDOW SCHEDULES ON A-2.1, b �",� o v TYP. t co NIS (V CV 00 CO 0 X 4'- 4 1 /2" FIN. i40" R.O. FOR ELEVATOR DOOR 4'- 4 1 /2" FIN. 1 4'- 3 1 /2" FIN. JAMBS, VERIFY W/ MANUFACTURER 1'-0" 19'-71/2" 7'-31/2" 1'-0" 19'-81/2" 7'-31/2" 0'-8"2'-2" 2'-91/2" 2'-6" 20'-51/2" 28' - 3" 28' - 0" 28' - 3" 84' - 6" FIRST FLOOR SCALE: 1 /4'' = 1'-0" LEGEND - TWO -HOUR WALL NOTES BASEMENT WALL 8" CONCRETE WALL W/ 1. PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT ALLOWED IN THE CAVITY OF THE R-5 (1") CONTINUOUS INSULATION & R-21 COMMON 2-HOUR PARTY WALL. (IN 2X6 FRAMING CAVITY) 2. THE MEMBRANE OF THE TWO-HOUR FIRE -RESISTIVE PARTY WALL SHALL BE CONTINUOUS FROM THE 0 NON -RATED EXTERIOR WALL: 2X 6 FRAMING FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING. CONTRACTOR SHALL PAY SPECIAL ATTENTION PER STRUCTURAL W/ 2x2 FURRING ON TO ENSURE THE CONTINUITY OF THE 2-HOUR FIRE -RESISTIVE WALL MEMBRANE AT ADJACENT STAIRS, INSIDE TO ACCOMMODATE R-31 BLOWN - LAUNDRY AND BATHROOM ENCLOSURES. IN INSULATION ® 2-HOUR PARTY WALL W/ (2) 2X4 STUDS ** PARKING SEPARATION NOTES WITH 1" AIR SPACE & (2) LAYERS OF 5/8" TYPE X GWB EACH SIDE AND GLASS FIBER PER IRC TABLE 302.6 INSULATION PER GA FILE NO WP 3820 1. GARAGE SHALL BE SEPARATED FROM RESIDENCE BY 1 /2" TYPE 'X' GWB 2. GARAGE BELOW HABITABLE ROOM SHALL BE SEPARATED BY (2 LAYERS) 5/8- TYPE 'X' GWB NOTE - PLUMBING, MECHANICAL, AND 3. STRUCTURE SUPPORTING FLOOR -CEILING ASSEMBLY SHALL BE PROTECTED BY 1 /2" TYP 'X' GWB. VENTS ARE NOT ALLOWED IN THE CAVITY 4.20 MINUTE OR SELF -CLOSING, TIGHT FITTING, 1 3/8" SOLID CORE DOOR, TYP. AT GARAGE TO LIVING OF THE 2-HOUR PARTY SEPARATION WALL SPACE. E EGRESS, MIN. 5.7 SF NET OPEN INSULATION CERTIFICATE (MIN. 24" HIGH, 20" WIDE) BUILDER SHALL COMPLETE AND POST FOR EACH DWELLING UNIT AN "INSULATION CERTIFICATE FOR SG SAFETY GLAZING RESIDENTIAL CONSTRUCTION" WITHIN 3OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. SD SMOKE DETECTOR STAIR & HANDRAIL NOTE 1. PER IRC R31 1.7.5: 7-3/4" MAX. RISER HEIGHT AND MIN. 10" TREAD DEPTH OCM CARBON MONOXIDE DETECTOR 2. CONTINUOUS 1.5" DIA. HANDRAIL ON ONE SIDE, HANDRAILS 1-1/2" OUT FROM WALL WITH ENDS RETURNED TO WALL AT 34" ABOVE NOSING TYP. EXHAUST FAN W/ CFM BELOW MR MECHANICAL ROOM FOR ELEVATOR EQUIPMENT RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cY) X N LU H F_ LU LU _ cn J 001 FAI Z O cn w w O 0 w 0 O w w m O O 6 w w V) w J J Q F_ w F_ Z O w 0 z Q m U _ IL X IN F_ w w _ z O w IL li Q CL Q J Q > O IL CL U V) w J Z z O z O U O LL F_ O z Is CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 261 1 N E 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4911 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON V) O Z Q Z 1) O QC4 Ix 0 O O W Q O `O:) Z dS V; LL CV LU V)O(y) O LU K �LU REVISIONS: DRAWN BY: _ — — — GM SCALE: 1 /4" = 1 '-T DATE: 3/18/2020 PROJECT NO: 1704.0 Am D/l(lCC rl\JCD CKITDICC Trl DC 1 Ut-'M ID 28' - 3" 28' - 0" 28' - 3" PARTY WALL DETAIL LEGEND BASEMENT WAL:L 8" CONCRETE WALL W/ R-5 (1") CONTINUOUS INSULATION & R-21 SECONDFLOOR (IN 2X6 FRAMING CAVITY) 0 NON -RATED EXTERIOR WALL: 2X 6 FRAMING SCALE: 1 /4" — 1 -O ZO PER STRUCTURAL W/ 2x2 FURRING ON INSIDE TO ACCOMMODATE R-31 BLOWN - IN INSULATION 2 HOUR FIRE -RATED PARTY WALL REF 2-HOUR PARTY WALL W/ (2) 2X4 STUDS DETAIL WITH 1" AIR SPACE & (2) LAYERS OF 5/8" TYPE X GWB EACH SIDE AND GLASS FIBER INSULATION PER GA FILE NO WP 3820 NOTE - PLUMBING, MECHANICAL, AND VENTS ARE NOT ALLOWED IN THE CAVITY OF THE 2-HOUR PARTY SEPARATION WALL 2X6 NON -RATED E EGRESS, MIN. 5.7 SF NET OPEN EXTERIOR WALLS (MIN. 24" HIGH, 20" WIDE) SG SAFETY GLAZING SD SMOKE DETECTOR CMCARBON MONOXIDE DETECTOR EXHAUST FAN W/ CFM BELOW MR MECHANICAL ROOM FOR ELEVATOR EQUIPMENT 10 a N RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cY) x N LU H LU LU cn J Q z ,, 0 O z 0 w O 0 w U 0 O w w m O O z 0 w w V) w V) C� J J Q vi U w F_ 2 U Q z O w 0 z Q m U C� IL F_ w w _ z O Q w IL li Q w Q J Q O IL w Q V) w J z z O z O U O LL F_ O z Is CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON Z Q V) O Q C� z QN O O } CO -0 0, LL LU Q 0 Cy > Z Z � ` LUO 04 LU 0 V he (y) o w LU V =N ��w v7 REVISIONS: DRAWN BY: GM SCALE: As indicated DATE: 3/18/2020 PROJECT NO: 1704.0 Am • N w 0 1 �0 A-5.0 zo 1 21'- 1" - 1 1/2" 3'-0" F- 0" 3'-0" 1'-0" 3'-0" 3046 1 1 3046 0 N O o M �0 Bedroom 0 0CM ,11 UNIT 7' - 1 1 1 /2" 2 2 A-5.0 6' - 10" 0 -8" 2'- 2" 2'- 6" . 2'- 2" � 1 3046 0 2640 a WIC W/° aundry .020 X o 60 W H w SD 7�p i% - ----- 3' - 1" 4' - 11 1 /2" 3' - 1 Z -:i T 2'8X6'8 Q - - - - - - � - ----- _ 00 co Bath � - ----- N ---- 50 50 50 L �J - ----- � Bathrm. rp WC ATTIC ACCESS, - - --- ( o l U) m MIN. 22"X30", - - - - - �Ii� `\I TY P. 2'8x6'8 8CMA - - - - - 2'8X6'8 DINo SD 14'-6" 5'-91/2" 7- 2" v 0 C o Master CD C� Bedroom WIC I 2640 3046 3020 3046 3046 3'-5" 1' -6" 9'-01, F- 6" 2'-6" 2'-6" 7'-6" 3'- 5" 12' - 0" 16' - 2" 20' - 6" WHOLE HOUSE FAN, TYP. Master Bedroom UNIT B 84' - 6" 28' - 8" 2'8x6'8 EU (D Bathrm. N we 50 50 10 C/)� o 3'-2" 4'-11" 3'-1" 10 a-1 CU 00 U) zo 0 Bedroom U o N 0'- 8" 3'- 0" 3046 3046 12' - 0" 12' - 0" Q UNIT C 6'- 10" 21 ' - 1" o, „ 5'- 0" V- - 10", 2' - 2" 2'- 6" 2'- 2" 5'- 0 1 /2" 3'- 0" F- - 0" 3'- 0" F- - 0" 3'- 0" 5- 0 1 /2" 3'- 0" MI N.,TYP. 2640 2640 3046 ft— II i II Q Laundry 2640 L- - - - Hallways SD 6-- 60 — WH oD WHOLE SD CO HOUSE --- ------ X N FAN --- ------ CMA ------ ------ 0 2'8X6'8 o' ATTIC ------ ------ ATTIC ACCESS ----- ------ ACCESS 2'8X6'8 F- ------ ------ F — -1 _ I I I I 01 O L- -1------ ---- � -1 WIC_ - -7' - 0„ 0 710" loo -1Cz 3athr _ -- DN-- ---- --- 20 DN N 7 2„ "v00 SD Mk/4 v 2'8x6'8 72'880 SG 7'-10"CMA aD 00 X `� X 0 C7 co SD 4' - 3 1 /2" CLR. le o MR Ele . U THIRD FLOOR SCALE: 1 /4'' = 1'-0" I 3046 12'-4" 0'-8" 9'-2" F- 6" 22' - 2" H O Z 3046 1 1 3046 N co Master Bedroom N 0 co 0 0 0 N co 14'-41/2" N ao co 722'8'8 XO�Dw CNN6'- 8" 5- 0" 6'-51/2" NV N 00 SD Den 9' - 0" 12' - 0" Bathrm. o �G �0 ® m N P501 N CN mower 3046 F- 6" 6'-9" oe 6'-9" LEGEND BASEMENT WALL 8" CONCRETE WALL W/ R-5 (1") CONTINUOUS INSULATION & R-21 (IN 2X6 FRAMING CAVITY) NON -RATED EXTERIOR WALL: 2X 6 FRAMING PER STRUCTURAL W/ 2x2 FURRING ON INSIDE TO ACCOMMODATE R-31 BLOWN - IN INSULATION ® 2-HOUR PARTY WALL W/ (2) 2X4 STUDS WITH 1" AIR SPACE & (2) LAYERS OF 5/8" TYPE X GWB EACH SIDE AND GLASS FIBER INSULATION PER GA FILE NO WP 3820 NOTE - PLUMBING, MECHANICAL, AND VENTS ARE NOT ALLOWED IN THE CAVITY OF THE 2-HOUR PARTY SEPARATION WALL E EGRESS, MIN. 5.7 SF NET OPEN (MIN. 24" HIGH, 20" WIDE) SG SAFETY GLAZING SD SMOKE DETECTOR OCM CARBON MONOXIDE DETECTOR PEXHAUST FAN W/ CFM BELOW MR MECHANICAL ROOM FOR ELEVATOR EQUIPMENT B 0 0 N N <Y) X N LU H LU LU cn J Q ,,Z V O Z 0 LU O 0 LU U 0 O LU LU m O O z 6 LU LU V) LU J J F_ w F_ 2 U Z O LU 0 z m IL F_ LU LU _ z O Q LU IL IL Q CL Q J Q O IL CL Q U V) LU J Z z O RESUB Nov 30 2020 CITY OF EDMONDS Z DEVELOPMENT SERVICES O DEPARTMENT U O LL F_ O z Is CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON Z V) O Q Z Q) CLQC4 O } w *-0 °' W -q Q O o� LL z C'6 tri LU Np LU O V o0 w _ C`7 LU W REVISIONS: DRAWN BY: GM SCALE: 1 /4" = 1 '-0" DATE: 3/18/2020 PROJECT NO: 1704.0 • -A) SOLAR -READY NOTES PER IRC SECTION U103 ROOF � ROOF VENTILATION CALCULATION U 103.3 - TOTAL SOLAR READY ZONE FOR TOWNHOMES SHALL BE 150 SF FOR TH UP TO 2,000 SF FLOOR O ROOF VENTING PER IRC R806 AREA AND 300 SF FOR TH WITH MORE THAN 2,000 SF FLOOR AREA. SEE ROOF PLAN FOR SCALE: 1 /4'' = F-0" z VENTING: THE NET FREE VENTING AREA SHALL NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE BOUNDARIES. VENTILATED, WITH NOT LESS THAN 40% AND NOT MORE THEN 50% VENTING IN UPPER PORTION OF THE SPACE U 103.4 - SOLAR -READY ZONES SHALL BE FREE OF OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, AND ROOF -MOUNTED EQUIPMENT. ROOF AREA UNITS A & C EACH: 844 SF REQUIRED: 844 SF / 300 = 2.81 SF = 405 SQUARE INCH OF NET FREE VENTING AREA (NFVA) IS U 103.5 - SEE STRUCTURAL ROOF DESIGN, WHICH INCLUDES A MINIMUM OF 150 SF FOR UNITS A & B REQUIRED. AND 300 SF AREA FOR UNIT C RESERVED FOR PHOTOVOTALIC PANELS WEIGHING A MINIMUM OF 4PSF. PROVIDED: AT TOP (RIDGE VENT): 'SHINGLE VENT' 2" BY AIR -VENT INC., 800-AIR-VENT, AT 18 SQ.IN. PER LINEAR U 103.6 - THE PATHWAY FOR ROUTING OF CONDUIT FROM THE SOLAR-READAY ZONE TO THE FOOT X 1 I'OF RIDGE = 198 SQ.IN. = 48.9% OF REQUIRED AREA AT TOP ELECTRICAL PANEL IS SHOWN ON ??????? SOFFIT VENTS: USING (4) 2" VENT HOLES EVERY 24", WHICH CALCULATES TO 6 SQ.IN. OF NFVA PER U 103.7 "THE MAIN ELECTRICAL SERVICE PANEL FOR EACH DWELLING UNIT SHALL HAVE A RESERVED LINEAR FOOT X 43.83 LF OF SOFFIT = 263 SQ.IN. PROVIDED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED 'FOR FUTURE SOLAR ELECTRIC."' TOTAL PROVIDED: 198 + 263 = 461 SQ.IN. > 405 SQ.IN. REQ'D. = OK U 103.8 - "A PERMANENT CERTIFICATE, INDICATING THE THE SOLAR -READY ZONE AND OHTER ROOF AREA UNIT B: 877 SF REQUIREMENTS OF THIS SECTION SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION REQUIRED: 877 SF / 300 = 2.92 SF = 421 SQUARE INCH OF NET FREE VENTING AREA (NFVA) IS PANEL, WATER HEATER OF OTHER CONSPICUOUS LOCATION BY HTE BUILDER." REQUIRED. Ppnvi )FrT AT TOP (RIDGE VENT): 'SHINGLE VENT' 2" BY AIR -VENT INC., 800-AIR-VENT, AT 18 SQ.IN. PER LINEAR FOOT X 1 I'OF RIDGE = 198 SQ.IN. = 47% OF REQUIRED AREA AT TOP SOFFIT VENTS: USING (4) 2" VENT HOLES EVERY 24", WHICH CALCULATES TO 6 SQ.IN. OF NFVA PER LINEAR FOOT X 24.67 LF OF SOFFIT = 148 SQ.IN. PROVIDED SINGLE STATIC VENTS: SQUARE TOP PLASTIC ROOF LOUVER RVP61 BY AIR VENT INC., AT 61 SQ.IN. OF NFVA PER VENT X 2 = 122 SQ.IN. PROVIDED TOTAL PROVIDED: 198 + 148 + 122 = 468 SQ.IN. > 421 SQ.IN. REQ'D. = OK RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cY) x N Lu H F- LU LU cn J 04 FA z 0 w IL O 0 w U 0 O w w 00 O O z 0 w w V) w IY V) CD J J Q F_ U w F- 2 U Q z O w 0 z Q m U CD T IL F- w w _ z O Q w IL IL Q IL Q J Q > O IL IL Q U V) w J z z O z O U O LL F- O z Is CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON V) O 0 Z 11) O Q, Z } CO *-0 °' Q W -q Q O J am Z C45 cri LL. jXLU O O he (`7 O H O V Q _ �/ LU � � LU REVISIONS: DRAWN BY: GM SCALE: 1 /4" = 1 '-0" DATE: 3/18/2020 PROJECT NO: 1704.0 Am 1'-611 TYP. ; ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, o PAINT COLOR SW 2803 o ROOKWOOD TERRA COTTA 3 N cM 0 J Q N O w Q METAL RAILING, MIN. 2 HEIGHT 3' 4 3 2 1 I I I I 6% 3046 3046 3046 3046 2656 2656 2656 2640 2640 2640 111111111111 III III III III�III III III III III III III III III III= III III III III III III III III III III III III III III= I I I I I I I-1 11=1 11=1 11=1 I ICI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 2640 2640 / • p. / p, / / 2640 2640 \ VENT ERMINATION, TYP. DOWNSPOUT, TY P. 1—= — ZA 12 2656 2656 X8 TRIM BOARD, AINT COLOR DARK GREY, TYP. 3046 3046 3046 9'OX7'0 SG 2640 3046 3046 3046 / 7 2640 6.0 \ \ WALL SCONCE ADDRESS NUMBER, DARK BRONZE H / 2656 2656 2656 3046 COMPOSITION ROOFING GUTTER PLATE 125'-3" ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, W/ MITERED CORNER, PAINT COLOR SW 7531 CANVAS TAN THIRD FLOOR 117' - 3" WINDOW TRIM JAMES HARDIE TRIM BOARDS, SMOOTH, 1"X3.5" ACTUAL SIZE, PAINT COLOR DARK GREY 2X 12 BELLYBAND, TYP. SECOND FLOOR 108' - 3 EXTERIOR DESIGN: i BOARD & BATT SIDING W/ JAMES HARDIE SMOOTH ` ` 2620 2620 2620 2620 PANELS & 3/4"X2 1 /2" ACTUAL BATTS @ 16" O.C., PAINT COLOR SW 7068 SG ` SG ` ` GRIZZLE GRAY 3'OX7'0 3'OX7'0 3'OX7'0 AVERAGE GRADE 7�T7-7 EAST ELEVATION SCALE: 1 /4'' = l'-0" 3D VIEW FROM NORTHEAST b cY) N a o w O N _1 N _l Q C� X Q N C) LU = a LU N O X Q CONCRETE FOUNDATION WALL, PAINTED TO MATCH DARK GREY COLOR OF BOARD& BATT SIDING, TYP.' A B SIG 7 6'OX7'0 (A-_ / / 2640 VENT TERMINATION, ____TYP._ 3056 3056 / 3046 3046 ------------ ELEVATION NOTES: 1. PROVIDE FLASHING AT ALL DOORS, WINDOWS, AND HORIZONTAL TRIM TRANSITIONS, TYP. FLASH AT ALL WALL TO ROOF AND WALL TODECK CONDITIONS, DECK WATERPROOFING TO BE WARRENTED, TYP. 2. INSTALL MANUFACTURED SIDING PER MANUFACTURER'S GUIDELINES AND CEDAR SIDING PER WESTERN RED CEDAR LUMBER ASSOCIATION GUIDELINES, TYP. 3. GUTTERS & DOWNSPOUTS TO LEAD TO TIGHTLINE TO CITY APPROVED DRAINAGE SYSTEM PER CIVIL DRAWINGS, TYP. 4. CONTRACTOR IS RESPONSIBLE FOR MONITORING CONSTRUCTION & COMPLETION TO ENSURE COMPLIANCE WITH HEIGHT LIMITS ANY CHANGE TO COLORS AND MATERIALS DURING CONSTRUCTION NEED TO BE SUBMITTED TO THE LAND USE REVIEWER VIA EMAIL AND APPROVED BY THE REVIEWER IN WRITING - COMPOSITION ROOFING - GUTTER ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, W/ MITERED CORNER, PAINT COLOR SW 2803 ROOKWOOD TERRA COTTA PLATE 125' - 3" ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, W/ MITERED CORNERS, PAINT COLOR SW 7531 CANVAS TAN THIRD FLOOR 117' - 3" o 3 WINDOW TRIM JAMES HARDIE TRIM BOARDS, SMOOTH, 1 "X3.5" ACTUAL SIZE, PAINT COLOR DARK GREY --- BOARD & BATT SIDING W/ JAMES HARDIE SMOOTH PANELS & 3/4'X2 1 /2" ACTUAL BATTS (48 16" O.C., PAINT COLOR SW 7068 GRIZZLE GRAY SECOND FLOOR 108'-3" AVERAGE GRADE Li I _L L il — Li I _L L il — 101' - 9 23/32" , FLOOR- - - J� M�w RESUB NORTH ELEVATION Nov OF 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1/4 IT = 1 '-0" 10 cY) X N w H F— w w J Q 'Z V O Z O w w O w 0 O w w w m O O Z w w U) w J J Q U w Z O w 0 z Q m O w 10 u I-__ LU w cn z O Q w w Q Q J Q > O CL Q U V) U) w J Z Z O Z O O H F- O z 11 CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON V) Z O a O W Z W O Q CD O Q 00 -'O O' LU LU O Q (.Y) i Z 0 LU C14 LJJ CD �OvoE co O LU = ZCD u7 REVISIONS: DRAWN BY: GM SCALE:_ _ _ _ 1 /4"= 1'-0" DATE: 3/18/2020 PROJECT NO: 1704.0 Am IMI ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE W/ MITERED CORNERS, COLOR SW 2803 ROOKWOOD TERRA COTTA 3020 3046 JL 3046 3046 2636 2636 2636 2636 2636 2640 DOWNSPOUT, TYP. VENT 12 BELLYBAND, P. 3020 3046 3046 3046 2X8 BELLYBAND, TV o 2636 2636 2636 2636 c�• / / / 7- 3'OX6'8 / / 3046 3046 3046 2636 2636 2636 2636 COMPOSITION ROOFING GUTTER PLATE ELEVATION NOTES: 125' -- 3" I 1. PROVIDE FLASHING AT ALL DOORS, ARTISAN SMOOTH CEMENT BOARD WINDOWS, AND HORIZONTAL TRIM LAP SIDING BY JAMES HARDIE, 7" TRANSITIONS, TYP. FLASH AT ALL EXPOSURE, W/ MITERED CORNER, WALL TO ROOF AND WALL TODECK COLOR SW 7531 CANVAS TAN CONDITIONS, DECK WATERPROOFING TO BE WINDOW TRIM JAMES WARRENTED, TYP. HARDIE TRIM BOARDS, SMOOTH, 1"X3.5" ACTUAL 2. INSTALL MANUFACTURED SIDING SIZE, COLOR DARK GREY PER MANUFACTURER'S GUIDELINES AND CEDAR SIDING PER WESTERN THIRD FLOOR � RED CEDAR LUMBER ASSOCIATION 1 17' - 3" 1 GUIDELINES, TYP. 3. GUTTERS & DOWNSPOUTS TO WALL SCONCE, COLOR LEAD TO TIGHTLINE TO CITY DARK BRONZE, TYP. APPROVED DRAINAGE SYSTEM PER CIVIL DRAWINGS, TYP. BOARD & BATT SIDING W/ JAMES HARDIE SMOOTH 4. CONTRACTOR IS RESPONSIBLE PANELS & 3/4"X2 1/2" ACTUAL FOR MONITORING CONSTRUCTION & BATTS @ 16" O.C., COLOR COMPLETION TO ENSURE �� , - COMPLIANCE WITH HEIGHT LIMITS •• • D• •' EXTERIOR 1 APPROVEDANY CHANGE TO COLORS AND MATERIALS DURING CONSTRUCTION NEED TO BE SUBMITTED TO THE LAND USE REVIEWER VIA EMAIL AND _- - COVERED PARKING COVERED PARKING III III III III III III III ICI III III III III_ 3'OX6'8 III _ _AVERAGE GRADE FFF1T � 101 ' 9 23/32"— + kH— EW _ FIRST FLOOR 99, II 3D VIEW FROM SOUTHEAST 3D VIEW FROM NORTHWEST WEST ELEVATION SCALE: 1 /4" = F-0" ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, MITERED CORNERS, M oPAINT COLOR SW 2803 ROOKWOOD TERRA LUCOTTA CV = M 0ED LU CV 3 Q O = N O Q CV LU c', = WASTE ENCLOSURE: < 0,3 C TALL CHAIN LINK O FENCE WITH DARK GRAY N --j SLATS & SLIDING FRONT GUARDRAIL NOTE Q GATE & SIDE ENTRY GATE MIN. 42" HIGH, GUARDS SHALL Q NOT HAVE OEPNINGS FORMTEH WALKIGN SURFACE TO THE CA REQUIRED HEIGHT THAT ALOOW 6.0 P4CC4(;F (lF A A" (ZI-IPPPP TYP B) A T� L!L20j�3020 2640 2640 \ VENT ERMINATION, YP. 3056 3Q56' i SG 6.0 6'OX7'0 COMPOSITION ROOFING GUTTER PLATE 125'-3" ARTISAN SMOOTH CEMENT BOARD LAP SIDING BY JAMES HARDIE, 7" EXPOSURE, W/ MITERED CORNERS, PAINT COLOR SW 7531 CANVAS TAN --- 2X12 BELLYBAND THIRD FLOOR 117- 3" ---- WINDOW TRIM JAMES HARDIE TRIM BOARDS, SMOOTH, 1"X3.5"ACTUAL SIZE, PAINT COLOR DARK GREY _ StUUlv_U rLUU" 108'-3" BOARD & BATT SIDING W/ JAMES HARDIE SMOOTH PANELS & 3/4"X2 1/2" / ACTUAL BATTS @ 16" O.C., PAINT COLOR SW 7068 GRIZZLE GRAY 111 AVERAGE GRADE 101'-923/32" r7 H�RST9003 SOUTH ELEVATION RESUB SCALE: 1 /4" = 1 '-0" Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 cY) X N LU F- w LU J Q 'z V O z O LU CL O LU 0 O CL LU LU m 0 O z LU > LU U) LU _ O J J CJ') w _ z O LU Z m U _ CL I-__ LU LU _ _ Z O Q LU CL Q Q J Q O CL Q U V) U) LU J z z O I= U z 0 O H F— O 11 CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Aft. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAIGIIIII ANDERSON STATE OT WASHINGTON N Z O Q � O W Z w p QO N O LU Q o 0, W O Q 0 (.Y) i — J H W CD co O � O Q t� ' E _ 0 V co Lij Cn REVISIONS: DRAWN BY: GM SCALE: 1 /4" = 1 '-0" DATE: 3/18/2020 PROJECT NO: 1704.0 [Am 4,0 3 A6.0 1 HEATED AREAS STAIR TREAD DEPTH & RISER HEIGHTS TREAD DEPTH 10" TYP. RISERS: - 2ND FLR TO 3RD FLR: 9'-0" = 108" 14 RISERS @ 7.71" - 1 ST FLR TO 2ND rI °- 9'-0 " = 108" 14 RISERS @ 7.71 UNDERSIDE OF ALL CANTILEVERS @ DRIVI 1-HOUR RATED CONSTRUCTION, TYP. SCALE: 1/4 IT = 1 '-0" C R055 SECTION INSULATION UNDER ENTIRE SLAB, TYP. AT HEATED AREA SCALE: 1/4" = 1'-0" TYPICAL NON -RATED EXTERIOR WALL ASSEMBLY - SIDING (INSTALLED PER MANUFACTURER'S RECOMMENDATIONS) PER ELEVATIONS - RAIN SCREEN PER SHEETS A6.3&A6.4 - WATER RESISTIVE BARRIER - SHEATHING PER STRUCTURAL - 2X6 FRAMING PER STRUCTURAL + 2X2 NON-STRUCTURAL FURRING -MANUFACTURED - R-31 BLOWN -IN INSULATION iSOR TRUSSES W/ R-49 - 1 /2" GWB JLATION - VAPOR BARRIER PRIMER & PAINT TYPICAL NON -RATED BELOW GRADE WALL (HEATED AREAS ONLY) - CONCRETE WALL PER STRUCTURAL PLATE - 1" R-5 CONTINUOUS FACED RIGID INSULATION 1255' - 3" 1 - 2X6 INTERIOR WALL WITH R-21 BATT INSULATION - 1/2 IT GWB - PRIMER VAPOR BARRIER & PAIN I. R-10 TYPICAL PARTY WALL 2-HOUR RATED PER GA FILE NO WP 3820-55-59 JLATION @ STC SOUND HEADERS, - (2) LAYERS OF 5/8" TYPE X GWB - 2X4 FRAMING PER STRUCTURAL THIRD FLOOR -1" AIR SPACE 117' - 3" - 2X4 FRAMING PER STRUCTURAL - (2) LAYERS OF 5/8" TYPE X GWB SEE DETAILED DESCRIPTION BELOW JLATION, 2-HOUR FIRE -RATED PARTY WALL ASSEMBLY SECOND FLOOR 49L 108' - 3" AVERAGE GRADE IF-� 101' - 9 23/32" F FIRST FLOOR 99' - 3" GYPSUM WALLBOARD, WOOD STUDS Base layer 5/e" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 17/e" long. 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/e" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/e" long, 0.100" shank. 1/4" heads, 8" o.c. Joints staggered 16" each layer and side. Sound tested with 31/2" glass fiber insulation stapled to studs in stud spaces on one side and with nails for base layer spaced 6" o.c. Horizontal bracing required at mid -height. (LOAD -BEARING) PLATE 125' - 3" ION :IOR rY P. THIRD FLOOR 117' - 3" NTED WATERPROOF ,ANE @ DECKS, TYP. SECOND FLOOT`Ii� 108'- VERAGE GRADE 101' - 9 23/32" FIRST FLOOR 99'-3 TYPICAL NON -RATED VENTED ROOF ASSEMBLY COMPOSITION ROOFING (2) LAYERS OF 30# BUILDING PAPER SHEATHING & NAILING PER STRUCTURAL MANUFACTURED SCISSOR TRUSSES PER STRUCTURAL R-49 INSULATION 1 /2" GWB VAPOR RETARDER PRIMER & PAINT TYPICAL NON -RATED FLOOR -CEILING ASSEMBLY - FINISH FLOOR - 3/4" T & G SHEATHING PER STRUCTURAL - 11 7/8'' TJIs PER STRUCTURAL - 1 /2" GWB - PAINT WALL PENETRATION NOTES i -~ SBC 714.3.1 THROUGH PENETRATIONS: PLUMBING, MECHANICAL AND VENTS ARE NOT ALLOWED IN THE CAVITY OF THE 2-HOUR PARTY WALL Thickness: 103/4' SBC 714.3.2 MEMBRANE PENETRATIONS: WHERE WALLS ARE TO HAVE A FIRE- Approx. Weight: 13 psf RESISTANCE RATING RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE Fire Test: See WP 4135 REQUIRED FIRE -RESISTANCE WILL NOT BE REDUCED (FM WP 360. 9-27-74); EXCEPTION 2. LISTED ELECTRICAL BOXES INSTALLED PER INSTRUCTIONS WITH UL R4024. 10-31-68 ANNULAR SPACE NOT TO EXCEED 1/8" Sound Test: NGC 3056. 4-7-70 RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 cY) x N w H F— LU w J 134 F� z 0 U) w CL - O w 0 O CL w w m O I- I- O z w w U) w J J Q U w Q Z O w 0 z m U O iY CL 10 I- w w Z O Q w w Q J O CL Q U V) U) w J Z z O Z O U O H F- O Z 11 CB ANDERSON ARCHITECTSPLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: Chris Pickering 2611 NE 1 13th St # 300 Seattle, WA 98125 206-459-1227 CONSULTANT: Equilibria Structural Eng. Att. Jason Linquist 12308 Mukilteo Speedway Suite # 5 Mukilteo, WA 98275 360-386-9476 4977 REGISTERED C ITECT CRAI AN ANDERSON STATE 0 WASHINGTON O Z 0 Qo -C DD `O 0>' W N Z CDQ `y) O Z 06 LuCD V (y) O V o� w N _ (`) LU u7 REVISIONS: DRAWN BY: GM SCALE:_ _ _ _ 1/4" 1'-0" DATE: 3/18/2020 PROJECT NO: 1704.0 Am TYPICAL NON RATED ROOF COMPOSITE ROOFING OVER (2) LAYERS 30# BUILDING PAPER OVER 1/2" CDX SHEATHING OR 7/16" OSB OVER ROOF FRAMING PER PLAN WITH MIN. R-49 INSULATION W/ ENERGY HEEL AND CROSS -VENTILATION OVER (1) LAYER OF 1/2" GWB PER IRC R302.2.2 EXCEPTION PROVIDE CLASS C ROOF COVERING AND PROVIDE 4' OF BERGER ACCUVENT INSULATION BAFFLE, OR APPROVED FIRE -RETARDANT PLYWOOD FOR A EQ. W/ 1" AIRSPACE, BAFFLE EXTEND 6" ABV. DISTANCE OF WON EACH SIDE OF PARTY BATT INSUL & 12" ABV. BLOWN IN INSUL., TYP 12 WALLS, TYP. 4 7— MIN4-0" 01 MIN4-0" (3) 2" DIA. VENT EVERY 24", TYP. ENERGY HEEL FOR ADVANCED FRAMING AND R-38 INSULATION AT ENTIRE ROOF 71 5/4" FASCIA BOARD 12 PREMANUF. WOOD 12 TRUSSES PER FRAMING PLANS SEE STRUCTURAL FOR BLOCKING PARTY WALL TO EXTEND ROOF RAFTERS PER TO UNDERSIDE OF ROOF PLAN SHEATHING, TYP. NAILER TYPICAL 2-HR PARTY WALL REQ'D PER SRC DRAFT STOP @ PLATE R302.2: LINE, PROVIDE HORIZ. GA FILE NO WP 3820 - 55-59 STC (1 1/A-6.0): FIRE BLOCKING @ 10' 2X4 W/ (2) LAYERS 5/8" TYPE "X" GWB EA. SIDE INTERVALS WITH 1" AIR SPACE IN BETWEEN WALLS AND 8 SHEATHING PER STRUCTURAL PARTY WALL AT ROOF SCALE: 1 "=1'-0" PER STRUCT. FULL LENGTH BEAMS AN JOIST @ ENDS OF F JOISTS W/ FULL BLOCKING ADDED BETWEEN JOIST FOi AREA SEPARATION WALLS WHERE NEE TYP, EACH FLOOR DRAFT STOP @ PLA LINE PROVIDE HORIZ. FIF BLOCKING @ 10' INTERVALS lel PARTY WALL AT FLOOR. SCALE: 1 "=1'-0" ROCK WOOL FOR SOUND INSUL. SHEAR WALL PER PLAN — PRESSURE TREATED SILL PLATE 4" CONC. SLAB 6 MIL. VAPOR BARRIER ° 4" GRAVEL, PER STRUCTURAL OOR ER 5" - FASCIA GUTTER WITH DOWNSPOUT AND LEAFGUARD (OR EQ). — PER ELEV. CEMENT BOARD PANEL, PERFORATED SOFFIT PANEL BY JAMES HARDIE OR APPROVED EQUAL, W/ CONTINUOUS SCREEN VENT, TYP. SHEAR WALL PER PLAN & SCHEDULE SCISSOR TRUSS ROOF EAVE SCALE: I "=1'-0" R-381NSUL. FLOOR JST PER STRUCTURAL "Z'-FLASHING OVER TOP SIDE OF BELLY BAND (5/4X12 BORAL TRIM BOARD OR EQ.) WALL PER DETAIL TYPICAL PARTY WALL PER DETAIL 1 /A6.0 ANCHOR BOLTS W/ PLATE WASHER, SPACING PER SHEAR WALL SCHEDULE, SEE STRUCT. TYP. 4" SLAB PER STRUCTURAL OVER R-10 RIGID INSULATION UNDER ENTIRE SLAB OF HEATED AREA a. OVER 20 MIL. VICOR VAPOR BARRIER (WITH ALL °° ° °° °°° ° °° PENETRATIONS SEALED & °° ° °° ° ° °°°° ° ° d °O° °° °°°° °° °°0° °°O°TURNED UP PAST SLAB) OVER 4" LAYER GRANULAR a =1 I ° ° I I- • — E� REINFORCING AND DIMENSIONS SEE STRUCTURAL PARTY WALL AT FOUNDATION SCALE: I "=1'-0" SHEAR WALL PER SCHEDULE 2x6 SOLE PLATE FRAMING PER PLAN — DOUBLE 2x6 TOP PLATE R-30 OVER UNHEATED SPACE ONLY AT GARAGE LOCATION ONLY PER SIDING ????? OR APPROVED EQUAL, TYP. BAY WINDOW SCALE: I "=1 '-0" VARIES IRC R309: (2) LAYERS OF 5/8" TYPE X GWB @ CLG. AND 1 /2" GWB @WALLS AND STRUCTURAL MEMBERS SHEAR WALL PER PLAN & SCHEDULE TYP. NOW RATED EXT. WALL SIDING PER ELEVATION OVER WEATHER RESISTIVE BARRIER OVER 1/2" PLYWOOD SHEATHING, 2x6 STUDS @ 16" O.C. W/ INSULATION PER NOTE, WITH 1/2" G.W.B. AT INTERIOR SIDE TIGHT LINE STORM DRAIN TO INSULATION NOTE (THIS PROJECT) EXTERIOR WALLS 2X6 FRAMING + 2X2 FURRING ON INTERIOR SIDE TO ACCOMMODATE R-31 BLOWN -IN INSULATION PRESSURE TREATED PLATE (OR SILL GUARD) & ANCHOR BOLTS W/ PLATE WASHER PER STRUCTURAL AND SHEAR WALL SCHEDULE, TYP. 2x4 OUTRIGGERS PER STRUCTURAL BUILT UP TO MATCH ALL SOFFITS FLASHING OVER 1 X4 TRIM 2X FASCIA BOARD CEMENT BOARD PANEL, PERFORATED SOFFIT PANEL BY JAMES HARDIE OR APPROVED EQUAL, W/ CONTINUOUS SCREEN VENT, TYP. TYP. NON -RATED EXTERIOR WALL -iN PER ELEV. NAILING PER STRUCTURAL (3) 2" DIA. VENT EVERY 24", TYP. MIN R49 IN ALL T USS ROOFS, TYP SCISSOR TRUSS @GABLE END SCALE: I"=1'-0" DECK RAILING STEEL RAILING W/ RUST NOTE: SPACE GUARDRAIL MEMBERS SO INHIBITOR AND PAINTED, A 4" SPHERE CANNOT PASS THROUGH 2" TOP RAIL, 1-1/2" POSTS WITH 3/4" INTERMEDIATE NOTE: SRC R301.5 - GUARDS DESIGNED TO RAILS, SPACED EVENLY RESIST A 200 LB CONCENTRATED LOAD PER NOTE ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS, TYP. DECK INTERIOR FLASHING 10 (2) LAYERS %4' PLYWOOD W/ WARRANTED WATERPROOF A-6.1 ELASTOMERIC DECKING DECK FRAMING PER STRUCTURAL SLOPE ,� —. INTERIOR OOR FRAMING PER STRUCTURAL IRC 806.5 - 5.3. UN -VENTED ASSEMBLY FASTEN JOISTS PER INSTALLATION OF AIR -IMPERMEABLE SPRAY -IN STRUCTURAL FOAM INSULATION W/ 2" SPRAY FOAM AT R-14 (HEATLOK SOY 200 PLUS PER ICC-ES REPORT) PLUS AIR -PERMEABLE BATT INSULATION AT R-25 MIN FOR A TOTAL OF MIN. R-38 - DECK FRAMING TO BE MIN 10%2' DEEP TO ALLOW FOR REQ'D INSULATION 7DECK RAILING SCALE:I"=1'-0" NOTE - INTERIOR INSULATION AND RIGII INSULATION BENEATH SLAB ONL WITH HEATED SPACE TYPICAL NON -RATED EXTERIOR WALLS PROTECTO WRAP "TRIPLE GUARD" SILL SEALER @ FOUNDATION WALL FRAMING PER FRAMING PLAN CLIPS PER STRUCTURAL SHEAR WALL PER SCHEDULE UNVENTED ROOF / DECK ASSEMBLY THE INSULATION FOR AN UN -VENTED ROOF ASSEMBLY SHALL BE A SPRAY -APPLIED FOAM INSULATION. THE UN -VENTED ROOF ASSEMBLY SHALL COMPLY WITH 2O15 IRC R806.5. 1. UNVENTED ASSEMBLY SHALL BE CONTAINED WITHIN THERMAL ENVELOPE 2. NO INTERIOR VAPOR RETARDER INSTALLED ON INSIDE 3. NA 4. ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 4. EITHER ITEMS 5.1, 5.2, OR 5.3 SHALL BE MET DEPENDING ON THE AIR-PERMAEABILITY OF THE INSULATION DIRECTLY UNDER STRUCTURAL ROOF SHEATHING. THIS PROJECT: 5.3 AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE MINIMUM R-10 AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. AIR -IMPERMEABLE INSULATION PRODUCT: HEATLOK SOY 200, MANUFACTURER: DEMILEC (USA) LLC, 2925 GALLERIA DRIVE, ARLINGTON, TEXAS 76011 (817) 640-4900. ICC-ES EVALUATION REPORT ESR-3210, OR APPROVED EQUAL. SPRAY -APPLIED INSULATION TO BE INSTALLED BY CERTIFIED INSTALLER. HEATLOK SOY 200 IS A SPRAY -APPLIED RIGID -MEDIUM DENSITY POLYURETHANE CLOSED CELL FOAM INSULATION WITH A NOMINAL DENSITY OF 2.0 PCF. THE INSULATION IS AIR -IMPERMEABLE WHEN INSTALLED IN ACCORDANCE WITH THE ICC-ES EVALUATION REPORT. THE INSULATION, AT A MAXIMUM THICKNESS OF 4", HAS A FLAME -SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM 84. THICKNESSES OF 9 1/4" FOR WALL CAVITIES AND 11 1/4" FOR CEILING CAVITIES ARE RECOGNIZED, BASED ON TESTING IN ACCORDANCE WITH NFPA 286, WHEN THE INSULATION IS COVERED WITH A MIN. OF 1/2" THICK GWB INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE. UNVENTED ROOF/DECK ASSEMBLY 2" STAINLESS TOP RAIL +42" M� AT 12' LANDINGS +36' c 1 %4' DIA HANDRAIL AT STAIRS, o v U ,1 U + 34" ABOVE STAIR NOSE AND 0 + 36" AT LANDINGS, TYP p w > m p Z 1 2' x 1 !' SQUARE STAINLESS POSTS, 36" MAX SPACING PERM O 10 MANUFACTURER 5/8" DIA STAINLESS RODS, TYP 8" DIA x 5" BOLTS INTO EXPANSION SHIELD PER MANUF. o v 2X 12 CONCRETE STAIRS AND LANDING U BELLYBAND ABOVE RAILING IS COMMERCIAL GRADE OLYMPUS STYLE BY AGS STAINLESS - www.https://agsstainless.com. RAIL SPACING, FASTENERS & OVERALL DESIGN TO MEET INTERANTIONAL RESIDENTIAL BUILDING CODE FOR TOP FORCE RESISTANCE. CONTRACTOR TO OBTAIN SHOP DRAWINGS FROM AGS, OR OWNER APPROVED EQUAL. AR WALL PER PLAN & EDULE — rKtSSURE TREATED PLATE & ANCHOR BOLTS W/ PLATE WASHER PER STRUCTURAL, TYP. R-21 CAVITY INSUL. PLUS R-5 CONTIN INSUL W/ THERMAL EXTERIOR GUARDRAIL, SCALE: 3"=1'-0" FLASHING OVER TRIM 1 X CEMENT BOARD SIDI TRIM 1-HOUR ROOF ASSEMBI. GA FILE NO. RC 2601 - MIN. CLASS C ROOFINv - MIN. 1/2" PLYWOOD 4" CONC. S.O.G. OVER 2" SAND -MIN. 2X10 WOOD FRAMING APPROVED DRAINAGE SOURCE, OVER 6 MIL VAPOR BARRIER OVER w ,� ° BREAK BETWEEN FLOOR SLAB - (2) LAYERS OF 5/8" TYPE X TYP. �. AND BASEMENT WALL GWB 4 LAYER GRAVEL TIGHT -LINE STORM a DRAIN TO APPROVED as CITY OF SEATTLE SYSTEM w III III== o —° . BITUTHENE SYSTEM 4000 BY —III—III—III °°° —III III —III— ° °� 4" SLAB DETAIL 9/A6 0 TPO ROOFING FULLY WARRENTED, CLASS C ROOF COVERING, OVER 3/4" APPROVED FIRE-RETARDENT- TREATED SHEATHING FRAMING PER STRUCTURAL MIN. 2X 10 CIO X N w H w w _ J Q Z_ C� O Z O w O _ w O w w m O O Z 6 w > w V) w (D J J Q vi w 2 Z O w 0 Z m _ C� w w (2) LAYERS OF 5/8" TYPE X = GWB N 2 I X6 CEDAR BOARDS WITH Z 1 /8" GAPS O I� GRACE CONSTRUCTION (OR j —III —III o 0o g o °d ° 1 ° =11I III— APPROVED EQUAL) INCLUDING III III —III —I o o°o� I ° ° o SURFACE CONDITIONER, SELF ° ° °00° ° a° 0 o00°O° ° 00° ° °° 0 °°°°°°° =III= = 0°0°o°°oa o80°0 °o °o °o°o�oo° o ° °a _ °Q �° o ° °° ° ° ° °°� ADHESIVE _ °° ENTRY AWNINGS I-HR. FIRE -RATED — III III—_ III p °°°°°°°� oO�o p o0°°°°�°o a°"g�°�° l—III —III °°°° ° X X —III III —III —I Ia WATERPROOFING MEMBRANE, =1 III —III —III °°° ° 2' R-10 RIGID PERIMETER HYDRODUCT DRAINAGE �—III—III ° � a ee °- SCALE: I "=1'-0" a ° INSULATION BOARD, AND RELATED OTHER _ — a m o aa°®�a�°° °° °O o°0 0°a°°O pao°°O Q� °goa�0°° a I SEALERS AND TRANSITION —°° ° ° r ° a ool /go ° 1 a DETAILS FOR A COMPLETE I)3�98" I1 III1 °/°—`° ° ° a ° °°R-10 INSULATION UNDER WARRENTED INSTALLATION. --��-- —� ° ENTIRE SLAB, NOT REQ'D °AT 2'BELOW GRADE,TYP °°4" DIA PERF SMOOTH WALL FTG REINFORCING AND 4" DIA PERF SMOOTH WALL DRAIN SLOPED TO APPROVED FREE DRAINING FILL UP DIMENSIONS SEE FTG DRAIN SLOPED TO REINFORCING AND DRAINAGE SOURCE TO 6" LAYER OF TOP SOIL STRUCTURAL APPROVED DRAINAGE DIMENSIONS SEE SOURCE STRUCTURAL NOTE: IF FOOTING & FOUNDATION WALLS ARE POURED INDEPENDANTLY PROVIDE FLUID APPLIED CAPILLARY BRAEAK ON TOP OF FOOTING & PROVIDE CONTINOUOS EXPANDING JOINT WATERSTOP. TYP. 00 FOUNDATIO�NS�L RADE > > FOUNDATION WALL BELOW�G�R AD E _J SCALE:I"=1'-0" SCALE: I "=1'-0" w CL Q V) w J Z Z O RESUB Z Nov 30 2020 0 CITY OF EDMONDS DEVELOPMENT SERVICES 0�1 DEPARTMENT O H F— O z y CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C TECT CRAI AN ANDERSON STATE WASHINGTON IIIIIIIi loom W o (a= J 0P ZC 00 W � 0 a N W=o o W o0 Z o 3 � � M a N w V J o Z ! H M O U W a 2 L o � a Mw U 0- REVISIONS: DRAWN BY: GM SCALE: AS SHOWN DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: Am6mO ARTIFICIAL LIGHTING REQUIRED AT EACH LANDING OR STAIRWAY SECTION PER IRC R306.6 HANDRAIL PER DETAIL IO/A-6.1 RETURN HANDRAIL TO WALL or TERMINATE AT NEWEL or SAFETY TERMINAL 36" MIN. FLOOR FINISH WOOD—i 2X4 THRUST BLOCK NTERIOR STAIRS SCALE: 1 "=Y-0" GWB AT HEADER & JAMBS, NO TRIM, USE GWB CORNER GUARDS INTERIOR 5/4" SILL PROJECTS- 5/8" BEYOND APRON 1 /2"X2" APRON NOSING: RADIUS OF CURVATURE SHALL BE NO GREATER THAN 9/16". NOSING MIN 3/4" AND MAX 1 1 /4". GREATEST PROJECTION NOT TO EXCEED SMALLEST BY 3/8" PER SRC R31 1.5.3 3/4"-1 1 /4" NOSING 2X4 STRONG BACK (1) LAYER 1/2" "TYPE X" GWB AT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS PER R311.2.2 2X12 STRINGERS @ 16" OC 2X FIREBLOCK'G @ TOP & BOTTOM OF EA. RUN & @ WALL ALONG STRINGER BTWN. STUDS FRAMING AT PARTY WALL PER 1 1 /A-6.1 METAL HEAD FLASHING, TYP. 5/4"X4" JAMES HARDIE TRIM AZEK SILL MOULDING PROFILE AZM-6930 & 5/4" x 3 APRON NTERIOR & EXTERIOR WINDOW TRIM EXTERIOR !-'AI P 1,,=i,_n,, I`'" GWB, TYP. IIN GROUPED WINDOW JAMB SCALE: 3"=1 '-0" VERIFY HANDRAIL BRACKET WITH OV OR ARCHITECT PROVIDE 2X6 BLO AT ALL LOCATION RECIEVE HANDRA BRACKETS CIRCULAR HANDRAIL 1-1/4" DIA TO 2" DIA. VERIFY WITH IRC FOR OTHER HANDRAILS CONFIGURATIONS ALLOWED O w z (D Qz J 0- (n O 'EDz 0- r-) )OQ J w O 0' U_ NOTE: 1. ALL STAIRS TO HAVE HANDRAILS ON AT LEAST ONE SIDE OF STAIRS, TO BE CONTINUOUS WITH EXCEPTION OF NEWEL POSTS AT TOP AND BOTTOM OF STAIRS, HANDRAILS SHALL TERMINATE IN WALL OR NEWEL POST. 2. STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR ABOVE THE HANDRAIL. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF STAIRWAY AND MIN. CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31.5" WITH HANDRAIL ON ONE SIDE AND 27" WITH HANDRAIL ON 2 SIDES. STAIR HANDRAIL SCALE: 3"=1 '-0" EAVE FLASHING, SCALE: 3"=1 '-0" VERIFY THRESHOLD FRAMING PER STRUCTURAL UNDERLAYMENT LAPS EAVE FLASHING GUTTER 1 /2" MIN. HIGHER AT REAR EDGE THAN AT FRONT EDGE LOCATE GUTTER RELATIVE TO SLOPE LINE ACCORDING TO LOCAL PRACTICE GUTTER AIR SPACE BEHIND GUTTER FASCIA BOARD VENTED SOFFIT BOARD THRESHOLD SET IN CONTINUOUS BED OF WATERPROOFING CAULKING COMPATIBLE W/ FLASHING SYSTEM OVER GALVANIZED SILL PAN PER 5/A-9 FOR WARRANTED INSTALL, TYP [OPTIONAL REMOVABLE IPE WOOD TILES OVER WARRANTED WATERPROOF DECK MEMBRANE OVER PLY SHEATHING SLOPED JOISTS PER STRUCTURAL — DECK FLASHING DETAIL DOOR SCALE: 3"=1 '-0" 4" SLAB ON GRADE STEEL RAILING W/ RUST INHIBITOR AND PAINTED, 2" TOP RAIL, 1 2' POSTS WITH 4" INTERMEDIATE RAILS, SPACED EVENLY, MAX 4" BETWEEN, TYP 1 /2" REBAR 1 /2" REBAR @ 24" O.C. NOTE - 1 . CONTRACTOR TO FIELD VERIFY HEIGHTS AND ADJUST RISER HEIGHTS AS REQUIRED (7" MAX.), ALL RISERS TO BE SAME HEIGHT. 2. GUARDRAILS AND ATTACHMENTS TO COMPLY WITH LIVE LOAD CODE REQUIREMENTS EXTERIOR STAIRS SCALE: 1 "=1'-O" ROOFING UNDERLAMENT IS LAPPED OVER VALLEY FLASHING @ BOTH SIDES FOR LENGTH OF VALLEY ROOFING 1" CRIMP IN FLASHING 5" CLR. - B/ ROOFING • 6 ROOF SHEATHING PER STRUCTURAL MIN 26 GAUGE GALVANIZED STEEL FLASHING PER TABLE R905.2.8.2 ROOF SHEATHING VALLEY FLASHING / SCALE:3"=Y-0" WATER RESISTANT BARRIER * RAIN SCREEN EXTERIOR SHEATHING — FIBER CEMENT PANEL OR HORIZONTAL SIDING INSECT SCREEN Y4 AIR GAP FLASHING ACROSS TOP OF BLOCK VENT HOOD W/ BACK -DRAFT FLAP CEDAR SQUARE TRIM BLOCK CAULD ON SIDES AND BOTTOM OF BLOCK — 18"X18" PIECE OF 30 MIL FASATAN EDPM RUBBER CUT HOLE FOR PENETRATION (60% SMALLER THAN PENETRATION FOR SNUG FIT) & NAIL TO SUBSTRATE FIBER CEMENT PANEL OR LAP SIDING, INSTALL PER MANUF. INSTRUCTIONS - SELF ADHERING FLEXIBLE FLASHING DIRECT ON SHEATHING: 40 MIL GRACE ICE & WATER SHIELD@ ROOFING UNDERLAYMENT, OR EQUAL, MEETING MIN OF ASTM D 1970 STANDARDS, INSTALL PER MANUF INSTRUCTIONS. VALLEY RAFTER PER STRUCTURAL EXTERIOR WALL -VENT PENETRATION SCALE: 3"=1'-0" DRAIN GUARD DOWNSP( REMOVABLE SCREENED L www.bestdownspoutguc OR EQUAL DOWNSPOUT DRAINGUARD sl� S'APLL: E.: NTT 1 '-0" ROOFING RIDGE CAP OF SAME MATERIAL AS ROOFING, SECURED TO RIDGE VENT PER MANUF. INSTRUCTIONS. ROOF SHEATHING PER STRUCTURAL i KEEP SHEATHING 1" AWAY — FROM EACH SIDE OF RIDGE TO ALLOW FREE AIR PASSAGE M v N w H w w J Q Z C� 2X3 z O 7/3 [L O 3 0 w U O 0- w w m O 0 O z 0 w > w V) w C� J J Q U w U 'SHINGLE VENT' 2" BY AIR -VENT Q INC., 800-AIR-VENT, AT 18 RIDGE � VENT, OR EQUAL - INSTALL PER v> MANUF. INSTRUCTIONS w 0 z Q m U ASPHALT ROOFING AS = SPECIFIED (D IsM 7 O ROOFING UNDERL YMENT: (2) LAYERS #30 TYPE 2 BUILDING PAPER OVER SHEATHING, TYP. RAFTER OR TRUSS PER STRUCTURAL RIDGE FLASHING -EXHAUST VENT. SCALE: EXTERIOR SECTION VIE INTERIOR TYP. NON- RATED EXT. WALL THIS PROJECT • SIDING PER ELEVATION • WEATHER RESISTIVE BARRIER • 1 /2" PLYWOOD SHEATHING w • 2x6 STUDS @ 16" O.C. PER STRUCTURAL LU • 2X2 NON-LOADBEARING FURRING = ATTACHED VERTICALLY TO EACH STUD WITH cNi) 3" X 0.1313 NAILS @ 12" O.C. • R-31 BLOWN -IN INSULATION IN CAVITY z (R-21 RERUIRED) O • 1 /2" G.W.B. AT INTERIOR SIDE Q w Q Q PLAN VIEW Q > O IL EXTERIOR WALLS W/ R-31 INSULATIONLU 1 SCALE: 1 "=1 '-0" J z z O L�U 1 � RESUB N z Nov 30 2020 O CITY OF EDMONDS U DEVELOPMENT SERVICES U� DEPARTMENT O LL O z 7 CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED Ct ITECT i CRAI AN ANDERSON STATE WASHINGTON U) R IME Z:) 0 W ~ 0 a N WzC) W ZFEE ca 3 M ad N w t� in O z L: H M C U w Q _ O � M W U) 0- REVISIONS: 10 5 J U N E 2020 DRAWN BY: GM SCALE: AS SHOWN DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: Am6ml * NOTE: RAIN SCREEN SIDING INSTALLATION IS RECOMMENDED WITH ONE LAYER BUILDING PAPER (SUPER JUMBO TEX 60 MINUTE WEATHER RESISTIVE BARRIER, OR EQ.) UNDER RAINSCREEN, BUT IS NOT CODE REQUIRED. CAVCLEAR ® RAINSCREEN MAT, 2 COMPONENT 95% OPEN MAT IS SUGGESTED (WWW.CAVCLEAR.COM), OR EQUAL. IF RAIN SCREEN IS NOT USED, THEN USE (2 )LAYERS OF #30 TYPE 2 BUILDING PAPER MINIMUM, OR USE HIGH PERFORMANCE HOUSE WRAP AS WEATHER RESISTANT BARRIER WITH INTEGRATED DRAIN PATH: HYDROGAP HOUSEWRAP BY BENJAMIN OBDYKE WITH CAP FASTENERS, OR EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION, TYP. ROOF INSTALLATION NOTE PER R905.1.1 & R905.2 FOR ASPHALT SHINGLE INSTALLATIONS BETWEEN 2:12 AND 4:12 SLOPES, PROVIDE (2) LAYERS UNDERLAYMENT CONFORMING TO ASTM D 226 AND OTHER STANDARDS. FASTENERS & FLASHING TO BE PER R905.2.8 EXTERIOR SHEATHING S/S OR GALV. NAILS 3" O.C,. IN STAGGERED PATTERN R O L-METAL FLASHING NOTE: DOOR, THRESHOLD, COATING, AND OPENING WRAP NOT SHOWN FOR CLARITY FASTEN END DAMS WITH SS/ OR GALV. NAILS �U 24 GA G-90 GALV. METAL PAN; SOLDER ALL JOINTS; PROVIDE HEMMED EDGE, AS SHOWN; SECURE PAN AT END DAMS O SET SILL PAN IN BEAD OF NON -SKINNING BUTYL SEALANT O SILL PAN @ BALCONY DOORS SCALE: Y=1'-O" EXTERIOR KAIN Jl Kttl CEMENT BOA WATER RESIS- BARRIER SHEATHING 1 /4" AIR GAP (DO NOT SEA RIGID FLASHII FOLD OVER E FORM CLOSL TRUE 1" JAM[ SEALANT W/ WINDOW HE WINDOW HE, FLANGE WINDOW HEAD SCALE: 3"=1 '-0" INSULATE AND SHIM PERIMETE" 1 — WINDOW FLANGE HARDIE TI SEALANT * RAIN SC,.-", WINDOW JAMB SCALE: 3"=1'-0" EXTERIOR WINDOW SILL W/ FLANGE COMPOSITE SILL TRIM 1 /4" AIR GAP (DO NOT SEAL) FLASHING HARDIE TRUE 1"TRIM SILL FLASHING FOLDED OVER ROUGH OPENING BUILDING WRAP CEMENT BOARD SIDING * RAIN SCREEN WINDOW SILL SCALE: 3"=1 '-0" INTERIOR EXTERIOR JTERIOR )RYWALL �-10 INSUL, TYP 1EAD FLASHING RAMING PER PLAT\ SEALANT BETWEEN BEAD FLASHING 5/4X TRIM AT 1ST FI 1 X TRIM AT 1 ST FLO INSULATE AND SHIM REQUIRED 1 X TRIM AT 1 ST FLO ALL CONS AN BUILDINC SHEATHI� MENT BOA _L FLASHIN ROUGH OPE BUILDING ENCLOSURE NOTES The following notes and attached details shall help prevent water induced damage to buildings during and after the construction process. These notes and details are intended for smaller residential construction such as single-family, duplexes and town home buildings. For special situations and more complex buildings contact the Architect. When details are not practical to build, contact the Architect to resolve problems The intent is to manage moisture intrusion or build-up. Developer to check the components meet all codes, specifications and the design intent. The Developer shall check all workmanship including but not limited to below -grade drainage, capillary breaks, vapor retarders, flashing, window & skylight installation, roof/wall joints and ductwork. MEASURES TO PREVENT MOIISTURE UP -TAKE CLOSE TO THE GROUND: The ground surface around buildings shall be graded to slope away from the building so that rain water will run-off and will not pond near foundation walls. If this is not possible (e.g. drive way) provide a sufficient number of catch basins or trench drains. 2. Roof drains, downspouts, catch basins, foundation drains, etc. shall be tight lined and connected to a City approved discharge system to ensure that any rain water is carried away from the building. 3. An appropriate vapor retarder shall be laid on exposed earth to prevent water evaporation from soil moisture into crawl spaces. The crawl space shall be vented according to the Residential Building Code Section R408. 4. The use of a vapor retarder under concrete slabs is recommended as a capillary break to prevent moisture seepage from underlying soil into the concrete. Care should be taken not to damage the membrane during the concrete pour. 5. Perimeter foundation walls for habitable spaces shall receive a coating or a membrane system per drawings to serve as a capillary break and prevent moisture seepage into the concrete. The use of a sill sealer between concrete foundation walls and framing is recommended. MEASURES TO PREVENT MOISTURE INTRUSION / BUILD-UP, OR AIR LEAKAGE ABOVE GROUND: l . Developer is solely responsible to ensure that all building materials are protected from moisture. Developer shall check moisture content of materials during construction.Generally the use of dry building materials is preferable but if this is not completely possible the building components shall be allowed to dry out before closing any cavities where moisture could be trapped. 2. Vinyl windows with integral flanges and doors shall be installed per ASTM E 21 12-01, Method B. For other window types Developer shall choose the appropriate installation method from ASTM E 21 12-01. SEQUENCE OF WINDOW INSTALLATION FOR INTEGRAL FLANGED VINYL WINDOWS INTERIOR O SILL FLASHING - CUT THE SILL FLASHING (WIDTH OF ROUGH OPENING PLUS 2X WIDTH OF FLASHING) AS SHOWN, FOLD INTO OPENING, AND MECHANICALLY ATTACH THE FLASHING ALONG THE BOTTOM OF THE ROUGH OPENING. STAPLE UPPER INSULATE AND EDGE SO BUILDING PAPER CAN BE SLIPPED UNDERNEATH. AS REQUIRED O JAMB FLASHING - 5/4"SILL, TYP. CUT JAMB FLASHING (HEIGHT = ROUGH OPENING PLUS 2X WIDTH OF THE FLASHING MINUS 1") TO FIT INTO ROUGH OPENING AND FOLD OVER TO EXTERIOR SIDE. ATTACH MECHANICALLY. BOTTOM END OF JAMB FLASHING IS TO OVERLAP THE SILL FLASHING. 1 X3 APRON, TY O CORNER PROTECTION - PROTECT INTERIOR CORNERS AT SILL WITH ADDITIONAL FLASHING AS SHOWN. WALL CONSTR O 4 HEAD FLASHING - INSTALL HEAD FLASHING OVER THE EXPOSED HEAD FLANGE OF THE INSTALLED WINDOW. EXTEND THE ENDS OF THE HEAD FLASHING 6" BEYOND THE ROUGH OPENING OVER THE TOP OF THE JAMB FLASHING. ATTACH TOP OF HEAD FLASHING MECHANICALLY. APPLY A CONTINUOUS BEAD OF SHEATHING SEALANT HORIZONTALLY ACROSS THE FACE OF THE EXPOSED FLANGE AT THE HEAD OF THE INSTALLED WINDOW AND PRESS BOTTOM OF HEAD FLASHING INTO SEALANT. O WATER RESISTANT BARRIER IN WATER SHEDDING FASHION, START AT THE BASE OF THE WALL WHEN INSTALLING THE WEATHER RESISTANT BARRIER. CONTINUE TO APPLY THE WEATHER RESISTANT BARRIER IN WATER SHEDDING FASHION OVER THE JAMB FLASHING AND OVER THE HEAD OF THE WINDOW. 3. Weather barriers and flashing are always to be lapped in a water shedding fashion. Flashing shall be installed in such a manner so as to prevent moisture from entering the wall or to redirect it to the exterior. Flashing shall be installed at the perimeters of exterior doors and window assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies and similar projections and at built-in gutters and similar locations where moisture could enter the wall. Flashing with projecting flanges shall be installed on both sides and the ends of copings, under sill and continuously above projecting trim. 4. All decks and balconies shall be sloped away from the building at a minimum rate of a quarter inch per foot. Thresholds of doors that open onto decks and balconies shall be set in sealant and curbed. 5. In exterior walls of buildings or structures, wall pockets or crevices in which moisture can accumulate shall be avoided or protected with caps or drips, or other approved means shall be provided to prevent water damage. 6. Walls between heated and unheated space shall be constructed to reduce air leakage through the use of tape, caulk, gaskets, or expanding foam sealants in conjunction with sheet membrane or panel materials. 7. Penetrations in walls and ceilings for plumbing and electrical systems with the potential of creating a path for air -leakage shall be sealed before closing walls. 8. Exhaust ducting that passes through unconditioned or unheated space shall be insulated to prevent condensation in the ducting. MEASURES TO KEEP BUILDING DRY AFTER OCCUPANCY: A part of the Developer's hand-off to the Owner shall be written information about maintenance of the building. The Developer shall encourage the Owner to keep a record book of building use, maintenance and performance problems and responses to those problems. The written information shall include but is not limited to the following notes: 1. After occupying the building the Owner should have conditions of windows and sealant joints checked yearly. 2. Attic spaces, roofs and especially roof penetrations should be inspected yearly for leaks. 3. The building should be inspected twice yearly for plumbing leaks at sinks, toilets, showers and bathtubs. 4. Check gutters and downspouts yearly (or more often if needed) and clean out as necessary, 5. In general, drainage around the building should be checked. Water ponding close to the building due to changes in landscaping should not be allowed. Also check landscaping irrigation, it should not come in contact with the building. \1G BEHIND JG PAPER 1. INSTALLATION OF INTEGRAL FLANGED VINYL WINDOWS AND THE WATER RESISTANT BARRIER SHALL MEET THE MINIMUM REQUIREMENTS SET FORTH BY ASTM E 21 12-01, 8.1.1.3.2, METHOD B, UNLESS APPROVED OTHERWISE BY ARCHITECT. 2. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS. IN CASE OF CONTRADICTORY INSTALLATION METHODS, CONTACT THE ARCHITECT. 3. FOR WINDOW FLASHING, USE A FLEXIBLE SELF ADHESIVE WINDOW FLASHING SUCH AS: 14 MIL GRACE VYCOR PLUS® POLYPROPYLENE BACKING FILM WITH INTEGRATED NON -ASPHALTIC, BUTYL -MODIFIED ADHESIVE, OR EQUAL. 4. PROVIDE SIMILAR FLEXIBLE FLASHING AT VENTS AND DOOR OPENINGS, AS WELL AS METAL HEAD FLASHING SIMILAR TO WINDOW DETAILS, TYP. RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 x N w H V) w w 2 V) ZJ _ C� O Z O w O 2 0 w U 0 O IL w w m O O Z 6 w > w V) w V) EI J J Q vi U w U Q Z O cn w 0 Z Q 0o U w w 2 Z O w a- a - IL 12 V) J Q O IL 0- Q U V) V) w J Z Z O U V) Z O O H F_ 0 y CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C TECT i CRAI AN ANDERSON STATE WASHINGTON R IME 0 ■ O off J zO 0 N W W oaN W=o 1-00 z zo3 � � M w J J O z M p U � M = W � w _ pLu 0 a M W U) 0- REVISIONS: DRAWN BY: GM SCALE: AS SHOWN DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: m2 TYPICAL NON RATED ROOF COMPOSITE ROOFING OVER (2) LAYERS 30# BUILDING PAPER OVER 1/2" CDX SHEATHING OR 7/16" OSB OVER ROOF FRAMING PER PLAN WITH MIN. R-49 INSULATION W/ ENERGY HEEL AND CROSS -VENTILATION OVER (1) LAYER OF 1/2" GWB PER IRC R302.2.2 EXCEPTION PROVIDE CLASS C ROOF COVERING AND PROVIDE 4' OF BERGER ACCUVENT INSULATION BAFFLE, OR APPROVED FIRE -RETARDANT PLYWOOD FOR A EQ. W/ 1" AIRSPACE, BAFFLE EXTEND 6" ABV. DISTANCE OF WON EACH SIDE OF PARTY BATT INSUL & 12" ABV. BLOWN IN INSUL., TYP 12 WALLS, TYP. 4 7— MIN4-0" 01 MIN4-0" (3) 2" DIA. VENT EVERY 24", TYP. ENERGY HEEL FOR ADVANCED FRAMING AND R-38 INSULATION AT ENTIRE ROOF 71 5/4" FASCIA BOARD 12 PREMANUF. WOOD 12 TRUSSES PER FRAMING PLANS SEE STRUCTURAL FOR BLOCKING PARTY WALL TO EXTEND ROOF RAFTERS PER TO UNDERSIDE OF ROOF PLAN SHEATHING, TYP. NAILER TYPICAL 2-HR PARTY WALL REQ'D PER SRC DRAFT STOP @ PLATE R302.2: LINE, PROVIDE HORIZ. GA FILE NO WP 3820 - 55-59 STC (1 1/A-6.0): FIRE BLOCKING @ 10' 2X4 W/ (2) LAYERS 5/8" TYPE "X" GWB EA. SIDE INTERVALS WITH 1" AIR SPACE IN BETWEEN WALLS AND 8 SHEATHING PER STRUCTURAL PARTY WALL AT ROOF SCALE: 1 "=1'-0" PER STRUCT. FULL LENGTH BEAMS AN JOIST @ ENDS OF F JOISTS W/ FULL BLOCKING ADDED BETWEEN JOIST FOi AREA SEPARATION WALLS WHERE NEE TYP, EACH FLOOR DRAFT STOP @ PLA LINE PROVIDE HORIZ. FIF BLOCKING @ 10' INTERVALS lel PARTY WALL AT FLOOR. SCALE: 1 "=1'-0" ROCK WOOL FOR SOUND INSUL. SHEAR WALL PER PLAN — PRESSURE TREATED SILL PLATE 4" CONC. SLAB 6 MIL. VAPOR BARRIER ° 4" GRAVEL, PER STRUCTURAL OOR ER 5" - FASCIA GUTTER WITH DOWNSPOUT AND LEAFGUARD (OR EQ). — PER ELEV. CEMENT BOARD PANEL, PERFORATED SOFFIT PANEL BY JAMES HARDIE OR APPROVED EQUAL, W/ CONTINUOUS SCREEN VENT, TYP. SHEAR WALL PER PLAN & SCHEDULE SCISSOR TRUSS ROOF EAVE SCALE: I "=1'-0" R-381NSUL. FLOOR JST PER STRUCTURAL "Z'-FLASHING OVER TOP SIDE OF BELLY BAND (5/4X12 BORAL TRIM BOARD OR EQ.) WALL PER DETAIL TYPICAL PARTY WALL PER DETAIL 1 /A6.0 ANCHOR BOLTS W/ PLATE WASHER, SPACING PER SHEAR WALL SCHEDULE, SEE STRUCT. TYP. 4" SLAB PER STRUCTURAL OVER R-10 RIGID INSULATION UNDER ENTIRE SLAB OF HEATED AREA a. OVER 20 MIL. VICOR VAPOR BARRIER (WITH ALL °° ° °° °°° ° °° PENETRATIONS SEALED & °° ° °° ° ° °°°° ° ° d °O° °° °°°° °° °°0° °°O°TURNED UP PAST SLAB) OVER 4" LAYER GRANULAR a =1 I ° ° I I- • — E� REINFORCING AND DIMENSIONS SEE STRUCTURAL PARTY WALL AT FOUNDATION SCALE: I "=1'-0" SHEAR WALL PER SCHEDULE 2x6 SOLE PLATE FRAMING PER PLAN — DOUBLE 2x6 TOP PLATE R-30 OVER UNHEATED SPACE ONLY AT GARAGE LOCATION ONLY PER SIDING ????? OR APPROVED EQUAL, TYP. BAY WINDOW SCALE: I "=1 '-0" VARIES IRC R309: (2) LAYERS OF 5/8" TYPE X GWB @ CLG. AND 1 /2" GWB @WALLS AND STRUCTURAL MEMBERS SHEAR WALL PER PLAN & SCHEDULE TYP. NOW RATED EXT. WALL SIDING PER ELEVATION OVER WEATHER RESISTIVE BARRIER OVER 1/2" PLYWOOD SHEATHING, 2x6 STUDS @ 16" O.C. W/ INSULATION PER NOTE, WITH 1/2" G.W.B. AT INTERIOR SIDE TIGHT LINE STORM DRAIN TO INSULATION NOTE (THIS PROJECT) EXTERIOR WALLS 2X6 FRAMING + 2X2 FURRING ON INTERIOR SIDE TO ACCOMMODATE R-31 BLOWN -IN INSULATION PRESSURE TREATED PLATE (OR SILL GUARD) & ANCHOR BOLTS W/ PLATE WASHER PER STRUCTURAL AND SHEAR WALL SCHEDULE, TYP. 2x4 OUTRIGGERS PER STRUCTURAL BUILT UP TO MATCH ALL SOFFITS FLASHING OVER 1 X4 TRIM 2X FASCIA BOARD CEMENT BOARD PANEL, PERFORATED SOFFIT PANEL BY JAMES HARDIE OR APPROVED EQUAL, W/ CONTINUOUS SCREEN VENT, TYP. TYP. NON -RATED EXTERIOR WALL -iN PER ELEV. NAILING PER STRUCTURAL (3) 2" DIA. VENT EVERY 24", TYP. MIN R49 IN ALL T USS ROOFS, TYP SCISSOR TRUSS @GABLE END SCALE: I"=1'-0" DECK RAILING STEEL RAILING W/ RUST NOTE: SPACE GUARDRAIL MEMBERS SO INHIBITOR AND PAINTED, A 4" SPHERE CANNOT PASS THROUGH 2" TOP RAIL, 1-1/2" POSTS WITH 3/4" INTERMEDIATE NOTE: SRC R301.5 - GUARDS DESIGNED TO RAILS, SPACED EVENLY RESIST A 200 LB CONCENTRATED LOAD PER NOTE ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS, TYP. DECK INTERIOR FLASHING 10 (2) LAYERS %4' PLYWOOD W/ WARRANTED WATERPROOF A-6.1 ELASTOMERIC DECKING DECK FRAMING PER STRUCTURAL SLOPE ,� —. INTERIOR OOR FRAMING PER STRUCTURAL IRC 806.5 - 5.3. UN -VENTED ASSEMBLY FASTEN JOISTS PER INSTALLATION OF AIR -IMPERMEABLE SPRAY -IN STRUCTURAL FOAM INSULATION W/ 2" SPRAY FOAM AT R-14 (HEATLOK SOY 200 PLUS PER ICC-ES REPORT) PLUS AIR -PERMEABLE BATT INSULATION AT R-25 MIN FOR A TOTAL OF MIN. R-38 - DECK FRAMING TO BE MIN 10%2' DEEP TO ALLOW FOR REQ'D INSULATION 7DECK RAILING SCALE:I"=1'-0" NOTE - INTERIOR INSULATION AND RIGII INSULATION BENEATH SLAB ONL WITH HEATED SPACE TYPICAL NON -RATED EXTERIOR WALLS PROTECTO WRAP "TRIPLE GUARD" SILL SEALER @ FOUNDATION WALL FRAMING PER FRAMING PLAN CLIPS PER STRUCTURAL SHEAR WALL PER SCHEDULE UNVENTED ROOF / DECK ASSEMBLY THE INSULATION FOR AN UN -VENTED ROOF ASSEMBLY SHALL BE A SPRAY -APPLIED FOAM INSULATION. THE UN -VENTED ROOF ASSEMBLY SHALL COMPLY WITH 2O15 IRC R806.5. 1. UNVENTED ASSEMBLY SHALL BE CONTAINED WITHIN THERMAL ENVELOPE 2. NO INTERIOR VAPOR RETARDER INSTALLED ON INSIDE 3. NA 4. ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 4. EITHER ITEMS 5.1, 5.2, OR 5.3 SHALL BE MET DEPENDING ON THE AIR-PERMAEABILITY OF THE INSULATION DIRECTLY UNDER STRUCTURAL ROOF SHEATHING. THIS PROJECT: 5.3 AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE MINIMUM R-10 AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. AIR -IMPERMEABLE INSULATION PRODUCT: HEATLOK SOY 200, MANUFACTURER: DEMILEC (USA) LLC, 2925 GALLERIA DRIVE, ARLINGTON, TEXAS 76011 (817) 640-4900. ICC-ES EVALUATION REPORT ESR-3210, OR APPROVED EQUAL. SPRAY -APPLIED INSULATION TO BE INSTALLED BY CERTIFIED INSTALLER. HEATLOK SOY 200 IS A SPRAY -APPLIED RIGID -MEDIUM DENSITY POLYURETHANE CLOSED CELL FOAM INSULATION WITH A NOMINAL DENSITY OF 2.0 PCF. THE INSULATION IS AIR -IMPERMEABLE WHEN INSTALLED IN ACCORDANCE WITH THE ICC-ES EVALUATION REPORT. THE INSULATION, AT A MAXIMUM THICKNESS OF 4", HAS A FLAME -SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM 84. THICKNESSES OF 9 1/4" FOR WALL CAVITIES AND 11 1/4" FOR CEILING CAVITIES ARE RECOGNIZED, BASED ON TESTING IN ACCORDANCE WITH NFPA 286, WHEN THE INSULATION IS COVERED WITH A MIN. OF 1/2" THICK GWB INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE. UNVENTED ROOF/DECK ASSEMBLY 2" STAINLESS TOP RAIL +42" M� AT 12' LANDINGS +36' c 1 %4' DIA HANDRAIL AT STAIRS, o v U ,1 U + 34" ABOVE STAIR NOSE AND 0 + 36" AT LANDINGS, TYP p w > m p Z 1 2' x 1 !' SQUARE STAINLESS POSTS, 36" MAX SPACING PERM O 10 MANUFACTURER 5/8" DIA STAINLESS RODS, TYP 8" DIA x 5" BOLTS INTO EXPANSION SHIELD PER MANUF. o v 2X 12 CONCRETE STAIRS AND LANDING U BELLYBAND ABOVE RAILING IS COMMERCIAL GRADE OLYMPUS STYLE BY AGS STAINLESS - www.https://agsstainless.com. RAIL SPACING, FASTENERS & OVERALL DESIGN TO MEET INTERANTIONAL RESIDENTIAL BUILDING CODE FOR TOP FORCE RESISTANCE. CONTRACTOR TO OBTAIN SHOP DRAWINGS FROM AGS, OR OWNER APPROVED EQUAL. AR WALL PER PLAN & EDULE — rKtSSURE TREATED PLATE & ANCHOR BOLTS W/ PLATE WASHER PER STRUCTURAL, TYP. R-21 CAVITY INSUL. PLUS R-5 CONTIN INSUL W/ THERMAL EXTERIOR GUARDRAIL, SCALE: 3"=1'-0" FLASHING OVER TRIM 1 X CEMENT BOARD SIDI TRIM 1-HOUR ROOF ASSEMBI. GA FILE NO. RC 2601 - MIN. CLASS C ROOFINv - MIN. 1/2" PLYWOOD 4" CONC. S.O.G. OVER 2" SAND -MIN. 2X10 WOOD FRAMING APPROVED DRAINAGE SOURCE, OVER 6 MIL VAPOR BARRIER OVER w ,� ° BREAK BETWEEN FLOOR SLAB - (2) LAYERS OF 5/8" TYPE X TYP. �. AND BASEMENT WALL GWB 4 LAYER GRAVEL TIGHT -LINE STORM a DRAIN TO APPROVED as CITY OF SEATTLE SYSTEM w III III== o —° . BITUTHENE SYSTEM 4000 BY —III—III—III °°° —III III —III— ° °� 4" SLAB DETAIL 9/A6 0 TPO ROOFING FULLY WARRENTED, CLASS C ROOF COVERING, OVER 3/4" APPROVED FIRE-RETARDENT- TREATED SHEATHING FRAMING PER STRUCTURAL MIN. 2X 10 CIO X N w H w w _ J Q Z_ C� O Z O w O _ w O w w m O O Z 6 w > w V) w (D J J Q vi w 2 Z O w 0 Z m _ C� w w (2) LAYERS OF 5/8" TYPE X = GWB N 2 I X6 CEDAR BOARDS WITH Z 1 /8" GAPS O I� GRACE CONSTRUCTION (OR j —III —III o 0o g o °d ° 1 ° =11I III— APPROVED EQUAL) INCLUDING III III —III —I o o°o� I ° ° o SURFACE CONDITIONER, SELF ° ° °00° ° a° 0 o00°O° ° 00° ° °° 0 °°°°°°° =III= = 0°0°o°°oa o80°0 °o °o °o°o�oo° o ° °a _ °Q �° o ° °° ° ° ° °°� ADHESIVE _ °° ENTRY AWNINGS I-HR. FIRE -RATED — III III—_ III p °°°°°°°� oO�o p o0°°°°�°o a°"g�°�° l—III —III °°°° ° X X —III III —III —I Ia WATERPROOFING MEMBRANE, =1 III —III —III °°° ° 2' R-10 RIGID PERIMETER HYDRODUCT DRAINAGE �—III—III ° � a ee °- SCALE: I "=1'-0" a ° INSULATION BOARD, AND RELATED OTHER _ — a m o aa°®�a�°° °° °O o°0 0°a°°O pao°°O Q� °goa�0°° a I SEALERS AND TRANSITION —°° ° ° r ° a ool /go ° 1 a DETAILS FOR A COMPLETE I)3�98" I1 III1 °/°—`° ° ° a ° °°R-10 INSULATION UNDER WARRENTED INSTALLATION. --��-- —� ° ENTIRE SLAB, NOT REQ'D °AT 2'BELOW GRADE,TYP °°4" DIA PERF SMOOTH WALL FTG REINFORCING AND 4" DIA PERF SMOOTH WALL DRAIN SLOPED TO APPROVED FREE DRAINING FILL UP DIMENSIONS SEE FTG DRAIN SLOPED TO REINFORCING AND DRAINAGE SOURCE TO 6" LAYER OF TOP SOIL STRUCTURAL APPROVED DRAINAGE DIMENSIONS SEE SOURCE STRUCTURAL NOTE: IF FOOTING & FOUNDATION WALLS ARE POURED INDEPENDANTLY PROVIDE FLUID APPLIED CAPILLARY BRAEAK ON TOP OF FOOTING & PROVIDE CONTINOUOS EXPANDING JOINT WATERSTOP. TYP. 00 FOUNDATIO�NS�L RADE > > FOUNDATION WALL BELOW�G�R AD E _J SCALE:I"=1'-0" SCALE: I "=1'-0" w CL Q V) w J Z Z O RESUB Z Nov 30 2020 0 CITY OF EDMONDS DEVELOPMENT SERVICES 0�1 DEPARTMENT O H F— O z y CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 4977 REGISTERED C TECT CRAI AN ANDERSON STATE WASHINGTON IIIIIIIi loom W o (a= J 0P ZC 00 W � 0 a N W=o o W o0 Z o 3 � � M a N w V J o Z ! H M O U W a 2 L o � a Mw U 0- REVISIONS: DRAWN BY: GM SCALE: AS SHOWN DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: Am6mO GENERAL NOTES THE FOLLOWING IS TO BE PROVIDED BY THE PURCHASER AND/OR CONTRACTOR UNLESS OTHERWISE SPECIFIED. 1) ELEVATOR TO BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 PART 5.3 AND ALL LOCAL CODES. 2) ELECTRICAL REQUIREMENTS ARE BY OTHERS AS FOLLOWS: -3 POLE DISCONNECT SWITCH -230 VAC 35 AMP CIRCUIT 1 PHASE FUSED WITH 30 AMP DUAL ELEMENT TIME DELAY (EX. RK1, RK5, J, CC) CLASS FUSE TO BE INSTALLED IN A LOCKABLE FUSED DISCONNECT. (2 WIRE W/GROUND) (DEDICATED CIRCUIT) (208 VOLT 1 PHASE REQUIRES A BUCK BOOST TRANSFORMER) -120 VAC 15 AMP CIRCUIT 1 PHASE WITH 15 AMP PROTECTION (DEDICATED CIRCUIT) 3) IT IS RECOMMENDED FOR A MINIMUM OF ONE HOISTWAY DOOR, ENTRANCE, AND ASSOCIATED FRAMING TO BE LEFT UNFINISHED UNTIL THE ELEVATOR IS SET IN PLACE. CHECK WITH LOCAL DEALER FOR PREFERENCE. 4) HOISTWAY MUST BE PLUMB WITHIN 1/8 INCH PER 10 FT OF HEIGHT AND SQUARE AT ANY POINT WITHIN 1/4 INCH BASED ON DIFFERENCE IN DIAGONAL MEASUREMENTS. 5) MACHINE ROOM MUST BE PROVIDED FOR THE OPERATING EQUIPMENT THAT MEETS N.E.C. CLEAR SPACE REQUIREMENTS AND ALL LOCAL CODES. MACHINE ROOM MUST HAVE A LIGHT AND A CONVENIENCE OUTLET. TEMPERATURE IN HOISTWAY AND MACHINE ROOM TO BE MAINTAINED BETWEEN 60-110' F AND RELATIVE HUMIDITY SHOULD NOT EXCEED 95%. NOTE : The frequency drive fan may be heard running for thermal heat dissipation at any time. 6) CODE REQUIRES A TELEPHONE CONNECTION TO THE ELEVATOR CAR THEREFORE, A PHONE LINE MUST BE INSTALLED IN THE MACHINE ROOM. 7) ALL HOISTWAY DOORS REQUIRE AN INTERLOCK, DOOR HANDLE, AND LATCH SET. NOTE : A buildout/spaceguard on the door may be needed to meet required clearances. 8) ANY ALTERATIONS TO THE EQUIPMENT WITHOUT WRITTEN AUTHORIZATION BY WAUPACA ELEVATOR WILL VOID ALL WARRANTIES. 9) STRUCTURE MUST BE CAPABLE OF SUPPORTING THE APPROPRIATE LOADS. LOCAL ENGINEERING SUPPORT IS RECOMMENDED. 10) NOMINAL DEAD(STATIC) LOAD OF ELEVATOR IS 800 LBS. THIS INCLUDES SLING, CAB, FLOORING, GATE(S), ETC. AND ALL PERMANENT FIXTURES. 11) WHEN USED, CONCRETE MUST BE A MINIMUM OF 4" THICK 3500 PSI. CONTROLLER 8" DEEP SURFACE MOUNT 24 1/4"� BATTERY BOX ii 8" DEEP SURFACE MOUNT IER 2R. e 24 1/2" TERo o9T 12., x Motor name: Motovario enera ifcations GiikleDRail:^ 8 lb. T-Rail Speed: Nominal 40 ft/min (0.20 nVs) Rated Load (Capacity): 1000 lb / 453.6 kg Gear I o3 x Ratio: 100:1 Motor., 3 HP 230 Volts 8.2 FLA 60 Hz 3PH (Inverter Controlled) Controller: 230V 1 PH AC 60 Hz AMP:25.84 Drum Diameter: 7.875' Cable: (2) 3/8" 8-19 Traction Steel Cab Emergency Light/Alarm Bell: Standard Gate Weight: 52 lbs. Hoistway Door Interlocks: 3 - EMI - RH Travel: 18'-0" Cab Size: DA(48 3/4") AB(39") HT(T-0") # of Stops: 3 Cab Model: Designer - Alder Manual Gate(s) 18 C/L RAIL (4) 1 3/4" x 9 1/2" LAMINATED VENEER LUMBER (LVL) OF HOISTWAll IS USED HOR RAIL BRACKETS EPTH HART) STANDARD PIT DEPTH [ELEVATOR MODEL STANDARD WITH BUFFER SPRNG EXCELEVATOR 10" 17" EXCELEVATOR RMR 10" 17" EXCELEVATORMRL 10" C 17" PACA-RYDE 8" C 15" PACA-LIFT 8" 15" PACA-GLIDE 8" 15" PLEASE CONTACT WAUPACA ELEVATOR FOR MINIMUM PIT DEPTH LSTANDARD PIT DEPTH /S BASED ON MAXIMUM FLOOR THICKNESS OF 1 314' NOTE: THIS DRAWING DEPICTS SAMPLE CONSTRUCTION ONLY. IT IS THE RESPONSIBILITY OF THE INSTALLER, CONTRACTOR, OR ENGINEER TO DESIGN AND SPECIFY STRUCTURAL SUPPORTS. ALL CONSTRUCTION TO BE II COMPLIANCE WITH LOCAL CODES. REV. C 1 r-114LJ1Y151J 11U1J-11fAI 53" 3" (48 3/4") O.D. 1 1/4" 25 5/8" C/L RAIL 13 3/4" --13 3/4" RECOMMENDED HALL I STATION LOCATION EMI INTERLOCK 999 O O j 1/4" 10" D A V FINISHED C/L HOISTWAY 1 1/4" MAX. „ 52" 1/2" MIN. CLEAR GATE HOISTWAY2637" 3" MAXOPENING DOOR (39)I.D. 5" MAX. WHEN31 7/8" 32" 0.D. GATE IS CLOSED 46 1/4" I.D.43 1/4" CLEA� B=j 11 10" 4" - t 11 '7 L RECESS 8 1/8„ UNISTRUT C.O.P. LOCATION-]3" 5 3/4" 1) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. 2) FINISHED HOISTWAY = ROUGH FRAMING + DRYWALL + PLASTER + PAINT. 3) 2 7/8" MINIMUM WIDTH REQUIRED TO MOUNT LOCK TO JAMB. 300 IBS. Na SHEAR o0 PM FASTEM TRAVEL (FEET) <22 <36 <50 415 LH3. IrAX TBNSION DRUM LENGTH (INCH) 12 18 24 PER FAS1'II1BR STARTING TWS ON DRUM 2 2 2 �w%iV f XM%A 17Appleton, North Ballard Road Appleton, WI 64911 ELEVATOR COMPANY" Phone:800-238-8739 ELEVATOR CONTRACTOR: NORTHWEST ELEVATIONS JOB NAME: PICKERING TOWNHOME A ORDER NUMBER: 147889 EXCELEVATOR SERIES WINDING DRUM ELEVATOR BAR OPENING W/ ACCORDION GATE DRAWN BY: DATE: SIGNATURE OF APPROVAL DWG. NO. PJS 1/14/1 1 C-002854 REV. E I `VVU V �i�Li 172E North Ballard Road Appleton, WI 54911 ELEVATOR COMPANY' Phone:800.238-8739 ELEVATOR CONTRACTOR: NORTHWEST ELEVATIONS JOB NAME: PICKERING TOWNHOME A ORDER NUMBER: 147889 EXCELEVATOR RMR WINDING DRUM ELEVATOR TRAVELING SHEAVE MACHINE ROOM DRAWN BY: I DATE: SIGNATURE OF APPROVAL I DWG. NO. PJS 1/14/19 C-00283D 11" TOP CAR CLEARANCE D -- -- A MINIMUM FINISHED HOISTWAY CEILING HEIGHT I (8'-0") I I 8'-0" I I I I - - - - J 3RD FLOOR I.D. 7'-0" 2ND FLOOR TOTAL TRAVEL (216") PIT 1ST FLOOR PIT DEPTH 1) MINIMUM TRAVEL ALLOWED BETWEEN STOPS IS 18" FOR WINDING DRUM ELEVATORS AND 14" FOR HYDRAULIC ELEVATORS. 2) HYDRAULIC ELEVATORS WITH SCREW DRIVE GATE OPERATOR REQUIRE A MINIMUM OF 14" OF OVERHEAD. 3) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. 4) FINISHED HOISTWAY = ROUGH FRAMING + DRYWALL + PLASTER + PAINT. FLOOR TO FLOOR DIMENSIONS MUST BE NOTED ON DRAWING. ELEVATOR MODEL MINIMUM CAB HT. MAXIMUM -CAB -HT EXCELEVATOR 6-0" EXCELEVATOR RMR 6-0" PACA-LIFT 6' _8" PACA-RYDE 6'-10" CUSTOM -LIFT 500 LB 6'-6" ""ATTENTION"" NEW CODE REQUIREMENTS FOR ASME A17.1-2016/CSA B44-1 6 SECTION 5.3 PRIVATE RESIDENCE ELEVATORS SEE NOTE NOTE 1: SECTION 5.3.1.7.2 CLEARANCE BETWEEN HOISTWAY DOORS AND LANDING SILLS. DISTANCE BETWEEN THE FACE OF THE HOISTWAY DOOR AND EDGE OF LANDING SILL SHALL NOT EXCEED 3/4". NOTE 2: SECTION 5.3.1.8.3 CLEARANCE BETWEEN HOISTWAY DOORS AND CAR DOORS OR GATES. MUST REJECT 4" DIAMETER BALL AT ALL POINTS WHEN HOISTWAY DOOR AND CAR DOOR ARE IN FULLY CLOSED POSITION. EE NOTE 1 1/4" MAX. 1/2" MIN. TOP SHEAVE 26'-7' [8102.60] 2'-2' [660.40] 27 1/2" D.B.G. 8' [2438.40] TYP. 26'-2' [7975.60] 8' [2438.40] TYP. SHEAVE 8' [2438.40] 01/2' 10X 25' [7620.00] 23' [7010.40] 15' [4572.00] RAIL BRACKET 7' [2133.60] 22 3/8' [568.331 CUT OUT 29' [736.60] 15' [381.00] 6 1/4' 16.351 LEVELING PLATE NOTE: RAIL LENGTH = PIT DEPTH + TRAVEL + CAB I.D. HEIGHT + 4" TOP RAIL MUST BE BETWEEN 14" AND qO" SIDE VIEW OF RAIL BRACKET 2540 Ibf (11.3 kN) MAX TENSION SIDE VIEW OF SHEAVE 2000 Ibf (8.90 kN) MAX SHEAR 808 Ibf (3.60 kN) MAX SHEAR 2000 Ibf (8.90 kN) MAX TENSION SIDE VIEW OF TOP SHEAVE 2540 Ibf (11.3 kN) MAX TENSION 808 Ibf (3.60 ekN) MAX SHEAR 16 1/4' TOP SHEAVE 16 1/{' [411/4 16 1/1] 9/16' x 1 9/16• [14.2, x 39.69] 2X RAIL BRACKET 15' 381-00 [14.29 x 31.75] 4X 11 3/8 [268.93]� 22 3/4' �, [577.85] 321/2' [76200] 36 1/e' [825.501 [927.101 TOP VIEW OF RAIL LEVELING PLATE III 4 1/2' [114.30] NOTE: ALL DIMENSIONS ARE IN INCHES. DIMENSIONS IN I I ARE MM. *BOTTOM RAIL BRACKET CAN SE MOVED IF NEEDED WITHIN THE RANGE NOTED* NOTES: 1. FASTENERS BY OTHERS. 2. FILL ALL ANCHOR POINTS. 3. IT IS THE RESPONSIBILITY OF THE INSTALLER/CONTRACTOR OR ENGINEER TO DESIGN AND SPECIFY STRUCTURAL SUPPORTS. 4. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH LOCAL CODES. 5. MAXIMUM IMPACT LOAD ON PIT FLOOR IS 1257 Psi (8.67 MPa) 6. EACH RAIL SECTION SHALL HAVE A MINIMUM OF ONE RAIL BRACKET. 7. SPACING CANNOT BE GREATER THAN 8%0" BETWEEN RAIL BRACKETS. 8. BRACKET LOCATION MUST BE NO CLOSER THAN 8" TO A RAIL SPLICE. 9. MAXIMUM RAIL BRACKET TENSION MOVES UP AND DOWN SUPPORT WALL AT 40 FEET PER MINUTE. RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 CY) x CV LU H N LU LU J /Z V O Z O c/C') LU CL I- O F- LU 0 O CY CL LU LU m O F- F- O 6 LU LU LU J J Q vi LU Z O L/) LU 0 7- CIO F- 0 CL IN I__ LU LU 1n V) Z O 1n LU IL Q J Q O 0LY CL U LU Z Z O U Cr I- Z O U 0:Y O LL O Z iii CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 ca ad a U) 0 H Z 0 Z Q U) W 0 a N IxW F o O Z M a Ica n L11 > W N o J W H O z M ULu = W LU O Of a M W Cn 0- REVISIONS: DRAWN BY: GM SCALE: NTS DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: ELEm GENERAL_ NOTES REV. THE FOLLOWING IS TO BE PROVIDED BY THE PURCHASER AND/OR CONTRACTOR UNLESS OTHERWISE SPECIFIED. 1) ELEVATOR TO BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 PART 5.3 AND ALL LOCAL CODES. 2) ELECTRICAL REQUIREMENTS ARE BY OTHERS AS FOLLOWS: -3 POLE DISCONNECT SWITCH -230 VAC 35 AMP CIRCUIT 1 PHASE FUSED WITH 30 AMP DUAL ELEMENT TIME DELAY (EX. RK1, I J, CC) CLASS FUSE TO BE INSTALLED IN A LOCKABLE FUSED DISCONNECT. (2 WIRE W/GROUND) (DEDICATED CIRCUIT) (208 VOLT 1 PHASE REQUIRES A BUCK BOOST TRANSFORMER) -120 VAC 15 AMP CIRCUIT 1 PHASE WITH 15 AMP PROTECTION (DEDICATED CIRCUIT) 3) IT IS RECOMMENDED FOR A MINIMUM OF ONE HOISTWAY DOOR, ENTRANCE, AND ASSOCIATED FRAMING TO BE LEFT UNFINISHED UNTIL THE ELEVATOR IS SET IN PLACE. CHECK WITH LOCAL DEALER FOR PREFERENCE. 4) HOISTWAY MUST BE PLUMB WITHIN 1/8 INCH PER 10 FT OF HEIGHT AND SQUARE AT ANY POINT WITHIN 1/4 INCH BASED ON DIFFERENCE IN DIAGONAL MEASUREMENTS. 5) MACHINE ROOM MUST BE PROVIDED FOR THE OPERATING EQUIPMENT THAT MEETS N.E.C. CLEAR SPACE REQUIREMENTS AND ALL LOCAL CODES. MACHINE ROOM MUST HAVE A LIGHT AND A CONVENIENCE OUTLET. TEMPERATURE IN HOISTWAY AND MACHINE ROOM TO BE MAINTAINED BETWEEN 60-110' F AND RELATIVE HUMIDITY SHOULD NOT EXCEED 95%. NOTE : The frequency drive fan may be heard running for thermal heat dissipation at any time. 6) CODE REQUIRES A TELEPHONE CONNECTION TO THE ELEVATOR CAR THEREFORE, A PHONE LINE MUST BE INSTALLED IN THE MACHINE ROOM. 7) ALL HOISTWAY DOORS REQUIRE AN INTERLOCK, DOOR HANDLE, AND LATCH SET. NOTE : A buildout/spaceguard on the door may be needed to meet required clearances. 8) ANY ALTERATIONS TO THE EQUIPMENT WITHOUT WRITTEN AUTHORIZATION BY WAUPACA ELEVATOR WILL VOID ALL WARRANTIES. 9) STRUCTURE MUST BE CAPABLE OF SUPPORTING THE APPROPRIATE LOADS. LOCAL ENGINEERING SUPPORT IS RECOMMENDED. 10) NOMINAL DEAD(STATIC) LOAD OF ELEVATOR IS 800 LBS. THIS INCLUDES SLING, CAB, FLOORING, GATE(S), ETC. AND ALL PERMANENT FIXTURES. 1 1) WHEN USED, CONCRETE MUST BE A MINIMUM OF 4" THICK 3500 PSI. CONTROLLER 8" DEEP SURFACE MOUNT 24 1/4" BATTERY BOX mq y 8" DEEP SURFACE MOUNT �® ®I-16"� a 24 1/2" ®N r®o x®r 12" N® Motor name: Motovario f general _Specifications Giikle`l2ail: 8 lb. T-Rail Speed: Nominal 40111min (0.20 mLs) Rated Load (Capacity): 100TUT4kg Geaox Ratio: 100:1 53.6 Motor: 3 HP 230 Volts 8.2 FLA 60 Hz 3PH (Inverter Controlled) Controller: 230V 1 PH ACs60 Hz AMP:25.84 Drum Diameter: 7.875" Cable: (2) 318" 8-19 Traction Steel Cab Emergency Light/AlarmBell: Standard Gate Weight: 52lbs. Hoistway Door Interlocks: EMI - 3 LH 1 RH Travel: 18'-0" Cab Size: DA(50 1/2") AB(38") HT(T-0") # of Stops: 4 Cab Model: Designer - Alder Manual Gate(s) /8" NOTE: WITH TOP FLOOR MACHINE ROOM CONTACT TECH SUPPORT BEFORE INSTALLING WIRE ROPE. 300 LBS. MAX SHEAR CO PER FASTENER 415 LBS. MAX TENSION PER FASTENER DIMENSIONS ARE IDENTICAL PER SIDE UNLESS NOTED. FINISHED HOISTWAY 53" - 1 1/4" (50 1/2") O.D. 1 1/4" 26 1/2" C/L RAIL 13 3/4" --13 3/4" 5 3/4" RECESS F 6 1/2" FINISHEDD HOISTWAY 51" (38") O.D. 4" Ulm- A 41 1/2" CLEAR 47 1/2" I.D. 5" MAX. WHEN GATE IS CLOSED _ 36" I.D. 3„ MAX. - 1 1/4" MAX. 1/2" MIN. UNISTRUT J C.O.P. LOCATION E.M.I. IV NOTE 3 a 5/6' ' 1 3/4' EMI INTERLOCK 1) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. 2) FINISHED HOISTWAY = ROUGH FRAMING + DRYWALL + PLASTER + PAINT. 3) 2 7/8" MINIMUM WIDTH REQUIRED TO MOUNT LOCK TO JAMB. C/L RAIL STANDARD Prr DEPTH ELEVATOR MODEL STANDARD W[TH BUFFER SPRING EXCELEVATOR 10" 17" L EXCELEVATOR RMR 10" 17" EXCEL `I/ATOR Mll _ 101, 17" PA-6k--R E ©C 15" PACA-LIF 8 15" PACA-GLIDE S" L 15" PLEASE CONTACT WAUPACA ELEVATOR FOR MINIMUM PIT DEPTH REV. C C/L 28" 1 CLEAR GATE HOISTWAY OPENING DOOR 34 3/8" 36" 1/4" RECOMMENDED HALL STATION LOCATION 5" �vv�W�� 1726 North Ballard Road Appleton, WI 54911 ELEVATOR COMPANY" Pnone:800-z36-s739 ELEVATOR CONTRACTOR: NORTHWEST ELEVATIONS JOB NAME: PICKERING TOWNHOMES C ORDER NUMBER: 147891 EXCELEVATOR SERIES WINDING DRUM ELEVATOR ABR DCR OPENING W/ ACCORDION GATE DRAWN BY: I DATE: SIGNATURE OF APPROVAL DWG. NO. PJS 1/14/19 C-002885 (4) 1 3/4" x 9 1/2" LAMINATED VENEER LUMBER (LVL) OF HOISTWAY IS USED HOR RAIL BRACKETS STANDARD PIT DEPTH IS BASED ON MAXIMUM FLOOR THICKNESS OF 1 314" NOTE: THIS DRAWING DEPICTS SAMPLE CONSTRUCTION ONLY. IT IS THE RESPONSIBILITY OF THE INSTALLER, CONTRACTOR, OR ENGINEER TO DESIGN AND SPECIFY STRUCTURAL SUPPORTS. ALL CONSTRUCTION TO BE If COMPLIANCE WITH LOCAL CODES. EPTH HART) 11" TOP CAR CLEARANCE I I I I 4TH FLOOR 3RD FLOOR RM D MINIMUM FINISHED HOISTWAY CEILING HEIGHT 8'-0„ PIT TOTAL TRAVEL 18'-0" FLOOR TO FLOOR DIMENSIONS (216") MUST BE NOTED ON DRAWING. 2ND FLOOR 1) MINIMUM TRAVEL ALLOWED BETWEEN STOPS IS 18" FOR WINDING DRUM ELEVATORS AND 14" FOR HYDRAULIC ELEVATORS. 2) HYDRAULIC ELEVATORS WITH SCREW DRIVE GATE OPERATOR REQUIRE A MINIMUM OF 14" OF OVERHEAD. 3) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. I.D. 4) FINISHED HOISTWAY = 7'-0 ROUGH FRAMING + DRYWALL + PLASTER + PAINT. 1ST FLOOR Fcwqy 1726 North Ballard Road Appleton, WI 54911 COMPANY" Phone : 800-236-e739 10" PIT DEPTH ELEVATOR CONTRACTOR: NORTHWEST ELEVATIONS ELEVATOR MODEL MINIMUM CAB HT: MAXIMUM CAB HT. JOB NAME: PICKERING TOWNHOMES C ORDER NUMBER: 147891 EXCELEVATOR � EXCELEVATOR, RMR, PACA-LIFT PACA-RYDE, & CUSTOM LIFT 500 LB. 4 STOP ELEVATION VIEW EXCELEVATOR RMR [' o" PACA-LIFT 6'-8"`I PACA-RYDE U-10"I DRAWN BY: PJS I DATE: 1/14/19 SIGNATURE OF APPROVAL DWG. NO. C-003018 CUSTOM -LIFT 500 LB. U-6- 1 ****ATTENTION**** NEW CODE REQUIREMENTS FOR ASME Al 7.1 -201 6/CSA B44-1 6 SECTION 5.3 PRIVATE RESIDENCE ELEVATORS SEE NOTE NOTE 1: SECTION 5.3.1.7.2 CLEARANCE BETWEEN HOISTWAY DOORS AND LANDING SILLS. DISTANCE BETWEEN THE FACE OF THE HOISTWAY DOOR AND EDGE OF LANDING SILL SHALL NOT EXCEED 3/4". NOTE 2: SECTION 5.3.1.8.3 CLEARANCE BETWEEN HOISTWAY DOORS AND CAR DOORS OR GATES. MUST REJECT 4" DIAMETER BALL AT ALL POINTS WHEN HOISTWAY DOOR AND CAR DOOR ARE IN FULLY CLOSED POSITION. EE NOTE 1 1/4" MAX. 1/2" MIN. 2'-2" [660.40] SHEAVE 8' [2438.40] TYP. 01/2" 10X 26'-2" [7975.601 8' [2438.40] TYP. 8' [2438.40] TOP SHEAVE 26'-7" [8102.60] 2 5' [7620.00] 2 3' [7010.40] - 22 3/8" [568.33] CUT OUT 27 1/2" D.B.G. 29" [736.60] 15' [4572.001 RAIL BRACKET 7' [2133.60] - - - 64" 1/4" [6.35] LEVELING PLATE NOTE: RAIL LENGTH = PIT DEPTH + TRAVEL + CA13 I.D. HEIGHT + 4" TOP RAIL MUST 13E BETWEEN 14" AND 90" SIDE VIEW OF RAIL BRACKET 2540 Ibf (11.3 I,N) MAX TENSION SIDE VIEW OF SHEAVE 2000 Ibf (8.90 kN) MAX SHEAR 808 Ibf (3.60 kN) 2000 Ibf (8.90 kN) MAX SHEAR MAX TENSION SIDE VIEW OF TOP SHEAVE 2540 Ibf (11.3 kN) MAX TENSION 808 Ibf (3.60 okN) MAX SHEAR 16 1/4" TOP SHEAVE 16 1/4- [413.11] [413.11] 9/16- x 1 9'Is- [14.299 x 39.69] 7 FK RAIL BRACKET 39/16" x 1 1/4" • a 4.29 x 3175] [268.93][14X ]� zz 9,a' 30' [srnes]- 32 112' [762.00] 1—-] [927.101- 1/2' I TOP VIEW OF RAIL LEVELING PLATE 4 1/2' [114.30] ' 0 �4 NOTE: ALL DIMENSIONS ARE IN INCHES, DIMENSIONS IN [ ] ARE MM. *BOTTOM RAIL BRACKET CAN BE MOVED IF NEEDED WITHIN THE RANGE NOTED* NOTES: 1. FASTENERS BY OTHERS. 2. FILL ALL ANCHOR POINTS. 3. IT IS THE RESPONSIBILITY OF THE INSTALLER/CONTRACTOR OR ENGINEER TO DESIGN AND SPECIFY STRUCTURAL SUPPORTS. 4. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH LOCAL CODES. 5. MAXIMUM IMPACT LOAD ON PIT FLOOR IS 1257 Psi (8.67 MPa) 6. EACH RAIL SECTION SHALL HAVE A MINIMUM OF ONE RAIL BRACKET. 7. SPACING CANNOT BE GREATER THAN 8'-0" BETWEEN RAIL BRACKETS. 8. BRACKET LOCATION MUST BE NO CLOSER THAN 8" TO A RAIL SPLICE. 9. MAXIMUM RAIL BRACKET TENSION MOVES UP AND DOWN SUPPORT WALL AT 40 FEET PER MINUTE. RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 x CV LU IV N LU LU J Q /Z V O Z _O N C/) I� LU CL O I- Q LU O LU CL fY LU 00 O F- O 6 LU > I� LU Lu N 0 J J Q vi LU LZ Q Z O C/) LU 0 Z Q 00 CL N LU LU 1n Z O Q LU Q Cn J Q > O Q Cn U0 LU J Z Z O 9 U Z O U O LL- I- O Z r� CB AN DERSON ARCH ITECTS PLLC 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT & APPLICANT: Chris Pickering 704 Maple St Edmonds, WA 98020 (206) 459-1227 CONSULTANT: Equilibria Structural Engineering Jason Lindquist, P.E., S.E. 12308 Mukilteo Speedway Suite 5 Mukilteo, WA 98275 (360) 386-9476 Z IxW O F a w > J W H = W C 0 H Z 0 � W 0 a N F o Z M r n Uj C4 o O z U M O 0 a M W o REVISIONS: DRAWN BY: GM SCALE: NTS DATE: 3/ 18/2020 JOB NUMBER: 1704.0 SHEET NUMBER: ELEm2 DESIGN CRITERIA: STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2015 EDITION OF THE SEATTLE BUILDING CODE. RISK CATEGORY: II (ASCE TABLE 1.5-1) LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE IF = 1.00, SITE CLASS D (ASSUMED) SEISMIC DESIGN CATEGORY D LIGHT FRAME BEARING WALL w/ WOOD PANEL: R = 6.5 Ss = 1.27 & Si = 0.50 (PER USGS MAP w/ LAT. & LON.) SDS=0.85&SD1=0.50 Cs = 0.156 (SEISMIC RESPONSE COEFFICIENT) LATERAL WIND LOADS: WIND SPEED: 110 mph EXPOSURE GCpi = ±0.18 KZc = 1.00 VERTICAL LOADS: ROOF LOADS FLOOR LOADS DECK & BALCONY LOADS DEAD LOAD 15 PSF 15 PSF 10 PSF LIVE LOAD N/A 40 PSF 60 PSF SNOW LOAD (Is = 1.00) 25 PSF N/A SOIL AND FOUNDATION: DESIGN VALUES: ALLOWABLE BEARING: 2500 PSF THE SOIL DESIGN PROPERTIES WERE DERIVED FROM THE GEOTECHNICAL REPORT PROVIDED BY NELSON GEOTECHNICAL ASSOCIATES, INC DATED MARCH 21, 2019 (REPORT NO. 1083719). THE CONTRACTOR SHALL REVIEW THE REFERENCED REPORT AND REPORT ANY DISCREPANCIES PRIOR TO CONSTRUCTION. FOLLOW ALL GEOTECHNICAL ENGINEER'S RECOMMENDATIONS REGARDING SITE AND SUBGRADE PREPARATION. VALUES OR COEFFICIENTS NOT PROVIDED IN THE GEOTECHNICAL REPORT ARE NOTED AS ASSUMED VALUES AND SHALL BE FIELD VERIFIED. COEFFICIENT OF FRICTION: 0.35 ACTIVE PRESSURE: 40 PCF (UNRESTRAINED) 60 PCF (RESTRAINED) PASSIVE PRESSURE: 200 PCF ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" BELOW FINISHED GRADE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED IN ALL OTHER CASES. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. RETAINING WALLS AND EXTERIOR PERIMETER FOUNDATIONS SHALL HAVE 4" PERFORATED FOOTING DRAINS SURROUNDED W/ GRAVEL ON THE HIGH SOIL SIDE. RETAINING WALLS SHALL BE BACKFILLED WITH FREE DRAINING GRANULAR MATERIAL A MINIMUM OF 12" WIDE TO WITHIN 12" OF FINISHED GRADE. CONCRETE: CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH: F'c = 3000 PSI CONCRETE QUALITY, MIXING AND PLACING SHALL BE IN ACCORDANCE WITH IBC 1905. CONCRETE PROPORTIONS SHALL BE DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF ACI 318, SECTION 5.2 DESIGN F'c = 2500 PSI FOR LIGHT FRAMED CONSTRUCTION, TWO STORIES OR LESS IN HEIGHT WITH TEST STRENGTH OF F'c = 3000 PSI TO MEET DURABILITY REQUIREMENTS. DESIGN F'c = 3000 PSI FOR ALL OTHER STRUCTURES. MINIMUM PERMISSIBLE CEMENT CONTENT IN STD. 94-LB SACKS/CY SHALL BE 5!2 SACKS. MAXIMUM AGGREGATE SIZE SHOULD NOT BE LARGER THAN % THE NARROWEST DIMENSION BETWEEN FORMS, %3 THE DEPTH OF SLABS AND 34 THE MIN CLEAR SPACING BETWEEN PARALLEL REINFORCING BARS. A MAXIMUM SIZE OF 34" IS RECOMMENDED FOR COLUMNS, GIRDERS, BEAMS AND JOISTS. NON -SHRINK 4000 PSI NON -SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. PROVIDE CONTROL JOINTS AT A MAXIMUM OF 20'-0" TO MINIMIZE THE EFFECTS OF CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. REINFORCING STEEL: REBAR: GRADE fy (PSI) #4 & SMALLER 40 40,000 #5 & LARGER 60 60,000 CLEAR COVER: CAST AGAINST EARTH: 3" EXPOSED TO EARTH OR WEATHER: 2" SLABS, WALLS AND JOISTS: 3/4" BEAMS AND COLUMN: 1 LAP SPLICES AND HOOKS: LAP ALL FIELD SPLICES 50*db UNLESS NOTED OTHERWISE. STANDARD 90 DEGREE HOOKS SHALL CONSIST OF A 6*db 0 BEND WITH A 12*db HOOK EXTENSION, WHERE db STANDS FOR THE NOMINAL BAR DIAMETER (I.E. #4 BAR db = 0.50", #5 BARS db = 0.625") MISC. DOWEL ALL EXTERIOR PROJECTIONS TO STRUCTURE WITH #4 BARS @ 12" HOOKED INTO WALL. BEND WALL AND FOOTING BARS 25" AROUND CORNERS. WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4xl.4 UNLESS NOTED OTHERWISE. PLACE AT MID -DEPTH OF SLAB AND PROVIDE TWO FULL MESH OVERLAP AT SPLICES. WOOD FRAMING: ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION" BEAMS (4X AND GREATER) DF #1 OR BETTER POSTS DF #1 OR BETTER STUDS HF #2 / STUD ALL OTHER LUMBER HF #2 OR BETTER GLUE LAMINATED TIMBER: MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx + Fbx - BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI BEAM CANTILEVER DF/DF 24F V8 2400 PSI 2400 PSI FOR WALLS ADJACENT TO FLOOR DIAPHRAGM OPENINGS, THE WALL STUDS SHALL BE CONTINUOUS FULL HEIGHT STUDS. ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE -TREATED WOOD (WITH THE EXCEPTION OF STEEL BOLTS ONE -HALF -INCH DIAMETER OR GREATER) SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. WHEN USING STAINLESS STEEL OR HOT -DIPPED GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL HANGERS AND CONNECTORS ARE USED. ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2) 2x8 DF #2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6-0" OR LESS AND TWO CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6-0" WIDE. ALL COLUMNS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2) 2x(MATCH WALL STUDS) HF#2 NAILED TOGETHER PER STRUCTURAL NOTES. SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d COMMON @ 6" O.C. STAGGERED. LAMINATE 2x6 COLUMNS TOGETHER WITH (2) OFFSET ROWS OF 16d COMMON @ 6" O.C. DRIVE ADJACENT NAILS FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO THE ADJACENT STUD. PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12" O.C. OR BOLT TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. NON -BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. SOLID BLOCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKING OR BRIDGING AT 8'-0" O.C. FOR FLOOR JOISTS AND 10'-0" O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, BLOCKING TO MATCH THE AREA OF THE MEMBER ABOVE. UNLESS OTHERWISE SPECIFIED, PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT ALL COLUMN LOCATIONS. PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST ORIENTATION. ENGINEERED WOOD PRODUCTS: ENGINEERED WOOD PRODUCTS MANUFACTURED BY TRUS JOIST MACMILLAN CORPORATION. DESIGN VALUES PRESENTED FOR ALLOWABLE STRESS DESIGN. MICROLLAM LAMINATED VENEER LUMBER (LVL) PARALLAM PARALLEL STRAND LUMBER (PSL E: 1,900,000 PSI E: 2,000,000 PSI Fb: 2,600 PSI Fb: 2,900 PSI Fv: 285 PSI Fv: 290 PSI Fc (PERP): 750 PSI Fc (PERP): 650 PSI Fc: 2,460 PSI Fc: 2,900 PSI EQUIVALENT ENGINEERED LUMBER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PENDING REVIEW AND APPROVAL OF THE ARCHITECT, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER ALLOWABLE DESIGN STRESSES GENERAL NOTES: DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT SHOWN. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ENGINEER. MANUFACTURED ROOF TRUSSES: ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS. THE SNOW LOAD SHALL BE NOTED UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION. TRUSS DESIGNS SHALL BE SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CEILING JOISTS: UNLESS NOTED OTHERWISE IN PLANS CEILINGS JOISTS SHALL CONFORM TO IRC R802 AND THE FOLLOWING: CEILING JOISTS SHALL BE HEM -FIR #2 GRADE AND SPACED AT 24 INCHES ON CENTER. SEE CHART BELOW FOR MAXIMUM ALLOWABLE CEILING JOIST SPANS (IRC TABLE R802.4(2). SPANS ARE BASED ON UNINHABITABLE ATTICS WITH LIMITED STORAGE, LL = 20 PSF, DEFLECTION LIMITATIONS = L/240. ENDS OF CEILING JOISTS SHALL BE LAPPED MIN. 3 INCHES. TOE NAIL ALL CEILING JOISTS TO TOP PLATE W/ (3) 8d. LAPPED JOISTS SHALL BE FACE NAILED W/ (3) 10d. FACE NAIL TO ALL RAFTER, WHERE APPLICABLE, W/ (3) 10d. MAXIMUM ALLOWABLE CEILING JOIST SPAN TABLE 2x4 H F#2 @ 24" O/C 2x6 H F#2 @ 24" O/C 2x8 H F#2 @ 24" O/C 2x 10 H F#2 @ 24" O/C 7'-1 " 10'-4" 13'-1 " 16-0" DEFERRED SUBMITTALS: ITEMS REFERRED TO AS DEFERRED SUBMITTALS IN THESE CONSTRUCTION DOCUMENTS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. 1110 l�.l��: [•l.A�: [•]:ir lul.9r�1��_��[•l.r_.1.r.9��:u.r�a�_T•��DI��:�•I��I•I�\:7_�f•h THE DESIGNER OR MANUFACTURER RESPONSIBLE FOR THE DEFERRED SUBMITTAL SHALL SUBMIT A COPY OF THE SHOP DRAWINGS AND CONSTRUCTION DOCUMENTS TO THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL PRIOR TO INSTALLATION LIST OF DEFERRED SUBMITTALS TO BE APPROVED BY THE BUILDING OFFICIAL PROPRIETARY HANDRAILS AND GUARDRAILS BY OTHERS TRIMMER STUDS PER FRAMING PLANS (DARK COLORED) # OF KING STUDS # OF TRIMMER 2T-2K TYP STUDS TYP INDICATES SAME ON BOTH SIDES OF HEADER r FRAMING HANDRAIL AND GUARDRAIL SYSTEMS: ABOVE UNLESS NOTED OTHERWISE IN THESE CONSTRUCTION DOCUMENTS, DESIGN AND DETAILING OF ALL HANDRAIL AND GUARDRAIL SYSTEMS ARE CONSIDERED DEFERRED SUBMITTALS PER IBC 107.3.4.1. HEADER PER ALL RAIL SYSTEMS SHALL CONFORM TO THE FOLLOWING LOADING REQUIREMENTS OF ASCE FRAMING PLANS. 7-10 4.5. REFER TO ARCHITECTURAL CONCENTRATED LOAD: 200 LBS APPLIED TO PRODUCE MAXIMUM LOAD EFFECT SHEETS FOR UNIFORM LOAD: 50 LB/FT APPLIED TO HANDRAIL OR TOP RAIL ELEVATION EXCEPTION: UNIFORM LOAD NEED NOT BE CONSIDERED FOR ONE AND TWO-FAMILY DWELLINGS INTERMEDIATE RAILS: 50 LB HORIZONTAL LOAD ON AN AREA NOT TO EXCEED A 12 INCH BY 12 INCH AREA PER PLANS LEGEND AND TYPICAL DETAILS LEGEND KING STUDS PER FRAMING 0 COLUMN POST PER PLANS PLANS (LIGHT COLORED) BEAM CONTINUOUS OVER SUPPORT $ BEAM NOT CONTINUOUS OVER SUPPORT BUILT-UP POST (BEAM END SHOWN) JOIST DESIGNATION HEADER PLAN VIEW EXTENT OF 172S FRAMING FJ1 TYPICAL POST JOIST/RAFTER JOIST SCHEDULE LEGEND ORIENTATION EADER ELEVATION MARK DOUBLE TOP PLATE ® CONTINUOUS FRAMING MEMBER BLOCKING OR NON -CONTINUOUS FRAMING MEMBER SECTION NUMBER KING STUDS PER FRAMING PLANS FACE NAILED TO HEADER W/ (8) 16d NAILS & NAIL EACH LAM W/ 16d COMMON @ 6" O.C. STAGGERED TRIMMER STUDS PER FRAMING PLANS. FACE NAIL EACH LAM W/ 16d COMMON @ 6" O.C. STAGGERED TYPICAL HEADER DETAIL SCALE: 3/4" = 1'-0" 0" TYP FOOTING d < - d a PROVIDE L BARS AT ALL FOOTING CORNERS AND INTERSECTIONS CONTINUOUS FOOTING REINFORCEMENT PER DETAILS PROVIDE LAPPED CORNER BARS MATCHING FOOTING BAR SIZE. MIN BAR BEND DIAMETER IS 6*db MIN 25" @ #4 BARS MIN 32" @ #5 BARS SIMILAR AT FOOTING INTERSECTION. ALTERNATE HOOK DIRECTION TYPICAL FOUNDATION CORNER REBAR SCALE: 3/4" = 1'-0" SEE CORNER DETAILS FOOTING FOUNDATION HOLD DOWN 0" TYP 6119:11 STEM WALL SECTION CUT A GRIDLINE SHEET NUMBER / NON -BEARING WALLS ARE NOT HATCHED SHEAR WALL SHEATHING EXTENTS SHEAR WALL DESIGNATION BEARING HATCHED PROVIDE L BARS AT ALL STEM WALL CORNERS AND INTERSECTIONS CONTINUOUS HORIZONTAL WALL REINFORCEMENT PER DETAILS STEM WALL PER DETAILS PROVIDE LAPPED CORNER BARS MATCHING STEM WALL BAR SIZE. MIN BAR BEND DIAMETER IS 6*db a d Jl I MIN 32" @ #5 BARS SIMILAR AT WALL INTERSECTION. ALTERNATE HOOK DIRECTION TYPICAL STEM WALL CORNER REBAR SCALE: 3/4" = 1'-0" RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z O U) Lu z O a- U U) Lu Lu Q Lu W W rn� V c� 00 y co o Vco cy) 02/21 /20 3. LI O of wAsr� Gar 4 47 NAL E�G� vJ Q = N Z = o O c0 � (M G Z) Q 0 c) O W ,�x (DW LLI � /) 7 O 0 M W Z LLIo>0C G Q Q U In 0 w STRUCTURAL NOTES, SCHEDULES, TYPICAL DETAILS AND LEGEND REVISION: - 02-21-20 DATE: DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: si EQUILIBRIA STRUCTURAL ENGINEERING SHEAR WALL SCHEDULE - REFER TO DETAIL 3/S2 SHEAR FLOW FLOOR TO FLOOR CONNECTIONS: NAILING LTP4 CLIPS MAY BE INSTALLED VERTICALLY OR MINIMUM ANCHOR BOLT SILL ASD COMMON OR GALVANIZED HORIZONTALLY, AND APPLIED OVER UP TO Y2" FRAMING SIZE PLATE WASHER SHEAR BOX NAILS SHEATHING. LIPS CLIPS SHALL BE INSTALLED AT ABUTTING (EDGE OF WASHER FOR SHEATHING HORIZONTALLY. USE 8d COMMON NAILS 2/2 LONG IF ( ) SHEAR WALL MINIMUM SHALL EXTEND TO HEM -FIR MARK SEE ( (Y2" CDX MAY APPLIED OVER SHEATHING. PANELS BOTTOM WITHIN Y2" OF THE FRAMING, PLANS) BE USED IN (BLOCK ALL PLATE SIZE EDGE OF PLATE ALSO note g LIEU OF '/6" PANEL EDGE RIM JOIST, SILL PLATE HORIZONTAL SIDE WITH VALID OSB) (BLOCK ALL FIELD BASE PLATE TO DRAG STRUT ANCHORS JOINTS) note b SHEATHING) note a FOR JOINTS) RIM or BLOCKING note h DOUG-FI TO TOP PLATE R FRAMING (1 ) note e (2)note e (3)note e (4)note e (5)note e (6)note e (7)note e (8)note e SW1 7/6 8d @ 6" O.C. 8d @ 12" O.C. 16d COMMON @ 5" O.C. Yz O A.B. 48 @ 2x NOMINAL 2x 3" x x 0.229"150 PLF SIDE 8" O.C. TOE -NAILED O.C. &ENDS NOMINAL WASHER w 2 J Q SW2 �/6" OSB ONE gd @ 4" O.C. 8d @ 12" O.C. 16d COMMON @ SIMP LTP4 Y2" 0 A.B. @ 32" 2x NOMINAL 2x 3" x 3" x 0.229" 350 PLF SIDE 5" O.C. @ 17" O.C. O.C. & ENDS NOMINAL WASHER ry Of w < = SW3 �/6" OSB ONE 8d @ 3 O.C. „ 8d @ 12 O.C. 16d COMMON @ SIMP LTP4 /2 0 A.B. @ 24" 3x NOMINAL 2x 3" x 3" x 0.229" 456 PLF 0 cn SIDE 4" O.C. @ 13" O.C. O.C. & ENDS NOMINAL WASHER z ~ SW4 �/6" OSB ONE 8d @ 2" O.C. 8d @ 12" O.C. 16d COMMON @ SIMP LTP4 Y2" 0 A.B. 19� 3x NOMINAL 2x 3" x 3" x 0.229" 595 PLF SIDE 3" O.C. @ 10" O.C. O.C. & ENDS NOMINAL WASHER DIAPHRAGM SHEATHING SCHEDULE 0 *MIN NAIL *PANEL < APA MINIMUM PENETRATION EDGE AND *PANEL BLOCK ALLOW = SPAN PANEL INTO BOUNDARY FIELD PANEL ASD 11- RATING THICKNESS NAILING EDGE SHEAR < FRAMING NAILING G Il 8d 8d O 24/16 APA �/6" 13/$" COMMON COMMON NO 210 PLF w @ 6" @ 12" 4%4 APA OR 10d 10d 0 24" O.C. 23/32' 1Y2" COMMON COMMON NO 260 PLF LL STURD-I @ 6" @ 12" -FLOOR SEE SEE J SEE SHEAR SHEAR SHEAR < 24/6 APA �/6" 13/$" WALL YES 3.1 SCHED WALL WALL SCHED SCHED *IF THE THICKNESS OF DESIRED SHEATHING WILL NOT ALLOW THE MIN FASTENER FRAMING PENETRATION FOR THE SPECIFIED FASTENERS THEN SUBSTITUTE LARGER COMMON NAILS (10d FOR 8d, 16d FOR 10d) 1) MINIMUM NOMINAL WIDTH OF NAILED FACE AT SUPPORTED EDGES AND BOUNDARIES IS 2" SHEAR WALL SCHEDULE NOTES: 2) ASD CAPACITIES ARE BASED ON G=0.42 AND ARE VALID FOR SPF, HEM -FIR AND DOUG-FIR a. 2x6 SILL PLATES MAY REQUIRE DIAGONALLY SLOTTED APPROVED WASHERS (PROVIDE STD CUT WASHER IN ADDITION) OR 3" x 4Y2" x 0.229" WASHERS. 2x6 DOUBLE SHEATHED WALLS FRAMING ALWAYS REQUIRE 3" x 4Y2" x 0.229" WASHERS. THE LARGER WASHERS ARE NEEDED TO PROVIDE THE Y2" EDGE DISTANCE AS REQUIRED BY NDS CODE. 3) ASD CAPACITIES ARE BASED ON NDS CASE 1 (PLYWOOD PERPENDICULAR TO FRAMING WITH b. FOR THE SW3 & SW4 DESIGNATIONS (2) 2x6 STITCHED TOGETHER WITH (2) ROWS OF 16d @ 7" O.C. STAGGERED MAY BE USED IN LIEU OF A 3x NOMINAL MEMBER AT ABUTTING PANEL EDGES. CONTINUOUS PANEL JOINTS) FOR THE SW5 & SW6 DESIGNATIONS (2) 2x6 STITCHED TOGETHER WITH (2) ROWS OF 16d @ 5" O.C. STAGGERED MAY BE USED IN LIEU OF A 3x NOMINAL MEMBER FOR SILL PLATES AND AT 4) NAILS SHALL BE DRIVEN FLUSH WITH THE SURFACE OF SHEATHING ABUTTING PANEL EDGES. 5) PANELS SHALL NOT BE LESS THAN 4' x 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING C. DO NOT USE SPF WALL FRAMING UNLESS THE ENGINEER OF RECORD IS NOTIFIED PRIOR TO INSTALLATION. THIS SCHEDULE IS VALID FOR DOUG FIR FRAMING WITHOUT ANY LOAD WHERE MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES ARE SUPPORTED BY REDUCTIONS. FRAMING AND BLOCKING d. ALL WALLS SHALL BE FRAMED USING 2x STUDS SPACED @ 16" O.C. BLOCK ALL PANEL HORIZONTAL EDGES. ABUTTING SHEAR PANELS SHALL OCCUR AT A CONTINUOUS VERTICAL FRAMING 6) NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS MEMBER. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF SW1. 7) APA SPAN RATING REFERS TO PERFORMANCE CATEGORY e. (x) DENOTES CORRESPONDING "SHEAR FLOW CONNECTIONS" BETWEEN SHEAR FLOW DIAGRAM (DETAIL 3/S2) AND SHEAR WALL SCHEDULE. CONTACT ENGINEER PRIOR TO CONSTRUCTION IF ANY SHEAR FLOW CONNECTION ELEMENTS ARE UNCLEAR. f. PSW5 OR HIGHER PERFORATED SHEAR WALL SYSTEMS REQUIRE 2x SAWN RIM JOIST AND SHALL NOT BE USED WITH LVL OR LSL RIM JOISTS IN ENGINEERED FLOOR SYSTEMS. g. PSW WALLS REFER TO "PERFORATED SHEAR WALLS" PER NDS. PERFORATED SHEAR WALLS SHALL HAVE UNIFORM TOP AND BOTTOM ELEVATIONS, AND < 20'-0" TOTAL HEIGHT. h. SILL PLATE ANCHORS SHALL ALSO BE PROVIDED AT EACH END OF ALL WALLS, SPACED AT LESS THAN V-0" FROM ENDS. DO NOT "WET SET" ANCHORS. NOT A BUILDING SECTION: SCHEMATIC PURPOSE ONLY CASE C: GABLE END TRUSSED 2x4 BLOCKING @ 48" O.C. SECURE ROOF ROOF SHEATHING TO BLOCKING W/ 8d @ 6" O.C. (4) 10d NAILS KICKER TO A GABLE END TRUSS BLOCKING 8d NAILS @ 4" O.C. OR RAKE WALL TO ROOF SHEATHING 2x4 KICKERS @ ROOF SHEATHING TO TRUSS TOP CHORD 48" O.C. GABLE END TRUSS SHEATHED TO ROOF MATCHING SHEAR WALL SHEATHING/NAILING FOR WALL BELOW (SW1 U.N.O.) SEE(4) EDGE NAILING SEE(1) SIMP. "A34" CLIP PLATE TO BLOCKING TYPICAL FIELD NAILING SEE(2) BASE PLATE TO RIM JOIST SEE (3 ) EDGE NAILING SEE(1) BASE PLATE TO RIM JOIST SEE (3 ) SECURE LTP4 CLIPS DIRECTLY TO FRAMINGS SEE(4) TYPICAL EXTERIOR SHEAR FLOW CONNECTIONS @ UPPER FLOORS CANTILEVER JOIST (2) 16d END NAILS ALIGN A PARALLEL TRUSS OVER INTERIOR SHEAR WALL AND SHEATH 1 TRUSS TO ROOF SHEATHING (MATCH SHEATHING AND NAILING OF SHEAR 1 WALL BELOW) SECURE BOTTOM CHORD TO TOP — (2) 16d END NAILS PLATE SEE (4 ) (TYP. EA. END) 2x4 BLOCKING @ TYPICAL FIELD _ 48" O.C. IN FIRST NAILING SEE (2 ) BAY @ GABLE END UPPER UPPER INTERIOR SHEAR WALL SHEAR WALL PER PLAN PER PLAN BASE PLATE TO RIM SILL PLATE JOIST (NOTCH FLOOR SHEATHING TO FIT, SEE (7) LTP CLIPS INSTALLED 10d NAILS @ 3" O.C. DIRECTLY TO SHEATHING TO FRAMING SEE (3 ) BLOCKING CASE B: STICK FRAMED ROOF RAFTERS PER PLAN SIMP CLIP PER DETAILS SEE(1) 2x BLOCKING EACH BAY. SECURE ROOF SHEATHING TO BLOCKING W/ 8d NAILS @ 6" O.C. 8d TOE -NAILED @ 6" O.C. CASE A: TRUSSED TRUSSES 2x BLOCKING IN EACH ROOF PER PLAN ROOF BAY. SECURE SHEATHING TO BLOCKING W/ 8d NAILS @ 6" O.C. TOE -NAIL BLOCKING TO PLATE W/ 8d NAILS @ 6" O.C. SIMP CLIP PER DETAILS DOUBLE TOP PLATE BLOCKING IN EACH BAY, OR PARALLEL JOIST ALIGNED W/ FACE OR WALL FRAMING FLOOR DIAPHRAGM FLOOR JOISTS PER PLAN 2x BLOCKING EDGE NAILING @ 48" O.C. TO TOP PLATE FIRST BAY (TYP. AT ALL PANEL EDGES) DOUBLE TOP SEE (1) PLATE LOWER EXTERIOR LOWER INTERIOR SHEAR WALL PER PLAN PT SILL PLATE W/Y2' 0 A.B. MIN. SHEAR WALL PER PLAN 7" EMBED W/ 3" x 3" x Y4" WASHER @ 48" O.C. & 12" FROM END OF BASE PLATE TO EACH MEMBER (U.N.O. IN SHEAR RIM JOIST SEE (3) WALL SCHEDULE) SEE (5), (8) SEE (5 ) (8 ) EDGE NAILING SEE (1) MAIN FLOOR 8 4 -ail a s a a s BASE PLATE TO FRAMING ii ° RIM JOIST SEE (3)�a PT SILL PLATE a RIM JOIST TO TOP oSEE (7) EDGE SEE NAILING PLATE SEE (4) o ( ) FOUNDATION FOUNDATION PER CASE: INTERIOR Y2" 0 A.B. MIN. 7" EMBED W/ 3" x 3" x PLANS/DETAILS THICKENED SLAB Y4" WASHER @ 48" O.C. & 12" FROM o FOUNDATION PER END OF EACH MEMBER (U.N.O. IN PLANS/DETAILS SHEAR WALL SCHEDULE) o FOUNDATION PER °o� ° CRAWL SPACE PLANS/DETAILS FOUNDATION CASE: CRAWL GRADE SPACE �3 SHEAR FLOW DIAGRAM OF TYPICAL BUILDING SECTIONS TYPICAL INTERIOR 2x BLOCKING SHEAR FLOW OVER SHEAR CONNECTIONS @ WALL BELOW UPPER FLOORS PLAN RIM JOIST TO TOP PLATE. LTP4 CLIPS SHALL BE INSTALLED DIRECTLY TO FRAMING SEE (4 ) TYPICAL FIELD NAILING SEE (2 ) S2) SCALE: 3/4" = V-0" J J UPPER Of SHEAR WALL w PER PLAN = w 0- 0- Z) TYPICAL FIELD w NAILING SEE (2) a O J LL BASE PLATE TYPICAL EXTERIOR < TO RIM JOIST SHEAR FLOW w SEE (3) CONNECTIONS @ U UPPER FLOORS RIM JOIST TO TOP PLATE SEE(4) 7 EDGE NAILING TO TOP PLATE SEE ( 1) < (TYP. AT ALL PANEL 11� EDGES) w LOWER EXTERIOR U) SHEAR WALL PER PLAN w w O J rY PT SILL PLATE W/Y2" 0 A.B. w a MIN. 7" EMBED W/ 3" x 3" x Y4" 0 _ WASHER @ 48" O.C. & 12" LL FROM END OF EACH MEMBER (U.N.O. IN SHEAR w WALL SCHEDULE) _ EDGE NAILING SEE( 1 ) FOUNDATION CASE: SLAB -ON -GRADE FLOOR TIES & HOLDOWNS TIE / HOLD **MIN. POST MIN. SIMPSON POST HOLDDOWN DOWN SIZE END/CORNER ITEM ANCHORAGE ANCHOR DISTANCE NAME BOLTS MSTC40 (2) 2x_ DF#2 N/A MSTC40 (36) 16d N/A SINKER MSTC6683 (2) 2x_ DF#2 N/A MSTC6683 (56) 10d N/A COMMON MSTC52 (2) 2x_ DF#2 N/A MSTC52 (48) 16d N/A SINKER MSTC66 (2) 2x_ DF#2 N/A MSTC66 (68) 16d N/A SINKER *STHD141 (2) 2x_ DF#2 Y2„ STHD141 (24) 16d N/A STHD14RJ STHD14RJ SINKER HDU2 (2) 2x DF#2 4 Y4"2Y2" HDU2-SDS (6) SDS Y4° x WOOD ej" 0 SSTB16 $ 2.5 SCREWS ANCHOR BOLT HDU5 (2) 2x_ DF#2 4 Ya" HDUS-SDS (14) SDS Y4" x 2Y2" WOOD 5/$ 0 S85/$x24 2 5 SCREWS ANCHOR BOLT HDU8 (3) 2x_ DF#2 4 Ya" HDU8-SDS (20) SDS Y4" x 2Y2" WOOD �/80 S8�/Sx24 2 5 SCREWS ANCHOR BOLT HDU11 HDU11-SD (30) SDS Y4" x 1" 0 SB1x30 ( INTO STEM 3 2x DF#2 () — 5" 2Y2" WOOD WALL) S2.5 SCREWS ANCHOR BOLT 1) LOCATE HOLD DOWN AT EACH END OF SHEARWALL 2) CRIPPLE WALL CONSTRUCT SAME AS SHEARWALL ABOVE 3) EXTEND FOUNDATION AS REQUIRED FOR HOLD DOWN A.B. EMBEDMENT 4) THREADED ROD AND COUPLER AS REQUIRED 5) FOR STRAPS USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED * FOR CRAWLSPACE APPLICATIONS, USE STHDRJ STRAPS. FOR SLAB ON GRADE APPLICATIONS, USE STHD STANDARD STRAPS. ** FOR MULTIPLE STUD POSTS, STITCH STUDS TOGETHER W/ (2) ROWS OF 10d COMMON FACE -NAILS @ 6" O.C. STAGGERED ALONG FULL HEIGHT OF STUDS. FASTENING SCHEDULE: IBC 2015 2304.10.1 # OF REQ'D TYPICAL CONNECTION TYPE FASTENERS FASTENER LOCATION 8d COMMON or TOENAIL JOIST TO SILL OR GIRDER 3 3" x 0.131" NAILS (STAGGER) BRIDGING TO JOIST 2 8d COMMON or TOENAIL EACH 3" x 0.131" NAILS END 8" O.C. (REFER TO BOTTOM PLATE TO RIM JOIST OR SHEARWALL TYPICAL FACE BLOCKING (WALLS) SCHEDULE AT 16d COMMON NAIL SHEARWALLS) STUD TO TOP OR BOTTOM PLATE (WALLS) 3 3" x 0.131" NAILS END NAIL DOUBLE WALL STUDS AND 8" O.C. 10d COMMON or MULTIPLE LAM MEMBERS STAGGERED 3" x 0.131" NAILS FACE NAIL BUILT-UP HEADERS (2x TO 2x) 8" O.C. EACH 10d COMMON FACE NAIL EDGE (TOP/BOTT) TOP PLATE TO TOP PLATE 16d COMMON or (WALLS) 12" O.C. 3" x 0.131" NAILS FACE NAIL TOP PLATE LAP AT CORNER AND 3 16d COMMON or FACE NAIL INTERSECTION 3" x 0.131" NAILS 12 NAILS EACH SIDE OF END TOP PLATE TO TOP PLATE AT JOINT (MIN 24" 16d COMMON or FACE NAIL END JOINTS (WALLS) LAP EACH SIDE & 3" x 0.131" NAILS MIN 48" OFFSET) BLOCKING BETWEEN JOISTS OR 3 3" x 0.131" NAILS TOENAIL RAFTERS TO TOP PLATE RIM JOIST TO TOP PLATE 6" O.C. 3" x 0.131" NAILS TOENAIL SIMP H1 CLIP INSTALLED ON FILL ALL NAIL RAFTER TO TOP PLATE RAFTER SPACING EXTERIOR FACE HOLES PER SIMP U.N.O. IN DETAILS SAWN FLOOR JOIST TO RIM 16d COMMON or JOIST 4 3" x 0.131" NAILS FACE NAIL a. CUMMUN NAILS (6CI - 2" x 0.113", tad - 2Y2' x 0.131 ", 10d - 3" x U.148") b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.10.1, DETAILS AND SHEAR WALL SCHEDULE STHD HOLDOWN PER PLANS FASTENED TO POST PER HOLDDOWN SCHEDULE SILL PLATE AND ANCHOR BOLT PER FOUNDATION DETAILS FOUNDATION PER OTHER DETAILS HOLDOWN PER PLANS INSTALLED PER MANUFACTURER'S SPECIFICATIONS SILL PLATE AND ANCHOR BOLT PER FOUNDATION DETAILS FOUNDATION PER OTHER DETAILS 1 TYPICAL HOLDOWN S2SCALE: 3/4" = V-0" S2) POST PER SHEAR WALL SCHEDULE STRAP TYPE HOLD DOWN TOP BARS PER FOUNDATION DETAILS POST PER SHEAR WALL SCHEDULE ANCHOR TYPE HOLD DOWN TOP BARS PER FOUNDATION DETAILS STHDRJ (RIM JOIST) HOLDOWN PER PLANS FASTENED TO POST PER HOLDDOWN SCHEDULE STRAP TYPE HOLD DOWN SILL PLATE AND ANCHOR BOLT PER FOUNDATION DETAILS FOUNDATION PER OTHER DETAILS HOLDOWN PER PLANS INSTALLED PER MANUFACTURER'S SPECIFICATIONS G36 F1554 ALL THREAD ANCHOR ROD W/ SIMPSON APPROVED COUPLER ANCHOR TYPE HOLD DOWN SILL PLATE AND ANCHOR BOLT PER FOUNDATION DETAILS aim POST PER SHEAR WALL SCHEDULE SQUASH BLOCK UNDER POSTS ° I TOP BARS PER FOUNDATION DETAILS POST PER SHEAR WALL SCHEDULE SQUASH BLOCK UNDER POSTS FOUNDATION PER TOP BARS PER OTHER DETAILS FOUNDATION DETAILS 2 TYPICAL CRAWLSPACE HOLDOWN S2SCALE: 3/4" = V-0" S2) NOT A SPECIFIC SHEARWALL: SCHEMATIC PURPOSE ONLY ROOF SHEATHING NAILED TO BLOCKING PER DIAPHRAGM BOUNDARY NAILING REQUIREMENTS _ EXTENTS OF SHEARWALL AS SHOWN IN SHEARWALL PLANS ROOF FRAMING PER PLANS SECURED TO DBL TOP PLATE PER DETAILS TRUSS OR RAFTER BLOCKING PER DETAILS L Id ALIGNED POST OR MULTIPLE STUDS PER PLANS AND HOLD DOWN SCHEDULE. SHEARWALL EDGE NAILING IS REQUIRED AT SHEARWALL ENDS FLOOR TO FLOOR STRAP OR ANCHOR PER SHEARWALL PLAN. CENTER STRAPS BETWEEN FLOORS. PROVIDE NAILING AND STUDS PER HOLD DOWN SCHEDULE BASE PLATE NAILING FLOOR DIAPHRAGM SHEATHING BOUNDARY NAILING FLOOR SHEATHING RIM JOIST PER STRUCTURAL DETAILS SQUASH BLOCKING UNDER POSTS ABOVE FLOOR FRAMING PER FRAMING PLANS HEADER PER PLANS AT ROUGH OPENINGS (DOOR CONDITION SHOWN) BLOCK ALL HORIZONTAL PANEL EDGES TRIMMER STUD OR STUDS PER PLANS KING STUDS PER PLANS AND HOLD DOWN SCHEDULE MINIMUM PANEL SIZE IS 4' x & EXCEPT @ BOUNDARIES AND CHANGES IN FRAMING MIN 2' x 4' ALLOWED PT SILL PLATE W/ Y2" 0 L-BOLTS MIN 7" EMBED W/ 3" x 3" x Y4" THICK WASHER SPACED PER SHEAR WALL SCHEDULE (MIN 48" O.C. & UNDER 12" FROM END OF EACH MEMBER AT ALL OTHER LOCATIONS) ANCHORS SHALL BE POSITIONED SO THAT PLATE WASHER EDGE IS WITHIN Y2" OF SHEATHED PLATE EDGE. PROVIDE MIN (2) BOLTS PER PLATE. IIII IXI II11 uu ---------- -- — I°I II II 11 II II II II I°I II II II II II II II II I I I°lo I II I II II II II II I I I°I l°I° II II II II I III II II °I� II II— II II II I° I°I I° I I°1 I°I 1.1. I I 1 1 I° I I I I I I I I I°I° °I . I I I °I I I I I 1 1 II II II II I°I I° I I°I I°I I,I 1 11 1°I 11 11 I° L r --- iT �L—---1------LL---------1�11. p STRAP TYPE HOLDOWN PER II ° IIa ° II a a II II � SHEARWALL AND FOUNDATION PLANS. REFER TO DETAILS VS2 AND 2/S2 `1 a 4 a a CONCRETE FOUNDATION PER OTHER DETAILS FOR CRAWLSPACE FOUNDATIONS: PROVIDE SQUASH BLOCKING UNDER ALL POSTS ABOVE. EXTEND ANCHOR BOLTS W/ SIMPSON COUPLERS AS a ° REQUIRED. SUBSTITUTE STHDRJ HOLD DOWNS FOR STHD HOLD DOWNS �� TYPICAL SHEARWALL ELEVATION (2-STORY WALL SHOWN) RIM JOIST / BLOCKING CONNECTION PER SHEAR WALL SCHEDULE EDGE NAILING SHEARWALL PANEL EDGE NAILING AT SHEARWALL ENDS AND PANEL EDGES FIELD NAILING EDGE NAILING PLYWOOD EDGE. REFER TO SHEARWALL SCHEDULE FOR REQUIRED WIDTH OF FRAMING MEMBERS oIo LTP5 CLIPS OR NAILING PER BASE PLATE CONNECTION o PER SHEAR WALL SCHEDULE oIo EDGE NAILING S2 / NOT TO SCALE -rr------------------I ----- °I°I III I I 3/8" MIN NAILS III II TO I°I I II PANEL II EDGES III II !� I°I°I I I I I I°I°I I I I I III II II III II I°I I°I°I I I I j• I I I I I I°I III II II I I I I I I°I ° II II oIo I I I °I oIo I I I° oIo I°I I °I o l o oIo I I I° oIo I I I °I oIo I I I I II T II II W r E A II I111 IIII IXI Id 11 I II11 II11 u uu uu - 17------11---------T — °I°olo ela I I I °I oIo I I oIo I I I° plo I I I °I II II I I I°I I I I I I I °I 4 II II °1°1°I I I I I I I°I �°I°° ° I ------I °I -------I °° ------ — I °I I° II II °I I I I I° l SQUASH BLOCK UNDER POSTS ABOVE TYP EDGE NAILING LTP4 CLIPS OR NAILING PER RIM JOIST / BLOCKING CONNECTION PER SHEAR WALL SCHEDULE SHEARWALL PANEL EDGE NAILING AT SHEARWALL ENDS AND PANEL EDGES FIELD NAILING EDGE NAILING HOLDOWNS PER SHEARWALL AND FOUNDATION PLANS. POST PER FRAMING PLANS AND HOLD DOWN SCHEDULE TYP. REFER TO DETAILS 1/S2 AND 2/S2 HOLDOWN ANCHOR BOLT PER HOLD DOWN SCHEDULE TYP RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z O D > w Of z O a U U) w w I— < Z Z c O � 6 V 00 o KK M 5 02/21 /20 �. LI Ov _ c� T — 4 47 L E� SSIDNAL ECG vJ o p = Z = o CO OcO�� G 0 p co0 w V "6 w v! Z p (0p M W Z W O > 0CC Q G U c� p I..L W LATERAL SCHEDULES & TYP SHEARWALL AND HOLDOWN DETAILS REVISION: - 02-21-20 DATE: DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S2 CA 10 z 3 FOOTING AND FOUNDATION SCHEDULE DETAIL MARK FOOTING SIZE THICKNESS FOOTING REINFORCEMENT REFERENCE F24 24" x 24" SQUARE 12" THICK (2) #4 BARS E/W PER PLANS F30 30" x 30" SQUARE 12" THICK (2) #4 BARS E/W DETAIL 7/S7 F36 36" x 36" SQUARE 12" THICK (4) #4 BARS E/W DETAIL 4/S7 S12 12" WIDE 12" THICK (2) #4 CONTINUOUS BARS DETAIL CONTINUOUS STRIP 6/S7 S16 16" WIDE 12" THICK (2) #4 CONTINUOUS BARS DETAIL CONTINUOUS STRIP 6/S7 ISOLATED FOOTING NOTES: EXTERIOR FOOTINGS SHALL BE PLACED MINIMUM 18" BELOW GRADE. FOOTING TRENCHES SHALL BE DEWATERED PRIOR TO PLACING CONCRETE. SPACE REINFORCEMENT EVENLY IN FOOTING AND EXTEND REINFORCEMENT TO WITHIN 2" OF EXTERIOR FACE OF FOOTING. CLEAR COVER FOR CONCRETE PLACED AGAINST EARTH SHALL BE 3" MIN. STEM WALL FOOTINGS SHALL BE CONTINUOUS UNDER ALL DOOR AND ROUGH OPENINGS. 4 T T 84'-6" . 6-10" . . . 21'-2" 6-10" . . 6-10" . . . . 8" TYP @ z z z z o LO HOLDOWN O w O w O w O w O w p J> J> J> O QO 1 QO SIM J> QO SIM J> QO 1 _�QZ) S7 Z) (i> 1 1 � Q F24 1 Z Z) S7 LO 2� 2� 2� 2 S7 S7 2� I 2 2 2� 2 -- -- � ° I S7 I CV a F—------------------------------------I I ° ° ° a --- - ----------',,---- ° ° - - ° - - °. - --- ----I---- ---- ---- a L—N -- ---------------�---- - --- —J � --J I -- ° a ° --- -- -- °— Q a -- -- -- — WALL STEP ° WALL STEP TYP ; WALL STEP TYP —° F TYP @ TYPICAL 4" SLAB ON GRADE OVER 6 HDU5 =N HDU5 HOL OWN I ° POLY VAPOR BARRIER OVER 6" THICKS2 6 _� BASE COURSE OF FREE -DRAINING GRAVEL - 3'3" 3'-7" I I 4'-3" S7 WITH LESS THAN THREE PERCENT BY WEIGHT OF THE MATERIAL PASSING SIEVE I TJ O F24 3'-3y " _ 4 3' 7" �� I ' J F24 #200 FOR USE AS A CAPILLARY BREAK. LAP VAPOR RETARDER NOT LESS THAN 6". U U- I a J F30 I U� I I I I I I I REINFORCE WITH 6x6 W1.4 x W1.4 WELDED WIRE MESH. LAP ONE FULL MESH AT I I I =N ° I I I I S16 6 ° SPLICES. CENTER REINFORCEMENT IN SLAB. CONSTRUCT SLAB PER IRC R506. I 7 ° I N 7 - ---- -------------- S12 ►� S7 2 S7 THE SLAB GRADE SHALL BE OVEREXCAVATED AND PREPARED PER S7 GEOTECHNICAL RECOMMENDATIONS TYP S7 I �, 9 S7 I 10 I 7 ° S7 -- I 6 I S7 — — -- -- — — — — FTG CL ° I I I 6 S7 I I S7 6 I t I I I I I TYP rt 11 - ' ° I = INDICATES SUGGESTED I w Q SLAB CONTROL JOINTS. I `' I I I I I I � I = w Q INDICATES SUGGESTED SLAB CONTROL JOINTS. I I I S7 I I I co I 1 _g° 8 S7 zn N HDU5 ALIGNED I I 0- OTHER JOINT LAYOUTS dMAY BE USED AS I DESIGNED BY SLAB CONTRACTOR I I I I I I I I FTG 0- _j d OTHER JOINT LAYOUTS MAY BE USED AS I DESIGNED BY SLAB FTG CONTRACTOR I I I I I S12 I I FTG CL S7 HDU5 ALIGNED W/ABOVE — — CL CL —� I W/ ABOVE TYP S12 I \ TYP \ �, S12 I ° g I S12 7 I I INDICATES SUGGESTED SLAB a 8 I 5'0Y -4" I I ° HDU5 8 I° 1 I 5-0�4 I I 5-4y2„ CONTROL JOINTS. OTHER JOINT I I --- I :� LAYOUTS MAY BE I ° I S7 I — — S7 — — ' — — USED AS DESIGNED STHD14 ALIGNED W/ ABOVE 3 BY SLAB I I I I I �Fl HDU5 CONTRACTOR HDU5 ALIGNED I I S7 W/ ABOVE I I I I ELEVATOR I PIT I I I I ELEVATOR I I PIT I I ELEVATOR I I TYP @ I =� I I PIT IELEVATOR PIT 4 I ° I L — — — HDU5 L_ — ----- -- L-- S7 -- --- -- 4 a L_ —� HDU5 ° ° 5 5 I ° 1 S7 4 u, u, ! S7 u, u, w 1 L 1 S2 S7 F36 S7 = F36 = F36 4 S7 = F36 = w m S7 o m S7 ci�Q SIM �ZQ TYP@ Q HOLDOWN Q 1'-0" 19'-5" 3 2 -11 �4 1 5 -2�4 19'-8" 3 2 -11 �4 1 5 -2�4 1" 4 -5�2 3'-3" 18'-1" 2„'I 1 Y2 1 _3�4 83�4 1 2 3 4 Q� FOUNDATION PLAN SCALE: 1 /4" = V-0" B,l RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z O D w z O a U U) w 0 w Q 0 w C� Z z z ct • N O L) � r~ 0 M � O K M K 02/21 /20 o Op WAS CT J ACT 4 47 L E� sSjDNAL ECG O Z = o Oc0�o 00 G O w V 06 w cn Z o Z) 0 �cv)LZLJZ wo>0 �e < U c� 0 0- w FOUNDATION PLAN REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S3 0 0 11 S8 2x10 DF#2 LEDGER SCREWED TO PSL BEAM W/ SIMP %4" 0 x 5" SDS SCREWS @ 6" O.C. HANG JOISTS W/ SIMP LUS210 HANGERS STRAP TOP PLATE W/ SIMP MSTC40 TYP BOTH ENDS OF GLB 2S HDU5 ALIGNED W/ ABOVE HDU5 ALIGNED W/ ABOVE 2S HDU5 2S 6x8 DF#2 W/ SIMP ECCQ76SDS2.5 POST CAP 13 S8 1 O 2x6 HF#2 RAFTERS p p z p @ 24" O.C. w w w z z D z Ow Ow a Ow QO QO H QO 5 LO LO coLo Z)Q �Q LO S8 >� >� _ >� _ ~ M > M 14 12 S8 S8 SW2 SW2 I xr777- x 4� 6 DF#2 7 I - Q J r _ _ 14F#2 _ HF#2 SIMP HUC46 TYP J L J L J J S9 i S8 L - - - - - - ( - I HF#2 2xl0 D #2 DECK , n JOISTS 16" O.C. HDU5 PER 1'-0" VAPEREb�8" J rx SIMP IUS2.37/11.88 TYP @ FLOOR JOISTS 3S r - - - - - - 13/4 x 11 7/8 LVL I - - SIMP HHUS410 SIMP IUS1.81/11.88rt2SL J M�4-x1 Q�4F-V4-TOP�LUSk I - - - cn6x6 DF#2 W/6x8 DF#2 W/ _ _ _ SIMP :2� LPC6Z I I SIMP (2) LPC6Z — — — — — — — —— j— I I N �I — — — — — — — — — — — UI I— — — — — — — — — — — I I 9 R- - - - - - - 11�/8 TJI 360 FLOOR JOISTS - - @ 16" O.C. S8- HF#2 I I I I N � — — 00 HDU5 I - - - - - - - - - - -- 2S -- (2) 2x6 I - -HF#2- - - I - - - - - - - C4 8 - - o S8 I 00 I I I � 63/4 x 18 24F V4 GLB SW2 1 11 I 14 ;S7:) J CL m � " - S8 Z � � U pm0 co U C) 0 _ IN U 0 OCL pU IV—J co oo w CO 2 2x6 HF#2 LEDGER SCREWED 2x6 HF#2 LEDGER SCREWED TO LSL RIM JOIST W/ SIMP TO LSL RIM JOIST W/ SIMP - %4" 0 x 3Y2" SDS SCREWS @ p „ 16" O.C. HANG JOISTS W/ w > /a 0 x 3/2 SDS SCREWS @ z O p 16" O.C. HANG JOISTS W/ SIMP LUS26 HANGERS J Q z > SIMP LUS26 HANGERS Qa 90 d d e li Q CO � 6 2x6 HF#2 M F = co co � = S8 RAFTERS 14 @ 24" O.C. S8 I I I I - ---- SW2 - - x - x - - - - (2) 1 /4 x 11 /$ LVL HF#2 HF#2 3S 3S - - - - - - - - - - - HF#2 HDU5 I I 2S 13/a x 11 �/8 LVL - J r J 2S - - - - - - - - - -x 5S ALIGNED U)/ABOVE - - - - - - - - \ [n I 2S - — — — — — — — — — — I 5S - - - - - - - - - - - 1GNECT I I -- - - - - - - - - - - - - - - - z I _ _ I S8 I - HATC1=1INDtCAT€& -- - - - - - - - - BEARING WALL TYP 9 S8 - - - 2)-2-Fi 117/8 TJI 360 FLOOR JOISTS @ 16" O.C. 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H 2 gm QQ U) N 51 C`M U) 7 IL9�1 OPP POST SCHEDULE FOR HEADERS AND IN -WALL LAMINATED POSTS MARK POST (1) 2x TRIMMER AND (1) 2x KING 1T-1 K (MATCH WALL FRAMING WIDTH, TYP SPECIES AND GRADE) (2) 2x TRIMMERS AND (1) 2x KING 2T-1K (MATCH WALL FRAMING WIDTH, SPECIES AND GRADE) (1) 2x TRIMMER AND (2) 2x KINGS 1T-2K (MATCH WALL FRAMING WIDTH, SPECIES AND GRADE) (X) 2x TRIMMERS AND (Y) 2x KINGS XT-YK (MATCH WALL FRAMING WIDTH, SPECIES AND GRADE) 2HFS (2) HEM -FIR STUD GRADE 2x STUDS (3) 2x STUDS (MATCH WALL 3S FRAMING WIDTH, SPECIES AND GRADE) (X) 2x STUDS GRADE XS (MATCH WALL FRAMING WIDTH, SPECIES AND GRADE) NOTES: 1.) FOR MULTIPLE STUD POSTS SISTER ALL LAMS W/ 16d COMMON NAILS @ 6" O.C. STAGGERED 2.) TOE -NAIL TOP AND BOTTOM OF POSTS TO WALL PLATES W/ (4) 16d COMMON TOE -NAILS 2x10 DF#2 LEDGER SCREWED TO PSL BEAM W/ SIMP %4' 0 x 5" SDS SCREWS @ 6" O.C. 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Z CN D 0 o cv) W Z wo>0 �e < U c� 0 0- w 1 ST FLOOR SHEARWALL & 2ND FLOOR FRAMING PLAN REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S4 0 0 6x6 DF#2 W/ SIMP EPC6Z FURR BEAM @ CAP AS REQUIRED SIMP WP11X OSR 2S MSTC66 1 T-2 K MSTC52 ALIGNED W/ ABOVE 2S MSTC66 2S 2 m > ❑ > co o w co 0 O O C00 Q N N N N N N Q O O o LOLO LO U U U U U w U U Y U U 02 Y U U O I— I— z I— Q I— N O N SIM U) U) U) U)`� `� cn SIM N LL N J Y N N LL N N 2 2 U 13 13 2 N S9 S9 S8 S8 S9 _____ 5% x 7% 24F V4 GLIB SW3 W3 SW3 ----- _SW3 C NTI UO S 3% 11� PS --SW3 _ - -------------------- --- ----------- ---- 6x8 DF#1 -- --- ------ 3/zx11 /s PSL /A rr rr rr rr rr rr rr r MSTC40ALIGNED %gX %224 V4 LB r r r r 6x6 DF#2 W/ SIMP 2 W/ BELOW SIMP IUS1.81111.881 I SI P E IC6Z (2) @ CAP AS R BEAM REQUIRED EQUI ED TY @ 110 JgISTS I cn `t TRIMMER R FU R H R @ Of U) I AS TY "y I SIMP WP11X OSL -14 J N I O U I OST401 O I N J J LL 0 I TYP 2S I r J U LL J � o� I I 2S OO oo x U) SIM IUS1.81/1 .88 I LL m IMP 771111 88 T P I SIMFI IUS.81/1 .88 TYP 'ATC oI o ~ 0 2S J L J L I IfNDIC�TES US 1IL,LL_'LL J L J L SIMP / S1. 1/11. 8 - 6X6 DF#2 WV �T-1 TYP .N. 4x DF#2 W/ 13/4 X 11�/s I BEARING LVIL SIM 2 `TPC6 1/4x11/$ I 1/4 11/s '/YP 110 OIS S() ;IMP 2)LPC4Z i ALL �fYP SIMP IUS1 81/1 .88gx10 C�F#2 UPI 4J DF 2 TYP @11 JOI TS 4x8 DF#2 ,/s X ]15 24FLV4 T P FIIII USH LBJ1L J1L J1L J1L J I 1 1 1 1 1 1 1 1 1 1 W/ 91MPJ�2S L J1L J1L 5� x 1 CC�124� 4 Tly' FL 1 SH LB 1 1 4x8 DF#2 J L J L �L I W/SIMP (2) I `J' L J� 7� J L J L 2S r r r r r r r r r r 12) L 4ZLP 4Z i 4x6 F#2 14 =�7 SIP PI S2.06/11.8 aii JL JL JL JL JL JL J 63/j�C18 4FVLTO�LFLU HGJ.LB J JL JL JL J I W/SIMP IMP/ S2. 6/11. 8 6x6DF#2 TIkP 210JOIST I rr rr r rr rr r rr rr rr �r �r �r �r NI 12 LRC4Z + W/ISIMPI S8 @ I () YP 210 OISIIS o� 9 4 i SIMP lUS2�06/1 �.88 IMP 3 i S8 SIMP (2) L�C6Z . S8 O LL 1 I LLUS1. 1/11. R8 1 I IU 1.81/ 1.88 O S8 O TYP @ 21 Q JOISTS LL r J I I m I I I I I I p 1 I I I I 11 1 I Cn I I O I I I I I S8 w S9 I J w 4 J O �YP Q LVL Sg i S� ILL 04 o 04 2SLL Lu i o LU r J1 it TLU 1 1 S$ 1 1 1 1 w w1 1 1 1 1 1 w o�XO QSIM IUS1.81/1 88 i x o w 2S i Q 00 > V T P@ VL I \ z LJ w J 3 7 j 3 7 2S J J o J W 1 I� H LLIn w l J �. L I LVL N n. Q O 1�1 LVli% I Q Q U r r r I r r SIMP X O X `U` I MSTC52 O I I O I I I I I I I I I I I I I I IIU$1.81/11.88 I I I I I � I I I I I II I I I I I I I I I I I II I I I I 4 U I U) , I 2S TYP U) i U) 2S.IX13 J I T� I O X31I O I I 14 I Ir 88 (2) 2x6 1 N I J= (2) 2x61 I J c (2L)F2 1 I T H F 2 00 I %Fl N i 0 F#2 I I I I I I I o c0 I I I I I I I I I I I I I I I ' MSTC40 ALIGNED SIM Sl 'SIM i $/ 24 ABOSPAN RATED APA T&G MSTC40 TC40 I 1 1 1 1 1 1 1 1 r 1 FLOOR SHEATHING PLACED PERPENDICULAR TO FRAMING S9 S 9 I WITH STAGGERED JOINTS. GLUE AND NAIL TO FRAMING CTXT8 IN OU C NTI UOU D #2 x8 D #2773 4x8 F#2PER STRUCTURAL NOTES 4x DF# %s 7%2�4F I 1 ---------SW2------- --- - i- ---i - ----i ---- ---- --- 4x8 DF#2------ ---- ----------- ------ - - SW2CB --------- -r-- --- -i- -- ---- - MSTC52 13 S8 13 Ll I S8 WALL FRAMING ON Y d cn Y ❑ a. O 0 d ❑ O O a. ❑ 0 J d THIS SEGMENT N N N w d w LIJ b v w O ~ Q SHALL BE DOUG-FIR H FL z 0 U z 7 z 0 U U z J J j 7 w I- cD V) w I- I- U) C7 w > 7 cn INCLUDING TOP & N S8 J m N Q `� S8 J m co g `� Q 00 p `V BOTTOM PLATES N �� S8 U LL ❑w 2) 2ND FLOOR SHEARWALL / 3RD FLOOR FRAMING PLAN z SCALE: 1/4" = l'-0" El RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m z O U) w z O a- E U U) LI w Q LLI C.7 Z W z z w o � 0 00 CD cM 02/21 /20 $. LI �7 E�Gl v! o 0 = Z = o O c0 00 0 O0 6 w Ax w Z N D 0 �cwZ wo>0 o Q 2 U cy) 0 w 2ND FLOOR SHEARWALL & 3RD FLOOR FRAMING PLAN REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S5 CA in z 3 ------------ ROOF FRAMI I PREMANUFACTURED RO DESIGNED BY A LICENSE ENGINEER. TRUSS TO TRUr I TRUSS CONNECTIONS SHF TRUSS DESIGNER. REFER T' SHEET S1 FORE i NOTE TO TRUSS DESIGNE AREAS SHALL BE DESIGNI PSF TO ALLOW FOR FUTUR I PANEL WEIGHT SHALL BE ROOF FR A PERMANENT CERTIFI( BOUNDARIES AND STRUCTI SOLAR -READY ZONE, SHA — — — — — — — — — — — JG NOTES: )F TRUSSES SHALL BE I ) WASHINGTON STATE S AND TRUSS TO GIRDER LL BE SPECIFIED BY THE I ) STRUCTURAL NOTES ON ESIGN LOADS. I R: SOLAR -READY ZONE i ;D FOR AN ADDITIONAL 4 SOLAR PANEL WEIGHT. ;PREAD EVENLY ACROSS I kMING. I I :ATE, INDICATING THE IRAL PROVISIONS OF THE LL BE POSTED NEAR THE I T T i ELECTRICAL DISTRIBUTION PA OR OTHER CONSPICUO I I GIRDER TRUSS SPANS, IF SHOW AND SHOWN TO INDICATE TH oL------------- BEARING LOCA J O m 5 m W °' S9 3 _0 00 N N co W 00 6 U m co �_ � U c i � (2) 2x6 HF#2 a DR ABO V � � d � V c~i� Y � 6 V � c~i� Y v �' N N N Y N S9 N 2 S904 SW2 SW2 SW I� - - -- - - -- - -- ---- - --- - -- - 4x DF# - 4xH 8J)F# ---- -- -1- -- ----I- ---- ---- --- ---- ---- — — - - - - - - --- ---- --- - --- ---- --- - ---- 4x8 F#2 ---- I ----- ----L I�xBDE#�L - - - --- I ---- ---- ---------- �cBJ11--74x8-QF - -�c8- -# I I - - 21x6 H r p w II I I —--r--T-- -- ---7-- ---- HF# HATCH INDICATES m ? m I I i I BEARING WALL TYP - - MSTC2 Q w II MStC28 ALIGNED I II Ll S LAR R ADY Z NE 2 w p Of zw I J W/ B LOW 2S I I I I I I I — Lu C� SOLAR READY ZONE L I - - --�-�- - a, I I I I Lu 00 1T-1 K TYP U.N.O I \ / I � i 4 i S9 r PR FTRUS RED IZ__ II i i <ILL. w_ - - i GIRDE ? 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I N, ARE APPROXIMATE E INTENDED TRUSS TIONS.— ------J RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z O U) w z O H d U U) w p w Q p w Z z c � r~ 0 M � O KK co 5 02/21 /20 o Op WAS CT J L E� sSj�NAL ECG vJ Q O O c0 °° C G O O � M U) CD °6 W cn Z o � 0 �cv)LZLJZ wo>0 �e < 2 U ce) 0 0- w 3RD FLOOR SHEARWALL & ROOF FRAMING PLAN REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S6 RETAINING WALL NOTES: BASEMENT SLAB ON GRADE SHALL BE IN PLACE PRIOR TO BACKFILLING RETAINING WALL. BACKFILL AND COMPACT BACKFILL BEHIND WALL PRIOR TO INSTALLING UPPER WOOD FLOOR SYSTEM. WALL TO TOP OF WALL CONNECTION (DETAIL A): 2x6 DF OR HF STUDS @ 16" O.C. SHEATHED AND NAILED PER SHEAR WALL SCHEDULE (SW1 U.N.O.) P.T. 2x6 MUD SILL PLATE W/ 0 A.B. MIN. 7" EMBED W/ 3" x 3" x THICK WASHER AT 48" O.C. & 12" FROM END OF EACH MEMBER. (U.N.O. IN SHEAR WALL SCHEDULE) I CONC WALL Id` FLAT FINISHED GRADE ` Z 0 C ;L V-BARS NTERIOR FAC PER TABLE ' SOIL FACE w WALL PLAN VIEW Lr- z w U REFER TO DETAIL A AT FLOOR TO WAL H-BARS PER TABLE w Z_ U �a. N Q SLAB OR PAVEMENT Q G a d d Q a d Q H � a dt 44 a BASEMENT & RETAINING WALL AND FOOTING SCHEDULE H A B C W T V-BARS #4 @ 16" o/c H-BARS T-BARS (2) #4 BARS 2'-0" MAX 0'-4" 0'-8" 0'-4" 1'-4" 0'-8" #4 @ 10" o/c 2'-0" to 4'-0" 0'-10" 0'-8" 0'-10" 2'-4" 1'-0" #4 @ 16" o/c #4 @ 10" o/c (2) #4 BARS 4'-0" to 6'-0" MAX 6'-0" MAX SITE RET WALL 1'-4" 1'-6" 0'-8" 1'-3" 1'-6" 3'-3" 3'-8" 1'-0" 1'-0" #5 @ 18" o/c #5 @ 18" o/c #5 @ 18" o/c #5 @ 18" o/c (3) #5 BARS (3) #5 BARS 0'-8" BASEMENT & RETAINING WALL SCHEDULE S7 l SCALE: 3/4" = 1'-0" SLAB JOINT NOTES: PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 24 TO 36 x SLAB DEPTH EACH WAY IN BETWEEN (SEE FOUNDATION PLAN FOR RECOMMENDED LAYOUT) CONTROL JOINTS CONSIST OF THE GREATER OF EITHER i4 x SLAB DEPTH OR 1 INCH (WET CONVENTIONAL SAW) OR 1 INCH FOR SLABS UP TO 9 INCHES THICK (EARLY ENTRY DRY -CUT SAW) SAW CUTS MADE WITHIN 12 HOURS OF SLAB PLACEMENT AND MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING. SAWED JOINTS SHALL BE FILLED WITH SEALANT AS COORDINATED WITH THE ARCHITECT. PROVIDE SEALANT U IN CONTROL JOINT Q /U) 1 4 a a Q a REINFORCEMENT PER _j w❑ PLANS (DO NOT CUT) 8 RESIDENTIAL SLAB CONTROL JOINT S7 SCALE: 3/4" = 1'-0" B W FLAT FINISHED GRADE (2) TOP BARS (MATCH V-BAR DIAMETER) RETAINING WALL SECTION CENTER VERTICAL BARS IN WALL V-BARS PER TABLE FREE -DRAINING GRANULAR MATERIAL 12" WIDE MIN. TO WITHIN 12" OF FINISHED GRADE OR PROVIDE MIRA-DRAIN TYPE DRAINAGE MAT SYSTEM (WATERPROOFING BY OTHERS) HOOKED DOWELS MATCHING V-BAR TYPE AND SPACING LAPPED MIN. 30" W/ EACH VERTICAL WALL BAR. PROVIDE 90 DEGREE HOOK THAT EXTENDS TO END OF HEEL. HOOKS SHALL BE PLACED 3" CLR FROM BOTTOM OF FOOTING. SLOPE TOP OF FOOTING W/ MORTAR 4" PERFORATED • d FOOTING DRAIN z SURROUND W/ GRAVEL \TIGHTLINED TO V-BARS DRAINAGE SYSTEM PER TABLE z C 2'-0" MAX. UNBALANCED BACKFILL 2x6 DF OR HF STUDS @ 16" O.C. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE (PER SW1 AT ALL OTHER LOCATIONS) PT 2x6 MUD SILL PLATE W/%2" O L-BOLTS MIN 7" EMBED W/ 3" x 3" x %4' THICK WASHER SPACED PER SHEAR WALL SCHEDULE (MIN 48" O.C. & UNDER 12" FROM END OF EACH MEMBER) THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS ARE PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED IN ALL OTHER CASES. (2) #4 CONT TOP BARS #4 HORIZONTAL BARS @ 10" O.C. CONCRETE SLAB & = REINFORCING PER Of 0 Lu FOUNDATION PLAN Q 00 #4 VERTICAL BARS AT 16" O.C. a a C? CENTERED (ALT HOOKS IN FTG) a C d ll 00 L7P 11 1 4" PERFORATED (2) CONT FOOTING DRAIN #4 BARS Q SURROUND W/ GRAVEL 4" 8" 4" M Lu — . U 2" TYP 1'-4" 2 1 TYPICAL STEM WALL W/SLAB SCALE: 3/4" = 1'-0" S7 l #4 NOSE BAR @ GARAGE DOORS CAULKED EXPANSION JOINT EXTERIOR PAVEMENT OR SLAB ON GRADE BY OTHERS T-BARS 1" AIR GAP 2x4 DF#2 @ 16" O.C. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE PT 2x4 MUD SILL PLATE W/%2" O L-BOLTS MIN 7" EMBED W/ 3" x 3" x %4' THICK WASHER SPACED PER SHEAR WALL SCHEDULE (MIN 48" O.C. & UNDER 12" FROM END OF EACH MEMBER)TYP (2) #4 CONT TOP BARS #4 HORIZONTAL BARS @ 10" O.C. CONCRETE SLAB & REINFORCING PER FOUNDATION PLAN z ol, 0 i a 00 a a (2) CONT #4 VERTICAL BARS AT 16" O.C. #4 BARS Q CENTERED (ALT HOOKS IN FTG) J U 4" 8" 4" 2" TYP 1'-4" PARTY WALL FOUNDATION S7 l SCALE: 3/4" = 1'-0" #4 BOTTOM BAR @ GARAGE DOORS 4" PERFORATED FOOTING DRAIN SURROUND W/ GRAVEL _ WALL FRAMING BEYOND OPENING _ SLOPE PER ' ARCH _a as - - d a a 4 a d CONCRETE SLAB PER FOUNDATION PLANS a d d • THICKENED 8 PER FOUNDATION DETAILS SLAB EDGE CONTINUOUS REINFORCEMENT PER FOUNDATION DETAILS. FOOTING & REBAR SHALL BE CONTINUOUS UNDER ALL ROUGH OPENINGS 5 FOOTING & SLAB @ GARAGE DOOR S7 SCALE: 3/4" = 1'-0" 2'-0" MAX UNBALANCED BACKFILL 2x6 DF OR HF STUDS @ 16" O.C. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE (PER SW1 AT ALL OTHER LOCATIONS) PT 2x6 MUD SILL PLATE W/ %2" O L-BOLTS MIN 7" EMBED W/ 3" x 3" x %4" THICK WASHER SPACED PER SHEAR WALL SCHEDULE (MIN 48" O.C. & UNDER 12" FROM END OF EACH MEMBER) U) #4 VERTICAL BARS g a� AT 16" O.C. _z z I-- CENTERED (ALT oLu z HOOKS IN FTG) -I Z_ � OLL ;0 4" THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS ARE PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED IN ALL OTHER CASES. (2) #4 CONT TOP BARS ' #4 HORIZONTAL BARS @ 10" O.C. CONCRETE SLAB & 0-1 = REINFORCING PER w� w FOUNDATION PLAN Q a Jas oo a o0 0 0000�0 c5c bop(000yt nc�0 nOoO �O nOO� IL a (2) CONT #4 BARS Q ch w 8" 4" U 2" TYP V-4" 10 1 STEM WALL AT SEPERATION S7 l SCALE: 3/4" = 1'-0" P.T. 2x6 MUD SILL PLATE W/%2" 0 A.B. MIN. 7" EMBED W/ 3" x 3" x%" THICK WASHER AT 48" O.C. & 12" FROM END OF EACH MEMBER 2x6 DF OR HF STUDS @ 16" O.C. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE (PER SW1 AT ALL OTHER LOCATIONS) - (2) #4 TOP BAR PER ELEV #4 HORIZONTAL MANUFACTURER BARS @ 12" O.C. CONCRETE SLAB & • REINFORCING PER II FOUNDATION PLAN Q Ll d a 00 a d a a #4 VERTICAL BAR AT 18" O.C. EQ. 6" ELEVATOR PIT FOUNDATION W l SCALE: 3/4" = 1'-0" (2) CONT. #4 BARS AT BOTTOM OF FTG EQ. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE (SW1 U.N.O. IN PLANS)NTT P.T. 2x MUD SILL PLATE W/%2" 0 A.B. MIN. 7" EMBED W/ 3" x 3" x THICK WASHER @ 48" O.C. & 2x DF OR 16 UNDER 12" FROM END OF EACH STUDS @" O.C. MEMBER. (U.N.O. IN SHEAR WALL SCHEDULE) CONCRETE SLAB & PER FOOTING REINFORCING PER SCHEDULE FOUNDATION PLAN Q a ,a. 4 oa _ a FOOTING 8" SCHEDULE 8" 6 1 INTERIOR THICKENED SLAB S7 l SCALE: 3/4" = 1'-0" SEE SHEAR WALL SCHEDULE AND SHEAR FLOW NAILING DIAGRAM FOR SHEAR WALL NAILING AND CONNECTIONS SHEATH AND NAIL PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED OTHERWISE) 2x DF OR HF STUDS @ 16" O.C. 2x— BASE PLATE (NAILING PER SHEAR WALL SCHEDULE) FLOOR SHEATHING AND GLB PER PLANS — MSTC40 @ END OF GLB TO WALL ►I DBL TOP PLATE ROUGH OPENING _ PER ARCH 11 1 GARAGE BEAM S7 l SCALE: 3/4" = 1'-0" NAILING PER STRUCTURAL NOTES x x FLOOR JOISTS PER FRAMING PLANS BLOCKING IN EA BAY @ 48" O.C. POST IN -WALL PER PLANS FOUNDATION AND REINFORCEMENT PER OTHER DETAILS as 4" PERFORATED FOOTING DRAIN SURROUND W/ GRAVEL FOOTING REINFORCEMENT PER PLANS a d a d � d d Q Q PER PLANS EXPANDED FOOTING SCALE: 3/4" = 1'-0" S7 l EXPANDED FOOTING CENTERED UNDER POST J U co CONTINUOUS FOOTING BEYOND. CONTINUE REBAR THROUGH WIDENED FOOTING PT SILL PLATE AND ANCHOR POST PER BOLTS PER OTHER DETAILS FRAMING PLANS (SHEATHING NOT SHOWN FOR CLARITY) IN -WALL CONCRETE SLAB & COLUMN REINFORCING PER FOUNDATION PLAN cn Q�zoz_ a - �la a w Q _1 y d d FTG ON NATIVE EQUAL� EQUAL REINFORCEMENT co w BEARING SOIL WIDTH PER PLANS U PER PLAN POST PER FRAMING PLANS STAND SIMPSON CBSQ POST BASE ALONE CONCRETE SLAB & COLUMN REINFORCING PER FOUNDATION PLAN U) 0� z o Z b a w Q _ cc ° a �i w FTG ON NATIVE i' �EQUAL� �EQUAL�`\ REINFORCEMENT 0i w BEARING SOIL WIDTH \ PER PLANS U PER PLAN 7 TYPICAL IN -SLAB FOOTING S7 l SCALE: 3/4" = 1'-0" RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z O > w z O w U U) w w Q w Z 7� rahh W c� 9 • a? rn� c� 0 y M W O 02/21 /20 �. LI OF w�sH 'T Gar 4 47 L F11 �SICNAL '�G vJ Q 0 = N Z = o 0 00 0) O LLI >//�� V vJ Z CN 0 c� W Z w o �0C Q Q G U c� 0 w STRUCTURAL DETAILS 1 REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S7 SHEAR WALL PER PLANS (TYP) LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCATIONS FOR INSTALLATION OF SHEAR TRANSFER CONNECTIONS 1" AIR _ GAP 2x_ BASE PLATE — (NAILING PER SHEAR WALL SCHEDULE) CONTINUOUS SHEATHING THROUGH PARTY WALLS BLOCKING PER DETAIL 3/S8 LVL RIM FLOOR JOISTS PER JOIST (TYP) FRAMING PLANS RIM JOIST SHEAR FLOW NAILING OR SIMPSON CLIP AS SPECIFIED IN SHEAR DBL TOP WALL SCHEDULE (TYP) PLATE (TYP) 2x4 STUDS @ 16" O.C. TYPICAL SHEAR WALL PER PLANS (TYP) PARTY WALL AT FLOOR \ C p / SCALE: 3/4" = 1'-0" DESIGNED AS ROOF ONLY - NOT TO BE USED AS DECK. FLASHING, ROOFING AND WATERPROOFING BY OTHERS (2) 1 1/4" x 11 1/8" LVL RIM BEAM PER PLANS STITCHED TOGETHER W/ 10d NAILS @ 3" O.C. STAGGERED (2) SIMP %4" x 5" SDS SCREWS @ 6" O.C. (1Y2" EDGE DISTANCE) 6 \ ROOFLET TO BEAM S p l SCALE: 3/4" = 1'-0" �z M BEARING / SHEAR WALL ABOVE PER PLANS CONT. ROOF SHEATHING 8d @ 6" O.C. EDGES SIMP H3 CLIP EACH RAFTER TO LEDGER 1" AIR _ GAP 2x BASE PLATE (NAILING OR CLIPS PER SHEAR WALL SCHEDULE) TYP LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCATIONS FOR INSTALLATION - OF SHEAR TRANSFER CONNECTIONS RIM JOIST SHEAR FLOW NAILING OR SIMPSON LTP4 AS SPEC IN SHEAR WALL SCHEDULE TYP 2x STUDS @ 16" O.C. SHEATHED & NAILED PER SHEAR WALL SCHEDULE CONTINUOUS SHEATHING THROUGH PARTY WALLS FLOOR JOISTS PER FRAMING PLANS LSL RIM JOIST DBL TOP PLATE 2x STUDS @ 16" O.C. SHEATHED & NAILED PER SHEAR WALL SCHEDULE 2 PARTY WALL TO FLOOR S Q SCALE. 3/4 = 1'-0" SEE SHEAR WALL SCHEDULE AND SHEAR FLOW NAILING DIAGRAM FOR SHEAR WALL NAILING AND CONNECTIONS 2x6 STUDS @ 16" O.C. SHEATHED & NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) BOUNDARY NAILING 2x6 BASE PLATE LSL BLOCKING OVER (NAILING OR WALL BELOW CLIPS PER FLOOR SHEATHING AND 1 %4" LSL RIM JOIST SHEAR WALL NAILING PER SCHEDULE) STRUCTURAL NOTES 2x12 DF#2 @ U.N.O. IN FRAMING 24" O.C. TOP PLANS. SECURE RIM TAPERED @ TO JOIST W/ (1) 16d FLOOR JOISTS %4"/FT NAIL IN EA FLANGE PER FRAMING PLANS SIMP A35 CANTILEVER EA RAFTER PER PLAN 2x12 DF#2 CONT RIM RIM JOIST SHEAR FLOW NAILING OR SIMPSON CLIP AS SPECIFIED IN SHEAR WALL SCHEDULE 2x12 DF#2 LEDGER 2'-0" MAX. CANTILEVER TJI JOISTS ALIGN JOIST W/ SIMP DTT2Z HOLD DOWN & SECURE W/%2" 0 THR A36 1 %4" THICK x 2 %4" WIDE CONTINUOUS WELDED TOP RAIL %4 A36 1 %2" SQUARE GUARD POSTS @ 6'-0" M O.C. MAX U Q w BOTH Ya a SIDES j A36 PL %4 DTT2Z GUARD POST i-j & PLATE �t BEAM PLAN VIEW @ GUARD POST WELDED STEEL BALUSTERS SHALL NOT ALLOW A 4" SPHERE TO PASS THROUGH SIMP DTT2Z SECURED TO TOP BOLT AND TO AN ALIGNED DECK JOIST (4) TOTAL %2" 0 THROUGH / w BOLTS (1 BOLT ATTACHES — p TO DTT2Z) (V d DOUBLE LVL RIM 11 GUARDRAIL TO JOIST Sp l SCALE: 3/4" = 1'-0" S p l SCALE: 3/4" = 1'-0" i �z M A36 1 %4" THICK x 2 %4" WIDE CONTINUOUS WELDED TOP RAIL %4 A36 1 %2" SQUARE GUARD POSTS @ 6'-0" O.C. MAX BOTH %4 SIDES j4 A36 PL %4 DBL TOP PLATE 2x6 STUDS @ 16" O.C. SHEATHED / NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) BLOCKING FIRST BAY W/ SIMP DTT2Z HOLD DOWN c�r'i loin lAii %2" 0 THRC DTT2Z DOUBLE RIM GUARD POST & PLATE PLAN VIEW @ GUARD POST BLOCKING RIM JOIST SHE OR SIMPSON SHEAR WAL 1" AIR GAP 2x BASE PLATE (NAILING OR LTP5 CLIPS PER SHEAR WALL SCHEDULE) TYP LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCATIONS FOR INSTALLATION OF SHEAR TRANSFER CONNECTIONS 1741 @ 48" O.C. TYP LVL RIM AR FLOW NAILING LTP4 AS SPEC IN L SCHEDULE TYP 2x STUDS @ 16" O.C. SHEATHED &NAILED PER SHEAR WALL SCHEDULE CONTINUOUS SHEATHING THROUGH PARTY WALLS JOIST (TYP) FLOOR JOISTS PER FRAMING PLANS DBL TOP PLATE 2x STUDS @ 16" O.C. SHEATHED &NAILED PER SHEAR WALL SCHEDULE 3 \PARTY WALL TO FLOOR PARALLEL S p 1 SCALE: 3/4" = 1'-0" FLOOR SHEATHING PER STRUCTURAL UPPER BEARING WALL NOTES PER PLANS 2x STUDS SQUASH BLOCKING UNDER @ 16" O.C. BEARING WALL LOCATIONS W/ (1) 10d NAIL INTO EACH FLANGE (TYP 3/4' T&G APA 24/6 RATED PLYWD SHEATHING GLUED & NAILED TO FLOOR JOISTS FLOOR JOISTS PER FRAMING BEAM PER PLANS FRAMING PLAN JOIST HANGER AT EACH JOIST TO BEAM CONNECTION (HANGER PER FRAMING PLAN) FLOOR SHEATHING PER PLANS FLOOR JOISTS PER FRAMING PLANS BEAM PER FRAMING PLAN JOIST HANGER AT EACH JOIST TO BEAM CONNECTION (HANGER PER FRAMING PLAN) 4 \TYPICAL FLOOR BEAM S p 1 SCALE: 3/4" = 1'-0" BOTH SIDES OF EA. TJI JOIST) LSL RIM JOIST DBL TOP PLATE LOWER BEARING WALL PER PLANS 2x STUDS @ TJI FLOOR JOIST PER FLOOR JOISTS PER 16" O.C. PLANS PLAN W/ 3 %2" MIN. BEARING. NAIL EA. TJI W/ (1) 8d NAIL EA. SIDE OF DBL TOP TJI INTO DBL TOP PLATE PLATE 8 BEARING WALL STAIRS S Q SCALE: 3/4" = 1'-0" SEE SHEAR WALL SCHEDULE AND SHEAR FLOW NAILING DIAGRAM FOR SHEAR WALL NAILING AND CONNECTIONS 1 %4" LSL RIM JOIST U.N.O. IN FRAMING PLANS. SECURE RIM TO JOIST W/ WELDED STEEL BALUSTERS (1) 16d NAIL IN EA FLANGE SHALL NOT ALLOW A 4" SPHERE TO PASS THROUGH SIMP DTT2Z SECURED TO TOP BOLT AND TO BLOCKING RIM JOIST SHEAR FLOW NAILING OR SIMPSON SIMP DTT2Z ON OPP LTP4 AS SPEC IN SHEAR SIDE OF BLOCKING WALL SCHEDULE W/ Y2" 0 THROUGH BOLT TO JOIST T (4) TOTAL %2" 0 THROUGH BOLTS (1 BOLT ATTACHES TO DTT2Z) DECK ALIGNEDST 0 W/ cv DOUBLE 2x RIM DECK JOISTS GUARD BOLT (2x8 MIN) PER PLANS LVL OR 2x DF BLOCKING ALIGNED W/ GUARDS 12 GUARDRAIL TO BLOCKING Sp l SCALE: 3/4" = 1'-0" 2x6 STUDS @ 16" O.C. SHEATHED & NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) 2x6 BASE PLATE (NAILING OR CLIPS PER FLOOR SHEATHING SHEAR WALL AND NAILING PER SCHEDULE) STRUCTURAL NOTES 1 FLOOR JOISTS PER FRAMING PLANS (1) 8d BOX NAIL ON EACH SIDE OF WEB MIN BEARING OF V/4" FOR JOISTS AT END SUPPORT (3%2" @ INTERMEDIATE SUPPORTS) 2x6 STUDS @ 16" O.C. SHEATHED / NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) 13 PERPENDICULAR TJI JOIST TO WALL S Q SCALE: 3/4" = 1'-0" LOCATIONS @ BEARING WALL DIRECTLY ABOVE T&G FLOOR SHEATHING PER STRUCTURAL NOTES PROVIDE SOLID LSL BLOCKING OVER BEARING WALL BELOW 2x_ STUDS @ 16" O.C. 9 \JOISTS OVER BEARING WALL S Q l SCALE: 3/4" = 1'-0" 1 %4" LSL RIM JOIST U.N.O. IN FRAMING PLANS. SECURE RIM TO JOIST W/ (1) 16d NAIL IN EA FLANGE RIM JOIST SHEAR FLOW NAILING OR SIMPSON LTP4 AS SPEC IN SHEAR WALL SCHEDULE SEE SHEAR WALL SCHEDULE AND SHEAR FLOW NAILING DIAGRAM FOR SHEAR WALL NAILING AND CONNECTIONS 2x6 STUDS @ 16" O.C. SHEATHED & NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) 2x6 BASE PLATE (NAILING OR CLIPS PER FLOOR SHEAR WALL SHEATHING AND SCHEDULE) NAILING PER STRUCTURAL NOTES FLOOR JOISTS PER FRAMING PLANS TJI BLOCKING IN FIRST BAY @ 32" O.C. W/ FLOOR SHEATHING SECURED TO BLOCKING W/ 10d NAILS @ 6" O.C. (1) 8d NAIL EA SIDE OF WEB TO TOP PLATE 2x6 STUDS @ 16" O.C. SHEATHED / NAILED PER SHEAR WALL SCHEDULE (SW1 UNLESS NOTED ON PLANS) 14 1 PARALLEL TJI JOIST TO WALL S p J SCALE: 3/4" = 1'-0" 2x6 HF#2 LEDGER SCREWED TO LSL RIM JOIST W/ SIMP %4' 0 x 3%2" SDS SCREWS @ 12" O.C. HANG JOISTS W/ SIMP LUS26 HANGERS PER PLANS 2x6 HF#2 RAFTERS @ 24" O.C. TOP TAPERED @ %4"/FT T/6' APA 24/6 RATED OSB SHEATHING W/ 6d @ 6" O.C. EDGE / 12" O.C. FIELD NAILING (U.N.O. IN NOTES) 2x BLOCKING TOE NAIL RAFTER TO BEAM W/ (2) 16d BEAM PER FRAMING PLAN SIMP HANGER PER PLANS UNDERFRAME FLUSH 5 TYPICAL ROOFLET WALL S p SCALE. 3/4 = 1'-0" GUARDRAIL, FLASHING AND WATERPROOFING BY OTHERS 2x6 DF OR HF STUDS @ 16" O.C. SHEATH AND NAIL WALL PER SHEAR WALL SCHEDULE (PER SW1 AT ALL OTHER LOCATIONS) 2x10 DF#2 LEDGER SECURED TO RIM W/ SIMP. SDS %4" 0 x 5" SCREWS @ 6" O.C. STAGGERED JOIST HANGERS PER PLANS JOISTS PER PLANS �T 10 \ DECK TO BEAM S Q J SCALE: 3/4" = 1'-0" 6" DECKS —%4"0x5"SDS LEDGER WOOD SCREWS LEDGER ELEVATION 2x6 BASE PLATE (NAILING PER SHEAR WALL FLOOR SHEATHING AND SCHEDULE) NAILING PER STRUCTURAL NOTES FLOOR JOISTS PER FRAMING PLANS FLUSH FRAMED BEAM AND JOIST HANGERS PER PLANS RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z 0 U) w z 0 d U w 0 w Q 0 w C� Z Z Z c � r~ 0� M o KK oM 5 02/21 /20 8. LI o E OP WAS J 4 47 L E� SSIDNAL ECG V J Q p = N Z = o 0 co co G 0 p co06 03: w w v! Z No p p M W Z w o > 0CC Y Q G U c� p w STRUCTURAL DETAILS 2 REVISION: - DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: I E1396 SHEET NO: S8 FLOOR SHEATHING PER STRUCTURAL NOTES FLOOR JOIST: F SHEATHING AND NAILING SEE SHEAR WALL SCHEDULE AND SHEAR PER STRUCTURAL NOTES FLOW NAILING DIAGRAM FOR SHEAR 2x4 SOLID BLKING WALL NAILING AND CONNECTIONS CONT RIM @ BOUNDARY / IN BAY OF KICKER ROOF SHEATHING CORNERS MIN (4) NAILING END ONLY PER GENERAL SHEATH ROOF TRUSS OUTLOOK BAYS 16d STRUCTURAL NOTES PER "SW1" OVER SHEAR WALL LOCATIONS BOUNDARY (4) 10d KICKER / BL N BLOCKING SHEATH AND NAIL PER ROOF SHEATHING EDGE NAILING TO BLOCKING / (TYPICAL SHEAR WALL SCHEDULE ROOF SHEATHING PER NAILING PER NOTES ' EACH END) ( SW1 UNLESS NOTED STRUCTURAL NOTES OVER SHEATHED TRUSS OTHERWISE) 2x6 DF OR HF STUDS @ 16" O.C. H1 CLIP UPPER WALL 2x @ WHERE OCCURS 2x6 BASE PLATE NAILING ( 24" O.C. \ 2x PER SHEAR WALL PER PLANS BLOCKING A34 CLIP SCHEDULE ) FLOOR SHEATHING AND 4S�o EACH NAILING PER ALIGN 2x4 KICKERS I Mi�V OUTLOOK STRUCTURAL NOTES SHEATHED @ 48" O.C. TRUSS W/ LSL RIM JOIST STRUCTURAL CONTINUOUS SHEAR WALL (4) 10d KICKER RIM JOIST PER PLANS. FLOOR JOISTS TO BLOCKING PROVIDE JOIST HANGERS PER FRAMING DBL TOP PLATE PER PLANS OVER ROUGH PLANS OPENINGS 1" AIR (4) 16d TO LOWER BEARING WALL "' GAP BLOCKING PER PLANS 2x STUDS @ (TYPICAL EACH 16" O.C. RIM JOIST SHEAR FLOW END) NAILING OR SIMPSON U LTP4 PER SHEAR WALL SCISSOR TRUSSES ROOF FRAMING � SCHEDULE PER FRAMING PLAN 16d COMMON TOE -NAILS @ 5" O.C. SIMP A34 FROM 2x4 BLOCKING FIRST Q OR LTP4 CLIPS PER SHEAR WALL MEMBERS PER BLOCKING TO DBL j TRUSS BAY ONLY w HANGER PER TRUSS ROOF TRUSSES SCHEDULE ROOF PLAN DBL TOP TOP PLATE Lu DOOR OR CONTINUOUS DESIGNER PER FRAMING ROOF TRUSSES PER WINDOW @ R.O. _ DBL TOP PLATE PREMANUFACTURED PLANS PLATE FRAMING PLANS PER ARCH. GIRDER TRUSS PER SHEAR WALL PER PLAN SHEATH AND NAIL PER SHEAR PLANS WALL SCHEDULE (SW1 IF NOT NOTED AS SHEAR WALL) 2x STUDS @ 16" O.C. 2x6 DF#2 OR HF#2 @ 16" O.C. U.N.O. IN WALL FRAMING SCHEDULE BEARING WALL @ STAIRS S9) SCALE: 3/4" = 1'-0" PREMANUFACTURED TRUSS SHOWN IS GENERIC. REFER TO ARCH FOR TOP AND BOTTOM CHORD SLOPE AND CHORD DEPTH. MATCH BLOCKING DEPTH ACCORDINGLY. ROOF SHEATHING PER SCHEDULE AND FRAMING PLANS BOUNDARY NAILING 12 2x BLOCKING W/ VENT HOLES PER PER ARCH OR PROVIDE V-NOTCH CENTERED @ TOP OF BLOCKING BOUNDARY NAILING CONT 2x DF#2 RIM NAILED W/ MIN (2) 16d FACE NAILS (8'-0" MIN CONT MEMBER @ ROOF CORNERS) RIM JOIST SHEAR FLOW CONNECTION PER SHEAR _ WALL SCHEDULE (16d @ 5" TOE NAILS ALL OTHER LOCATIONS OVERHANG PER PLAN D SCISSOR TRUSSES PER FRAMING PLAN SIMP H1 CLIP AT EACH TRUSS SIMP H2.5A EVERY OTHER STUD TO DBL TOP PLATE DBL TOP PLATE SHEATH AND NAIL PER SHEAR WALL SCHEDULE (SW1 IF NOT 2x6 DF#2 OR HF#2 @ 16" NOTED AS SHEAR WALL) O.C. U.N.O. IN WALL FRAMING SCHEDULE 6 SCISSOR TRUSS TO WALL S9) SCALE: 3/4" = 1'-0" 2 STRUCTURAL RIM JOIST S9 SCALE: 3/4" = 1'-0" POST PER PLANS SECURED TO DBL TOP PLATE BELOW W/ SIMP BC60 POST HALF BASE WRAP OR BUILD -OUT POST PER ARCH'S DIMENSIONS NAIL RIM TO BLOCKING Wi (4) 16d COMMON FACE NAILS RIM JOIST SHEAR FLOW NAILING OR SIMPSON CLIP AS SPECIFIED IN SHEAR WALL SCHEDULE LOWER SHEAR WALL PER PLAN 7 POST TO DECK S9 SCALE: 3/4" = 1'-0" FLOOR SHEATHING AND NAILING PER STRUCTURAL NOTES WATERPROOF MEMBRANEAND FLASHING BY OTHERS DECK JOISTS PER FRAMING PLANS m 3 DORMER TRUSSES TO GIRDER TRUSS 4 PARTY WALL SHEAR WALL AT ROOF S9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" U ry Q Lu a 2 z Luw0 Q QLLJ Q U >❑ C)Lu m cv 0 N r J ro�� m N B a LOW SOIL FACE H-BARS PER TABLE o _ V-BARS HIGH SOIL FACE J U N WALL PLAN VIEW (2) TOP BARS (MATCH V-BAR DIAMETER) SURCHARGE LOADING: 40 PSF LIVE LOAD 0'-0" ADDITIONAL SOIL FINISHED GRADE RETAINING WALL SECTION 2" CLEAR V-BARS PER TABLE FREE -DRAINING GRANULAR PLANTER CURB MATERIAL 12" WIDE MIN. TO BY OTHERS WITHIN 12" OF FINISHED GRADE (WATERPROOFING BY OTHERS) FINISHED GRADE HOOKED DOWELS MATCHING V-BAR a TYPE AND SPACING LAPPED MIN 30" ° W/ EACH VERTICAL WALL BAR. a -- PROVIDE 90 DEGREE HOOK THAT 0" EXTENDS TO END OF TOE. HOOKS _ SHALL BE PLACED 3" CLR FROM Lu J 0[--- � BOTTOM OF FOOTING. 2 Q� 0 < D � F-BARS - CL 0 = 3:z li is LLoU)�zO PER TABLE N J J O O V-BARS PER TABLE p d d d • • • p • Q T-BARS O a 4" PERFORATED `' LU FOOTING DRAIN U SURROUND W/ GRAVEL TIGHTLINED TO DRAINAGE SYSTEM A B W . SITE RETAINING WALL SCHEDULE H A B W T G V-BARS H-BARS T-BARS F-BARS 2'-9" MAXIMUM 2'-0" 0'-8" 2'-8" 0'-10" N/A #5 @ 18" o/c #5 @ 18" o/c (3) #5 BARS N/A 2'-9" to 4'-9" 3'-8" 0'-8" 4'-4" 0'-10" 0'-7" #5 @ 12" o/c #5 @ 18" o/c (4) #5 BARS N/A 8 NO HEEL CANTILEVERED SITE RETAINING WALL SCHEDULE Sn SCALE: 3/4" = 1'-0" 0 5 GABLE TRUSS TO SHEAR WALL S9 SCALE: 3/4" = 1'-0" RESUB Nov 30 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) z 0 Lu z 0 w a- Lu U Z Lu Q 0 N Lu � I__ r Q ❑ co o Lu W W tc .. un CD ' r _ C 0CD 00 M W O co M 02/21 /20 LI Bew,v'/ DTP o� ACT 4 47 L V, c/ / O 0 = N Z I_ I O O c0 1— 00 O O w °6 W Z 0 O c� Z w Z w o �0C O Q G CU cy) 0 n w STRUCTURAL DETAILS 3 REVISION: 1 DATE: 02-21-20 DESIGNED BY: TAW CHECKED BY: JBL SCALE: AS NOTED PROJECT NO: E1396 SHEET NO: S9