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APPROVED BLD ENG RESUB 2-BLD2021-0094 Architectural_Plan+3.9.20222tea. P: sr, ABBREVIATIONS BUILDING CODE, TESTING, DESIGN, & MANUFACTURER ABBREVIATIONS IRC INTERNATIONAL RESIDENTIAL CODE IBC INTERNATIONAL BUILDING CODE WSEC WASHINGTON STATE ENERGY CODE WSCA WASHINGTON STATE CODE AMENDMENTS - STATE AMENDMENTS TO A NATIONAL CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION - NATIONAL OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION - FEDERAL KCSWDM KING COUNTY SURFACE WATER DESIGN MANUAL TESC TEMPORARY EROSION PROTECTION MEASURES ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CERTIFIED UL UNDERWRITER'S LABORATORY TESTED AND CERTIFIED APA AMERICAN PLYWOOD ASSOCIATION TESTED AND CERTIFIED BMP BEST MANAGEMENT PRACTICES PER PLAN REFER TO MERRILL DESIGN PLAN VIEWS PER STRUCTURAL REFER TO STRUCTURAL ENGINEER OR ENGINEERING FOR SPECIFICATIONS AND INSTALLATION PER GEOTECH REFER TO GEOTECHNICAL ENGINEER OR GEOTECHNICAL REPORT AND RECOMMENDATIONS MANUF MANUFACTURERED PRODUCT WHICH HAS BEEN ENGINEERED, WARRANTEED, OR CERTIFIED SIMPSON STRUCTURAL HARDWARE & FASTENING MANUFACTURER REFER TO CURRENT SIMPSON CATALOG HARDIE JAMES HARDIE COMPANY - MANUFACTURER OF CEMENT BASED EXTERIOR SIDING & TRIM PRODUCTS TYVEK A DUPONT COMPANY HOUSE WRAP - MAY SUBSTITUTE EQUIVALENT PRODUCT WHITE WOOD PRE -FINISHED TYPE OF EXTERIOR TRIM MATERIAL - DO NOT USE IN THIS PROJECT GENERAL ABBREVIATIONS OC ON CENTER CL CENTER LINE DIA DIAMETER HT HEIGHT W WIDTH L LENGTH D DEPTH HORIZ HORIZONTAL VERT VERTICAL MIN MINUMUM MAX MAXIMUM EQUIV EQUIVALENT EX EXISTING TO REMAIN EXT EXTERIOR INT INTERIOR GRADE GRADE IS THE FINISHED HEIGHT OF THE EARTH SURROUNDING THE BUILDING EAVE THE FLAT EDGE OF A ROOF OVERHANG GABLE THE SLOPED EDGE OF A ROOF OVERHANG MEASUREMENT ABBREVIATIONS IINCHES FEET SF SQUARE FEET SQ FT SQUARE FEET CU FT CUBIC FEET LF LINEAL FEET LIN FT LINEAL FEET PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT GA GAUGE OR THICKNESS OF METAL PLATE OR SHEET MIL MILLIMETER THICKNESS OF PLASTIC SHEET OR MEMBRANE MEAS MEASURE - FIELD VERIFY MEASUREMENTS PRIOR TO ORDERING MATERIALS AND FRAMING OPENINGS & OTHER CONSTRUCTION WORK PITCH SLOPE OF ROOF 4/12 PITCH = 4" OF RISE IN 12" OF HORIZONTAL LENGTH R-30 R VALUE IS A MEASURE OF INSULATION, HIGHER R VALUE = MORE INSULATION U .30 U VALUE IS A MEASURE OF GLAZING ENERGY EFFICENCY - THE LOWER THE U VALUE THE MORE ENERGY EFFICIENT THE GLAZING ASSEMBLY NFVA NET FREE VENTILATION AREA MATERIAL/FIXTURE ABBREVIATIONS HF HEM -FIR OSB ORIENTED STRAND BOARD SHEATHING & SUB -FLOOR TJI ENGINEERED AND PRE- MANUFACTURED I -JOIST OR I- RAFTER TRUSS T ENGINEERED AND PRE -MANUFACTURED ROOF OR FLOOR TRUSS GL BM GLUE LAMINATED BEAM GLU-LAM GLUE LAMINATED BEAM PSL PARALAM BEAM - STRUCTURAL BEAM OF LAMINATED FIBERS LSL LAMINATED STRAND LUMBER - USED FOR STUDS, RIM JOISTS & BLOCKING LVL STRUCTURAL RIM JOIST USED IN CONJUNCTION WITH TIPS STURDI-TREAD 1" X 11 1/4" BULLNOSED STRAND BOARD STAIR TREAD MATERIAL PT PRESSURE TREATED WOOD TK TIGHT KNOT T-1-11 EXTERIOR RATED PLYWOOD WITH ROUGH SAWN FACE - NO GROOVES VG VERTICAL GRAIN GWB GYPSUM WALL BOARD OR DRYWALL 16D LENGTH AND DIAMETER OF A NAIL GALV GALVANIZED STEEL WWM WELDED WIRE MESH REBAR STEEL REINFORCING ROD USED IN CONCRETE CONSTRUCTION #4 REBAR REFERS TO DIAMETER OF REBAR AB ANCHOR BOLT - BOLT EMBEDDED OR POURED INTO CONCRETE PVC PVC PLASTIC - TYPICAL IN WHITE DRAINAGE PIPE ABS ABS PLASTIC PIPE - BLACK WASTE PIPE USED IN PLUMBING PEX PEX PLASTIC FLEXIBLE PIPE - USED AS SUPPLY LINES FOR PLUMBING SCHED 40 THICKNESS AND PROPERTIES OF A PARTICULAR PLASTIC PIPE GAS APPLIANCE USES NATURAL GAS OR PROPANE FOR HEATING DW DISHWASHER DISP DISPOSER WITH DECK MOUNTED AIR SWITCH RANGE SINGLE APPLIANCE WITH STOVE TOP BURNERS AND OVEN BELOW MIRCO MICROWAVE OVEN HW HOT WATER HEATER FURN AIR HEATING AND MOVING FURNACE BBQ PROVIDE NATURAL GAS FOR AN OUTDOOR BARBECUE BIBB FROST FREE HOSE BIBB LOCATION GLAZING, WINDOW & DOOR ABBREVIATIONS EXT EXTERIOR DOOR W/ ALUM SILL AND CUT -IN VINYL WEATHERSTRIPPING SL GL TEMPERED SLIDING GLASS DOOR W/SCREEN STORE WOOD OR FIBERGLASS FRAME TEMPERED GLASS DOOR SC SOLID CORE FLAT (FLUSH) DOOR HC INTERIOR HOLLOW CORE FLUSH DOOR CSMT CASEMENT WINDOW W/SCREEN DBL CSMT (2) CASEMENT WINDOWS MULLED TOGETHER W/SCREENS SL 1/2 SLIDE WINDOW W/SCREEN AWN TOP HINGED PUSH OUT AWNING WINDOW W/SCREEN FX FIXED GLASS - PICTURE WINDOW TEMP TEMPERED GLASS PER NOTE 2.41/A0.2 EGRESS EGRESS WINDOW PER 1/A3.1 MEAS FIELD VERIFY DIMENSIONS PRIOR TO ORDERING UNIT EX EXISTING WINDOW OR DOOR TO REMAIN U .30 U VALUE IS A MEASURE OF GLAZING ENERGY EFFICENCY - THE LOWER THE U VALUE THE MORE ENERGY EFFICIENT THE GLAZING ASSEMBLY 2 FT- 6 INCH (30") WIDE X 6 FT - 8 INCH (80") TALL NOMINAL 2/6 6/8 DOOR OR WINDOW SIZE - CONFIRM ROUGH OPENING WITH WINDOW OR DOOR PROVIDER PRIOR TO FRAMING. THERMALLY BROKEN ALUMINUM FRAME WINDOW OR SKYLIGHT ALUM PVC PLASTIC FRAME WINDOW OR SLIDING GLASS DOOR VINYL FIBERGLASS FRAME WINDOW OR DOOR FBGL WOOD WINDOW OR DOOR WITH EXTERIOR CLADDING OF VINYL, ALUM, FIBERGLASS CLAD f - STGATE unity 228th Sf SW 228th St SW dmonds © Westgate Chapel ' n h:xsw QLocal Roots Marijuana $ :hoof E _ _ 22ft PI S. 2:M11' S, S. Safeway ® drona K-8 School 0 2aethsit sw 1. r.- Y-- �N 6* 2zsth St Sw 'g (B = xxan st sw S F asap s 1w Ruoyuntownhomes St-t �Ssrh m :' Street Southwest Ballinger Playheld Ballinger Lake Park x m m q F O Boat Ramp At Lake Ballinger 'c Edmount m Island m .w ,w 2-haysv a L VILLAGE znzcd saw - :ands- ` Scott's Bar & Grill © ' w 5 Q Brackett Apartments © Panera Bread zatm sit sw Primary Care at Q UW Neighborhood.. s Nxams z ©Holyrood 3 a Catholic Cemetery w z 9Costco Wholesale n m , McDonakl's Sanmaru Gnlig' ; a• s`+ z N7911 CostcoGasoline�i n WE Me n s: N 200th St I H I L L W O O D 141"Ih a Ballinger Commons rm sis Aparlment Homes 3 f - m N taS:l. _ =NtISII'- � N1951h.5.• HE I95th 51 Kin sSchools© ECHO LAKE g roilyDale Y CAner 9 0 i o Family YMCA N I dY C nadsi Echo Lake Apartments Google D-i" 51 SY, ra 2x8th 515w F -a`o"", >,£ McMahan License Agency f 1SJia S: Sw ` Mountlake Terrace. Transit Center - = 0 f L.keYlew of Arbor Village Nile Shrine Golf Course 9Masjid Umar AI-Farooq VICINITY MAP SHEET INDEX AO.1 Cover Sheet Survey Civil Refer to separate fill/grade permit BLD2021-03-56 Landscape L1.0 Landscape Plan L1.1 Planting Notes and Detail Lighting LTO.00 Lighting Cover Sheet LTO.01 Luminaire Schedule LT1.00 Lighting Plan -Site LT2.00 Lighting Plan -Site -Elevations 4 q/eer C,eek Regal Clnebarre Q Gene Juan_ Mountlake Mazatlan Mexican `? Restaurant Mountlake. V' tIwCU 6 BALLI Hr The Kushery © Lake Forest Park NE*,9., _ North m City Parr. a CODE 1. International Residential Code (IRC), 2015 Edition as amended by: Washington State Building code, WAC 51-50 ECDC 16.60 General Commercial for Highway 99 Pedestrian Area Improvement 2. Uniform Plumbing Code (UPC), 2015 Edition as amended by: Washington State Building Code, WAC 51-56 3. International Fuel Gas Code, 2015 Edition as amended by: Washington State Building Code, WAC 51-56 4. NFPA 54 2014 Liquefied Petroleum Gas and NFPA58 2015 Fuel Gas as amended by: Washington State Building Code, WAC 51-52 5. International Fire Code (IFC), 2015 Edition as amended by: Washington State Building Code, WAC 51-54 6. National Electric Code (NEC) (NFPA 70), 2017 Edition as amended by: 7. Washington State Energy Code, WAC 51-11C. ZONING CITY OF EDMONDS, GENERAL COMMERCIAL (CG) ENERGY INFORMATION INSULATION AND PENESTRATION REQUIREMENTS BY COMPONENT SHALL BE PROVIDED PER WSEC 2015 TABLE R402.1.1 WINDOWS. DOORS, SKYLIGHTS CLIMATE ZONE 5 AND MARINE 4 ENGINEERING DIVISION Vertical Fenestration U-factorO.30 APPROVED AS NOTED (entrance doors) 0.60 11 6/16/2022 Skylights U-factor 0.50 REFER TO SEPARATE FILL/GRADE PERMIT BLD2021-0356 FOR ALL GLAZING IN SKYLIGHTS AND WINDOWS TO INCLUDE LOW-E GLASS TO MEET SHGC APPROVED CIVIL CONSTRUCTION REQUIREMENTS IN SECTION 403, 2012 WASHINGTON STATE ENERGY CODE PLANS AND ENGINEERING Approved by Fire REQUIREMENTS. 08/17/2022 AFM I-_�>=Ctterer LT3.00 Lighting Plan-Site-Photometrics APPROVED BY PLANNING Architecture Al 0 Site Plan 8/18/2022 A2.0 Basement Floor Plan A2.1 First Floor Plan A2.2 Second Floor Plan A3.1 Exterior Elevations A3.2 Exterior Elevations A4.1 Building Sections A5.1 Window & Door Schedule A6.0 Exterior Details Water Proofind Drawillias BE 0.00 Product Matrix, Certification, Index BEO.01 BE Air Barrier Certificatioon Notes, and Schedule BE 0.02 Air Barrier Details BE3.01 Below Grade Details BE4.01 At Grade and Podium Details BE 5.01 Window and Slider Wrap Sequence BE5.02 Window Details BE7.01 Swing Door Wrap Sequence BE9.01 Knife Plate Wrap Sequence BE9.02 Penetrationo Wrap Sequence and Details BE 9.03 Penetration Details BE10.01 Wall and Trasition Details BE 12.01 Typical Roof Details BE12.02 Typical Roof Details BE12.03 Typical Roof Details BE12.04 Typical Roof Details G1.0 General Structural Notes G1.1 General Structural Notes SO.0 Garage Level Foundation Plan S1.0 Main Floor Framing Plan S1.1 Foundation Framing DTLS S1.2 Foundation Framing DTLS S2.0 Upper Flr Framing Plan S2.1 Floor Framing DTLS S2.2 Typ. Framing DTLS S3.0 Roof Framing Plans S3.1 Roof Framing DTLS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work 4 UNIT TOWNHOME Address 8029 238TH ST SW Owner EDMONDS TOWNHOMES Approved Date 4/01 /2022 Building Official LCLEL Permit Number BLD2021-0094 WALLS, FLOOR, CEILING INSULATION FROM TABLE R402.1.1 OPAQUE THERMAL ENVELOPE REQUIREMENTS CLIMATE ZONE 5 & MARINE 4 ATTIC R-49 WALLS ABOVE GRADE R-21 FLOORS R-30 ENERGY CREDIT SUMMARY FOR EACH UNIT la Efficient Building Envelope 1a 0.5 3d High Efficiency HVAC 3d 1.0 5a Efficient Water Heating 5a 0.5 5c Efficient Water Heating 5c 1.5 Total Credits 3.5 NOTE: The whole house mechanical ventilation is to be continuous.. A I I I t , , I t I t , I , r FIRE PLAN REVIEW NOTES: 1.Building requires Fire Sprinklers, IFC 2018 903.3.1.3 (Townhomes) a 13D system can be installed. This is a flow -through design and will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020132. Provide a minimum combination water service of one inch (1 ") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. 2.Separate permits for fire sprinklers 3.Fire lane markings and/or signs will be required Addressing will be 12", visible from the street and on a contrasting background. Changes will need to be agreed upon from fire official BUILDING INFORMATION BUILDING CODE TYPE OF CONSTRUCTION: TYPE V-B CONSTRUCTION OCCUPANCY TYPE: R-3 OCCUPANCY/USE: TOWNHOUSE SPRINKLER: 13D for each unit. PROPERTY OWNER BETTER BELLEVUE INC Ruoyun Zhen 1371 247th PL SE Sammamish, WA 425-533-1121 PROPERTY DATA Project Address: 8029 238TH St. SW, Edmonds, WA Parcel No. 253000-0050, 253000-0051 Zoning: CG-General Commercial Parcel Size (SQ FT): 0.29 Acre Legal Description: FRUITLAND ACRES TO LAKE BALLINGER BLK 001 D-OOS 100FT LOT 20 SCOPE OF WORK Demo existing single family house and build a new 4 units 2 story with basement townhouse of contemporary architecture style with open space for common area. PROJECT TEAM ARCHITECT: ATLAS ASSOCIATS INTERNATIONAL GENG TAN 206.488.3688 EMAIL: GENGTAN@GMAIL.COM SURVEY: GEODETIC Surveying Service 425-229-1739 GEO Engineer: Jason Engineering, INC Jason Bell, PE 206-786-8645 jason@jasonengineering.com CIVIL: Ali Amirzehni, PE 206-288-3122 zce.engineering@gmail.com STRUCTURE: GL Architectural Engineering Nick Lu, PE 360-747-7509 akegl2002@gmaii.com LANDSCAPE: GHA Landscape Architects Neil Buchanan, ASLA 1417 N.E. 80th, Seattle, WA98115 206.522.233 buchanan@isomedian.com LIGHTING Affiniti Studios Andy Luong 702.338.2612 andyl@affinitistudios.com I Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanegmail.com wwwAtlasai.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 REGISTEPED TECT ..\.. X'TTdA.. roenti uFientilt n[\p _5 ct r APP.np,J WO STATE O WASIOMN RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: City Permit Comments Revision-1 City Permit Comments Revision-3 NO. ISSUED FOR DATE © 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title COVER SHEET Scale Sheet Number A Oml _r i x i r-%__i_.L x 2-air+:x n r r)4Yl-%A__-1r r S R It z �_� W1 PUNCH IN CONC. IN CASE - ----- SD CB SD ------------------------------------- SD RIM = 437,57' INV E = 430,52' INV S = 430,59' INV E = 430,83' 12" CONC LEGAL DESCRIPTION THE SOUTH 100 FEET OF LOT 20, BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAHE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON, BASIS OF BEARINGS A BEARING OF N88°37'15"W ALONG THE CENTERLINE OF 238TH STREET SW BASED ON MONUMENTS FOUND. 091 CB RIM = 431.70' INV E = 429.80' INV W = 429.64' ---- SD -------- ---©__ r _ I ®Mm� CB RIM = 429.69' INV N = 427.00' INV E-W = 426.93' N88°37'15"W 431.62, - - - v / FOUND BRASS PLUG 238TH STREET SW w1PUNCH IN CONC, IN CASE VERTICAL DATUM & CONTOUR INTERVAL DATUM - NAVD88 BENCHMARK S.C. BENCHMARK NO. -407 3" BRASS DISK IN FACE OF BLDG. DATUM 23423 HWY 99 ELEV. = 407,98' W MONUMENT AS DESCRIBED REBAR AS DESCRIBED 'POLE -TER RY SEWER CLEANOUT RY SEWER MANHOLE VALVE (DRANT .METER XIMATE LOCATION SANITARY LINE XIMATE LOCATION STORM _INE N E GRAPHIC SCALE 5 0 5 10 20 11NCH = 10 FT. ® MAILBOX PMT PAD MOUNTED TRANSFORMER T ELECTRICAL VAULT m UTILITY HANDHOLE © CABLE PEDESTAL ❑T TELEPHONE PEDESTAL —�— WOOD FENCE CONCRETE WALL ROCKERY ASPHALT SURFACE CONCRETE SURFACE XIMATE LOCATION BI BIRCH GROUND CABLE LINE CE CEDAR DRAIN MANHOLE DF DOUGLAS FIR BASIN DS DECIDUOUS BASIN SOLID LID MD MADRONA f LIGHT MP MAPLE �LVE " INDICATES MULTI -TRUNK CB RIM =417.08' EEI PMT wu PMT 0 = 417.43' BOLLARD W GC CB RIM = 414.96' INV E = 409,77' INV W-S = 409,74' 12" CONC W OHU ■ LLI NT CD Z Z N M U w r w V ) r Z CB RIM = 414,78' % CB INV N = 408,55' RIM = 411,87' , 12" CONC INV E = 408,68' 12" CONC CB RIM = 413.23' INV E-S = 410,72' 112" CONC vy(i. oyU w cl z O w It w 0 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w U) N D '^^ vJ W O °O Q Q z co 0O W Z rn M N 0 V O O o 0 0- CD O GENERAL NOTES PROJECT INFORMATION 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. SURVEYOR: SITE SURVEYING, INC. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT 21923 NE 11TH ST ARE NOT SHOWN HEREON, SAMMAMISH, WA 98074 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION PHONE: 425.298.4412 FOCUS 35 TOTAL STATION, PROCEDURES USED IN THIS SURVEY MEET OR EXCEED PROPERTY OWNER: BETTER BELLEVUE INC STANDARDS SET BY WAC 332-130-090, 8029 238TH ST SW 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN EDMONDS, WA 98026 JANUARY 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL TAX PARCEL NUMBER: 004519-001-020-00 CONDITIONS EXISTING AT THAT TIME. PROJECT NO. 20_662 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND PROJECT ADDRESS: 8029 238TH ST SW OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF EDMONDS, WA 98026 DRAWN BY: EFJ UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY ZONING: SF 5000 MAY EXIST ON THIS SITE. CHECKED BY: TNW 5• ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE JURISDICTION: CITY OF EDMONDS DATE: 1/5/2021 NOTED, PARCEL ACREAGE: 12,000 SF (0.275 ACRES) AS SURVEYED SHEET 1 OF 1 co E m E E m L w z N CD E 0 a a m E w a� N I M cu I cu 0 cu u CD M s m 75 J Ul O 75 W 3 N Q S -P OO M I cu CD 00 / J1 cii O S O V) O 75 w / J Q ry w 0 () �7 3 / L) Q H 1 — 1 C Ila i V O F— O M — LANDSCAPE PLAN 1 /811 = 1'-091 0 4 8 STREET TREE SPECIES SHALL NOT BE MAPLE, HORNBEAM, PEAR OR SWEETGUM AND SHALL BE SUITABLE FOR THE NEARBY UNDERGROUND UTILITIES AND ADJACENT HARDSCAPE. PARKS DEPARTMENT TO INSPECT TREE ROOT BALL PRIOR TO PLANTING. PLEASE CONTACT DEBRA DILL AT 425-771-0230, X 1383 A MINIMUM OF 48-HRS IN ADVANCE OF INSPECTION. C P PROPERTY LINE PAVING PLANT SCHEDULE QUAINT BOTANICAL NAME COMMON NAME SIZE SPACING 2 2.0" CAL STREET TREE FORM VERIFY VARIETY WITH CITY OF EDMONDS PRIOR TO PLANTING 2 CHAMAECYPARIS OBTUSA'GRACILIS' SLENDER HINOKI CYPRESS 6-7' 5 PINUS NIGRA'OREGON GREEN' OREGON GREEN AUSTRIAN PINE 7-8' 3 PYRUS CAPITAL CAPITAL FLOWERING PEAR 2.0" CAL STREET TREE FORM 2 CORNUS MIDWINTER FIRE MIDWINTER FIRE REDTWIG DOGWOOD 2 GAL 18" ht min. 63 EUONYMUS JAPONICUS 'GREEN SPIRE' 'GREEN SPIRE' EUONYMUS 2 GAL 18" ht min. 3 HEMEROCALIS HAPPY RETURNS DAY LILY HAPPY RETURNS 1 GAL 12 HYDRANGEA QUERCIFOLIA PEE WEE DWARF OAKLEAF HYDRANGEA 2 GAL 18" ht min. 10 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL 27 ILEX CRENATA'SKY PENCIL' SKY PENCIL JAPANESE HOLLY 2 GAL 18" ht min. 9 MISCANTHUS YAKU JIMA SEMI DWARF MAIDEN GRASS 2 GAL 39 PENNISETUM 'BURGUNDY BUNNY' DWARF FOUNTAIN GRASS 1 GAL 11 PINUS MUGO PUMILLIO DWARF MUGO PINE 5 GAL 10 POTENTILLA MANGO TANGO MANGO TANGO POTENTILLA 2 GAL 12 PRUNUS 'MT VERNON' MT VERNON LAUREL 1 GAL 44 PRUNUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL 18" ht min. 4 ROSEMARINUS 'ARP' ARP ROSEMARY 2 GAL 18" ht min. VINES 2 AKEBIA QUINATA VARIGATA VARIGATED FIVE LEAF AKEBIA 2 GAL 2 CLEMATIS HENRYII WHITE FLOWERING CLEMATIS 2 GAL 24 ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' KINNIKINNICK MASSACHUSETTS 1 GAL 30" O.C. 18 VINCA MINOR'WINE' WINE COLOR FLOWERING PERIWINKLE 1 GAL 30" O.C. FOR EACH HATCH AREA PROVIDE AMOUNT OF PLANTINGS LISTED ADJACENT TO HATCH PLANT SHRUBS AND GROUNDCOVERS A MINIMUM OF 18" FROM PAVED SURFACES SEE ARCHITECTURAL PLANS FOR ALL RAILS AND RAILINGS 6' TALL GREEN SCREEN COORDINATE ALL WORK WITH ARCHITECTURAL AND CIVIL DRAWINGS. COORDINATE TREE LOCATIONS WITH UTILITY PLANS, TREES MUST BE 5' MINIMUM HORIZONTAL DISTANCE FROM UNDERGROUND UTILITIES. COORDINATE WITH PLANTERS TYPICAL OWNER AND LANDSCAPE ARCHITECT IF TREES NEED TO BE LOCATED SUBSTANTIAL DIFFERENT FROM LOCATIONS AS SHOWN ON PLANS. — = GREEN SCREEN METAL LATTICE. AMENITY AREA, 5% OF BUILDING FOOT PRINT METAL HAND RAIL/GUARD RAIL, SEE ARCHITECTURAL PLANS FOOT PRINT = 1052 x 4= 4208, 5/o o = 210.4 SF REQUIRED TOURNESOL 'WILSHIRE', OR APPROVED EQUAL. 4'x4' BY 36" DEEP, 2'x4' BY 24" DEEP, and 2.5' ROUND BY 27" DEEP. AMENITY SPACE PROVIDED, 400 SF PLUS BENCHES, TYPICAL RETAINING WALL PER CIVIL 0 PLANS PACIFIC OUTDOOR PRODUCTS SE-5165, HDPE SEAT WITH DARK GREEN POWDER COAT, IN GROUND MOUNT, SET LEVEL. OR APPROVED EQUAL PLANTERS, TYPICAL APPROVED BY PLANNING ENGINEERING DIVISION APPROVED AS NOTED ��6/16/2022 i REFER TO SEPARATE FILL/GRADE PERMIT BLD2021-0356 FOR APPROVED CIVIL CONSTRUCTION PLANS AND ENGINEERING REQUIREMENTS. RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY 9-24-2019 Zj� 1-29-2020 1-20-2021 3 12-30-2021 Z4 This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. (DC GHA Landscape Architects 2019 dw GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 THE 206.522.2334 FAX 206.526.5667 APPROVAL 0 0 E ��^^ v) LU CW G 0 C/) z -11-0 J Z LU 0 cr) 0- � N Q L.L I U) � N � 0 o Q LL 00 J STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 6-10-2019 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1 0 1 of 2 SHEETS 0 in 12" GREATER THAN ROOTBALL 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE USE DUCKBILL GUY WIRE SYSTEM IN CONCRETE PLANTS NOT AT GRADE 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE, 2" OUTSIDE OF TREE STAKES EXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET �L—IMI _ _ — - (17 1— BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB PLANTING DETAIL L LANDSCAPE CONSTRUCTION NOTES Contractor shall familiarize themselves with the project including all underground utilities. At ground level, subgrade for shrub areas to be 8" below finished grade to allow for topsoil and mulch. Do not disturb roots of existing trees to remain. Till/loosen/excavate existing soil to depth of 10", avoiding damaging roots of existing trees. Add 2.5" of 50/50 Cedar Grove compost/sand mix to shrub areas. Till into 8" of existing soil. Add 3.5" of 50/50 Cedar Grove compost/sand mix to shrub areas. Till into 8" of existing soil. Compact soil to 85% to prevent settling. Notify owner if existing soil conditions will prove detrimental to plant health, even after soil prep, such as excessive clay soil, hardpan soil, poor drainage, or excessive gravel. In planters use Cedar Grove Lightweight soil mix. Plant trees and shrubs per details this sheet. Mulch beds at with 2" of medium fine fir bark. Provide root barrier per standard detail this sheet. Mulch is to be free of garbage and weeds and may not contain excessive resin, tannin, or other material detrimental to plant growth. Gently loosen roots of container stock that is rootbound prior to planting. Fertilize all plants with best-Paks fertilizer, available at Horizon Inc. 425-828-4554. One packet per 1 gallon plant, 2 per 2 gallon, 3 per 5 gallon, and 12 per tree. Evenly space packets around rootball, 6-8" from soil surface. All plants shall conform to America standard for nursery stock, ANLA. All plants shall be considered very good or better in health and form based on industry standards. Provide one year warranty for all work starting form date of final acceptance. Coordinate all work with General Contractor. Provide design build irrigation system for all planting areas. NOTES: 1. ALL ROOT PRUNING SHALL BE PERFORMED PER THE STANDARDS OF ANSI A300. 2. ALL ROOTS OVER 1" IN DIAMETER THAT HAVE BEEN EXPOSED AND DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REMOVED. MAKE A CLEAN, STRAIGHT CUT TO REMOVE ENTIRE DAMAGED PORTION OF ROOT. 3. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND DAMAGE. 4. ROOT BARRIER SHALL BE A MINIMUM OF 18" DEEP AND SHALL BE MADE OF BIO-BARRIER TRIFLURALIN, AS ROOT CONTROL CHEMICAL OR APPROVED EQUAL. SET 1/2" BELOW FINISHED GRADE. CENTER ROOT BARRIER ON TRUNK OF TREE. 5. DISTANCE BETWEEN TREE AND ROOT BARRIER TO BE DETERMINED BY ARBORIST. MINIMUM DISTANCE IS 3 TIMES THE TRUNK CALIPER. GAP BETWEEN ROOTS AND ROOT BARRIER ALSO TO BE DETERMINED BY ARBORIST. `St. 18y— CITY OF EDMONDS PUBLIC WORKS DEPARTMENT ROOT BARRIER FOR CONCRETE/PAVED WALKWAY APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL TR-550 REVISIONS BY 9-24-2019 1-29-2020 2 1-20-2021 3 12-30-2021 Z4 This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. QC GHA Landscape Architects 2019 0 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVAL Q � J 0 Q E 0 W Cn W UJ >^ � > Z 0 C/) Q _ C/) W >Z 1-- O 0000 Z 0 cY) (_9 N Z i Z N Q 0 0 LL 00 @>ali< STATE OF WASHINGTON REGISTERED LANDSCAPE a, ARCHITECT Iq-- 1�J1_ NEIL BUCHANAN CERTIFICATE No. 513 DATE: 6-10-2019 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: Ll . 1 2. of 2 SHEETS LEGEND (NOT ALL SYMBOLS WILL BE USED) I LIGHTING FIXTURE SYMBOLS UPPER CASE LETTER DENOTES FIXTURE TYPE LOWER CASE LETTER DENOTES CONTROL DESIGNATION NUMBER DENOTES CIRCUIT NUMBER 'NL' DENOTES UNSWITCHED NIGHT LIGHT I--�� LED STRIP FIXTURE (LENGTH AS INDICATED) LED FIXTURE (SIZE AS INDICATED) EMERGENCY LIGHTING FIXTURE (SIZE AS INDICATED) CEILING OR GRADE MOUNTED FIXTURE (AS SCHEDULED) Q WALL MOUNTED FIXTURE TRACK LIGHTING FIXTURE WITH LENGTH AND NUMBER OF HEADS AS SHOWN EXIT SIGN - SHADED AREAS INDICATE ILLUMINATED ® FACES - PROVIDE DIRECTIONAL ARROWS AS INDICATED (VERIFY MOUNTING) > FLOOD LIGHT POLE MOUNTED LUMINAIRE (HEADS AS INDICATED) POWER SYMBOLS FLUSH MOUNTED ®+18" AFF, UNO) RECEPTACLES WITH A "C" MOUNTED ABOVE COUNTER) SINGLE RECEPTACLE DUPLEX RECEPTACLE FfDUPLEX RECEPTACLE - FLOOR MOUNTED PANELBOARD - SURFACE MOUNTED ! PANELBOARD - FLUSH MOUNTED �T TRANSFORMER © CONTACTOR ® RELAY O JUNCTION BOX PB PULLBOX CONTROL DEVICE SYMBOLS LOWER CASE LETTER DENOTES CONTROL DESIGNATION (SWITCHES FLUSH MOUNTED @+48" AFF, UNO) S SINGLE POLE SWITCH S3 3-WAY SWITCH S4 4-WAY SWITCH SD DIMMER SWITCH SK KEY OPERATED SWITCH SM MANUAL MOTOR STARTER WITH THERMAL OVERLOADS SOS SWITCH WITH INTEGRAL OCCUPANCY SENSOR Sp SWITCH WITH PILOT LIGHT PC PHOTOCELL OS OCCUPANCY SENSOR, CEILING MOUNTED TC TIMECLOCK TO THERMOSTAT 0 CONTROL STATION RACEWAY SYMBOLS 1/2" CONCEALED CONDUIT WITH (3) #12 WIRES, UNO CONDUIT UNDERGROUND OR BELOW GRADE CONDUIT HOMERUN CONDUIT TURNING UP CONDUIT TURNING DOWN 7 CONDUIT STUBBED AND CAPPED CONDUIT WITH SEAL -OFF 1 GROUND CONNECTION ANNOTATIONS �X KEY NOTE OX REVISION SYMBOL X DIAGRAM CALLOUT X.X X MECHANICAL EQUIPMENT CALLOUT X.X GENERAL NOTES (ALL SHEETS) 1. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL. 2. COMPLY WITH ALL NATIONAL, STATE, COUNTY, CITY AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION, INCLUDING RULES AND REQUIREMENTS OF UTILITY SERVING AGENCIES. 3. INCORPORATE ALL CODES AND ORDINANCES INTO THE BASE BID AND INSTALLATION OF WORK. NO ADDITIONAL FUNDS WILL BE ALLOCATED FOR WORK REQUIRED TO CONFORM TO REGULATIONS AND REQUIREMENT AND/OR TO OBTAIN APPROVAL OF WORK. 4. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES. WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. 5. ALL INSTALLATIONS, AT A MINIMUM, SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: A. INTERNATIONAL ENERGY CONSERVATION CODE. B. ILLUMINATING ENGINEERING SOCIETY RECOMMENDED PRACTICES AND GUIDELINES. C. NATIONAL ELECTRIC CODE. D. APPLICABLE NFPA STANDARDS. E. HEALTH CODES. F FIRE CODE AS ADOPTED BY AUTHORITY HAVING JURISDICTION. G. THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION STANDARDS. H. AMERICAN NATIONAL STANDARDS INSTITUTE. I. ALL LOCALLY ADOPTED AMENDMENTS, CODES AND ORDINANCES IN THE JURISDICTION OF THE PROJECT. J. ALL LIGHTING COMPONENTS AND DEVICES SHALL BE U.L. LISTED OR LISTED BY OTHER APPROVED TESTING AGENCY. ALL CODES AND STANDARDS SHALL BE THE LATEST EDITIONS AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION FOR THIS PROJECT. OBTAIN CURRENT COPIES OF ALL LOCALLY ADOPTED CODES AND ORDINANCES PRIOR TO BID AND INCLUDE ALL COSTS TO COMPLY WITH CODES AND ORDINANCES IN BASE BID. 6. DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO DEFINE THE BASIC FUNCTIONS REQUIRED. PROVIDE ALL MATERIAL, ETC. NECESSARY TO ACCOMPLISH THESE REQUIREMENTS. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND ARE A PART OF THE WORK INCLUDED. HOWEVER, NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE PERMITTED. DO NOT SCALE THE DRAWINGS. 7. IF A CONFLICT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, BID THE GREATER QUALITY AND/OR QUANTITY. 8. PROVIDE SHOP DRAWING LAYOUT OF ALL MILLWORK PIECES THAT REQUIRE LUMINAIRES) SPECIFIED. LAYOUT SHALL SHOW LOCATIONS) OF LUMINAIRES) AND ANY ASSOCIATED DRIVER(S) IN MILLWORK AND SHALL BE DRAWN TO SCALE. 9. MAINTAIN ACCURATE CONTINUOUS RECORDS OF ANY AND ALL CHANGES FROM THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. UPON COMPLETION OF THE PROJECT, DELIVER TO THE OWNER, ONE (1) SET OF LEGIBLE AND REPRODUCIBLE COPIES OF THESE "AS -BUILT" RECORD DRAWINGS. 10. ALL TERMINATIONS AND DEVICES SHALL BE LISTED FOR 75 DEGREES C UNLESS NOTED OTHERWISE. 11. ALL LUMINAIRES AND DRIVERS SHALL BE U.L. LISTED OR LISTED BY A RECOGNIZED TESTING AGENCY. 12. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. PROVIDE ZERO DEGREE BALLASTS FOR EXTERIOR LIGHTING FIXTURES. 13. ALL LAMPS SHALL BE BY THE SAME MANUFACTURER AND FURNISHED BY THE CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL BALLASTS SHALL BE LOW HARMONIC TYPE, THD <10%. 14. ALL WORK SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE IN AN APPROVED MANNER AND FASTENED TO BUILDING CONSTRUCTION WITH APPROVED SUPPORTS. 15. COORDINATE LIGHTING WORK WITH OTHER TRADES PRIOR TO SUBMITTING BID. 16. RACEWAYS SHALL BE INSTALLED CONCEALED, UNLESS NOTED OTHERWISE. 17. PROVIDE SEPARATE BOXES AND RACEWAYS FOR DIFFERENT VOLTAGE SYSTEMS. 18. ALL LIGHTING SYSTEMS, EQUIPMENT, RACEWAYS AND COMPONENTS SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) ARTICLE 250 AND AS INDICATED ON DOCUMENTS. 19. ALL LIGHTING DISTRIBUTION EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE NEC 110.26 CLEAR WORKING SPACE REQUIREMENTS. 20. VERIFY WITH PROJECT STRUCTURAL ENGINEER OR RETAIN THE SERVICES OF LICENSED STRUCTURAL ENGINEER TO PROVIDE ANY MOUNTING DIAGRAMS OR CALCULATIONS REQUIRED FOR MOUNTING OF LIGHTING EQUIPMENT PRIOR TO ROUGH -IN. ALL COSTS TO BE INCLUDED IN BASE BID. 21. PROVIDE ALL NECESSARY MOUNTING SUPPORTS FOR LIGHTING FIXTURES. WHERE FIXTURES ARE INSTALLED IN SUSPENDED CEILING SYSTEMS, SECURE FIXTURES TO CEILING FRAME SYSTEM AND PROVIDE FIXTURE SUPPORTS INDEPENDENT OF CEILING SUSPENSION SYSTEM AS REQUIRED PER APPLICABLE CODE. 22. RECESSED FIXTURES IN FIRE RATED CEILINGS AND RETURN AIR PLENUMS SHALL BE RATED FOR THE FIRE RATING OF THE CEILING OR SHALL BE FULLY ENCLOSED IN A FIRE RATED HOUSING ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. 23. VERIFY TYPE OF MOUNTING REQUIRED FOR ALL LIGHTING FIXTURES AND PROVIDE ALL MOUNTING HARDWARE REQUIRED FOR A COMPLETE INSTALLATION. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT SIZING AND INSTALLATION OF ALL OUTLET, PULL AND JUNCTION BOXES IN ACCORDANCE WITH NEC 370. ALL BOXES SHALL BE RECESSED WITH COVER PLATE TO SUIT THE INTENDED APPLICATION. 25. ALL WIRE AND CONDUIT CALL OUTS SHOWN ARE FOR THE ENTIRE CIRCUIT LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE. 26. REFER TO ARCHITECTURAL, INTERIOR DESIGNER, AND ACOUSTICAL ENGINEERING DRAWINGS AND REPORTS FOR ADDITIONAL REQUIREMENTS. PROVIDE ALL COSTS IN BASE BID FOR A COMPLETE INSTALLATION IN COMPLIANCE WITH ARCHITECTURAL, INTERIOR DESIGNER, AND ACOUSTICAL REQUIREMENTS AND RECOMMENDATIONS. 27. ALL LIGHTING DISTRIBUTION AND CONTROL EQUIPMENT SHALL BE OF THE SAME MANUFACTURER, INCLUDING: DIMMER BOARDS, RELAY PANELS, CONTROL STATIONS, RELAYS, LIGHTING CONTACTORS, LIGHTING CONTROL PROCESSORS, TRANSFER CABINETS, ETC. 28. ALL ADJUSTABLE FIXTURES SHALL BE LOCATED AND PROPERLY AIMED AS DIRECTED BY THE ARCHITECT OR LIGHTING DESIGNER. ALL AIMING OF BUILDING FACADE LIGHTING SHALL BE PERFORMED BY CONTRACTOR AT NIGHT WITH DIRECTION FROM THE LIGHTING DESIGNER OR ARCHITECT. 29. COORDINATE ALL LIGHTING, LUMINAIRE TYPES AND LOCATIONS, ELECTRICAL DEVICES AND LOW VOLTAGE DEVICES WITH ELECTRICAL ENGINEER, ARCHITECT, AND INTERIOR DESIGN CONSULTANTS PRIOR TO SUBMITTING BID AND ROUGH -IN. INCLUDE ALL COSTS FOR IN BASE BID. 30. ALL DIMMER BOARD AND RELAY PANEL COVERS SHALL BE HINGED TYPE. 31. ALL LIGHTING CONTROL DEVICES (IE. TIMECLOCKS, ETC.) SHALL HAVE BATTERY BACK-UP TO RETAIN SETTINGS UPON THE LOSS OF NORMAL POWER FOR A MINIMUM OF 10 HOURS. 32. EMERGENCY CIRCUITS TO BE ROUTED IN COMPLIANCE WITH NEC 700.10 AND LOCAL NEC AMENDMENTS. 33. EMERGENCY LIGHTING SHALL BE THROUGH AN APPROVED EMERGENCY SOURCE OF POWER SUCH AS A GENERATOR, LIGHTING INVERTER, AND/OR INTEGRAL BATTERY BACK-UP SOURCE THAT ALLOWS FOR 90 MINUTES OF RUNTIME UPON THE LOSS OF NORMAL POWER. LIGHTING INVERTERS SHALL BE UL924 COMPLIANT. 34. LED LUMINAIRES TO COMPLY WITH UL 1598, ANSI C82, NFPA 70. TEST ACCORDING TO IES LM-79 AND LM-80. COMPLY WITH IESNA TM-16-05 AND RP-16. 35. LED LUMINAIRES TO HAVE A MINIMUM CRI GREATER THAN 80 AND A MAX 3-STEP MACADAM ELLIPSE. 36. LED DRIVERS TO COMPLY WITH UL "RECOGNIZED COMPONENT" STATUS AND TYPE TL PROGRAM. COMPLY WITH ANSI C82.SSI1, C82.77. UL CLASS 2 DRIVERS TO COMPLY WITH UL 1310. 37. PROVIDE ADDITIONAL CONTROL WIRES FOR ALL 0-10V LUMINAIRES AND DRIVERS IN ADDITION TO THE NORMAL CONDUCTORS. 38. PROJECTS WITH NEW LIGHTING CONTROL EQUIPMENT, CONTRACTOR TO PROVIDE A SHOP DRAWING WITH ALL THE COMPONENTS AND MODULES COORDINATED WITH THE VARIOUS TYPES OF LUMINAIRES AND THEIR CORRESPONDING DRIVERS IF REQUIRED FOR REVIEW BY LIGHTING DESIGNER AND ELECTRICAL ENGINEER. 39. PROJECTS WITH EXISTING LIGHTING CONTROL EQUIPMENT, CONTRACTOR TO PROVIDE A ADDITIONAL COMPONENTS REQUIRED TO UPGRADE THE PROCESSOR OR SYSTEM FOR A COMPLETE AND OPERABLE SYSTEM. ANY NEW COMPONENTS CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR REVIEW BY LIGHTING DESIGNER AND ELECTRICAL ENGINEER. 40. PROJECTS WITH LIGHTING CONTROL EQUIPMENT, CONTRACTOR TO ENGAGE IN THE SERVICES OF A CERTIFIED PROGRAMMER FOR THE LIGHTING CONTROL EQUIPMENT. CONTRACTOR TO INCLUDE PROGRAMMING COST IN THE BASE BID. THE CERTIFIED PROGRAMMER SHALL COORDINATE WITH THE LIGHTING DESIGNER ALL THE DESIRED LIGHTING SCENES, EFFECTS AND PRE-SET SCENES PRIOR TO TURNOVER OF THE LIGHTING SYSTEM TO OWNERSHIP. 41. CONTRACTOR TO INCLUDE IN THEIR SCHEDULE A BLOCK OF TIME FOR SCENE SETTING BY THE LIGHTING DESIGNER, INTERIOR DESIGNER, AND ARCHITECT. CONTRACTOR TO COORDINATE WITH THE ABOVE MENTIONED TEAM ON LENGTH OF TIME REQUIRED FOR SCENE SETTING ONCE THE PROJECT IS NEAR COMPLETION. 42. ALL DIMMING EQUIPMENT SHOWN TO BE LOCATED IN AN AIR-CONDITIONED SPACE. CONTRACTOR TO REFER TO DIMMING EQUIPMENT MANUFACTURER AND MECHANICAL ENGINEER FOR EXACT COOLING REQUIREMENTS. 43. ALL LIGHTING CONTACTORS SHALL BE ELECTRICALLY OPERATED AND MECHNICALLY HELD. PROVIDE RK5 FUSES FOR EACH CIRCUIT AT CONTACTOR CABINET TO LIMIT AVAILABLE FAULT CURRENT TO WITHIN THE AIC RATING OF THE CONTACTOR. PROVIDE COIL CLEARING CONTACTS FOR MECHANICALLY HELD CONTACTORS FOR LATCH AND UNLATCH COILS. 44. MOUNT ALL PHOTOCELLS FACING NORTH ON HIGHEST PARAPET UNLESS OTHERWISE NOTED ON PLANS. tRMIIT110iXi11i:6�ti11'-] 1011�I:fPI[a1W11kID7D]leiIF1M0a0 46. PROVIDE AN UNSWITCHED CONDUCTOR TO ALL EXIT SIGNS AND EMERGENCY LIGHTS. 47. JUNCTION BOX FOR ALL HANGING FIXTURES (PENDANT, CHANDELIER, CEILING FAN, ETC.) SHALL BE BRACED TO SUPPORT THE FIXTURE PER NEC 314.23 AND 315.27. COORDINATE EXACT REQUIREMENTS WITH ARCHITECT AND STRUCTURAL ENGINEER. PROVIDE ALL COST FOR FIXTURE SUPPORTS UNDER THE BASE BID. 48. CONTRACTOR TO PROVIDE ACCESS HATCHES FOR ANY REMOTE TRANSFORMERS AND DRIVERS. COORDINATE REQUIREMENTS WITH ARCHITECT FOR EXACT OPENING AND LOCATION PRIOR TO ROUGH -IN. PROVIDE ALL COSTS IN BASE BID. DRAWING INDEX DATE DELTA REVISION DESCRIPTION 2018.08.17 PROGRESS SET • LT0.00 LIGHTING COVER SHEET • LT0.01 LUMINAIRE SCHEDULE • LT1.00 LIGHTING PLAN - SITE • LT2.00 LIGHTING PLAN - SITE - ELEVATIONS • LT3.00 LIGHTING PLAN - SITE - PHOTOMETRICS ABBREVIATIONS ABBREVIATION DESCRIPTION A, AMP AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CO CONDUIT ONLY CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CU COPPER DEMO DEMOLITION/DEMOLISH DISC DISCONNECT EC ELECTRICAL CONTRACTOR EGC EQUIPMENT GROUNDING CONDUCTOR ELEV ELEVATOR EM, EMER EMERGENCY EMT ELECTRICAL METALLIC TUBING FBO FURNISHED BY OTHERS GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HP HORSEPOWER ID INTERIOR DESIGNER IES ILLUMINATING ENGINEERING SOCIETY IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA IMC INTERMEDIATE METALLIC CONDUIT J-BOX JUNCTION BOX kcmil THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT KWH KILOWATT HOUR MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NECA NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFC NATIONAL FIRE CODE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OFCI OWNER FURNISHED CONTRACTOR INSTALLED PF POWER FACTOR 0, PH PHASE PNL PANEL SW SWITCH XFMR TRANSFORMER T-STAT THERMOSTAT TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE V VOLT OR VOLTAGE VA VOLT AMPERE W WATT WP WEATHERPROOF A F F I N I T I AFFINITI STUDIOS 1027 S RAINBOW BLVD #288 LAS VEGAS, NV 89145 702.338.2612 tlas ssociates Af a AMOOILfN �bN7laflOntlwl MO hind M. BNw� w wkx s9000 W8_ _A_ 8�'� Y r11111iA�rIM! Edmonds Townhomes 8029 238th St. SW Edmonds, WA ~ ra 04M RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N� 10VIMOrp NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date ATL Sheet Title LIGHTING COVER SHEET Scale Sheet Number LTO.00 LUMNAIRE SCHEDULE (Edmonds Townhome) FIXTURE FIXTURE FIXTURE MANUFACTURER NO. OF LAMP FIXTURE FIXTURE REMARKS QTY. TAG DESCRIPTION MODEL NUMBER LAMPS TYPE VOLTAGE WATTAGE WALL SCONCE 4 A LITHONIA LIGHTING 1 3000K 120 35 CONTRACTOR TO PROVIDE ADDITIONAL FITTINGS, CONNECTORS, MOUNTING HARDWARE, DSW1—LED-20C-530-30K—TFTM—MVOLT 4066 LUMEN AND COMPONENTS NECESSARY TO CREATE AN OPERABLE SYSTEM AS SHOWN ON THE LED INCLUDED ELECTRICAL AND ARCHITECTURAL PLANS. ETL WET LISTED. 3" LED WAFER 4 B LITHONIA LIGHTING 1 3000K 120 8 CONTRACTOR TO PROVIDE ADDITIONAL FITTINGS, CONNECTORS, MOUNTING HARDWARE, WF3—LED-30K—MW 550 LUMEN AND COMPONENTS NECESSARY TO CREATE AN OPERABLE SYSTEM AS SHOWN ON THE LED INCLUDED ELECTRICAL AND ARCHITECTURAL PLANS. CYLINDER LED WALL SCONCE 2 C V2 LIGHTING 1 3000K 120 8 CONTRACTOR TO PROVIDE ADDITIONAL FITTINGS, CONNECTORS, MOUNTING HARDWARE, L4LS—N—N—W-13-83-30-60 700 LUMEN AND COMPONENTS NECESSARY TO CREATE AN OPERABLE SYSTEM AS SHOWN ON THE FINISH BY ARCHITECT LED INCLUDED ELECTRICAL AND ARCHITECTURAL PLANS. CSA—US WET LISTED. WALL SCONCE 4 D LITHONIA LIGHTING 1 3000K 120 46 CONTRACTOR TO PROVIDE ADDITIONAL FITTINGS, CONNECTORS, MOUNTING HARDWARE, DSW1—LED-20C-700-30K—TFTM—MVOLT 5172 LUMEN AND COMPONENTS NECESSARY TO CREATE AN OPERABLE SYSTEM AS SHOWN ON THE LED INCLUDED ELECTRICAL AND ARCHITECTURAL PLANS. NOTES: 1. ALL LAMPS SHALL BE PROVIDED BY THE CONTRACTOR AND BE OF THE SAME MANUFACTURER, UNO. 2. CONTRACTOR IS RESPONSIBLE TO VERIFY TYPE OF CONSTRUCTION AT EACH FIXTURE LOCATION AND PROVIDE THE REQUIRED TRIMS AND MOUNTING ACCESSORIES/KITS FOR APPLICATION. 3. PROVIDE ALL NECESSARY SUPPORTS INDEPENDENT OF CEILING SYSTEM AS REQUIRED PER CODES AND ORDINANCES. 4. RECESSED FIXTURES IN FIRE RATED CEILINGS AND AIR PLENUMS SHALL BE APPROVED FOR THE FIRE RATINGS OF THE CEILING OR SHALL BE FULLY ENCLOSED IN A FIRE RATED HOUSING OR STRUCTURE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 5. VERIFY EXIT SIGN LOCATIONS AND DIRECTIONAL ARROWS WITH ARCHITECT'S FINAL EGRESS PLAN AND AUTHORITY HAVING JURISDICTION PRIOR TO ORDERING EQUIPMENT. RECORD ANY CHANGES ON RECORD DRAWINGS. 6. EXIT SIGNS SHALL BE PROVIDED WITH MAINTENANCE FREE NICKEL CADMIUM BATTERY PACK, SOLID STATE STARTING UNIT AND SELF DIAGNOSTICS. 7. WHERE A BATTERY BACKUP BALLAST IS INDICATED, PROVIDE TEST SWITCH INTEGRAL TO FIXTURE HOUSING, REMOTE TEST SWITCHES ARE NOT ACCEPTABLE. 8. VERIFY ALL FIXTURE COLORS AND FINISHES WITH ARCHITECT, INTERIOR DESIGNER AND LIGHTING DESIGNER PRIOR TO SUBMITTING BID. 9. PROVIDE SEPARATE NEUTRAL CONDUCTORS TO EACH DIMMED CIRCUIT SWITCH LEG. DO NOT SHARE NEUTRAL CONDUCTORS IN DIMMED CIRCUITS. 10. PROVIDE AN UNSWITCHED CONDUCTOR TO ALL EXIT SIGNS AND EMERGENCY BATTERY BALLASTS. 11. ALL LAMPS AND LUMINAIRES TO BE HIGH EFFICACY RATED WITH A MINIMUM OF 60 LUMENS PER WATT. 12. PROVIDE ADDITIONAL CONTROL WIRES FOR ALL 0-10V LUMINAIRES. DATE: 8/17/2018 A F F I N I T I I I U 0 1 0 S AFFINITI STUDIOS 1027 S RAINBOW BLVD #288 LAS VEGAS, NV 89145 702.338.2612 tlas saociates Afte rwAonW 612�0 hind Dr. BNw�� wrM��pbon �9000 110aAaS Y ww.&MIgid Edmonds Townhomes 8029 238th St. SW Edmonds, WA RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date ATL Sheet Title LUMINAIRE SCHEDULE Scale Sheet Number LTO. 0 1 GENERAL NOTES (THIS SHEET ONLY) 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF LIGHTING FIXTURES. 2. PROVIDE ADDITIONAL 0-10V WIRING FOR ALL 0-10V DIMMING LUMINAIRE. 3. REFER TO GENERAL NOTES ON SHEET LT0.00 FOR CONDUIT AND WIRE SIZES REQUIRED FOR VOLTAGE DROP. 4. PROVIDE REQUIRED LIGHTING TRANSFORMERS AND COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO ROUGH —IN. PROVIDE ACCESS PANELS AND OVERCURRENT PROTECTION AS REQUIRED. 5. LUMINAIRES TO BE CIRCUITED TO BUILDING HOUSE POWER. 6. LUMINAIRES TO BE CONTROLLED VIA AN ASTRONOMICAL TIMECLOCK WITH OPERATING TIMES TO BE COORDINATED WITH SEASONAL SUNRISE/SUNSET AS DEFAULTS OR AS REQUIRED BY OWNER. WORK NOTES (THIS SHEET ONLY) MOUNT LUMINAIRE 'A' AT 10'-0" AFF. O2 MOUNT LUMINAIRE 'B' AT 10'-0" AFF. O3 MOUNT LUMINAIRE 'C' AT 18'-0" AFF. ® MOUNT LUMINAIRE 'D' AT 12'-0" AFF. ,LIGHTING PLAN - SITE SCALE: 1 /8" = V-0" A F F I N I T I o I U D I 0 C AFFINITI STUDIOS 1027 S RAINBOW BLVD #288 LAS VEGAS, NV 89145 702.338.2612 tlas Becciatee Afte I " rwAonW aw hind Or. BNw� w1111111111101 �9000 20aAaS Y �dkvdIM! Edmonds Townhomes 8029 238th St. SW Edmonds, WA RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date ATL Sheet Title LIGHTING PLAN SITE Scale Sheet Number LT1.00 8„ W 4 O� zo o o�37ul oo W 120o00IJ + + + + + + + + °- - "T 1 0.5 0.8 1.1 1.5 2.0 2.7 3.1 3.2 no 3.7 +a 9 +a a + *2 1 � ❑ + + + + V 0.6 0.6 0. 0. p: + + + + + + + + + +5.6 +5. °+ 20' UN PANTFZ� MR .3 3.2 3.9 4.1 5.1 +6.2 .5 +. + 1o'x11'5 + * + + +0.9 +1.0 +1. 1 T + + + + 3.4 4.3 4.9 5. + + + + 1.8 1.9 1. 1.5 1.11 FSHED�PARK NG+ + + + °° 3.9 4.8 5.1 5. G' S' �--.. DINING POR + + + + L M 15"X8'11 2.9 2.8 2. 21 + + + + + C 16'1X13'8 L A@ 10' + + + 1.8 2.5 .3 4.3 5.1 5.2. L L 1 +6.9 11 J+52 Q ❑ 4.4 3.2 3. 2.6 + + + + + + + 1.3 1.9 2.5 .3 4.5 5.4 5.6 +7.4 20' UN PANT O +77 1o'x11'5 +4.1 +4.0 +3. +2.8 O +1.4 +1.9 +2.5 +3.3 +4.4 +5.5 +6.0 6. 7.3 -- Oo +3.9 +4.0 +3. +3.1 2. + + + + + + + NIT # 1.4 2.0 2.6 3.4 4.6 5.6 5.8 .2 W ...DINING POR +4.4 +4.1 +4.1 +�3.3 2. + + + + + + + W FLM 15'1X8'11 °° 1.4 2.1 2.8 3.7 4.8 5.6 5.6 5.8 16'1X13'8 Oo �- + � +4. .6 2. @51®' �C + + + + + + 1.4 2.0 2.8 3.6 4.7 .6 5.7 &.2 +7.1 +5.1 +2.9 +2 Q ❑ +7.5 +5.5 ° 20' UN PANT +5.7 + a 4.7 .7 2 10'x11'5 + + + + + + *7 8 +a 6 + + 1.4 1.9 2.6 3.3 4.5 .5 5.9 .7 + + + 4.6 48 .8 2 + + + + + + l� °°fj.4IN° 1.3 1.9 2.5 3.3 4.4 5.9 .4 �°�° �C? 1 0 1�JV V + + + 71rbN 4.6 49 0 .0 3 00 + + + + DININ POR +1.3 +1.8 2.5 3.3 4.5 +5.3 5.5 44M 15'1X8'11 16'1X13'8 6.1 51 -4.1 2 00 + + + + + + + Oo A@10' N 1.2 1.7 2.4 3.2 4.2 5.0 5.2 6.2 5., 2.9 2 +6.7 +5.3 +2.9 +2 El + + Q uN PANT 6.9 5.� + 5 1 + 4.1 2 + + + + + + + +6.9 +4.9 �. 20' 10'x11'5 1.1 1.5 2.0 2.7 3.7 4.6 5.1 5. CIB �Oo °° 5.8 5.2 5.0 4.1 2 +0.9 +1AV4°A.4 +3.3 + 1 +4.6 OO�L �C� ��q°og � vt&I � 4 4.7 +4.8 + .8 2. + + + + + + �p + 0.8 1.2 1.6 2.2 3.1 3.6 3.7 4. DINING POR ' 311 fL M o° 15'1X8'11 +5 4.7 + .5 + .5 + + + + + 16'1X13'8 1.9 2.4 2.8 2.7 2.7 A @ 0 + + + + uu .5 4.2 3.9 .1 2.1 IF .3 + .1 +6.2 +10.2 +10.3 +6.5 +2.8ID ++ \lJj"J+pB + + + 7 + 1.7 + 2.0 + 2.0 + 1 . 2.7 + .7 +7.1 +10.9 +11.1 +7.4 +4.0 +5.0 +9 �PMR TE A C I� + + + + + + + + + + + + �� 7 3.2 .3 .8 1. O2. .2 � 01.1 +8.2 +6.1 3.9 3.3 4.5 7.0 8.5 7.4 + .7 + 1.3 + 1.5 + 1.4 + 1. 3 + .3L+3).0(�: J1� �am + .2 + -NI, 2.5 2.1 2.0 2.2 2.7 3.0 2.7 .0 + 1 +2.3 + + .4 1.9 1 20.00U 125L F o °° CONC @ I 9% D GENERALNOTES (THIS SHEET ONLY) 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF LIGHTING FIXTURES. 2. PROVIDE ADDITIONAL 0-10V WIRING FOR ALL 0-10V DIMMING LUMINAIRE. 3. REFER TO GENERAL NOTES ON SHEET LT0.00 FOR CONDUIT AND WIRE SIZES REQUIRED FOR VOLTAGE DROP. 4. PROVIDE REQUIRED LIGHTING TRANSFORMERS AND COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE ACCESS PANELS AND OVERCURRENT PROTECTION AS REQUIRED. 5. LUMINAIRES TO BE CIRCUITED TO BUILDING HOUSE POWER. 6. LUMINAIRES TO BE CONTROLLED VIA AN ASTRONOMICAL TIMECLOCK WITH OPERATING TIMES TO BE COORDINATED WITH SEASONAL SUNRISE/SUNSET AS DEFAULTS OR AS REQUIRED BY OWNER. WORKNOTES (THIS SHEET ONLY) 0 xxx PHOTOMETRICS VALUES Activity Zone Average(fc) 5.1 Maximum(fc) 11.6 Minimum(fc) 1.7 Max/Min 6,8:1 Average/Min 3.0:1 Driveway Average(fc) 3.4 Maximum(fc) 6.9 Minimum(fc) 0.5 Max/Min 13.8:1 Average/Min 6,8:1 Parking Average(fc) 3.3 Maximum(fc) 6.7 Minimum(fc) 0.5 Max/Min 13.4:1 Average/Min 6.6:1 Porch Average(fc) 4.2 Maximum(fc) 7.8 Minimum(fc) 2.1 Max/Min 3.7:1 Average/Min 2.0:1 DESIGN PARAMETERS Activity Zone - Social Area, LZ1 Average(fc) 5.0 Average/Min 4.0:1 Driveway Average(fc) 3.0 Average/Min 15.0:1 Parking Average(fc) 3.0 Minimum(fc) 0.5 Average/Min 15.0:1 Porch - Canopied Entry - Medium Activity, Average(fc) 1.0 Minimum(fc) 0.5 Average/Min 2.0:1 C� o pv o o 037° u 500v V �� u °��° RN��°�� C C (Ul n n �� n/\ n rff)n n n0�' n1 1 1 nnnn1 1 F,\ 1nlLll 11 F F I N I T S i°° I O S LIGHTING PLAN - SITE - PHOTOMETRICS SCALE: 1 /8" = V-0" 0' 2' 4' 8' 16' 3 AFFINITI STUDIOS 1027 S RAINBOW BLVD #288 LAS VEGAS, NV 89145 702.338.2612 tlas ate, Afte A e- c -le N I du v w anW a1�0 h u or. wad-1-gbon s�00a 14 _ am V Edmonds Townhomes 8029 238th St. SW Edmonds, WA pi*d rna 04= RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NRIq�dY�01M NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date ATL Sheet Title LIGHTING PLAN SITE - PHOTOMETRICS Scale Sheet Number LT3.00 A — — i ■ SITE PLAN SCALE: 1 /8"= 1'-0" APPROVED BY PLANNING �F 4rN3. J� 4 PROJECT DATA: ADDRESS 8029 238TH St., SW, Edmonds, WA PARCEL. 253000-0050, 253000-0051 ZONE CG—GENERAL COMMERCIAL OCCUPANCY R3 TYPE TYPE OF VB CONSTRUCTION LEGAL FRUITLAND ACRES TO LAKE BALLINGER DESCRIPTION BILK 001 D-00 S 10OFT LOT 20 PROJECT TEAR DOWN EXISTING HOUSE AND CONSTRUCTION OF4 NEW TOWN DESCRIPTION HOMES W/ TWO ATTACHED GARAGE EACH UNIT ON THIS TWO JOINT PROPERTIES LOT ALLOWABLE: 55% COVERAGE LOT SIZE: 13,001 SF STRUCTURES COVERAGE % 3209 / 13,001=36.2% TOTAL LOT SIZE :0.29 ACRE DENSITY 10-24 UNITS/ACRE 2.9-6.96 UNITS ALLOWED, ACTUAL IS 4 UNITS ALLOWED ACTUAL SETBACKS MIN STREET 10' 10' MIN SIDE/REAR 0' 5' BASE HEIGHT ALLOWED: 75' ACTUAL: 35' MAX FLOOR AREA NONE BUILDING GROSS FLOOR AREA: AREA 1ST LEVEL: 935 SF 2ND LEVEL: 912.8 SF TOTAL 1847.8 SF NOT INCLUDE GARAGE 544 SF OPEN SAPCE, 5% OF BUILDING FOOTPRINT HALL BE AMENITY SPACE. LANDSCAPING 1052X4XO.05= 210.4 SQFT 10% REQUIRED AMENITY SHALL BE PLANTINGS (21 SQFT) 100 SF PRIVATE AMENITY SPACE IS PROVIDED AT EACH UNIT ( SEE SITE PLAN) PARKING GUEST PARKING: 0.25 PER UNIT REQUIRED, TOTAL REQUIRED 1 PARKING PROVIDED 1 GUEST PARKING 0.75 PER UNIT FOR LESS THAN 700 SQFT 1.25 PER UNIT FOR 700-1100 SQFT 1.75 PER UNIT FOR 1100 SQFT ABOVE 2 REQUIRED EACH UNIT PROVIDED 2 PARKING IN THE GARAGE.(END UNIT 1 PARKING W/1 SHARED PARKING) PROJECT NOTES: 1. Demolition work under separate permit 2. Refer to civil construction plans with the separate fill/grade permit BLD2021-0356 tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmail.com wwwAtlasal.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 REG1$TEAEp A"rrE�T nse\arc P.JP iTATf 4TA&M TON RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: ACity Permit Comments Revision-1 NO. ISSUED FOR DATE © 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title SITE PLANS Scale Sheet Number A 1m0 z A4.1Cl) n 3 n5 86' 8$' 21'-8" 21'-8" 21'-8" 21'-8" 11'-2" 2,6 A6.0 TYP D4 I I I I I I I I I I 3 ONE CAR GARAGE I I I I I I I I I I I I I TWO CAR GARAGE I I I I I I I I I I I I TWO CAR GARAGE I I I I I I I I I I I I TWO CAR GARAGE WALL AND CEILING FROM 112 GARAGE TO LIVING AREA I I HAS 1 HR SEPARATION (PER TABLE R302.5) REFER I I I I I I I I I I I TO A.4.1, TYP FOR ALL I I UNITS I HD TYP FOR ALL NEW I I I I I I I I I I I UNITS I I I I I I I I I I I I V-3/4" SOLID CORE POOR I I I I I I I I I I I I I WITH SELF CLOSIN� HINGES- WITH ALU !NUM SILLS, SWEEP, ANDI I I I I I I I WEATHERSTRIPPING TYP------- J FOR ALL UNITS. L--- ----------------------j L-------------------------J L---------------------------� 3' 6" 7'-4" ELEC CHARGING STATION ELEC CHARGING STATION O O _ 9 011 13 41 00 co co F F co o o (n coQ co o 2co 68 R Q Q Q0 of ^ O O � � O N � 0 � j� in 7 5 3 1Cn Y Y I N LU I I Y ,U P L _j L UP UP L -1 L UP , 1 11 W 7. _ 0 0 - I I I ICommon walls separat ng townhouse units shall be assigned a fire -resistance rating in •accordance with Item 1 or 2. The common wall shared by two townhouse units shall be • !constructed without plu Bing or mechanical equipment, ducts or vents in the cavity of the ! • common wall. The wall shall be rated for fire exposure from both sides and shall extend to • land be tight against exterior walls and the underside of the roof sheathing. Electrical ! ■ Installations shall be in accordance with WAC 296-46B Electrical Safety Standards, • !Administration, and Installation. Penetrations of the membrane of common walls for ! electrical outlet boxes shall be in accordance with Section R302.4. !Where a fire sprinklers stem in accordance with Section P2904 is provided, the common ! ■wall shall be not less than a 1-hour fire -resistance -rated wall assembly tested in !accordance with ASTMI E119, UL 263 or Section 703.3 of the International Building Code. ! ��A - hem d fire spinklei systemi i accuidance with Suction P2904 is not provided, tile !common wall shall be not less than a 2-hour fire -resistance -rated wall assembly tested in ! I 'accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code.' I I F------------ - - - - - I - - - - r-------------------- I I I I I I I I I I I I I I I NOTE: ALL UNITS #1-4 ARE SAME LAYOUT, MAY MIRRORED, DETAILS AND DIMENSIONS ARE TYPICAL OF ALL UNITS. PLAN NOTES: 1. USE CONVENTIONAL FRAMING AND SHEATHING U.N.O. 2. ALL EXTERIOR WALLS TO BE 2x6 FRAMING U.N.O. ALL INTERIOR WALLS TO BE 2x4 FRAMING U.N.O. 3. ALL DOOR JAMBS TO BE SET OFF WALLS 6" TYP. U.N.O. DOOR HT. AT THIS FLOOR IS 6'-8", TYP. 4. ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. 5• ALL EXHAUST FANS ARE TO VENTED TO OUTSIDE. 6. ALL SMOKE DETECTORS MUST BE PROVIDED w/ PRIMARY POWER FROM BUILDING WIRING, PROVIDED w/ BATTERY BACKUP, AND BE INTERCONNECTED. 7-ESCAPE (EGRESS) WINDOW MUST HAVE A CLEAR OPENABLE AREA OF 5.7 S.F. w/ A MINIMUM NET CLEAR HEIGHT OF 24" AND WIDTH DIMENSION OF 20". THE SILL HEIGHT MUST NOT BE MORE THAN 44" ABOVE THE FLOOR. 8. ALL EXTERIOR COLUMNS, BEAMS, AND JOISTS THAT ARE EXPOSED TO THE WEATHER MUST BE PRESSURE -TREATED. 9.SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT SURFACE TO NOT LESS THAN 70" ABOVE THE DRAIN PER IBC SECTION 1210.2.3 AND 72" PER IRC SECTION 307.2 BASEMENT FLOOR PLAN SCALE: 1 /4" = 1'-0" 10. WATER-RESISTANT BACKING IS REQUIRED WHERE SHOWER & WATER CLOSET WALLS WILL BE FINISHED WITH TILE OR WALL PANELS. WHERE WATER RESISTANT GYPSUM IS USED A VAPOR BARRIER SHALL NOT BE USED. IBC SECTION 2509 AND 1210.2 11. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY AND IN BASEMENTS. * OPENABLE W/O KEYS OR SPECIAL TOOLS * MIN. 5.7 SF NET CLR OPENABLE AREA * MIN. 24" NET CLR OPENABLE HEIGHT * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44"FINISHED SILL HEIGHT IRC SECTION R310 & IBC SECTION 1029. 12. WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH IRC SECTION M1507.3.1 THROUGH M1507.3.7 13. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED W/ A VENTILATION SYSTEM COMPLYING W/ SECTION M1507.3.4, M1507.3.5,M1507.3.6 OR M1507.3.7. COMPLIANCE IS ALSO PERMITTED TO BE DEMOSTRATED THROUGH COMPLIANCE W/ THE INTERNATIONAL MECHANICAL CODE 403.8 (M1507.3) 14. STAIR LIGHTING ALL STAIRWAYS SHALL BE PROVIDED WITH LIGHT SOURCES. LIGHT ACTIVATION CONTROLS SHALL BE ACCESSIBLE AT THE TOP AND BOTTOM OF INTERIOR STAIRWAYS AND WITHIN DWELLING UNIT FOR EXTRIOR STAIRS IRC SECTIONS R303.7 & R303.8 15. WHERE REQUIRED, GUARDRAILS MUST BE DESIGNED AND INSTALLED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTIONS AT ANY POINT ON THE HANDTAIL OR TOP RAIL AND TRANSFER THAT LOAD THROUGH THE SUPPORT TO THE STRUCTURE IN ACCORDANCE WITH ASCE 7-10. THE CONNECTION OF THE GUARDRAIL/HANDRAIL SUPPORT POST SHALL BE CAPABLE OF RESISTING ALL RESULTING LOADS. ENERGY NOTES: 1. ALL EXTERIOR NEW WALLS SHALL HAVE R21 BATT INSULTATION 2. NEW ROOF @TRUSS SHALL HAVE R49 INSULATION 3. ALL NEW WINDOW SHOULD HAVE U FACTOR 0.30 OR BETTER. 4. NEW SLAB ON GRADE FOR ADDITION SHALL HAVE R10 RIGID INSULATION. 5. ENERGY CREDITS : A. 3d - 1 CREDIT- HIGH EFFICIENCY HVAC EQUIPMENT : COLEMAN 96% AFUE MULTI -POSITION GAS FURNACE. MODEL # TM9Y100C 16MP11. B. 5c-1.5 EFFICIENT WATER HEATING: HOT WATER TANK: RINNAI TANKLESS, MODEL #RL751N. C. 2b-1.0 CREDIT -AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: -REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX. -ALL WHOLE HOUSE VENTILATION SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINI SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.70. NEW ATTACHED GARAGES: A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURE AND HUMjDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLING. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S < INSTRUCTIONS. !IRC. R314.2.3) . . . . . . . . . . . . VENTILATION REQUIREMENTS: LOCAL EXHAUST ( M1507.4) BATHS, TOILET ROOMS & LAUNDRY ROOM KITCHENS 50 CFM INTERMITTENT 100 CFM INTERMITTENT -PROVIDE MANUAL SWITCH, DEHUMIDISTAT, TIMER OR OTHER MEANS OF CONTROL. -RANGE HOOD: EXHAUST TO EXTERIOR INDEPENDENT OF ALL OTHER DUCTS. PROVIDE A BACK DRAFT DAMPER (IRC M1503) -PROVIDE CLOTHES DRYER EXHAUST DUCT INDEPENDENT OF ALL OTHER DUCTS. -TERMINATE EXHAUST OPENING AT NOT LESS THAN 3 FEET FROM PROPERTY LINES, MIN. 3 FT FROM OPENING INTO THE BUILDING , (IRC M1506.3) -EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITS, RIDGE VENTS, OR CRAWL SPACES. INTAKE & OUTLETS: - DO NOT EXHAUST DIRECTLY ONTO WALKWAYS. LOCATE INTAKE OPENINGS 10 FT MIN. FROM NOXIOUS CONTAMINANTS (IRC R303.5) - PROVIDE CORROSION -RESISTANT SCREEN AND PROTECT FROM LOCAL WEATHER CONDITIONS ( IRC R303.6) - PROVIDE A BACKDRAFT DAMPER. - ARROW INDICATES DIAGRAMMATIC VENTING DIRECTION. WHOLE HOUSE (IRC M1507.3 and IRC Table M1507.3.3(1)): :A ) Unit 1, 2, 3 , 4 are 75 CFM CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION. 04 MIN 4 SI SCREENED OURDOOR AIR INLET -WALL PORT OR WINDOW VENT A REQUIRED - PROVIDE 24 HOUR CLOCK TIMER CONTROL. - PROVIDE SCREENED OUTDOOR AIR INLETS OF 4 SQ IN PER HABITABLE ROOM -WALL PORT OR WINDOW VENT AS REQUIRED.. - WHF FAN TO BE MAXIMUM 1.0 SONE ( IRC M1507.3.4.2) LEGEND 2 HR RATED WALL BETWEEN UNITS TYP. REFER TO DETAILS 12,14,15,16/A6.0 NEW 2X6 WALL / EXTERIOR NEW 2X4 WALL / INTERIOR bas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmail.com wwwAtiasal.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 ARCHITECT TM��NQTOIN RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: ACity Permit Comments Revision-1 '3 3/9/2022 City Permit Comments Revision-3 NO. ISSUED FOR DATE © TLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title BASEMENT FLOOR PLAN Scale) /�if - �1-011 Sheet Number I I I I I 2 1 2 A4.1 3 4 5 86' 8" 21'-8" 1'-8" 21'-8" 21'-8" 6'-0" 5'-6» 2,6 W4 �-oTYP 4 Q (a Q Fe re I ID C, 3'-6" 7'-4„ KITCHEN PANTRY I o C-4 2668 DR 9 8 7 6 5 4 3 2 1 8111 Wk 73=11' 0' UP ^ I 50 CFM fAR® BON AUNDRY MONOXIDE [ 5 CFM ALARM HOUSE FAN WHOLE 2668 DR 1S. S.D. KITC EN PANTRY DN w UP 50 CFM ❑ LAUN CARBON MONOXIDE ALARM 75 CFM WHOLE HOUSE FAN 110V 2668 DR OWDER S.D. WDER 50 CFM N 50 CFM in LIVING RM DN DN PANTRY PANTRY UP [:�] 51 N50 CFM CARBON ® � MONOXIDE LAUNDR` 5 CFM ALARM WHO EHOUSE FAN 110V S.D. 50 CFM ® - LAUND OWDER50 M 5 FM POWL rQ I LIVING RM �� r� Fq) UP CARBON MONOXIDE ALARM 75 CFM WHOLE HOUSE FAN 110V S.D. LIVING RM X C 0r W CV O CY w B 2u-) A4.1 W6 �41 ENTRANCE EN RANCE ENTRANCE ENTRANCE 7'-4" W5 D1 elf -01 0 D3 O00 (V I I co Common walls separating townhouse units shall be assigned a fire- nce rating in 7'-4" accordance with Item 1 or 2. The common wall shared by two townhouse units shall be I constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the ■common wall. The wall shall be rated fior fire exposure from both sides and shall extend to■ 2 land be tight against exterior walls and the underside of the roof sheathing. Electrical I A4.1 ■ installations shall be in accordance with WAC 296-46B Electrical Safety Standards, ■ (Administration, and Installation. Penetrations of the membrane of common walls for I ■electrical outlet boxes shall be in accordance with Section R302.4. ■ I Where a fire sprinkler system in accordance with Section P2904 is provided, the common I NOTE: ALL UNITS #14 ARE SAME LAYOUT, MAY MIRRORED, DETAILS AND DIMENSIONS ARE 1ST FLOOR PLAN ■ wall shall be not less than a 1-hour fire -resistance -rated wall assembly tested in ■ TYPICAL OF ALL UNITS. 1 laccordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code. SCALE: 1 /4" = 1'-0" ' Where a fire sprinkler system in accordance with Section P2904 is not provided, the ■ common wall shall be not less than a 2-hour fire -resistance -rated wall assembly tested in ■ PLAN NOTES: 1. USE CONVENTIONAL FRAMING AND SHEATHING U.N.O. 10. WATER-RESISTANT BACKING IS REQUIRED WHERE SHOWER & WATER CLOSET WALLS WILL BE FINISHED WITH TILE OR WALL PANELS. WHERE WATER RESISTANT GYPSUM IS 15. WHERE REQUIRED, GUARDRAILS MUST BE DESIGNED AND INSTALLED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTIONS AT ANY POINT VENTILATION REQUIREMENTS:■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■ WHOLE HOUSE (IRC M1507.3 and IRC Table M1507.3.3(1)): 1 Unit 1, 2, 3 , 4 are 75 CFM CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION. LOCAL EXHAUST ( M1507.4) 2. ALL EXTERIOR WALLS TO BE 2x6 FRAMING U.N.O. ALL INTERIOR WALLS TO BE 2x4 USED A VAPOR BARRIER SHALL NOT BE USED. ON THE HANDTAIL OR TOP RAIL AND TRANSFER THAT LOAD THROUGH THE FRAMING U.N.O. IBC SECTION 2509 AND 1210.2 SUPPORT TO THE STRUCTURE IN ACCORDANCE WITH ASCE 7-10. THE CONNECTION BATHS, TOILET ROOMS & LAUNDRY ROOM 50 CFM INTERMITTENT MIN 4 SI SCREENED OURDOOR AIR INLET -WALL PORT OR WINDOW VENT AS ®4 OF THE GUARDRAIL/HANDRAIL SUPPORT POST SHALL BE CAPABLE OF RESISTING REQUIRED 3. ALL DOOR JAMBS TO BE SET OFF WALLS 6" TYP. U.N.O. DOOR HT. AT THIS FLOOR IS 11 EMERGENCY ESCAPE AND RESCUE OPENINGS ALL RESULTING LOADS. KITCHENS 100 CFM INTERMITTENT 6'-8", TYP. SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY AND IN - PROVIDE 24 HOUR CLOCK TIMER CONTROL. BASEMENTS. ENERGY NOTES: -PROVIDE MANUAL SWITCH, DEHUMIDISTAT, TIMER OR OTHER MEANS OF CONTROL. - PROVIDE SCREENED OUTDOOR AIR INLETS OF 4 SQ IN PER HABITABLE ROOM -WALL 4. ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. * OPENABLE W/O KEYS OR SPECIAL TOOLS -RANGE HOOD: EXHAUST TO EXTERIOR INDEPENDENT OF ALL OTHER DUCTS. PROVIDE PORT OR WINDOW VENT AS REQUIRED.. * MIN. 5.7 SF NET CLR OPENABLE AREA 1. ALL EXTERIOR NEW WALLS SHALL HAVE R21 BATT INSULTATION A BACK DRAFT DAMPER (IRC M1503) - WHF FAN TO BE MAXIMUM 1.0 SONE ( IRC M1507.3.4.2) 5• ALL EXHAUST FANS ARE TO VENTED TO OUTSIDE. 6,ALL SMOKE DETECTORS MUST BE PROVIDED w PRIMARY POWER FROM BUILDING / *MIN. 24"NET CLR OPENABLE HEIGHT * MIN. 20"NET CLR OPENABLE WIDTH * MAX. 44"FINISHED SILL HEIGHT 2. NEW ROOF @TRUSS SHALL HAVE R49 INSULATION 3. ALL NEW WINDOW SHOULD HAVE U FACTOR 0.30 OR BETTER. 4. NEW SLAB ON GRADE FOR ADDITION SHALL HAVE R10 RIGID INSULATION. -PROVIDE CLOTHES DRYER EXHAUST DUCT INDEPENDENT OF ALL OTHER DUCTS. -TERMINATE EXHAUST OPENING AT NOT LESS THAN 3 FEET FROM PROPERTY LINES, MIN. 3 FT FROM OPENING INTO THE BUILDING , (IRC M1506.3) WIRING, PROVIDED w / BATTERY BACKUP, AND BE INTERCONNECTED. IRC SECTION R310 & IBC SECTION 1029. 5. ENERGY CREDITS : A. 3d - 1 CREDIT- HIGH EFFICIENCY HVAC EQUIPMENT : COLEMAN 96% -EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITS, RIDGE VENTS, LEGEND 12. WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH OR CRAWL SPACES. 7-ESCAPE (EGRESS) WINDOW MUST HAVE A CLEAR OPENABLE AREA OF 5.7 S.F. w/ A IRC SECTION M1507.3.1 THROUGH M1507.3.7 AFUE MULTI -POSITION GAS FURNACE. MODEL # TM9Y100C 16MP11. A MINIMUM NET CLEAR HEIGHT OF 24" AND WIDTH DIMENSION OF 20". THE SILL HEIGHT 13. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED WI A VENTILATION SYSTEM B. 5c-1.5 EFFICIENT WATER HEATING: HOT WATER TANK: RINNAI 2 HR RATED WALL BETWEEN UNITS TYP. REFER MUST NOT BE MORE THAN 44" ABOVE THE FLOOR. COMPLYING W/ SECTION M1507.3.4, M1507.3.5,M1507.3.6 OR M1507.3.7. COMPLIANCE IS ALSO TANKLESS, MODEL #RL751N. INTAKE &OUTLETS: TO DETAILS 12,14,15,16/A6.0 g, ALL EXTERIOR COLUMNS, BEAMS, AND JOISTS THAT ARE EXPOSED TO THE WEATHER PERMITTED TO BE DEMOSTRATED THROUGH COMPLIANCE W/ THE INTERNATIONAL MECHANICAL C. 2b-1.0 CREDIT -AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: - DO NOT EXHAUST DIRECTLY ONTO WALKWAYS. LOCATE INTAKE MUST BE PRESSURE -TREATED. CODE 403.8 (M1507.3) OPENINGS 10 FT MIN. FROM NOXIOUS CONTAMINANTS (IRC R303.5) NEW 2X6 WALL / EXTERIOR 14. STAIR LIGHTING ALL STAIRWAYS SHALL BE PROVIDED WITH LIGHT SOURCES. LIGHT ACTIVATION -REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX. - PROVIDE CORROSION -RESISTANT SCREEN AND PROTECT FROM LOCAL 9. SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH SHOWERS SHALL BE CONTROLS SHALL BE ACCESSIBLE AT THE TOP AND BOTTOM OF INTERIOR STAIRWAYS AND -ALL WHOLE HOUSE VENTILATION SHALL BE MET WITH A HEAT RECOVERY WEATHER CONDITIONS ( IRC R303.6) FINISHED WITH A SMOOTH NON-ABSORBANT SURFACE TO NOT LESS THAN 70" ABOVE WITHIN DWELLING UNIT FOR EXTRIOR STAIRS VENTILATION SYSTEM WITH MINI SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.70. - PROVIDE A BACKDRAFT DAMPER. NEW 2x4 WALL / INTERIOR THE DRAIN PER IBC SECTION 1210.2.3 AND 72" PER IRC SECTION 307.2 IRC SECTIONS R303.7 & R303.8 - ARROW INDICATES DIAGRAMMATIC VENTING DIRECTION. tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmail.com wwwAtiasai.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 84M REGISTERED A"RECT .1 march p.JPG iTATf OF WASHINGTON RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: ACity Permit Comments Revision-1 &` 3/9/2022 City Permit Comments Revision-3 NO. ISSUED FOR DATE cQ 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title FIRST FLOOR PLAN Scale 1/4 /4�� - J �-011 Ll A2m 1 PLAN NOTES: 1. USE CONVENTIONAL FRAMING AND SHEATHING U.N.O. 2. ALL EXTERIOR WALLS TO BE 2x6 FRAMING U.N.O. ALL INTERIOR WALLS TO BE 2x4 FRAMING U.N.O. 3. ALL DOOR JAMBS TO BE SET OFF WALLS 6" TYP. U.N.O. DOOR HT. AT THIS FLOOR IS 6'-8", TYP. 4. ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. 5• ALL EXHAUST FANS ARE TO VENTED TO OUTSIDE. 6, ALL SMOKE DETECTORS MUST BE PROVIDED w/ PRIMARY POWER FROM BUILDING WIRING, PROVIDED w/ BATTERY BACKUP, AND BE INTERCONNECTED. 7-ESCAPE (EGRESS) WINDOW MUST HAVE A CLEAR OPENABLE AREA OF 5.7 S.F. w/ A MINIMUM NET CLEAR HEIGHT OF 24" AND WIDTH DIMENSION OF 20". THE SILL HEIGHT MUST NOT BE MORE THAN 44" ABOVE THE FLOOR. 8, ALL EXTERIOR COLUMNS, BEAMS, AND JOISTS THAT ARE EXPOSED TO THE WEATHER MUST BE PRESSURE -TREATED. 9.SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT SURFACE TO NOT LESS THAN 70" ABOVE THE DRAIN PER IBC SECTION 1210.2.3 AND 72" PER IRC SECTION 307.2 2 Kitchens 100 cfm 30 cfm A4.1 I !Bathrooms ■ Toilet Rooms 50 cfm 20 cfm TABLE M1505.4.4(2) ■ NOTE: ALL UNITS #14 ARE SAME LAYOUT, MAY MIRRORED, DETAILS AND DIMENSIONS ARE 2 N D FLOOR PLAN- 2 TYPICAL OF ALL UNITS. SCALE: 1 /4" = 1'-0" 10. WATER-RESISTANT BACKING IS REQUIRED WHERE SHOWER & WATER CLOSET WALLS WILL BE FINISHED WITH TILE OR WALL PANELS. WHERE WATER RESISTANT GYPSUM IS USED A VAPOR BARRIER SHALL NOT BE USED. IBC SECTION 2509 AND 1210.2 11. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY AND IN BASEMENTS. * OPENABLE W/O KEYS OR SPECIAL TOOLS * MIN. 5.7 SF NET CLR OPENABLE AREA * MIN. 24" NET CLR OPENABLE HEIGHT * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44"FINISHED SILL HEIGHT IRC SECTION R310 & IBC SECTION 1029. 12. WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH IRC SECTION M1507.3.1 THROUGH M1507.3.7 13. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED W/ A VENTILATION SYSTEM COMPLYING W/ SECTION M1507.3.4, M1507.3.5,M1507.3.6 OR M1507.3.7. COMPLIANCE IS ALSO PERMITTED TO BE DEMOSTRATED THROUGH COMPLIANCE W/ THE INTERNATIONAL MECHANICAL CODE 403.8 (M1507.3) 14. STAIR LIGHTING ALL STAIRWAYS SHALL BE PROVIDED WITH LIGHT SOURCES. LIGHT ACTIVATION CONTROLS SHALL BE ACCESSIBLE AT THE TOP AND BOTTOM OF INTERIOR STAIRWAYS AND WITHIN DWELLING UNIT FOR EXTRIOR STAIRS IRC SECTIONS R303.7 & R303.8 15. WHERE REQUIRED, GUARDRAILS MUST BE DESIGNED AND INSTALLED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTIONS AT ANY POINT ON THE HANDTAIL OR TOP RAIL AND TRANSFER THAT LOAD THROUGH THE SUPPORT TO THE STRUCTURE IN ACCORDANCE WITH ASCE 7-10. THE CONNECTION OF THE GUARDRAIL/HANDRAIL SUPPORT POST SHALL BE CAPABLE OF RESISTING ALL RESULTING LOADS. ENERGY NOTES: 1. ALL EXTERIOR NEW WALLS SHALL HAVE R21 BATT INSULTATION 2. NEW ROOF @TRUSS SHALL HAVE R49 INSULATION 3. ALL NEW WINDOW SHOULD HAVE U FACTOR 0.30 OR BETTER. 4. NEW SLAB ON GRADE FOR ADDITION SHALL HAVE R10 RIGID INSULATION. 5. ENERGY CREDITS : A. 3d - 1 CREDIT- HIGH EFFICIENCY HVAC EQUIPMENT : COLEMAN 96% AFUE MULTI -POSITION GAS FURNACE. MODEL # TM9Y100C 16MP11. B. 5c-1.5 EFFICIENT WATER HEATING: HOT WATER TANK: RINNAI TANKLESS, MODEL #RL751N. C. 2b-1.0 CREDIT -AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: -REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX. -ALL WHOLE HOUSE VENTILATION SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINI SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.70. VENTILATION REQUIREMENTS: LOCAL EXHAUST ( M1507.4) BATHS, TOILET ROOMS & LAUNDRY ROOM KITCHENS 7 ■ ■ ! ating in shall be avity of the ;common wall. I ne wall snail be rated t r tire exposure trom both sines and shall extend to■ Iand be tight against exterior walls and t e underside of the roof sheathing. Electrical ■ installations shall be in accordance with WAC 296-46B Electrical Safety Standards, ■ (Administration, and Installation. Penetrations of the membrane of common walls for . electrical outlet boxes shall be in accordance with Section R302.4. ■ I Where a fire sprinkler system in accordance with Section P2904 is provided, the common -wall shall be not less than a 1-hour fire -resistance -rated wall assembly tested in • (accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code. Where a fire sprinkler system in accordance with Section P2904 is not provided, the ■ (common wall shall be not less than a 2-hour fire -resistance -rated wall assembly tested in 'accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code.' 50 CFM INTERMITTENT 100 CFM INTERMITTENT -PROVIDE MANUAL SWITCH, DEHUMIDISTAT, TIMER OR OTHER MEANS OF CONTROL. -RANGE HOOD: EXHAUST TO EXTERIOR INDEPENDENT OF ALL OTHER DUCTS. PROVIDE A BACK DRAFT DAMPER (IRC M1503) -PROVIDE CLOTHES DRYER EXHAUST DUCT INDEPENDENT OF ALL OTHER DUCTS. -TERMINATE EXHAUST OPENING AT NOT LESS THAN 3 FEET FROM PROPERTY LINES, MIN. 3 FT FROM OPENING INTO THE BUILDING , (IRC M1506.3) -EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITS, RIDGE VENTS, OR CRAWL SPACES. INTAKE & OUTLETS: - DO NOT EXHAUST DIRECTLY ONTO WALKWAYS. LOCATE INTAKE OPENINGS 10 FT MIN. FROM NOXIOUS CONTAMINANTS (IRC R303.5) - PROVIDE CORROSION -RESISTANT SCREEN AND PROTECT FROM LOCAL WEATHER CONDITIONS ( IRC R303.6) - PROVIDE A BACKDRAFT DAMPER. - ARROW INDICATES DIAGRAMMATIC VENTING DIRECTION. WHOLE HOUSE (IRC M1507.3 and IRC Table M1507.3.3=- A Unit 1, 2, 3 , 4 are 75 CFM CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION. 04 MIN 4 SI SCREENED OURDOOR AIR INLET -WALL PORT OR WINDOW VENT AS REQUIRED - PROVIDE 24 HOUR CLOCK TIMER CONTROL. - PROVIDE SCREENED OUTDOOR AIR INLETS OF 4 SQ IN PER HABITABLE ROOM -WALL PORT OR WINDOW VENT AS REQUIRED.. - WHF FAN TO BE MAXIMUM 1.0 SONE ( IRC M1507.3.4.2) LEGEND A 2 HR RATED WALL BETWEEN UNITS TYP. REFER TO DETAILS 12,14,15,16/A6.0 NEW 2X6 WALL / EXTERIOR NEW 2X4 WALL / INTERIOR tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmall.com wwwAtiasai.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 ARICH a arch p.JPG RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: A` City Permit Comments Revision-1 '& 3/9/2022 City Permit Comments Revision-3 NO. ISSUED FOR DATE cQ 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title SECOND FLOOR PLAN Scale 1/4 /4�� - J �-011 Sheet Number A2m2 MAX HEIGHT LIMIT — — — — — — — — — ELE 488.7' I 2 A4.1 I TOP RIDGE +/-24'-0" I I TOP ROOF PLATE +/- 19'-0"L-11LIQ L I J O I Ld Q r�-) w o x W3 SECOND FLOOR + - 11' 0" — — — I EE0 0 \ 0 0 0 0 MAIN FLOOR t 0' 0" D1 \-)I/ �F=�l 1 11111 I IELE 453.7' WEST ELEVATION SCALE: 1 /4" = 1'-0" MAX HEIGHT I IMIT ELE 488.7' 1 A4.1 2 12 — — — - TOP RIDGE +/-24'-0" 3/12 0 Q 2/12 3/12 °° O Ln H now TOP ROOF PLATE +/- 19'-0" c J O � I 2 CD o r7 w m x Q SECOND FLOOR +/- 11' 0" CD I W5 MAIN FLOOR f 0' O' = APPROVED BY PLANNING ELE 454.12' AVERAGE G DE ' 8/18/2022 ELE 453.7 • 0 I 0 2 NORTH ELEVATION SCALE: 1 /4" = 1'-0" BASEMENT FLOOR -10' 0" ELE 444.12' i \ i i i W2 tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtanagmail.com wwwAtlasai.net SeaTac Townhomes 15250 30th Ave. S. SeaTac, WA project no: 113017 8� RECOsTERED ARCHITECT 3TA1 oftSTAN IkOTpN RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision N0. ISSUED FOR DATE © 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title EXTERIOR ELEVATIONS Scale J /4if — J 1- TOP RIDGE +/-24'-0" 00 LO TOP ROOF PLATE +/— 19'-0" 0 I SECOND FLOOR +/— 11' 0" I 0 I 0 I ELE 424' ELE 434 JUfR — I ELE 424 TOP RIDGE +/-25'-8" I m 110702111 A.1 2/12 3/12 ,F 00 . I Ln HH TOP ROOF PLATE + — 20'-0" Lp J F _ o 0 Q � 00 0 I SECOND FLOOR +/— 110" 0 112 OF b I L�MAIN FLOOR f 0 0" �o ELE 434' 433 5 i ELE 430' AVERAGE GRADE ELE 429.9' ELE 429.25' dK ELE 428' 2 SOUTH ELEVATION BASEMENT FLOOR —10' 0" E. " ELE 424' I zL A 36 FT 0 0 wW 3 /12 ■II / \ W8 8 SOFT ELE 426' TOP RIDGE +/-25.6' ao HH TOP ROOF PLATE +/— 20.6 C I SECOND FLOOR +/— 12.6' MAIN FLOOR f 1.6' _ io ELE 434' I MAIN FLOOR f 0' 0" ELE 434' 0 I 0 EAST ELEVATION SCALE: 1 /4" = 1'-0" NOTE: GLAZING ALONG SOUTH SIDE MEET 50% OF BUILDING AREA, BETWEEN 2' AND 10' IN HEIGHT, AS MEASURED FROM SIDE WALK: TOTAL AREA: 453 SF GLAZING AREA: 117+36.5+86=235.5 SF PERCENTAGE: 52% > 50% AVERAGE GRADE LOCATION ELE. NW CORNER 434.2' NE CORNER 428' SE CORNER 426.5 SW CORNER 431 AVERAGE GRADE 429.9 HEIGHT LIMIT 75 MAX HEIGHT 504.9' —IU U ELE 424' tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmail.com wwwAtlasal.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 ARICHRECT a arch p.JPG am— � � TAN RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE cQ 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title EXTERIOR ELEVATIONS Scale 1/4 /�if — J 1-0 11 Sheet Number TOP RIDGE +/-25.6' 00 i HH TOP ROOF PLATE +/- 20.6' I SECOND FLOOR +/- 12.6' MAIN FLOOR f 1.6' _ ELE 434' ROOF ASSEMBLIES: ROOF 3/12 R1 CR 1�2f12- � - COMPOSITION SHINGLES TOPRIDGERIDGE +/-25.6' I - 0/#15 FELT I - SHEATHING AND NAILING PER STRUCTURE 00 11; I 9 - VENTING PER PLAN -H N I A6.0 i a,- W/ BATT INSULATION (R-49) N I - TJI'S PER STRUCTURAL TOP ROOF PLATE +/- 20.6' � - - - - 8" GWB CEILING I ROOF DECK R2 �� - WOOD ROOF DECK A6.0 - 2X PPT SLEEPER MEMBRANE BATH 1 W2) MASTER BATH - WOOD -FRAMED SLOPE (SLOPE PER PLANS) GUEST RM - SHEATHING AND NAILING PER STRUCTURE VENT PER PLANS F3 _ BATT INSULATION (R-38) SECOND FLOOR- 12.6' _ - ROOF FRAMING PER PLAN - 5" GWB CEILING FLOOR ASSEMBLIES: SLAB ON GRADE F1 0 KITCHEN PANTRY LAUNDRY POWDER ENTRENCE - FLOOR FINISH PER PLANS - CONC. SLAB PER STRUCT - PROVIDE CONTROL JOINTS - 10 MIL. VAPOR BARRIER W2) 3,4 - R-10 RIGID INSULATION (@ CONDITIONED AREA UNDER nF4 A6.0 ENTIRE SLAB AND AT PERIMETER) MAIN FLOOR f 1.6' U U U - 4' MIN BASE COURSE OF CLEAN GRAVEL FILL Dsrr :.� . , . , .:...: - PER STRUCTURAL _ ELE 43 MAIN FLOOR f 0' 0" - COMPACTED FILL ELE 434' -� GARAGE SEPERATION F2(F - FINISH FLOOR PER PLANS 3 - SHEATHING & NAILING PER STRUCT. - FLOOR JOISTS PER STRUCT CD; .7 - R-38 BATT INSULATION @ GARAGE INSTALL IN CONTACT GARAGE:: WITH SHEATHING ABOVE ��o. W4 - 8" TYPE "X" GWB 2 BUILDING SECTION 2 SCALE: 1 /4" = 1'-0" UPPER INTERIOR FLOOR - FINISH FLOOR PER PLANS - SHEATHING & NAILING PER STRUCT. - FLOOR JOISTS PER STRUCT - SOUND ATTENUATING BATT INSULATION - (1) LAYER OF 2" GWB WALL ASSEMBLIES: EXTERIOR WALL (W1) - SIDING PER ELEVATION - 2" PRESURE TREATED PLYWOOD RIPPED TO 3" STRIPS - (1) LAYER MOISTURE BARRIER - SHTG & NAILING PER STRUCT. 2X6 @ 16" O.C. - R-21 BATT INSULATION - 8" GWB TYPICAL INTERIOR PARTITION ( Z f r" GWB - 2X4 @ 16" O.C. - 8" GWB ( W3' 2HR PARTY WALL (SEE DETAIL 12/A6.0) $" TYP 'X' GWB (2 LAYERS) 2" PLYWOOD 2X4 STAGGERED STUDS @ 16" O.C. W/ R-21 INSUL. 5" TYPE 'X' GWB (2 LAYERS) CONC RETAINING WALL ( W4' - CONC RETAINING WALL PER STRUCTURE - W/ DAMPPROOFING - 1X3 WOOD FURRING 16" O.C.FASTEN TO WALL - W/ 2"-3" THICK RIGID INSULATION - $" GWB W/ PVA PRIMER CRAWL SPACE FLOOR FINISH FLOOR PER PLANS - SHEATHING & NAILING PER STRUCT. - FLOOR JOISTS PER STRUCT - R-30 BATT INSULATION - NO MOIST BARRIER tlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 v gengtanagmail.com wwwAtlasal.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 84M REGISTERED A"RECT .1 march p.JPG STATE OF WASHINGTON RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: & 3/9/2022 City Permit Comments Revision-3 NO. ISSUED FOR DATE cQ 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title BUILDING SECTIONS Scale 1/4 /�if — J 1-0 11 Sheet Number A4m SLOPE 12 PER PLAN TYPICAL ROOF - COMPOSITION ROOFING O/ROOFING UNDERLAYMENT O/ROOF TRUSS AT 24" O.C. EVENT BLOCK WITH (3) 2"0 SCREENED VEN E 2X2 TRIM 2X8 FA CIA XTERIOR SIDING PER ELEVATION 1 D1 1 UPPER ROOF EAVE 1 1-1/2 --0, TOP FLASHING: OVER ROOFING AND OVER onTTnM FLASHING, ATTACH 4 N FLASHING: INSTALL UNDER ROOFING OVER ROOF UNDERLAYMENT 6 u? M FACED BATT INSULATION; INSTALL FACING TOWARDS INTERIOR T.O. SHEATHING SEE ELEV. BEAM PER STRUCTURAL R-38 BATT INSULATION; INSTALL IN CONTACT W/ SHEATHING ABOVE FOAM GASKET, FIBER CEMENT PANEL TYP �7 CONTINUOUS STRIP VENT SEALANT & BACKER ROD W1 2 SOFFIT @ WALL 1-1/2 -1 -0 SLAB ON GRAD OR PAVERS PER SITE PLAN EXPANSION JOINT 11"TREAD; PROVIDE SLIP RESISTANT STRIP OR GROOVES ° d d d ° ° / 4CROSS SLOPE TREAD 2% MAX j ° d 4 1/2" RADIUS OR BEVEL ° ° x 11 " TYP . . REINFORCE PER STRUCTURAL4. \ NOTES: d \\//\ \ a. -CONSTRUCT OUTDOOR \//\//\\/\\/\\/\ STAIRS SO THAT WATER WILL \\/ NOT ACCUMULATE ON a WALKING SURFACE. -SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 3 T.O. CIP CONC. STAIRS 1-1/2"=1'4' EXTERIOR @ GRADE NOTES: -CONSTRUCT OUTDOOR STAIRS SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACE. 11" TREAD; PROVIDE SLIP -SEE STRUCTURAL DRAWINGS RESISTANT STRIP OR FOR MORE INFORMATION GROOVES ° d �. tl > d ° d d CROSS SLOPE TREAD 2% MAX ° a 1/2" RADIUS OR BEVEL \\ \ 4 d . d. °„ EXPANSION JOINT 11"TYP SLAB ON GRADE OR ° ° d ° PAVERS PER SITE PLAN \\/\\/\\/\\/\//\//\\\\ \ d //\//\///\ a � d ° a d. ° ° L / REINFORCEMENT PER STRUCTURAL 4 B.O. CIP CONC. STAIRS 1-1/2 -1 -0 EXTERIOR @ GRADE OMPOSITION ROOFING OVER ROOF SHEATHING JZ7TL. RAKE FLASHING 2X OUTRIGGERS 2X2 1X3 TRIM AT 24" O.C. EXTEND BACK TO 2X8 FASCIA NEXT TRUSS RAISED HEEL TRUSSES AT ET-1OR HOLD 4" O.C. O.H. PER PLANSDOW TOP CHORD OF LE TRUSS ABLE ENDFOR OUTRIGGERS ZINULTRUSS TOP PLATE 17 TYP. ROOF/CLG. z s U�LCE ASSEMBLY ING •: EXTERIOR „......:.;:.:.•.:.:.... �.:.,...,:....,..: 17 UNIT � TYP. EXTERIOR WALL D1 5 EXTERIOR WALL AT ROOF 1-1/2 -1 -0 _--�m; m EXTEND WRB OVER g VERTICAL LEG OF FLASHING u- W T.O. SHEATHING SEE ELEV. FACED BATT INSULATION; INSTALL FACING TOWARDS INTERIOR BEAM PER STRUCTURAL 6 SOFFIT@ EDGE 1 1-1/2 --0, NOTE: GUARDRAIL TO RESIST 50 lb/If & 200 lb CONCENTRATED LOAD. POWDER COATED ALUMINUM & GLASS GUARDRAIL; SEE D1 FOR ADDITIONAL REQUIREMENTS 2% SLOPE FOAM GASKET,---' cal TYP PARAPET @ ROOF DECK INSECT SCREEN 24 GA. GALV. METAL FLASHING; PROVIDE 4" VERTICAL FLASHING; PROVIDE 4" VERTICAL LEG + 1/2" DRIP EDGE FIBER CEMENT PANEL eONTINUOUS STRIP VENT R-38 BATT INSULATION; INSTALL IN CONTACT W/ SHEATHING ABOVE T.O. GUARDRAIL SEE ELEV. 9 6.0 T.O. PARAPET SEE ELEV. T.O. DECK SEE ELEV. EXTEND ROOF MEMBRANE UP PARAPET WALL --MEMBRANE BASE FLASHING; INSTALL OVER PROTECTION BOARD AT RDWO —VENT ROOF & PARAPETS, 2" 0 HOLES @ 4" O.C.; 5 HOLES PER TRUSS BAY T.O. PLATE W1 SEE ELEV. ICommon walls separating townhouse units shall be assigned a fire -resistance rating in ■accordance with Item 1 or 2. The common wall shared by two townhouse units shall be ■ (constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the I common wall. The wall shall be rated for fire exposure from both sides and shall extend to land be tight against exterior walls and the underside of the roof sheathing. Electrical I ■ Installations shall be in accordance with WAC 296-46B Electrical Safety Standards, ■ (Administration, and Installation. Penetrations of the membrane of common walls for I . electrical outlet boxes shall be in accordance with Section R302.4. ■ I Where a fire sprinkler system in accordance with Section P2904 is provided, the common I -wall shall be not less than a 1-hour fire -resistance -rated wall assembly tested in ■ accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code. ■ Where a fire sprinkler system in accordance with Section P2904 is not provided, the ■ common wall shall be not less than a 2-hour fire -resistance -rated wall assembly tested in 'accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code. ■ COMPOSITION SHINGLES OVER ROOF SHEATHING SEE S SHEETS FOR 2X4 VENT BLOCK TRUSS BLOCKING 12 CONNECTION PER ROOF PLAN rn U) LL Z)0Q 0 Of 0Y J O O Q 0- (If 2 J C) w LIZO =�O Z SIDING OVER SHEATHING ETAL FLASHING 2X8 FASCIA 1 D1 9 OVERHANG W/RAISED HEEL 1-1/2 -1 -0 1 1-1 /2"=1'-0" TYPICAL T.O. SHEATHING SEE ELEV. FACED BATT INSULATION; NSTALL FACING TOWARDS INTERIOR XTEND WRB OVER VERTICAL LEG OF FLASHING ........................................................................................................................................... FOAM GASKET, INSECT SCREEN TY GALVANIZED METAL FLASHING W/ HEMMED DRIP EDGE; ALIGN FLASHING W/ WINDOW HEAD FLASHING BEYOND, TYPICAL AT EACH FLOOR EXTEND WRB BEHIND VERTICAL LEG OF FLASHING 11 CONTINUOUS FLASHING 1-1/2 -1 0 WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3820 GENERIC 2 HOUR 55 to 59 STO GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND Base layer WS" 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" ox. on separate plates 1" apart with 6d coated nails, 1 7/8" long, 0.085" shank, 114" heads, 24" o.c_ Face layer 518" type X gypsum wallboard or gypsum veneer base applied at right angles to each side oath 8d coated nails, 2 3!8" long, 0.100" shank, 114" heads, 8" o.c. Joints staggered 16" each Mayer and side. Sound tested with 3 112` glass fiber Insulallan stapled to studs in stud spaces on one side and with nails for base layer spaced 6" o.c. Hcrlaontal bracing required at mid -height. (LOAD -BEARING NO OPENINGS WITHIN 4'-0" OF CENTER LINE EITHER SIDE PER IRC R302.2.2 FIRE -RETARDANT TREATED PLYWOOD 4'-0" EITHER SIDE OF CL. ACOUSTIC MINERAL WOOL FIREBLOCKING NO OPENINGS WITHIN 4'-0" OF CENTER LINE EITHER SIDE PER IRC R302.2.2 CENTER LINE OF COMMON WALL 14 PARTY WALL @ ROOF 1-1/2 -1 -0 I W3 ACOUSTIC CAULK M LL COMPOSITION ROOFING OVER ROOF SHEATHING EXTEND FIRE PARTITION TO ROOF SHEATHING TRUSS HANGER PER STRUCTURAL " AIRSPACE BEAM PER FRAMING PLAN T.O. SHEATHING SEE PLANS (4) PIECES OF BLOCKING AT EACH FLOOR, TYP. CONT. RIM JOIST PER STRUCTURAL BETWEEN BEARING POINTS ACOUSTIC 'ACOUSTIC CAULK CAULK MINERAL WOOL FIREBLOCKING NON -BEARING BEARING SITUATION W3 SITUATION 15 PARTY WALL 1-1/2 -1 0,@ WDFLOOR d d ° I W3 I P.T. WOOD PLATE AND ANCHOR BOLT PER STRUCTURAL ACOUSTIC CAULK T.O. SLAB a d d ° . ..d 16 4. °' d d °. °\//\\//\\// \\\ \\ �/\ \\/ d °/\\///\% d a d.j\/< Thickness: 10 W4" ApprarWeight 1 Fire s P 4135 ° d: d d (FM VVP 360, 91-27-74) Sound Test; NGC 3056. 4-7-70 4 ° 4. °d ° °d TYP. 2HR COMMON WALL ASSEMBLY N.T.S PARTY WALL @ SLAB 1-1 /2"=1'-0" ° d SEE ELEV. NOTE: NO PLUMBING OR MECHANICAL ALLOWED IN 2 HR WALL FILTER FABRIC 3/4" WASHED ROCKS 4" EXTERIOR PERF. DRAIN TIED TO STORM LINE atlas ssociates Atlas Associates International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtanagmail.com wwwAtiasal.net Emonds Townhomes 8029 238th St. SW Emonds, WA project no: 043018 'vICTREa IS5 Archltec ch aMp,JP RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision 3/9/2022 City Permit Comments Revision-3 NO. ISSUED FOR DATE Oc 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG Sheet Title EXTERIOR DETAILS Scale Sheet Number 6mO Edmonds Townhomes Product Recommendations C2DG Job #2022023 Document Date: February 1, 2022 # Item Description Manufacturer Product 1 Underslab Vapor Retarder Vapor retarder directly below slab -on -grade at occupied spaces and any locations with floor finishes. Fortifiber Moistop Ultra 10 Applied in a minimum of (2) coats for a 120 wet mils Tremco, Inc. TREMProof 250GC thickness when used to waterproof foundation for Cold Applied below grade parking / conditioned spaces, provide 2 Waterproofing & manufacturers drain mat and protection board as Dampproofing required for warranty. Applied at 60 mils Waterproofing at back sides of planter and retaining walls that are not against enclosed spaces. CETCO Waterstop RX (bentonite) Akwastop (hydrophillic rubber) 3 Waterstops Bentonite waterstops at all below grade and exposed Swellstop (bentonite) and Hydrotite concrete joints at living or occupied space. Greenstreak (chloroprene rubber) TREMCO, Inc. Superstop Carlisle Coatings and CCW Miradrain 6200XL Dimpled plastic drainage panels with woven filter Waterproofing Inc. 4 Drain Mat (vertical) fabric applied over (or behind) bentonite CETCO Aquadrain 15XP waterproofing at backfilled foundations and retaining walls. TREMCO, Inc. TREMDrain 1000PF Dorken Delta Drain Class III Vapor Retarder Assembly (less than or equal to Per Architect Per Architect 10 perms): PVA Primer and 2 coats of latex paint. Based on information gathered by the Department of Vapor Barrier Energy and the Building Science Corporation latex 5 (Exterior Walls) coating assemblies over drywall do not exceed 10 perms and most often in the 3.5 to 6.1 perms range. https://wwwl.eere.energy.gov/buildings/publications/ pdfs/building_america/building_materials_property_ta ble.pdf Breathable membrane behind exterior cladding (over Fortifiber Weathersmart Drainable sheathing) that prevents water intrusion through the 6 Air Barrier wall assemblyand allows the wall to breathe (vapor to ( p Tyvek Commercial Wrap D escape). When installed with taped or sealed laps. Window wrap at jambs and head, run at least 1" past Fortifiber Fortiflash 25 mil 7 Penetration Wrap interior face of window; provides for interior air barrier seal and directs water to sill pan. Tyvek Straightflash To form conformable sill pan per manufacturer with Fortifiber Fortiflex Butyl metal or wood support for backdam to form sill pan 8 Penetration Wrap Sill Pan and penetration flashing at window openings, door Tyvek Flexwrap NF jambs and head as well as penetration flashing at other areas. At door sills, soldered sheet metal sill pans are utilized. Fo Self -adhering underlayment used under metal roofing Grace Products, Inc. Ice and Water Shield High Temperature and copings that will withstand temperatrues without 9 Underla ment Y softening or degrading. Will require metal flashing tie Henry Company Blueskin PE 200 HT in or counter flashing when adjacent to PVC roofing / deck membrane. Exterior latex "hybrid" sealant at fiber cement OSI Quad Max 10 Exterior Sealants products, vinyl window frames, areas that require sealant to be painted with exterior latex paint. Sealant around the flange of window and door frames Fortifiber Moistop Sealant or Air Barrier Tape 11 Air Barrier Sealant to penetration wrap and joints in air barrier materials required as part of the continuous air barrier. Dow Corning, Inc. All -Guard Elastomeric Coating Breathable elastomeric paint coating for exterior Momentive Performance SilSheild SEC2400 12 (paint) cast -in -place concrete to be painted. Materials Steep Slope Roofing Non -asphaltic polypropylene construction or asphaltic GAF Tigerpaw 13 Underlayment SBS sheet fiberglass reinforced, ASTM D226 and ASTM Malarkey Right Start UDL IKO RoofGard Cool Grey D6757 GAF Weatherwatch 14 Ice & Water Shield Self -adhered 60 mil, SBS Polymer modified, ASTM Malarkey Arctic Seal 401 D1970 for application over eaves and valleys IKO Stormshield Ice & Water Protector Composition shingles for steep slope application UL GAF Timberline HD Malarkey Legacy 273 15 Steep Slope Roofing Class A, Self Sealing Algae & Moss Resistant, ASTM D3462 IKO CAMBRIDGE Un-Highlighed: Equal products, each manufacturer or product listed is comparable. Light Blue Highlight: Upgrade or preferable selection. SHEET INDEX BUILDING ENCLOSURE BE0.00 PRODUCT MATRIX, CERTIFICATION, INDEX BE0.01 BE AIR BARRIER CERTIFICATION NOTES, AND SCHEDULE BE0.02 AIR BARRIER DETAILS BE3.01 BELOW GRADE DETAILS BE4.01 AT GRADE AND PODIUM DETAILS BE5.01 WINDOW AND SLIDER WRAP SEQUENCE BE5.02 WINDOW DETAILS BE7.01 SWING DOOR WRAP SEQUENCE BE9.01 KNIFEPLATE WRAP SEQUENCE BE9.02 PENETRATIONS WRAP SEQUENCE AND DETAILS BE9.03 PENETRATIONS DETAILS BE10.01 WALL AND TRANSITION DETAILS BE12.01 TYPICAL ROOF DETAILS BE12.02 TYPICAL ROOF DETAILS BE12.03 TYPICAL ROOF DETAILS BE12.04 TYPICAL ROOF DETAILS GENERAL NOTES: 1. AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION (AAMA) / FENESTRATION & GLAZING INDUSTRY ALLIANCE (FGIA) CERTIFIED WINDOWS ONLY ACCEPTED. 2. WINDOWS MUST MEET A PERFORMANCE GRADE OF PG30 OR GREATER. ENGROSSED HOUSE BILL 1848 / RCW 64.55 CERTIFICATION THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF SECTION RCW 64.55.05 THROUGH RCW 64.55.090" 6888 REGISTERED ARCHITECT 7JHN BRAD MIN GUE STATE OF WASHINGTON NOTE: THIS PROJECT REQUIRES THE INSPECTION OF BUILDING ENCLOSURE ASSEMBLIES AND MATERIALS. A FINAL LETTER STATING THAT THE BUILDING WAS CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE APPOROVED BUILDING ENCLOSURE DESIGN DOCUMENTS PER RCW 64.55.050 AND RCW 65.55.060 IS REQUIRED FOR A CERTIFICATE OF OCCUPANCY FLASHING SCHEDULE ITEM GAGE LAPS OR SEAMS FINISH WINDOW + DOOR HEAD 26 SOLDERED END DAMS PRE -FINISHED STEEL (PRE -FIN) FLASHING 2 PC FULLY SOLDERED ENDS WINDOW & WINDOW WALL 24 6" LAPS SET IN 3 BEADS (GALVANIZED SHEET METAL) GSM SILL PANS SEALANT DOOR SILL PANS 24 1 PC FULLY SOLDERED NO GSM (GALVANIZED SHEET METAL) LAPS MATCH STOREFRONT STOREFRONT PANS FRAMES FULLY WELDED NO LAPS ANODIZED ALUMINUM FULLY SOLDERED 2 PC KNIFE PLATE FLASHING 24 FLASHING LAPPED + SET GSM (GALVANIZED SHEET METAL) TOGETHER IN SEALANT DRIP FLASHINGS / KICK 24 6" LAPS SET IN SEALANT PRE -FINISHED OUT FLASHINGS UTILITY BOX CAP FLASHING 24 FULLY SOLDERED BGSM EXHAUST VENT HOODS 24 LAPPED AND RIVETED PRE -FINISHED EXHAUST VENT FLANGES 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) STOREFRONT CURB FLASHING (INDEPENDENT 22 4" LAPS SET IN 3 BEADS ANODIZED ALUMINUM OF PAN) SEALANT COUNTER FLASHING 24 4" LAPS PRE -FINISHED STEEL REGLETS 22 4" LAPS GSM COPINGS 24 STANDING SEAMS PRE -FINISHED STEEL COPING CLEATS + SPLICE 22 BUTT JOINTS, ALLOW FOR GSM (GALVANIZED SHEET METAL) PLATES EXPANSION BALCONY EDGE FLASHING (WITH TRAFFIC COATING) 24 6" LAPS PRE -FINISHED STEEL BALCONY DECK TO WALL FLASHING (WITH TRAFFIC 24 6" LAPS GSM (GALVANIZED SHEET METAL) COATING) BOOT FLASHINGS 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) SCUPPERS 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) rn 0 IT- E 0 U �J Ca U L CU CL)�o a a- J c 0 a� Q) ■ � � N o c- o CM � � CO o 04 ro Qa� ca C CD M ti O L bil rL3 2476 Westlake Ave N IV Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT '-JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PRODUCT MATRIX, CERTIFICATION, INDEX ISSUE: PERMIT SET ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 BEOnOO rn 0 �% oIT 0 BUILDING ENVELOPE NOTES: co 0 U �cu 1. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS AND SLIDERS PER SHEET BE5.01. °—�� o aj 2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORS PER SHEET BE7.01. N C �, 3. SEE XX / BEX.XX FOR TARGET FLASHING FOR MOUNTING FLAT PLATES TO EXTERIOR WALLS. 4. SEE 11 / BE9.03 FOR FLASHING TERM INATION/KERF AT CONC WALLS (WITHOUT A CAST REVEAL). o 5. SEE 10 / BE9.03 FOR TYPICAL SEALANT JOINT & BACKER ROD. 0 — 6. INSTALL FLASHING LAP JOINTS PER 12 / BE9.03. o 7. PROVIDE FLASHING @ PIPE PENETRATIONS PER 11 / BE9.02. "' N u 8. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONS THAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH LO COLLAR - SUCH AS GAS METER PIPING PER 10 / BE9.02. c CO a� co � o � CV AIR BARRIER (AB) GENERAL NOTES: Q 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 4 REQUIREMENTS OF THE 2018 cn WASHINGTON STATE ENERGY CODE (WSEC). CD Lr) 2. AIR BARRIER TESTING ti O k A. R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A bn PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). FOR THIS TEST ONLY, THE VOLUME OF THE HOME SHALL BE THE CONDITIONED FLOOR AREA IN FT2 (M2) MULTIPLIED BY 8.5 FEET (2.6 M). A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. r,3 B. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. C. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE AND ONLY AFTER ALL ELEMENTS OF THE AIR BARRIER ARE COMPLETED, JOINED AND SEALED. 3. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED 2476 Westlake Ave N0 Suite #12 ,4 IN ACCORDANCE WITH WSEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND Seattle, 98109 t: 206.283.0066 TESTING REPORTS WILL BE PROVIDED TO THE BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. a iinfo@ ross2 : n283 09 dg.com w: www.cross2dg.com 4. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". CROSS 2 DESIGN GROUP 5. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: Archlleclure ■ Building Envelope ■ Design 5.1. WEATHER RESISTIVE BARRIER (WRB) 5.2. PENETRATION FLASHING 5.3. SELF -ADHERED MEMBRANE FLASHING (SAM) AND UNDERLAYMENT COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED 5.4. ROOFING MEMBRANE PROJECT: 5.5. VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS EDMONDS 5.6. ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 5.7. SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WRB MANUFACTURER FOR AIR TOWNHOMES BARRIER INSTALLATION EDMONDS, WA 98026 ENGROSSED HOUSE BILL 1848 / RCW 64.55 CERTIFICATION "THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF SECTION 1 THROUGH 10 OF ENGROSSED HOUSE BILL 1848" WINDOW WRAP NOTES: PENETRATION FLASHING • PENETRATION FLASHING AND PRE -FORMED CORNER BOOTS TO BE WEATHER RESISTIVE BARRIER PER SPECS WEATHER RESISTIVE BARRIER • WRB TO BE INSTALLED PER MFR INSTRUCTIONS TO PROVIDE A CONTINUOUS AIR BARRIER RESUB I►TAPM 1POPO CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \_ ARCHITECT 'JOHN BRAD VI0GUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01 /2022 SHEET DATE: 2/9/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: BE AIR BARRIER CERTIFICATION NOTES, AND SCHEDULE ISSUE: PERMIT SET ORIGINAL SHEET SIZE IS 24"06" I PLOT DATE: 2/9/2022 BE0m01 SEALANT JOINT - DRYWALL PVA PRIMER EXHAUST FAN/ DUCT rn 0 o 0 IT- U cu �% aj BETWEEN SHEETS, TYP. 12" MIN. VERTICAL LAP I INT SEALANT OR SPRAY FOAM - GYP BD N � o 0 �% CV — N COVER PLATE �--� - AIR BARRIER TAPE, TYP. :......:.:.::........ # o `~ . PREFORMED FOAM :.: GASKET T FAN EXHAUS o EO C PVA PRIMER GRILLE CM a� co 0 FIXTURE LIGHT RE G U .:.. : SPRAYFOAM OR SEALANT OR SPRAY c� Q :. : : SEALANT CANT FOAM ELECTRICAL BOX cn 6" MIN GYP BD . Of 4 LO co LAP ::`:,:::! .:. :::.....:. :..:.. .:.:...: ...... . ..:.::..:.::::::::::. .......... . COVER PLATE :.... ::... ..........:. :.:...: ....:.... { ...:..:..:... ...... I PVA PRIMER TIGHT TO GYP �1 WEATHER RESISTIVE BARRIER TAPING AIR BARRIER JOINTS WEATHER RESISTIVE BARRIEF / AIR -BARRIER SEALANT PER ELECTRICAL LECTRICAL BOX 'ER ELECTRICAL QUICKFLASH SEALED & TAPED WEATHER RESISTIVE BARRII / AIR BARRIER SHEATHING BY OTHERS 8 SCALE: N.T.S. k BEO.02 WALL FRAMING BY OTHERS NOTE: 1. DETAIL FOR ALL PARTY AND EXTERIOR WALLS 2. APPLY TO ALL PENETRATIONS AT TOP FLOOR ELECTRICAL AND PLUMBING PENETRATIONS � 6 mu SCALE: 3" = 1'-0" BE0.02 NOTE: ACCEPTABLE PVA PRIMERS: 1. BENJAMIN MOORE SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 2. SHERMAN WILLIAMS INTERIOR LATEX PRIMER + SEALER B28WO800 3. NO PVA SUBSTITUTIONS AIR BARRIER PENETRATION AT TOP FLR CEILING 3 SCALE: Y = 1'-0" BE0.02 SEQUENCE OF INSTALLATION: NOTE: ACCEPTABLE PVA 1. FRAMING (WITH EXTERIOR WALL SHEATHING) PRIMERS: 2. INSTALLATION OF OPEN SPRAY FOAM FROM 1. BENJAMIN MOORE THE INTERIOR SUPER SPEC LATEX WALL ASSEMBLY PER 3. FOAM TIES THE VERTICAL EXTERIOR AIR VAPOR BARRIER PRIMER ARCHITECTURAL BARRIER TO THE INTERIOR CEILING VAPOR AND SEALER 260 WEATHER RESISTIVE AIR BARRIER 2. SHERMAN WILLIAMS BARRIER / AIR -BARRIER PER 4. FURRING STRIP AND THEN CLADDING INTERIOR LATEX PRIMER + SPECS &PLANS SEALER O 800 3. NO PVA SUBSTITUTIONS PER MANUFACTURER MANUFACTURERS WEATHER RESISTIVE BARRIER / AIR -BARRIER SEALANT MANUFACTURERS WEATHER RESISTIVE BARRIER / AIR-BARRIE AIR BARRIER DETAILS 5 SCALE: N.T.S. BE0.02 SEALANT PER ELECTRICAL CABLE PER ELECTRICAL SEALANT FOR AIR BARRIER AS ACCEPTED BY ARCHITECTURAL ONDITIONED SPACE UNCONDITIONED SPACE FIRE "CAN" AS OCCURS, DOES NOT PROVIDE AIR BARRIER SEAL * (EXTERIOR CLADDING AND FURRING NOT 411 +/- SHOWN FOR CLARITY) PVA VAPOR BARRIER --- TAPE OR SEAL I - OPEN CELL TO SOFFIT SHEATHING I SPRAY FOAM WEATHER RESISTIVE I VARIES - 1" MIN NOTE: INTERIOR CEILING BARRIER / AIR AIR BARRIER REQUIRED BARRIER ---/ AT TOP FLOOR ONLY. SEAL GAPS / PENETRATIONS AT TOP EXTERIOR I ` FLOOR CEILING GYP BD. (LIGHT FIXTURES, CEILING FANS, ETC) PER DETAIL 3 SHEATHING AIR BARRIER TRANSITION AT VENTED ROOF / SOFFIT SEQUENCE OF INSTALLATION: 1. FRAMING (WITH EXTERIOR WALL SHEATHING) 2. INSTALLATION OF OPEN SPRAY FOAM FROM THE INTERIOR 3. FOAM TIES THE VERTICAL EXTERIOR AIR BARRIER TO THE INTERIOR CEILING VAPOR AND AIR BARRIER 4. FURRING STRIP AND THEN CLADDING 2 SCALE: 3" = 1'-0" BE0.02 NOTE: INTERIOR CEILING AIR BARRIER REQUIRED AT TOP FLOOR ONLY. SEAL GAPS / PENETRATIONS AT TOP FLOOR CEILING GYP BD. (LIGHT FIXTURES, CEILING FANS, ETC) PER DETAIL 3 * (EXTERIOR CLADDING AND FURRING NOT SHOWN FOR CLARITY) ------------ I - PVA VAPOR INSTALL SEALANT IN ANY SHEATHING GAPS OR JOINTS AT SPRAY FOAM I SECTION WEATHER RESISTIVE BARRIER / AIR BARRIER I I EXTERIOR I BARRIER VARIES - 1" MIN OPEN CELL SPRAY FOAM z--- )Tt NOTE: ACCEPTABLE PVA PRIMERS: 1. BENJAMIN MOORE SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 2. SHERMAN WILLIAMS INTERIOR LATEX PRIMER + SEALER B28WO800 3. NO PVA SUBSTITUTIONS r,j 2476 Westlake Ave N Suite %8 Seattle, WA 98109 t: 206.283.0066 .0972 IPPA4 f: info@cross2dg.com e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \_ ARCHITECT `JOHN BRAD VINQGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01 /2022 SHEET DATE: 2/9/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: AIR BARRIER DETAILS ISSUE: PERMIT SET ORIGINAL SHEET SIZE IS 24"06" I PLOT DATE: 2/9/2022 AIR BARRIER AT ELECTRICAL BOXES SCALE: N.T.S. HORIZONTAL TERMINATION SCALE: N.T.S. AIR BARRIER TRANSITION AT VENTED ROOF SCALE: 3" = 1'-0" BEOmO2 SEALANT OR MASTIC CANT PER WATERPROOFING MANUFACTURER BENTONITE WATERSTOP CONCRETE WALL COLD APPLIED WATERPROOFING, MIN. 2 COATS AND 120 MIL THICKNESS CONTINUOUS DRAIN MAT; PROVIDE BASE DRAIN / GATE AS REQ'D PERIMETER FOOTING DRAIN - BY OTHERS PROTECTION BOARD PER MANUFACTURER FOUNDATION FOOTING rn O IT- E O U �J O Ca U L cu O CL) CU a c ` O O N N � N O c- N L O O C-0 M � � O CO O N ro Ca N Ca C N OM IL bill rL3 2476 Westlake Ave N IV Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: BELOW GRADE DETAILS ISSUE: PERMIT SET FOOTING DRAIN AT BASE OF FOOTING SCALE: 1" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 BE3m01 LAP W.P. ONTO FACE OF PAN EACH END RUN W.P. UP BASE OF SHEATHING +/- 18" PROVIDE CANTS @ OFFSET BETWEEN SHEATHING & CONC. STEP HOT APPLIED' UP FACE OF PT SLAB w/ STEP @ PAN mmf-11VIDE CANT @ OF PAN TO NSITION TO =T SLAB EDGE i FULLY DERED V. PAN PAN IN IOLASTIC 150 )UT BEHIND PAN FLUSH WITH ATHING �L..r1% NT /MASTIC CANT/ WATERPROOFING TRANITIONS AT DOOR PANS 5 SCALE: N.T.S. BE4.01 / 22 GAUGE STAINLESS STEEL FLASHING 1/2" SEALANT OVER EXPANSION STRIP SIDEWALK SLOPE TO DRAIN a a a a HEMMED EDGE- I I I I I I I I I 4---WP3: COLD -APPLIED WATERPROOFING I — SLIDING GLASS DOOR SET SILL PAN IN BED OF SEALANT PRE STRIPE MEMBRANE UNDER PAN RIGID INSULATION SLAB ON GRADE DRAIN MAT SILL PAN FLANGE BEYOND BEAD OF NON -SKINNING BUTYL SEALANT THRESHOLD AS PER ARCHITECTURAL- SET w/ SHIM AS REQUIRED; PRE -FILL FASTENER HOLES W/ SEALANT COLD -APPLIED WATERPROOFING SET SILL PAN IN BED OF SEALANT - SEE 10/BE-002 FOR DETAILS CONCRETE SIDEWALK 2" SEALANT w/ BACKER ROD EXPANSION JOINT MATERIAL TERMINATION BAR WITH SEALANT CRUSHED GRAVEL / COMPACTED SUBSTRATE BENTONITE - SHEET APPLIED MEMBRANE TERMINATION BAR WITH SEALANT DRAIN MAT P.T. SLAB SWING DOOR AT WALK / PAVING 3 SCALE: N.T.S. BE4.01 FINISH FLOOR PER ARCHITECTURAL CLADDING PER ARCHITECTURAL $" x 12" CEDAR FURRING @ 16" O.C. MAX SELF -ADHERING MEMBRANE UV FLASHING SEAL WRB TO FLASHING w/ SEALANT OR SHEATHING TAPE INSECT SCREEN RIGID INSULATION TERM BAR AND SEALANT GRADE BELOW GRADE W.P. DRAIN MAT CONCRETE WALL PER ARCH. PLANTER AT EXTERIOR WALL 2 SCALE: N.T.S. BE4.01 SET BACK OF FRAME TO PAN IN BED OF SESALANT FINISHED FLOOR PER ARCHITECTURAL FT _. a SLOPE / THRESHOLD RAMP FOR ACCESSIBILITY AS REQUIRED; �'' PROVIDE MIN. 1/4" SPACE IN FRONT ° OF THRESHOLD TO ALLOW FOR a a WEEPAGE ° ° a a ° a ° O - - - COLD APPLIED WATERPROOFING _ CONCRETE SLAB AND - O FOUNDATION PER STRUCTURAL m E O O � U U ICU L cu CU 00 c o CD N Cll :3 C=> U) cr) � N o Sri CO Cll co CO g_- CD Cll CV Ca Cll 1-1 Ca cn a� LO co ti rL3 2476 Westlake Ave N Suite . 3. Seattle, WA 98109 P.14 t: 206280066 f: 206.283.0972 e: info@cross2dg.com if w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: AT GRADE AND PODIUM DETAILS ISSUE: PERMIT SET SIDEWALK AT BUILDING WALL 4 SCALE: N.T.S. BE4.01 ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 UNIT TYPE "A" AT GROUND LEVEL PATIO 1 SCALE: N.T.S. BE4.01 BE4.01 NOTES: 1. WEATHER RESISTIVE BARRIER: WEATHERSMART DRAINABLE 2. SHEET SILL APRON FLASHING: FORTIFIBER MOISTOP NEXT (MECHANICALLY ATTACHED FLASHING) 3. SELF -ADHERED FLEXIBLE FLASHING AT SILL: FORTIFIBER FORTIFLEX BUTYL; WITH FORTIFIBER MOISTOP SEALANT AND LIQUID FLASHING 4. SELF -ADHERED JAMB PENETRATION FLASHING: FORTIFIBER FORTIFLASH 25 SELF -ADHERED FLASHING 5. SELF -ADHERED FLASHING AT HEAD AND JAMBS: FORTIFIBER FORTIFLASH 25 6. BUTTERFLY CORNERS: FORTIFIBER FORTIFLASH BUTYL (SELF -ADHERED FLASHING) OR FORTIFIBER MOISTOP CORNER SHIELD 7. INTERIOR PERIMETER WINDOW SEALANT JOINTS FROM WINDOW FRAME TO PENETRATION FLASHINGS AT HEAD AND JAMBS: FORTIFIBER MOISTOP SEALANT 8. EXTERIOR PERIMETER WINDOW SEALANT JOINTS FROM WINDOW FRAME STOREFRONT WINDOW INSTALLATION NOTES �12 SCALE: N.T.S. UNBROKEN FOLDED DAM TO PENETRATION FLASHINGS AT THE HEAD AND JAMBS: FORTIFIBER MOISTOP SEALANT INSTALL 9" SELF -ADHERED FLASHING (FORTIFIBER FORTIFLASH 25) OVER TOP OF SHEET METAL HEAD FLASHING FLANGE METAL HEAD FLASHING WITH FASTENERS INSTALLED AT 12" o/c AT TOP HALF OF VERTICAL LEG; REFER ALSO TO DETAIL 11 W IN � MeM M..\�ilaG\�>a�G�•�i11►R7 26 ga PRE -FINISHED METAL FLASHING w/ 5° SLOPE EPTH FROM NAIL F 111 8 4 TYPICAL SHEET METAL HEAD FLASHING SCALE: N.T.S. %A/r-:ATur-:Q BARRIER AT SI WEATHEI RESISTIVI BARRIER AT F AND JAME 11 BE5.01 CUT WEATHER RESISTIVE BARRIER TO U-SHAPE AND TUCK UNDER SHEET SILL APRON FLASHING AT SILL LAP WEATHER RESISTIVE BARRIER OVER HEAD AND JAMB FLASHING; HORIZONTAL LAPS TO BE 4" MIN. AND VERTICAL LAPS TO BE 12" MIN. STEP I: METAL HEAD FLASHING INSTALLATION INSTALL 4" SELF -ADHERED FLASHING AT JAMBS (FORTIFIBER FORTIFLASH 25) INSTALL STOREFRONT WINDOW PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURER'S INSTRUCTIONS, NOTIFY ENVELOPE CONSULTANT OF DISCREPANCIES INSTALL AN INTERIOR PERIMETER SEALANT JOINT AND BACKER ROD BETWEEN THE WINDOW FRAME AND THE SELF -ADHERED PENETRATION FLASHINGS AT THE HEAD AND JAMBS INSTALL CONTINUOUS SEALANT BETWEEN THE METAL "L" BACK DAM AND WINDOW FRAME; COORDINATE SILL PAN HEIGHT WITH SEALANT INSTALLATION STEP F: WINDOW INSTALLATION AND INTERIOR SCALE: N.T.S. PERIMETER SEALANT JOINT INSTALLATION STEP H: SELF -ADHERED FLASHING AT JAMBS SCALE: N.T.S. INSTALL AN EXTERIOR PERIMETER SEALANT JOINT AND BACKER ROD BETWEEN THE WINDOW FRAME AND THE SELF -ADHERED PENETRATION FLASHINGS AT THE HEAD AND JAM BS SELF -ADHERED PENETRATION FLASHING (FORTIFIBER FORTIFLASH 25) APPLIED INTO THE ROUGH OPENING AND ONTO THE ADJACENT SHEATHING 'yO VERIF' SCALE: N.T.S. STEP E: HEAD PENETRATION FLASHING SCALE: N.T.S. SELF -ADHERED PENETRATION FLASHING (FORTIFIBER FORTIFLASH 25 SELF -ADHERED FLASHING) APPLIED INTO THE ROUGH OPENING AND ONTO THE ADJACENT SHEATHING VERIFY BUTTERFLY CORNER SELF -ADHERED BUTYL TAPE 1 X2�� INST CORM FLAE PRE-I�ir%ljvrr%� I vr«v 5° CORNERS (FORTIFIBER MOISTOP CORNER SHIELD) FOLD SELF -ADHERED FLASHING UP JAMBS INSTALL 9" STRIP OF SELF -ADHERED FLEXIBLE FLASHING (FORTIFIBER FORTIFLEX BUTYL) OVER THE SILL AND JAMBS OF THE ROUGH OPENING; LAP OVER THE HORIZONTAL AND VERTICAL LEGS OF THE BACK DAM; AND APPLY ONTO THE ADJACENT SHEATHING BELOW AND BESIDE THE ROUGH OPENING STEP C: SELF -ADHERED FLASHING AT SILL SCALE: N.T.S. INSTALL A MINIMUM 3/4" HIGH WOOD OR "L" ANGLE METAL BACK DAM AT THE INSIDE FACE OF THE WINDOW FRAME LOCATION; MINIMUM 24 GA GALVANIZED SHEET METAL; COORDINATE BACK DAM HEIGHT WITH SEALANT INSTALLATION BETWEEN WINDOW FRAME AND BACK DAM STEP B: METAL BACK DAM INSTALLATION SCALE: N.T.S. SHEET SILL APRON FLASHING INSTALLE BELOW THE ROUGH OPENIN (FORTIFIBER MOISTOP NE} MECHANICALLY ATTACHED FLASHING LEAVE BOTTOM EDGE OF SILL FLASHIN" LOOSE FOR INSTALLATION OF WEATHER RESISTIVE BARRIER m E o O � U Ca U L � ca o cu Cp a) 3: o 3: 0 N a� — o U)co _c N o Uri CO CM Co o Q) C,4 > ca a� ca cn a) coLID f` r,3 2476 Westlake Ave N Ile Suite #102 '44 SeattleWA 98109 t: ,8 3.0066 f: 206.283.0972 if e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT -JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: CHECKED: PROJECT No. SHEET TITLE: WINDOW AND SLIDER WRAP SEQUENCE ISSUE: PERMIT SET ICIAZ AL 2022023 :P J: WEATHER RESISTIVE :RI E AT SILL, JAMBS, AND HEAD ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 SCALE: N.T.S. 10 STEP G: EXTERIOR PERIMETER SEALANT JOINT INSTALLATION SCALE: N.T.S. STEP D: JAMB PENETRATION FLASHING SCALE: N.T.S. STEP A: SILL PENETRATION FLASHING SCALE: N.T.S. BE5mOl SI SEAL BACK OF WINDOW FRAME FLANGE UNBROKEN SEALANT JOINT FOLDED DAM AND BACKER ROD SHIM / BLOCKING AS REQUIRED 26 ga PRE -FINISHED METAL FLASHING w/ 5° SLOPE WINDOW PER ARCHITECTURAL 0 SEALANT JOINT EPTH FROM NAIL AND BACKER ROD F 8 TRIM PER ARCH. 4 Ivltlm. TYPICAL SHEET METAL HEAD FLASHING � 5 SCALE: N.T.S. BE5.02 CLADDING PER ELEVATIONS FURRING @ 16" O.C. MAX DRAINABLE WRB SAM F PENETRATION WRAP 2" MIN. SEALANT & BACKER ROD BETWEEN FRAME AND TRIM @ JAMB & SILL 26 ga PRE -FINISHED HEAD FLASHING w/Y4" DRIP EDGE & %" END DAM - SET FLASHING IN BED OF SEALANT TO FRAME SELF -ADHERED FLASHING OVER WINDOW NAIL FLANGE AIR BARRIER TAPE CLADDING PER ARCHITECTURAL WALL ASSEMBLY PER ARCHITECTURAL DRAINABLE WRB/AB CLADDING PER ARCHITECTURAL SELF -ADHERED PENETRATION FLASHING APPLY SELF -ADHERED FLASHING OVER HEAD FLASHING SELF -ADHERED FLASHING LAPPED OVER WINDOW NAIL FLANGE SEAL BACK OF WINDOW NAIL FLANGE AIR BARRIER TAPE OR SEALANT 24 GA GALVANIZED SHEET METAL HEAD FLASHING WITH HEMMED DRIP EDGE; FULLY EMBED HEAD FLASHING IN SEALANT OVER WINDOW FRAME WINDOW PER ARCHITECTURAL TYPICAL WINDOW HEAD 3 SCALE: 6" = 1'-0" BE5.02 A In n J Cln/Plnib e/6-I'P l.'/I L n n n nib nip nip nip nip nip 1 WALL ASSEMBLY PER ARCHITECTURAL SELF -ADHERED PENETRATION FLASHING APPLIED INTO THE JAMB OF THE ROUGH OPENING & ONTO THE ADJACENT SHEATHING BEYOND DRAINABLE WRB / AB TYPICAL WINDOW JAMB 2 SCALE: 6" = 1'-0" BE5.02 INTERMITTENT SHIM / BLOCKING AS REQUIRED WINDOW PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD TRIM PER ARCHITECTURAL DO NOT SEAL BACK OF WINDOW FLANGE AT SILL CLADDING PER ARCHITECTURAL SELF -ADHERED CONFORMABLE FLASHING WALL ASSEMBLY PER ARCHITECTURAL SHEET SILL APRON FLASHING INSTALLED BELOW THE ROUGH OPENING AIR BARRIER TAPE OR SEALANT DRAINABLE WRB / AB m E O O � U Ca U L cu Q CU z� a) c o CD N a) :3 o U) cr) N o Sri CO N co CO g_- CD a) CV ca a� ca a� LO co ti rL3 2476 Westlake Ave N IV Suite . 3. 104 Seattle, WA 98109 t: #1 0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: WINDOW DETAILS ISSUE: PERMIT SET ISOMETRIC VIEW - WINDOW HEAD FLASHING SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 TYPICAL WINDOW SILL SCALE: 6" = 1'-0" BE5.02 rn 0 0 0 �J FIELD VERIFY ALL IT- U C u PRE -STRIPE DECK DIMENSIONS PRIOR cM Q COATING INTO PAN TO FABRICATION o L aj BEFORE INSTALLING UNBROKEN a Cp 4--, DOOR VERIFY IN FOLDED DAM cn FIELDOF o DEPTH TAPE PRE -FORMED CORNERS OF THRESHOLD 26 ga SHEET PENETRATION WRAP N co METAL FLASHING - CUT TO ALIGN WITH C-4 U VERIFY w/ 5° SLOPE JAMB WRAP CID cog_ 6 CO CD ru INSTALL 3/8" WIDE SEALANT JOINT (MINIMUM) WITH BACKER ROD AROUND INTERIOR a 3: 24 GAUGE, FULLY SOLDERED, / PERIMETER OF AT SILL -INSTALL 91,co c O STAINLESS STEEL OR 1 2 MIN. DOOR FRAME AT SEALANT BETWEEN 9,, GALVANIZED SILL PAN / HEAD AND JAMBS BACK LEG OF SILL I 611 PAN AND DOOR FRAME DEPTH FROM NAIL THRESHOLD V' 1 SECURE PAN TO ��\F FLANGE + 8" CONCRETE WITH 1 2" MIN. 9 FLUSH POWER rL3 DRIVEN FASTENERS, CONFIRM LOCATION 4 MIN. OF P.T. TENDONS FLUSH PAN AT CONCRETE DECKS 12 TYPICAL HEAD FLASHING 9 STEP F - INTERIOR SEALANT JOINT @ INTERIOR 6 STEP C - PRE -FORMED CORNERS 3 2476 Westlake Ave N Suite e,,W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 7. SCALE: N.T.S. BE7.O1 Seattle, 02 98109 t: 206.283.0066 104 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com PROJECTISSUES: PERMIT SET 02101/2022 NOTE: TURN FLANGE AS SEE DETAILS 10/BE2 FOR TYPICAL REQ. TO INTEGRATE w/ VERIFY IN FIELD - DEPTH OF SEAL HEAD FLASHING TO CUT PENETRATION WRAP SHEET METAL PANS WATERPROOFING THRESHOLD PENETRATION WRAP WITH MEMBRANE - SEE COORDINATE HEIGHT OF BACK APPROVED AIR BARRIER AND FOLD INTO ROUGH 11/ BE2 DAM WITH THRESHOLD AND TAPE OPENING SHEET DATE: 219/2022 JAMB AT DOORS. DO NOT REVISIONS PENETRATE HORIZONTAL OF SILL PAN. 6" FASTEN SHEET METAL VERIFY WITH SEAL PENETRATION WRAP SILL PAN AT WINDOWS - SITE CONDITIONS - .,.. AT HEAD TO SHEATHING AS PER MFR. - 1" MIN. - IF LESS SEE FASTEN SHEET WITH APPROVED DO NOT PENETRATE 11/BE2 METAL HEAD AIR -BARRIER TAPE HORIZONTAL SURFACE FLASHING AS PER OF PAN WITH FASTENERS MFR. DRAWN: ICIAZ a• CHECKED: AL ° Ro PROJECT No. 2022023 SLOPE SILL PAN TO DRAIN %4:12 SHEET TITLE: MIN. 72' SWING DOOR 24ga FULLY SOLDERED SHEET WRAP METAL SILL PAN. SHIM DOOR THRESHOLD OFF PAN SURFACE SET SILL PAN IN BEAD OF SEQUENCE TO DRAIN AND SET BACK LEG OF NON-SKINNNING BUTYL PAN IN CONTINUOUS BED OF BALANCE WIDTH 4" SEALANT AS SHOWN - BALCONY SEALANT. NOTE: SLOPE PAN TO DRAIN — SEE DETAILS 9/BE2 FOR TYPICAL HEAD ISSUE: PERMIT SET FLASHING DETAILS TYPICAL SHEET METAL DOOR PAN 10 STEP G - HEAD FLASHING 7 STEP D -HEAD PENETRATION WRAP 4 STEP A - SILL PAN 1 BE7m01 SCALE: N.T.S. SCALE: N.T.S.�BE7.01) SCALE: N.T.S. BE7.01 SCALE: N.T.S. BE7.01 ) ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 rn E 0 0 �J -' SHEATHING SHEATHING oo 0 U LAP WEATHER RESISTIVE ICU 3:Q BARRIER FROM ABOVE OVER WRB - LAP OVER LOWER ai oou KNIFEPLATE FLASHING LAYER w/ 1" MARGIN FROM 24 ga GALVANISED METALcu C, / COLLAR FLASHING - FOR UPPER COLLAR a 3: cn 4--% PROJECTING KNIFE PLATE i SEALING TO FLANGE o i ■ 3/8" SEALANT JOINTS WITH / II I �� 6 II U) o U BACKER ROD II I Q; I II � II I I II o o I 1" MIN: I I II Z I II `'' o C,4 ru o I ca 24 GAUGE SHEET METAL �I cn a FLASHING, FULLY SOLDERED 1" MIN. � �� : c'' O r` I 3" MIN. I COORDINATE WITH CLADDING THICKNESS bpi TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER KNIFEPLATE FLASHING SINGLE PIECE KNIFE PLATE FLASHING( 9 SCALE: N.T.S. BE9.01 CUE:ATUilkif"_' :D BY :S m STEP F - LAPPING WRB ( 6 SCALE: N.T.S. k BE9.01 SHEATHING WEATHER RESISTIVE BAI - TUCK UNDER TARGET FLASHING INSTALL WRB SCALE: N.T.S. SHEATHING 2" MIN. OR TO BE FLUSHED w/ FACE OF CLADDING STEP C - METAL COLLAR - TOP ( 3 SCALE: N.T.S. BE9.01 SHEATHING PENETRATION FLASHING ,.- ,� AS SCHEDULED WITH 5" FLASHING TAPE FLASHING TAPE BASE PLATE AS PER TARGET FLASHING ' FLANGES AROUND STRUCTURAL � WITH 9" FLANGES PERIMETER �" SEALANT AND BACKER ROD TARGET FLASHING - WRB- ' i AROUND PERIMETER 2 $ ��' NOTCHED TO TUCK UNDER MIN. '� PLATE -'1 LAP WEATHER RESISTIVE///, — GUARDRAIL AS PER BARRIER FROM ABOVE ' OVER TARGET AND I ARCHITECTURAL PENETRATION FLASHING �KNIFE PLATE w/ PREDRILLED I HOLES FOR TYPICAL PENETRATION ° l °I 00 � � I FULLY SOLDERED SHEET METAL PENETRATION FLASHING OR AS SCHEDULED = a TARGET FLASHING OF WEATHER RESISTIVE BARRIER TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER TARGET FLASHING, 12" MINIMUM STEP G - TAPING w/APPROVED AIR BARRIER TAPE SCALE: N.T.S. rL3 2476 Westlake Ave N IV Suite #102 ,4 SeattleWA 98109 t: ,8 3.0066 f: 206.283.0972 if e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ LARCHffECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET SHEET DATE: REVISIONS DRAWN: CHECKED: PROJECT No. SHEET TITLE: KNIFE PLATE WRAP SEQUENCE ISSUE: PERMIT SET 02101 /2022 219/2022 ICIAZ AL 2022023 BE9.01 TARGET FLASHING ISOMETRIC SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 STEP D - TAPING THE METAL FLANGE SCALE: N.T.S. STEP A - TARGET FLASHING SCALE: N.T.S. LU N NOTE: LAP SIDING NOT SHOWN FOR CLARITY SOLDERED SEAM GALV. METAL COLLAR 1/2" SEALANT WITH BACKER ROD PIPE / CONDUIT / HOSE BIB PENETRATION THROUGH WALL 4" FLANGE AROUND COLLAR - SEAL TO BLDG. PAPER W/ BITUTHENE ISOMETRIC ISOMETRIC - ONE PIECE COLLAR FOR HOSE SCALE: N.T.S. COLLAR FLANGE (BEHIND SIDING AND WRB CLADDING PER ARCHITECTURAL 1/2" SEALANT WITH BACKER ROD METAL COLLAR PIPE / CONDUIT / HOSE BIB SEALANT FILLET @ SIDING TO COLLAR "BUTTER" EDGES OF SIDING W/ SEALANT TO COLLAR ELEVATION COLLAR AT PIPE / HOSE / BIB SCALE: N.T.S. SHINGLE TOP FLANGE DOWN OVER BOTTOM FLANGE F_ 3/4" VERIFY TO FIT AROUND PIPE 1 --SET PIECE "A" & PIECE "B" TOGETHER IN SMALL SEAM SEALANT EXTEND DISTANCE DOWN SMALLER 0 FLANGE - -- PIECE "B" J Q w 4" VERIFY 4" N NOTE: PROVIDE TARGET WRB • 24 GA GALV. STEEL BEHIND BOOT FLANGES • TWO SLEEVES TO FORM TIGHT FIT AROUND EACH OTHER CLADDING PER ARCHITECTURAL o/ FURRING SHEATHING WRB WRB OVER TRANSITION FLASHING 4" MIN FIELD PRIME ALL SIDING & TRIM CUT JOINTS - LEAVE TOP JOINT OPEN FOR DRAINAGE "Z" FLASHING SET TO BLOCK IN SEALANT HANDRAIL OR SIMILAR WALL MOUNTED OBJECT NEOPRENE GASKET AT EACH SUPPORT BRACKET (TYP.) PREDRILL HOLES AND FILL w/ NON SKINNING, NON-CURRING BUTYL SEALANT TRIM BLOCK DIRECT TO WRB 2 x BLOCKING @ RAILING MOUNTING LOCATIONS PER ARCHITECTURAL / STRUCTURAL :.:.:.:.......Jl:l 1. .. :'........... ........... ... .�........ :::.': ram..'....'.::'. �..'.::'.' :...... z L0 FLASHING -HANDRAIL 1( 9 I >..........::..:.{ :. I �.. . ... SCALE: N.T.S. BE9.02 SHEATHING SHEATHING WRB / AB - TUCK UNDER TARGET FLASHING STEP F - WEATHER RESISTIVE BARRIER SCALE: N.T.S. SHEATHING 24 ga GALVANIZED 2- PIECE METAL FLASHING ASSEMBLY UTILITY BOX SHEATHING BLOCKING AS REQUIRED 2" SEALANT AND BACKER ROD STEP C - BLOCKING AS REQUIRED AND UTILITY BOX 3 SCALE: N.T.S. BE9.02 SHEATHING QUICKFLASH STEP B-TAPING THE TARGET FLASHING 2 1 SCALE: N.T.S. BE9.02 MESH TAPE SHEATHING TARGET FLASHING - (WRB) z _.............................................. ............................................... rn E �J 0 0 IT- U CU U L CU : aj 00 CU 3j 4--% o 3: ■� 0 N a) o N c-4 U � N o C CM o CD � > C,4 Ca Cn a� ca a� LO M p ti I bin r,3 2476 Westlake Ave N Suite . 3. Seattle, WA 98109 WN t: 206280066 f: 206.283.0972 40 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Architecture ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ LARCHffLCT "'JOHN BRAD MINQGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PENETRATION WRAP SEQUENCE AND DETAILS ISSUE: PERMIT SET TWO-PIECE AT PIPE ORIGINAL SHEET SIZE IS 24"06" PLOT DATE: 2/9/2022 STEP G - LAP WEATHER RESISTIVE BARRIER SCALE: N.T.S. STEP D - 2-PIECE METAL FLASHING ASSEMBLY SCALE: N.T.S. STEP A - TARGET FLASHING SCALE: N.T.S. BE9mO2 PROVIDE WATER RESISTIVE BARRIER / AIR BARRIER BEHIND / ALL FLASHING LEGS AGAINST SHEATHING D OF SEALANT 'PICAL / / LAP JOINT - SHEET METAL Y�L'1��i►�� CONCRETE WALL FOAM BACKER ROD w/ SEALANT 24 ga SHEET METAL FLASHING w/ HEMMED EDGE KERF - CONCRETE WALL SCALE: N.T.S. 1/2" MIN SILICONE 3/4" MAX %� SEALANT �/8" /4" MIN MAX Z CLOSED CELL NON -GASSING BACKER ROD - 25% LARGER THAN JOINT 1/4" +/- OPEN JOINT - PROVIDE SEALANT END DAMS UTILITY BOX FLASHING. SEE 15/BE1.04 �►AF-11V111411a,��dL�Z�� WRB TARGET BEHIND BOX (12" LARGER @ TOP & SIDES) SHEATHING PLYWOOD SHEARWALL (WHERE OCCURS) �E ISOMETRIC -UTILITY BOX 9 SCALE: N.T.S. BE9.03 WRB P.T. FURRING CLADDING PER ARCHITECTURAL U Z FLASHING - SET TO TRIM IN TRIM OVER I I z_ SEALANT - SLOPE TOP OF FURRING I I 2 TRIM AND FLASHING Lo VERIFY 50+/- SLOPE TYP. UTILITY BOX HEAD -UTILITY BOX � 8 SCALE: N.T.S. BE9.03 WATER REPELLANT / ANTI -GRAFFITI REPELLANT " "";RETE WALL 'RENE GASKET JTING PLATE COORDINATE DIMENSIONS TO ALIGN WITH AND FIT UNDER CC`''' FRON SERVE TRIM PER ARCHITECTURAL TOP FLASHING SEE 15/BE1.04 CLADDING PER ARCHITECTURAL SET COPING OVER SPLICE PLATE WITH 1/8" BUTT JOINT BETWEEN PIECES :T EACH SIDE IN CONTINUOUS :ADS OF SEALANT �+ GAUGE PRE -FINISHED COPING SPLICE PLATE (BELOW COPING) SPLICE PLATE 6 SCALE: N.T.S. BE9.03 II�Tf ISOMETRIC- UTILITY BOX( 5 SCALE: N.T.S. BE9.03 TYP. UTILITY BOX METERS 2" SEALANT & BACKER ROD TRIM PER ARCHITECTURAL - SET TO TRIM IN SEALANT SEALANT FILLET P.T. FURRING SHEATHING WRB TARGET BEHIND BOX (12" LARGER @ TOP & SIDES) MARINE PLYWOOD VENT HOOD MOUNTING FLANGE: 24 GAUGE GALVANIZED STEEL FULLY SOLDERED PRE -FINISHED STEEL, FOLD & RIVET SINGLE VENT HOOD FLASHING - ISOMETRIC 3 SCALE: N.T.S. BE9.03 NOTE: PROVIDE BLOCKING VENT HOOD MOUNTING AT ANGLES AS REQ'D. FLANGE - 24 GAUGE FOR FASTENERS GALVANIZED STEEL FULLY SOLDERED 12 / WRB - SHINGLE INTO WRB BEHIND VENT INSTALL A PRE-MFR'D PENETRATION PLASTIC LOUVER OVER AS RE DUCT PENETRATIONS 411 VENT OR DUCT 12" PENETRATIONS SLOPE 1 �I NUMBER VARIES NOTE: PROVIDE BLOCKING AT ANGLES AS REQ'D. FOR FASTENERS \ \\ VENT HOOD - 22 GAUGE VENT OR DUCT \ PRE -FINISHED STEEL, TERMINATION CAP 6// FOLD & RIVET PENETRATION WARP OVER DUCT PENETRATION. WEATHER RESISTIVE BARRIER SHALL BE 12" LARGER THAN HOOD SIZE ON ALL SIDES GROUPED VENT HOOD FLASHING - ISOMETRIC 2 SCALE: N.T.S. BE9.03 SIDING PER ARCHITECTURAL WRB LAPPED OVER TRIM FLASHING FLANGE 4" MIN. FURRING PER SPECS TARGET FLASHING VENT HOOD - 22ga PRE -FINISHED STEEL FOLD & RIVET SEAL FLAPPER TO FLASHING VENT HOOD MOUNTING FLANGE -24 GAUGE GALVANIZED STEEL FULLY SOLDERED. SEE FLASHING DIAGRAM FOR ADDITIONAL INFORMATION SLOPE TO DRAIN SEALANT JOINT OVER CLOSED CELL, NON -GASSING BACKER ROD VENT FLASHING FLANGE LAPPED OVER WEATHER BARRIER rn 0 IT- E 0 U �J O Ca U &_� ca aj 4--% o O N N 3: ■� � N _C= o ce) N o Q M � � N CD O N ru Ca Cll Ca CD N L0 M ti p L bin r,3 2476 Westlake Ave N Suite ,,W Seattlee, WA 98109 IVP t: 206.3.0066 f: 206.283.0972 104 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ [Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED ARCHITECT 'JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PENETRATION DETAILS ISSUE: PERMIT SET SEALANT JOINT ORIGINAL SHEET SIZE IS 24"06" PLOT DATE: 2/9/2022 HOSE BIB - CONCRETE WALL SCALE: N.T.S. JAMB - UTILITY BOX SCALE: N.T.S. VENT HOOD FLASHING - SECTION SCALE: N.T.S. BE9.03 PLYWOOD SHEAR WALL WHERE OCCURS FIBER CEMENT SIDING FURRING (16" o/c ALIGNED w/ STUDS) WRB / AB GYP SHEATHING (PER ARCH, WHERE OCCURS) STUD FRAMING BATT INSULATION INTERIOR GYP. BD w/ VAPOR BARRIER z_ CV WEATHER RESISTIVE BARRIER / AIR BARRIER SEAL TO FLASHING CLADDING OVER FURRING PER ARCHITECTURAL STAINLESS STEEL INSECT SCREEN - 1/4" MIN. GAP 2" DAM 2 24 ga METAL DRIP FLASHING w/ 5° SLOPE TO DRAIN - SET IN A BED OF SEALANT INSECT SCREEN FRAMING PER STRUCTURAL FLOORLINE FLASHING AT FIBER CEMENT PANEL 6 SCALE: 3" = 1'-0" BE10.0 VAPOR RETARDER WALL PER ARCHITECTURAL WEATHER RESISTIVE BARRIER TAPE AT VERTICAL LAPS z CLADDING OVER FURRING PER ARCHITECTURAL CV II INSIDE CORNER TRIM BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER / AIR BARRIER INSIDE CORNER AT FIBER CEMENT PANEL 5 SCALE: 3" = 1'-0" BE10.0 ^'JTSIDE CORNER TRIM -OCKING AS REQUIRED LADDING OVER FURRING ER ARCHITECTURAL =ATHER RESISTIVE tRRIER / AIR BARRIER .TURAL TARDER RESISTIVE BARRIER 'ERTICAL LAPS 1 /4" GAP WALL PER ARCHITECTURAL CLADDING OVER FURRING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER / AIR BARRIER FLASHING TAPE, TYPICAL WEATHER RESISTIVE BARRIER CORNER PIECE 24 GAUGE PRE -FINISHED SHEET METAL FLASHING WITH DRIP EDGE STAINLESS STEEL INSECT SCREEN MIN GAP 22 GAUGE CONTINUOUS METAL CLEAT SOFFIT AT FIBER CEMENT PANEL 3 SCALE: 3" = 1'-0" BE10.0 WALL PER ARCHITECTURAL 8"X11"CEDAR FURRING STRIP @ 16" O.C. MAX. WEATHER RESISTIVE BARRIER / AIR BARRIER FIBER CEMENT PANEL VERTICAL REVEAL VERTICAL REVEAL AT FIBER CEMENT PANEL 2 SCALE: 3" = 1'-0" BE10.0 FCB CLADDING PER ARCHITECTURAL $" x 11" CEDAR FURRING @ 16" O.C. MAX FASTENER PER MFR. SPECS. 'HORIZONTAL 'Z' TRIM WALL PER ARCHITECTURAL WRB / AB rn 0 IT- E 0 U �J � ca aj cn - Cp 3:a--J i�: o 0 N N 3: ■� � N- o c N o Q CM � Co o CV ru Ca a) 1-1 ca a a) c co ti O L bin r,3 2476 Westlake Ave N Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l lecture ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: CHECKED: PROJECT No. SHEET TITLE: WALL AN D TRANSITION DETAILS ISSUE: PERMIT SET ICIAZ AL 2022023 WALL SECTION AT FIBER CEMENT SIDING SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" PLOT DATE: 2/9/2022 OUTSIDE CORNER AT FIBER CEMENT PANEL SCALE: 3" = 1'-0" HORIZONTAL REVEAL AT FIBER CEMENT PANEL SCALE: 3" = 1'-0" BE1 0m01 1"l A 1,-' 1 1K1rlrrl1 A%/11ArAIT SECTION THROUGH VALLEY 7 ' SCALE: 3" = 1'-0" BE12.01 ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL 12" WIDE SELF -ADHERED UNDERLAYMENT APPLY CONTINUOUS ROOFING CEMENT ALONG RAKE -- - - - - - - - - --------------- -- I I - 4" i � 1811 METAL EAVE TRIM RAKE FASCIA PER ARCHITECTURAL SOFFIT PER ARCHITECTURAL i ASPHALT ROOFING SHINGLES OOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL 18" WIDE SELF -ADHERED UNDERLAYMENT 9" WIDE SELF -ADHERED UNDERLAYMENT METAL EAVE TRIM, MINIMUM 24 GA GALVANIZED SHEET METAL FASCIA PER ARCHITECTURAL SECTION THROUGH EAVE WITH EAVE TRIM 5 SCALE: 3" = 1'-01 BE12.01 ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL \\ 18" WIDE SELF -ADHERED UNDERLAYMENT SELF -ADHERED UNDERLAYMENT METAL EAVE TRIM; �\ MINIMUM 24 GA 18,E \� \ GALVANIZED SHEET METAL 6„ cogGUTTER STRAP WITH STAINLESS STEEL FASTENER AT FASCIA GUTTER PROFILE AND METAL PER ARCHITECTURAL GUTTER HANGER AS REQUIRED FASCIA PER ARCHITECTURAL SECTION THROUGH EAVE WITH GUTTER 4 ' SCALE: 3" = 1'-0" BE12.01 ASPHALT COMPOSITION ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING AND SHEATHING PER ARCHITECTURAL/STRUCTURAL 18" WIDE SELF ADHERED ROOFING UNDERLAYMENT RIDGE CAP SHINGLE PRE -MANUFACTURED RIDGE VENT PROVIDE CLEAR AIR SPACE BETWEEN \\ SHEATHING TO ALLOW VENTING, VERIFY VENTING REQUIREMENT WITH ARCHITECT AND VERIFY WITH STRUCTURAL THAT THE VENT SPACE CAN BE CONTINUOUS ASPHALT COMPOSITION ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING AND SHEATHING PER ARCHITECTURAL / STRUCTURAL SELF ADHERED ROOFING UNDERLAYMENT CENTERED ON THE RIDGE RIDGE CAP SHINGLE SECTION THROUGH ROOF RIDGE NON -VENTED 2 SCALE: 3" = 1'-0" BE12.0 ASPHALT SHINGLE: SECOND ROW BEGINS WITH A FULL SHINGLE LESS 4"; TH I RD ROW BEGINS WITH A FULL SHINGLE LESS 8" ROOF RIDGE 36" WIDE SELF -ADHERED UNDERLAYMENT CENTERED OVER RIDGE AND COUNTER FLASHED OVER UNDERLAYMENT MINIMUM 24 GA SHEET METAL EDGE FLASHING WITH HEMMED DRIP EDGE; INSTALL OVER SELF ADHERED FLASHING AND UNDERLAYMENT 18" WIDE SELF ADHERED FLASHING AT RAKE INSTALLED OVER UNDERLAYMENT 36" WIDE SPECIFIED UNDERLAYMENT PLYWOOD ROOF DECK SUBSTRATE SELF ADHERED UNDERLAYMENT APPLIED UNDER EAVE EDGE METAL MINIMUM 24 GA GALVANIZED SHEET METAL EAVE TRIM 18" WIDE SELF ADHERED UNDERLAYMENT, COUNTER FLASHED OVER EAVE EDGE METAL METAL GUTTER ASPHALT SHINGLE STARTER COURSE ASPHALT SHINGLE: FIRST ROW BEGINS WITH A FULL SHINGLE rn 0 IT- E 0 U �J Ca U_ °-�' ca o aj cn - Cp 3: i�: �% o 0 N a� 3: ■� N o c- N o � C M � co o CV ro Ca N Ca cn N LO M ti O I bin r,3 2476 Westlake Ave N Suite #102 283 Seattle, WA 98109 t: 2060066 f: 206:283:0972 104 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT 'JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SECTION THROUGH RAKE SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" PLOT DATE: 2/9/2022 SECTION THROUGH ROOF RIDGE (VENTED) SCALE: 3" = 1'-0" ASPHALT ROOFING SYSTEM SCALE: N.T.S. BE1 2mOl l l 1 a Q II m Z I I I SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL SHEET METAL STEP FLASHING WITH HEMMED EDGE ON 6" HORIZONTAL LEG. INTEGRATE WITH ASPHALT ROOFING SHINGLES 18" WIDE SELF -ADHERED UNDERLAYMENT ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SECTION THROUGH CHIMNEY SIDEWALL 12 SCALE: 3" = 1'-0" t�IO2 SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL 1 M II MINIMUM 24 GA GALVANIZED SHEET METAL APRON FLASHING WITH HEMMED EDGE ON HORIZONTAL LEG I• 18" WIDE SELF -ADHERED UNDERLAYMENT I ROOFING UNDERLAYMENT 20 GA SHEET METAL CONTINUOUS CLEAT. FASTEN AT 12" O/C AND SET IN COMPATIBLE SEALANT / MASTIC ASPHALT ROOFING SHINGLES ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL MINIMUM 24 GA GALVANIZED SHEET METAL APRON FLASHING WITH HEMMED EDGE ON HORIZONTAL LEG SELF -ADHERED UNDERLAYMENT ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ~\�\ SELF -ADHERED UNDERLAYMENT 78,, \ 6,, M/N \ ••\ ROOF FRAMING SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SECTION THROUGH CHIMNEY CRICKET 9 SCALE: 3" = 1'-0" B12.02 NOTE: VERIFY ROOF CAP CONFIGURATION; VERIFY DIMENSIONS IN FIELD PRIOR TO FABRICATION; SHROUD NOT SHOWN F C MINIMUM 24 G/ SHEET METAL r+��nnlnlnTr ,A,ITI I ^I IIMNEY IVIIIVIIVIVIVI 4-It V/"�VVL JI�EET METAL CAP, FULLY SOLDERED CHIMNEY CAP 8 SCALE: N.T.S. B12.02 ROOF UNDERLAYMENT LAP SELF ADHERED ROOF UNDERLAYMENT OVER PIPE SLEEVE 4NEY FLASHING FLANGE; LAP ROOF UNDERLAYMENT OVER SELF ADHERED IVIIIVIIVIVIVI L`+ kit-Nili GALVANIZED SHEET METAL SADDLE FLASHING, FULLY SOLDERED CHIMNEY SADDLE / CRICKET FLASHING SCALE: N.T.S. k B12.02 SHEET METAL APRON FLASHING, REFER TO DETAIL 7, THIS SHEET PROVIDE STEP FLASHING AS REQUIRED BETWEEN APRON FLASHING AND SADDLE FLASHING- REFER TO CHIMNEY SHEET METAL CRICKET SADDLE FLASHING, REFER TO DETAIL 6, THIS SHEET CHIMNEY FLASHING PLAN ROOF HATCH SIMILAR 5 SCALE: N.T.S. B12.02 UPPER PART OF SHINGLES OVERLAP AND ARE SET IN ann� r�nn�niT LC _✓ F VENT PIPE SHINGLE CUT TO FIT COVER PIPE VENT PENETRATION FLASHING SEQUENCE B 3 VENT PIPE SOFT METAL PIPE SLEEVE FLASHING, SET SLEEVE FLASHING OVER PIPE AND SET FLANGES IN ROOF CEMENT S DOOic - ,oF SCALE: N.T.S. B12.02 1 LAYER OF ROOF UNDERLAYMENT VENT PENETRATION FLASHING SEQUENCE A� 2 1 ROOFING z MASTIC OR 2 COMPATIBLE o0 SEALANT MIN. 6" SCALE: N.T.S. B12.02 SEPARATE LEAD FLASHING COLLAR CAP Z FOLDED INTO STACK N LEAD PIPE SLEEVE (PLUMBING STACK) FLASHING WITH FLANGE FULLY EMBEDDED IN MASTIC OR COMPATIBLE SEALANT ASPHALT ROOFING SHINGLES SELF -ADHERED UNDERLAYMENT ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL PLUMBING STACK rn o IT- E O U �J Ca U_ 3: ca o aj a cn 00 4--% N a� N � o c-4 N u O O CO CM � O CD o CV ru > ca a� ]� ca cn a� LID M pti I rL3 2476 Westlake Ave N Suite . 3. Seattle, WA 98109 PA4 t: 206280066 f: 206.283.0972 10 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ ARCHITECT -JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SECTION THROUGH CHIMNEY APRON SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 CHIMNEY APRON FLASHING SCALE: N.T.S. VENT PENETRATION FLASHING SEQUENCE C SCALE: N.T.S. VENT PENETRATION SCALE: 3" = 1'-0" BE1 2mO2 NOTE: COORDINATE DIMENSIONS OF STEP FLASHING WITH SHINGLE MANUFACTURER'S RECOMMENDATIONS SHINGLE STEP FLASHING TO AVOID REVERSE LAPS 24 GAUGE SHEET METAL STEP FLASHING PROVIDE VERTICAL LEG TO COVER EAVE FASCIA BOARD NOTE: SEE DETAIL 3 FOR ADDITIONAL NOTES 6� '0 , I I I EXTEND BOTTOM STEP FLASHING PAST CORNER AND BEND/WRAP TOP CORNER RAKE EDGE 24 GAUGE FIELD PAINTED GALVANIZED SHEET METAL APRON FLASHING SHOP FORMED WITH SOLDIERED CORNERS AND HEMMED BOTTOM EDGE TYPICAL STEP FLASHING AT WALL HEADWALL / RAKE BOOT FLASHING SCALE: N.T.S. 24 GAUGE FOLDED SHEET METAL DIVERTER FLASHING SECOND ROW OF STEP FLASHING TO LAP OVER DIVERTED FLASHING (NOT SHOWN FOR CLARITY) SEALANT AT LAP COORDINATE SO THAT THIS POINT ALIGNS WITH CENTER OF GUTTER 24 GAUGE FULLY SOLDERED SHEET METAL RAKE/TERMINATION BOOT FLASHING HEADWALL / RAKE DIVERTER FLASHING SCALE: N.T.S. JI ILL I IVIL I Y'%L UVV I 1 Ll1J1 IIIVVJ EAVE FLASHING GUTTER MATCH ROOF SLOPE 24ga GALVANIZED STEEL FULLY SOLDERED DIVERTER FLASHING 411 211 4-300 SLOPE DIVERTER INTO GUTTER SHEET METAL DIVERTER. SLIDE BEHIND STEP FLASHING AT WALL. INSIDE CORNER NOTE: • FABRICATE MOCK-UP OF DIVERTER FLASHING w/ ROOF AND GUTTER TO VERIFY DIMENSIONS. • SIZE AND SHAPE TO MATCH CONDITIONS. • PROPERLY LAP DIVERTER FLASHING IN w/ WALL STEP FLASHING. • BUILDING PAPER TO LAP OVER VERTICAL LEG 4" MIN. RAKE TO WALL FLASHING 3 SCALE: N.T S IlREJ2.0 kLL BOOT VER LASHING ll�Pill� RAKE TO WALL BOOT FLASHING 2 SCALE: N.T.S. BE12.O rn o 0 � U �% c (o L m U a� 3: 4--, o 0 N a� 3: ■� o M UN O O CO co L �CNO O > ca a) ca G a3 M pti bf1 r,3 2476 Westlake Ave N Suite #102 Seattle, WA 98109 t: 206.283.0066 IVA4 f: 206.283.0972 e: info@cross2dg.com 10 w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l ieciure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ LARCHffECT 'JOHN BRAD VINJGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01/2022 SHEET DATE: 2/9/2022 REVISIONS DRAWN: IC/AZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SIDEWALL STEP FLASHINGS SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 INSIDE / OUTSIDE WALL CORNER BOOT FLASHINGS SCALE: N.T.S. TYPICAL ROOF FLASHING REFERENCE SCALE: N.T.S. BE1 2mO3 6" 4" m t [SOLDERED SHEET METAL FLASHING BOOTS ROOF EAVE CORNER BOOT FLASHINGS E SHOP ROOF SI-OPE - WALL SCALE: N.T.S. 24 GAUGE FULLY SOLDERED SHEET METAL FLASHING ROOF UNDERLAYMENT TO LAP UNDER FLASHING AT BOTTOM RIDGE TO WALL FLASHING BOOT � 12 SCALE: N.T.S. BE12. N< 0 ".9 ROOF UNDERLAYMENT TO LAP OVER FLASHING 24 GAUGE FULLY SOLDERED SHEET METAL BOOT FLASHING ROOF UNDERLAYMENT TO LAP UNDER FLASHING AT BOTTOM VALLEY RIDFE TO ROOF BOOT FLASHING SCALE: N.T.S. RAKE CORNER BOOT FLASHINGS 41+ V/'1VVC FULLY SOLDERED SHEET METAL BOOT FLASHING SCALE: N.T.S. 0 �O ROOF o � 0 � U �% 00 C L U(0 _ Q Q) CU 0 N (1) M UN O O � M L �C4 O ca (1) ca G a3 m M ti O bil rL3 2476 Westlake Ave N Suite ,,W Seattlee, WA 98109 100 t: 206.3.0066 f: 206.283.0972 404 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l ieciure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6888 REGISTERED \ LARCHffECT '-JOHN BRAD Mhl7GUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01/2022 SHEET DATE: 2/9/2022 REVISIONS DRAWN: IC/AZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET RIDGE TO RAKE AND RAKE BOOT FLASHINGS SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 RAKE TO MAIN ROOF TRANSITION BOOT FLASHINGS SCALE: N.T.S. BE12m04 CRITERIA ALLOWABLE SOIL PRESSURE........................................2,000 PSF 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. DESIGN LOAD CRITERIA GROUND SNOW LOAD ....................................... pg=25 PSF FLAT ROOF SNOW LOAD ..................................... pf=20 PSF FLOOR LIVE LOAD (RESIDENTIAL GARAGE) .................... 40 PSF WIND .............................. GCpi=0.18, 110 MPH, EXPOSURE "C" EARTHQUAKE ... ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs =27.04 KIPS (ULTIMATE) SITE CLASS=D, SS=1.262g, SDS=0.841 g, S1=0.493g, SDI=0.495g, CS=0.13, SDC D, 1e=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUSTBE VERIFIED. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE EXCAVATION SLOPES AND ALL TEMPORARY EXCAVATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH PART N OF WAC 296-155. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONNECTOR PLATE WOOD ROOF TRUSSES PRE-FAB MiTek FLOOR TRUSSES (OR EQUAL) MANUFACTURED LUMBER (PSL'S, LSL'S, LVL'S) 11. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 13. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. FOUNDATION NOTES: 14. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 15. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR ON PROPERLY COMPACTED STRUCTURALFILL. AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. IF SOILS AT THE FOOTING GRADE ARE OBSERVED TO BE LOOSE OR SOFT, THE LOOSE/SOFT SOIL SHOULD BE OVER -EXCAVATED BELOW THE FOOTING TO THE COMPETENT BEARING SURFACE, ESTIMATED AT 2'/2 TO 5 FEET BELOW THE EXISTING GRADE UNDER THE THE PROPOSED STRUCTURE, OR COMPACTED IN PLACE TO DENSE CONDITIONS. THE OVER -EXCAVATION SHOULD EXTEND ONE FOOT HORIZONTALLY FROM EACH SIDE OF THE PROPOSED FOOTINGS, AND SHOULD BE BACKFILLED WITH PROPERLY COMPACTED GRANULAR STRUCTURAL FILL. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. offe-Teft, 16. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 17. PERIMETER 4-INCH DIAMETER SCHEDULE 40 PVC PERFORATED PIPE EMBEDDED IN PEA GRAVEL AND WRAPPED IN FILTER FABRIC SHALL BE INSTALLED AT THE BASE OF THE PERIMETER FOOTING TO DIRECT COLLECTED WATER TO AN APPROPRIATE OUTLET. UNDER NO CIRCUMSTANCES SHOULD ROOF DOWNSPOUT DRAIN LINES BE CONNECTED TO THE FOOTING DRAIN SYSTEM. ROOF DOWNSPOUTS MUST BE SEPARATELY CONNECTED TO AN APPROPRIATE DISCHARGE. CLEANOUTS SHOULD BE INSTALLED TO ALLOW FOR PERIODIC MAINTENANCE OF THE FOOTING DRAIN AND DOWNSPOUT TIGHTLINE SYSTEM. 18. FOUNDATION SUBSTRATE SHALL BE, AT A MINIMUM, UNDISTURBED NATIVE FIRM SOIL. GC SHALL PLACE AND COMPACT BACKFILL MATERIALS IN CONTINUOUS LAYERS NOT EXCEEDING 6-INCH LOOSE LIFT THICKNESS. ANY LOOSEN/SOFT FOUNDATION SUBSTRATE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY (ASTIM D698, STANDARD PROCTOR). CONCRETE 19. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 4,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. 20. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. 21. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................................. 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) ...........1-1/2" SLABS AND WALLS (INT. FACE) .................. GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 22. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED INCONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS POSTS: (2X & 3X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) (6X MEMBERS) (4X MEMBERS) STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. 23. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.0E) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI 24. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 25. UNLESS NOTIFIED OTHERWISE, PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURETREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. tlas $sociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L 42309 p w� 'GI STE�� s8 1 ON L #'W20821 u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: Q 5.14 BLDG REVIEW 06.01.2020 NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title GENERAL STRUCTURAL NOTES Scale PER PLAN Sheet Number GloO 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 27. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1 /2" 0.131 " 16d BOX 3-1 /2" 0.135" IF CONTRACTOR OR OWNER PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 28. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE %" (NOMINAL) WITH SPAN RATING 33/1 6. FLOOR SHEATHING SHALL BE %4" (NOMINAL) WITH SPAN RATING 4%4. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 26. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 27. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. WALL ANCHORAGE: EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. D. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. 22. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ANCHORAGE 23. EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-1772. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. 24. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. MiTeK FLOOR TRUSSES 25. PRE-FAB WOOD FLOOR TRUSSES SHALL BE FABRICATED BY A MiTek® TRUSS MANUFACTURER (OR EQUAL) IN ACCORDANCE WITH MiTek® FLOOR TRUSS ENGINEERING SPECIFICATIONS. MITEK ENGINEERING DESIGN DRAWINGS, BEARING THE SEAL OF THE REGISTERED ENGINEER PREPARING THE DESIGN, SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. TRUSS DESIGNS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ANSI/TP11 NATIONAL DESIGN STANDARD FOR METAL PLATES CONNECTED WOOD TRUSS CONSTRUCTION, A PUBLICATION OF THE TRUSS PLATE INSTITUTE, AND GENERALLY ACCEPTED ENGINEERING PRACTICE DELIVERY, HANDLING, AND ERECTION OF MITEK TRUSSES SHALL BE IN ACCORDANCE WITH THE BCSI, BUILDING COMPONENT SAFETY INFORMATION JOINTLY PRODUCED BY WTCA AND THE TRUSS PLATE INSTITUTE. THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD RATING. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. THE MAX -SPANS REPRESENT TRUSS OVERALL LENGTHS, ASSUMING 3-1/21, BEARING AT EACH END. THE SPANS ARE EQUALLY VALID FOR TOP CHORD -BEARING AND BOTTOM CHORD BEARING SUPPORT CONDITIONS. FLOOR TRUSSES SHALL BE CAMPERED FOR DEAD LOAD (15 PSF X SPACING) DEFLECTION. 2X6 "STRONGBACK" LATERAL SUPPORTS SHALL BE PROVIDED APPROXIMATELY EVERY 8 FEET ALONG THE FLOOR TRUSS. THEY SHALL BE SECURELY FASTENED TO VERTICAL WEBS. BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK. THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT WALLS OR ALTERNATE "X" BRIDGING SHOULD BE USED TO TERMINATE THE BRACING MEMBER. 26. THE CHORD MAX -SPANS SHOWN ON THE PLANS PRESENTED FOR SIX REPRESENTATIVE FLOOR LOADINGS, ARE INTENDED FOR USE IN BIDDING, ESTIMATING, AND PRELIMINARYDESIGN APPLICATIONS. FOR PROPER INTERPRETATION OF THESE MAX -SPANS, 27. THE MAX -SPANS ARE VALID FOR THE FOLLOWING (OR BETTER) LUMBER: NO. 1 KD SOUTHERN YELLOW PINE. SHORTER SPANS WILL BE ACHIEVED USING LESSER GRADE 4X2 LUMBER, WHILE LONGER SPANS ARE GENERALLY POSSIBLE WITH HIGHER GRADE LUMBER. 28. THE MAX -SPANS REPRESENT TRUSS OVERALL LENGTHS, ASSUMING 3-1/21, BEARING AT EACH END. THE SPANS ARE EQUALLY VALID FOR TOP CHORD -BEARING AND BOTTOM CHORD BEARING SUPPORT CONDITIONS. 29. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. FOR EXAMPLE, THE MAXIMUM PERMISSIBLE LIVE LOAD DEFLECTION FOR A 20' SPAN FLOOR TRUSS IS (20 X 12)/360 = 0.67". 30. IN ADDITION TO THE CONSIDERATION OF LUMBER STRENGTH AND DEFLECTION LIMITATIONS, THE MAXIMUM TRUSS SPAN -TO -DEPTH RATIO IS LIMITED TO 20 FOR FLOOR LOADINGS.FOR EXAMPLE THE MAXIMUM SPAN OF A FLOOR APPLICATION TRUSS 15" DEEP IS 15" X 20' = 300" SPAN = 25'- 0" SPAN. 31. FLOOR LOADINGS HAVE INCLUDED 1.00 LOAD DURATION INCREASE AND 1.15 REPETITIVE STRESS INCREASE. tlas $sociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L 42309 p w� �GI STE�� ASS I ON L 020821 u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title GENERAL STRUCTURAL NOTES Scale PER PLAN Sheet Number i i i —J I I I I I I I I I I I I I I I I I r--J I I I I I OB OD \I-E 86'-8" 21'-8" 21'-8" 21'-8" 21'-8" --------------------------------------------------------- ---- ----------------------------------------------------- N01 --------------------------------------------------------- -- ------------------------- 4" slab on grade w/ #4 @ 18"oc ea way 1 ------ --------------------------------------------------- S 1 I I I I I I i S1. I I I I I C r------------------------- - -------------------------1 4" slab on grade w/ i #4 @ 18"oc ea way i r------------------------ i 4" slab on grade w/ i #4 @ 18"oc ea way ------------------------ I i r------------------------- i r------------------------- i 4" slab on grade w/ 1 #4 @ 18"oc ea way ------------------------- C ' I 1.2 I II I SIM 12 ------------------------ — I ------------------------J -- ---- ---- -------- it I i I i I I I-- - -- --------------------- i C.J. I I I I C.J. I i I i i i I C.J. I i i I I i i I C.J. i i i I ----- - -- - - ---- - I------ I ----- - -- - -- - -- - -- - -- ---- - I I i I i I -- - -- - - -- - � � -- --- - --- - ----- i t I I i it I i I I -I-- - - -- - -- - -----� I I I L--------- I ------------J I L------------ I ---------J I L--------- I ------------ J I L------------ I ---------L- I I i I I �E FOUNDATION PLAN (garage level SCALE: 1/4"=1' Plan PLAN NOTES: 1. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3. TYPICAL HEADER SIZE SHALL BE 4x10 DF NO.2, UNO. LEGEND: C 4. TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6, UNO. I, EXTENT 5. UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. FAI WALL ABOVE (D z z z Q I SHEARWALL TYPE 6. PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING _ STHD14 HOLDDOWN AT BOTTOM OF STUDS. WALL 7. ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL CONIC STEM WALL AND I I III III III I SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. — — — — — — FDN 8. THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD RATING. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. 9. REFER TO GENERAL NOTES FOR MORE INFORMATION. CJ CONTROL JOINT 18" sq FTG w/3#4 ea way HEADER SCHEDULE HEADER MEMBER SIZE H1 4X10 DF #2 H2 5.125x13.5 GLULAM 24F-V4 DF/DF SHEARWALL KEY PLAN (GARAGE LEVEL) r- tlas 8SOCIate8 Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L 42309 p w� �GI STV �s810 L 020821 u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title GA RAG E LEVEL Pi AN Scale PER PLAN Sheet Number S000 STEF F PI I ,�� MAIN FLOOR FRAMING PLAN uu SCALE:1/4"=1' Plan PLAN NOTES: LEGEND: 1. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN WALL ABOVE ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. c� 2. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE Z STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, a 3. TYPICAL HEADER SIZE SHALL BE 4x10 DF NO.2, UNO. EXTENT 4. TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6, UNO. Q SHEARWALL TYPE 5. UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE STHD14 HOLDDOWN AT BOTTOM OF WALL END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER ---- BEARING LOCATIONS. CONC STEM WALL AND — — — — FDN 6. PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING CJ CONTROL JOINT STUDS. r 18" sq FTG w/3#4 ea 18 way 7. ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. HEADER HEADER MEMBER SIZE SCHEDULE H1 4X10 DF #2 H2 5.125x13.5 GLULAM 24F-V4 DF/DF 8. THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD RATING. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. 9. REFER TO GENERAL NOTES FOR MORE INFORMATION. ALL { -L3 �2 tlas ssociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: IB WASg j��2 42309 p ww �GI STIt �SS )'ON #220821 0 u 2082� GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title MAIN FLR FRAMlNG Scale PER PLAN Sheet Number PANEL EDGE NAILING OVERALL HOLDOWN STUDS GYPSUM WALL OR SHEARWALL PER PLAN (both walls where indicated) (2) #4 CONT. TOP (1 ea. side of ea. a.b.) #4 @ 18"oc VERT. (alt. bends) PARTY WALL FOOTING SCALE:NTS VERT AND HORIZ REINFORCEMENT PER RETAINING WALL SCHEDULE PLACE REBARS ON SOIL SIDE CLEAN WELL DRAINING COMPACTED FILL FILTER FABRIC 4"0 PERFORATED DRAINAGE PIPE AROUND FDN ENCASED IN WASHED COARSE GRANULAR MATERIAL. SLOPE PIPE TO DRAIN SHEATHING CAN BE PLACED ON EITHER FACE OF WALL GAP PER ARCH. P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8"0 @ 48"oc elsewhere) 2x FLR JOIST PER PLAN (2) #4 CONT. BOT. STEPPED CONT. FOOTING PER PLAN PPROVIDE EDGE - NAILING AT ALL HOLDOWN STUDS SHEARWALL AND HOLDDOWN WHERE OCCURS PER PLAN VERT GRAIN SOLID- BLKG AT HOLDOWN STUDS CLEAN WELL DRAINING BACKFILL COMPACTED FILTER00 - FABRIC 4"0 z PERFORATED DRAINAGE PIPE AROUNDFDN ENCASEDIN WASHED COARSE GRANULAR MATERIAL. SLOPE PIPE TO DRAIN ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV OR STAINLESS STEEL PER GENERAL NOTES PT 2x6 PLATE w/AB PER SHEARWALL SCHEDULE JOIST PER PLAN CRAWLSPACE —6 MIL VAPOR BARRIER #4 HORIZ @12"oc AND #4 VERT @18"oc (ALT BENDS) 18 wx101 dp CONCRETE FDN w/(2) #4 CONT BARS PPROVIDE EDGE - NAILING AT ALL HOLDOWN STUDS SHEARWALL AND HOLDDOWN WHERE OCCURS PER PLAN VERT GRAIN SOLID BLKG AT HOLDOWN STUDS AND BEARING STUDS CLEAN WELL DRAINING BACKFILL COMPACTED FILTER00 - FABRIC 4"0 PERFORATED 2 @ DRAINAGE PIPE co _ - AROUND FDN T- - o ENCASEDIN WASHED COARSE GRANULAR MATERIAL. SLOPE PIPE TO DRAIN (A) PERPENDICULAR TO WALL 2x aIST TO CONC STEM WAAL PANEL EDGE NAILING OVER ALL HOLDOWN STUDS WALL PER PLAN SHEATHING CAN BE PLACED ON EITHER SIDE OF WALL P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (6"0 @ 48"oc elsewhere) SLAB ON GRADE PER PLAN (3)16d TOE NAILS AT EACH BLKG ►E co � � s DO NOT CONNECTI �IIIIIIIIIIIIIIII=III l—III �- DOWNSPOUT TOiii B2ii is B1I PERFORATED PIPE LONGITUDINAL AND TRANSVERSE REINF PER RETAINING WALL FOOTING SCHEDULE SLAB ON GRADE AS OCCURS ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. (2) #4 CONT. OR STAINLESS STEEL PER 1,-6„ TOP & BOT. GENERAL NOTES INTERIOR CONT. FOOTING SCALE:NTS RETAINING WALL SCHEDULE H (ft.) B 1 is B2 tf Stem Reinforcement Footing Reinforcement Vert. Horiz. Top & Bot Longitudinal 3'-0" 5" 8" 5" 8" #4 @ 18"oc #4 @ 12"oc - (2)#4 4'-0" 5" 8" 1'-0" 8" #4 @ 18"oc #4 @ 12"oc #4 @ 18"oc (3)#4 5'-0" 8" 8" 1'-4" 10" #5 @ 16"oc #4 @ 12"oc #5 @ 16"oc (4)#4 6'-0" 8" 8" 1'-611 10" #5 @ 16"oc #4 @ 12"oc #5 @16"oc (5)#4 7'-0" 12" 8" 2'-0" 12" #5 @ 14"oc #4 @ 12"oc #5 @ 14"oc (5)#4 8'-0" 12" 8" 2'-9" 12" #5 @ 14"oc #4 @ 12"oc #5 @ 14"oc (6)#4 RETAINING WALL DETAIL AND SCHEDULE SCALE:NTS ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV OR STAINLESS STEEL PER GENERAL NOTES (4)8d EA BLOCK PT 2x6 PLATE w/AB PER SHEARWALL SCHEDULE JOIST PER PLAN PROVIDE 2x BLKG @48"oc WHERE JOISTS ARE PARALLEL TO WALL I • CRAWLSPACE1 z III 6 MIL VAPOR BARRIER 1=1 #4 HORIZ @12"oc AND #4 VERT @18"oc (ALT BENDS) 1'-0" 01 5" 8" 5" 18"wx10"dp CONCRETE FDN w/(2) #4 CONT BARS (B) PARALLEL TO WALL LL ISOLATED FOOTING SCALE:NTS 8d @ 6"oc JOIST PER PLAN '2)16d TOE NAILS AT EACH JOIST TO BEAM '/T 4x4 POST PER PLAN w/AC, 3C OR PC POST CAP AT TOP AND PB OR ABU POST BASE AT 30T 6 MIL VAPOR BARRIER 18"sq x10"dp FTG w/(3)#4 EA WAY @BOT tlas associates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB 1N L 42309 p w� �G1 STV �S81 ON L 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title FOUNDATION FRAMING DTLS Scale PER PLAN Sheet Number Simi o� P F TYP STEPPED FTG SCALE:NTS CONCRETE WALL ADD (1)#5 DIAGONAL NORMAL FOOTING REINFORCEMENT u uci,4v i ES FOOTING DEPTH CUT ALTERNATE WIRES AT SEE PLAN F THICKNESS REINFORCI PANEL EDGE NAILING AT HOLDOWN STUDS HOLDOWN (WHERE OCCURS) PER PLAN w/A.B. PER HOLDOWN SCHEDULE SHEAR WALL PER PLAN (2)#4 CONT. AT TOP (1 EA SIDE OF ANCHOR) c E PANELEDGE OVER ALL HC SHEARWALL HOLDOWN (�n PER PLAN Wi HOLDOWN Si P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (V8„ 0 @48"OC ELSEWHERE) SLAB ON GRADE PER PLAN #4@18"oc VERT (ALT BENDS) #4@12"oc HORIZ (2) #4 AT BOTTOM ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GEN NOTES. 1 '-6" CONC STEM WALL AT GARAGE SCALE:NTS V/ A.B. ,LL SCHEDULE elsewhere) FINISH GRADE OR DRIVEWAY PAVEMENT STEM WALL BEYOND 6 MIL VAPOR BARRIER CONCRETE SLAB ON GRADE PER PLAN 2#4 at TOP AND #4 VERT @18"oc (ALT BENDS) 18"wx10"dp CONCRETE FDN w/(2) #4 CONT BARS CONT FOOTING AT GARAGE DOOR SCALE:NTS PANEL EDGE NAILING OVER ALL HOLDOWN STUDS SHEARWALL PER PLAN (both walls where indicated) (2) #4 CONT. TOP LL (1 ea. side of ea. a.b.) )E ODE CONT FOOTING AT SIDE WALLS SCALE:NTS CONTROL JOINT PRE -MOLDED T. MASTIC JOINT P may be saw cut at actor's option) 33TIC VAPOR BARRIER COMPACTED NULAR FILL PER J #4 @ 18"oc VERT. (alt. bends) OMIT VERTS. @ MONO POUR ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERALNOTES SHEATHING CAN BE PLACED ON EITHER FACE OF WALL P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8"0 @ 48"oc elsewhere) SLAB ON GRADE PER PLAN MONOLITHIC POUR AT CONTRACTORS OPTION ea-1 eq. (2) #4 CONT. t__� BOT. 1'-6" CONT FOOTING AT PARTY WALLS SCALE:NTS SEE PLAN F^ID C' A THICKNESS REINFORCII PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 225 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. TYP SLAB ON GRADE SCALE:NTS CInQr n!'%l In CInOr n(ll In CONTRUCTION JOINT KE "KEYKOLD" JOI P REINF 1" CLEAR IT EA. SIDE tlas associates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L 1,� 42309 p w� ��4, GI STV �ssION L #'W20821 u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title FOUNDATION FRAMING DTLS Scale PER PLAN Sheet Number Slm2 0 N � 21'-8" J U) 2x14@16"ocl I� ILq >� — — — — — — — — — — M 5.125x 14 PARALLAM _ (4) studs (2.OE) > LL N m J O� x N Q LO 2 14" MiTek FLOOR TRUSS @19.2"oc. 14" MiT�k FLOOR USS (c�19. "oc. H1 (4) studs (4) studs 14" MiTeK FLR U17:K I RU%1'3��J T) �� 14 Mi FLOOR US 19.2 LO 1 2. 14" MiTek FLR IRDER TRUSS (GT) 14" MiTek FLOOR TRUSS @19.2"oc. NIN H1 2. 21'-8" H1 J Cf) 2x14@16"oc x Lq i,m — 5.125x 14PARALLAM (2.OE) (4) studs / D Y86-81" I 21'-8" H1 J 2x14@16"oc x --�� --- M 5.125x 14 PARALLAM (4) studs (2.0E) 14" MiTek FLOOR 14" MiTek FLOOR TRUSS @19.2"oc. TRUSS @19.2"oc. 14" MiTek FLR GIRDER 14" MiTek FLR GIRDER TRUSS (GT) 4 S2.1, 14" MiTekiFLR GIRDER ►= 14" MiTek FLR GIRDER TRUSS ( T) H1 14" MiTek FLOOR TP�USS a19. "oc. (4) studs NIA H1 21'-8" J C0 ILna III L c 5.125x 14 PARALLAM (4) studs (2.0E) 14" MiThkIFLOOR I� Iq� � I IIII I� _III 2x14(cD16"oc IIII 2x14(@16"oc PLAN NOTES- 1 . DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3. TYPICAL HEADER SIZE SHALL BE 4x10 DF NO.2, UNO. 4. TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6, UNO. 5. UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 6. PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING STUDS. 7. ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. 8. THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD RATING. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. 14 MiTek FLOOR TRUSS @19.2"oc. H1 LEGEND: I"�1© WALL ABOVE 14" MiTek FLOOR TRUSS @19.2"oc. H1 N ,� UPPER FL uu SCALE:1/4"=1' Plan NON -BEARING WALL BELOW STRUCTURAL WALL (BEARING AND/OR SHEARWALL) H1 EXTEND HEADER OVER WALL PIER 0 z z z Q a_ EXTENT SHEARWALL TYPE CS16 HOLDDOWN STRAP AT BOT OF SHEARWALL HEADER SCHEDULE HEADER MEMBER SIZE H1 4X10 DF #2 H2 5.125x13.5 GLULAM 24F-V4 DF/DF 2x14n16"oc FRAMING PLAN B W N� CO'O co 0 Me 2x 14016"oc W CO "O CO E 2x14@16"oc m J LO O x LO N 0 14" MiTek FLOOR L" _ TRUSS @19.2 oc. 14" MiTekjFLR GIRDER TRUS (GT C� ail 14" MiTek FLR GIRDER TRUSS ( T) H1 14" MiTek FLOOR TRUSS @19.2"oc. t W "O C-D _O �I o I I � LL N I I °J° N x LO N ti 1 S2. Ln100 Ln 0 E C� D� W W W 1 W "o _O tlas a880dt.8 Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: �\B1N L WA 42309 �sSIoN pl'a 02082u 10821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title UPPER FLR rLMINI Scale PER PLAN Sheet Number S2mO 1-16d each fill bot..JI hole then every other I IQI IIyuI AJy I I x%-" I V I I 1 \ strap hanger applied with (3) 16d nails each side through blocking (not shown for clarity) into face of header and secured for uplift. TYPICAL FLR TRUSS TO BEAM SCALE:NTS PPROVIDE EDGE NAILING AT ALL HOLDOWN STUDS PPROVIDE EDGE NAILING AT ALL HOLDOWN STUI beam per plan HOLDOWN PER PLAN A35 PER SHEARWALL HOLDOWN PER PLAN A35 PER SHEARWALL SCHEDULE SCHEDULE (4)8d INTO EA. BLOCK (4)8d INTO EA. BLOCK PRE-FAB WOOD TRUSS PER PRE-FAB WOOD TRUSS PER FLOOR TRUSS OR PLAN END TRUSS BY PLAN CONTINUOUS RIM MANUF OR JOIST BRIDGING BY MANUF 2x BLOCKING 17 VERT GRAIN SOLID VERT GRAIN SOLID BLKG AT HOLDOWN BLKG AT HOLDOWN LET STUDS 3/4" APA RATED PLYWOOD T&G SHEATHING STUDS 3/4" APA RATED PLYWOOD T&G SHEATHING 2x BLOCKING @ 48"oc WHERE TRUSSES ARE PARALLEL TO LEAVE ONE END UNNAILED WALL, TOP AND BOT LEAVE ONE END UNNAILED --- TILL COVERING TILL COVERING (2)16d TOENAILS THRU EACH BLOCK SHEARWALL PER PLAN — SHEARWALL PER PLAN _ HEADER/BEAM HEADER/BEAM PER PLAN PER PLAN PANEL EDGE NAIL OVER ALL HOLDO\ SHEARWALL PER PLAN (both walls where indicated) NAILING PER SHE/ SCHEDULE (typ.) TRUSS DIRECTION SHEATHING PER PI SHEATHING CAN BI PLACED ON EITHEF FACE OF WALL A) PERPENDICULAR TO WALL (B) PARALLEL TO WALL MITEK TRUSS (OR EQUAL) TO WALL SCALE:NTS SHEATHING SHALL BE CONTINUOUS UNDER PARTY WALL (4)8d INTO EA. BLOCK (2)16d THRU EA. JOIST OR BLOCK WHERE TRUSSES ARE BLH PARALLEL PROVIDE BLKG. @ 48"oc TRI MITEK TRUSS TO PARTY WALL SCALE:NTS 11'-4" ± STAIR WELL LENGTH 3/4" APA RATED PLYWOOD T&G SHEATHING MiTek FLOOR TRUSS PER PLAN OR EQUAL PROVIDE VERT WEB AT BEARING WALL PER MFR FOR CALLOUTS IN COMMON REFER 1/S2.1 MITEK TRUSS (OR EQUAL) TO WALL SCALE:NTS (12 PSF DEAD LOAD + 40 PSF LIVE LOAD) X 19.2" 365 # DEAD (ALLOWABLE) 1350 # LIVE (ALLOWABLE) 21'-7 1 /2"± WALL STUDS OUTSIDE TO OUTSIDE WEB REINFORCEMENT PER MANUFACTURER STAIRWELL FLOOR GIRDER TRUSS (EA. SIDE) LOADING DIAGRAM SCALE:NTS - a tlas $sociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L o� wAsq�� 1,� 42309 p w� ��4, GI STV �s8 1 ON L #'W20821 � u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title FLOOR FRAMING DT LS Scale PER PLAN Sheet Number S2ml JOIST OR TRUSS PER PLAN SHEARWALL PER PLAN CS HOLDOWN PER PLAN W/ (16)8d EA. END OF STRAP PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES TYPICAL CS STRAP HOLDOWN SCALE:NTS (8)16d @ 4"oc STAGGERED AT EACH SIDE OF SPLICE, TOP CHORD SPLICE BOTTOM CHORD SPL id le 6'-0" min. BETWEEN SPLICES I I SPLICE TO OCCUR AT CL OF VERT. STUD TYP. 16d @ 12"oc STAGGERED ELSEWHERE TYPICAL TOP PL SPLICE SCALE:NTS 2x12 STRINGER @ 24"oc max. A35 (at OMIT C (6)16d TYP. S1 NAIL END STRINGER TO FRAME WALL W/ (4)16d EA. STUD TREAD PER ARCH. Typical Rise 3/4" PLYWOOD KICK PLATE PER ARCH. 3/4" PLYWOOD SHEATHING 4x1 2x10 @ 16"oc Typical Landing ALL TREAD AND RISER DIMENSIONS PER ARCH. TYPICAL STAIR RISER AND LANDING SCALE:NTS T"P. DOUBLE TOP PLATE AM OR HEADER R PLAN -IERE OPENING IS LESS AN 6'-0" PROVIDE (1) BEARING STUD U.O.N. TYPICAL HEADER FRAMING SCALE:NTS tlas ssociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: BIN It WASg j��2 42309, ww �GI ST'6 ��u02082% � u 2082% GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title TYP FRAMING DTLS Scale PER PLAN Sheet Number a H1 H1 MFR TRUSS@ 4"OC w/(2)2x4 o w Of TAILS SISTERED ; a Q T TOP CHORD 11 21'-8" L H1 a�v oar U)Q ,.VALLY MFR "GIRDER TRU MFR TRUSS@ 24"OC U (n w U a� � Q _ _ M R GRIDGRIDNR TRUSS A R DE31E. FIR �n SI IALLVER I;qH Y o H I HIT w oa a a 2 3.1 U) VALLEY MFR F— GIRDER TRUSS w MFR TRUSS@ MFR TR JSS@ 24"OC (D 24"OC �IM FLAN NU I t5: a- W JLU aa U) O (y) 1. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3. TYPICAL HEADER SIZE SHALL BE 4x10 DF NO.2, UNO. 4. TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6, UNO. 5. UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 6. PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING STUDS. 7. ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. 8. THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD RATING. THE MINIMUM TRUSS SPAN -TO -LIVE LOAD DEFLECTION IS 360 FOR FLOOR APPLICATION. 21'-8" H1 _--- VALLEY MFR IRDER TRUSS MFR TRUSS@ MFR TRU S@ 24 OC 4"OC w/( TAILS SISTEJkb 0 TOP CHORD co W 0 aofv _JLU aa MFR AT RIE SHALL HE GH aO�U owaQ U) U)�� LL Z) w o MFR TRUSS@ (D cD 24"OC W a- W JLU aa VALLEY MFR GIRDER TRUSS 2 V-8" W � CO T THING LU H1 oaa VALLEY MFR GIRDER TRU MF TRUSS@ MFR TRUSS@ 2� w/(2)2x 24"OC l SISTER D TO TOP CHOR S3. VALLEY MFR U) U) F— W RUSS AT RIDGE. FIR SH VE IFY � IT RC W U naQ co U) Z) ' I MFR TRUSS@ o 24OC N ROOF FRAMING PLAN SCALE: 1/4"=1' LEGEND: Plan NEW ROOF LINE WALL ABOVE NON -BEARING WALL BELOW STRUCTURAL WALL (BEARING AND/OR SHEARWALL) o z z z Q o_ EXTENT SHEARWALL TYPE CS16 HOLDDOWN STRAP AT BOT OF SHEARWALL HEADER SCHEDULE HEADER MEMBER SIZE H1 4X10 DF #2 H2 5.125x13.5 GLULAM 24F-V4 DF/DF FR T 4"O C H1 O C> C H1 21'-8" VALLEY MF DIFXLJF-r\ I r\U01 MFR TRUSS@ 24"OC E H1 H1� MFR TRUSS@ D Cn 24"OC w/(2) 2x = A _ TAILS SISTER D TO TOP CHOR U)_ U) w 001 3 _ S3. OwU J a Q (v _ MFR GR E_ T U S_ it AT RID13E,, FF 0 SHALLERZI Y CD HEI 3HTwA CF. di ama a D_ U oLU aQ co co VALLEY MFR GIRDER TRUSS p MFR TRUSS@ 24"OC C� W - W 0a� U) a H1 H1 C D E 0. co , 0 W W I I W W �% G 0 0 (5 rn rn W 6) W W W G 6) 0 0 tias ssod.tes Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: -XB1N L Cs� 0� WASgV,, _ 42309 #'W20821 u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title ROOF FMMING Scale PER PLAN Sheet Number 8d @ 6"oc 2x4 BLKG w/(2)16d THRU TRUSS 8d @ 6"oc TOP CHORD EA. END. NAIL NOTCH TO LET (5)8d EA BLOCK FROM OUTRIGGER THRU 2x4 OUTRIGGERS SHEATHING WOOD TRUSS LAID FLAT @24" oc (6) 16d THRU BLKG INTO BRACE PER PLAN (2)16d THRU 2x SHEAR BLOCKING OUTRIGGER PANEL BTWN A35 PER SHEARWALL SCHEDULE FASCIA NAILING TO MATCH per a ch SLOPE PER SLOPE PER _ SHEARWALL BELOW 2'-0" m x ARCH ARCH GABLE END TRUSS 1-6"MAX - PRE-FAB TRUSSES PER PLAN 8d @ 6"oc SHEATHING AND - FULL DEPTH WOOD TRUSS PER ATTACHMENT TO _ BLOCKING (may be PLAN MATCH SHEARWALL drilled for venting) BELOW _ SHEARWALL ' PER PLAN H1 EA. RAFTER A34 AT BRACE TO 1x FASCIA TOP PLATE '\ 2'-0" max --- HEADER/BEAM PER PLAN 2x4 BRACE (USE H1 CLIP EA TRUSS (2)2x4 WHERE SHEARWALL A35 PER SHEARWALL LENGTH EXCEEDS PER PLAN SCHEDULE 6-0" ) @8'-0"oc MAX. (NAIL (2)2x4 w/16d @12"oc) SHEARWALL — PER PLAN HEADER/BEAM H1 CLIP PER PLAN (a) (b) GABLE END MFR WOOD TRUSS TO EXTERIOR WALL 2 SCALE:NTS 1 SCALE:NTS 2x OR LSL 16d NAILIN PER SCHE EDGE NAIL OVER EA. 16d NAILIN PER SCHEL,vLC Detail A Detail B 16d NAILING PER SCHEDULE 2x NAILER PLYWOOD EDGE PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 & SW4 SHEARWALL SCHEDULE OO®®®® Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if TJI if 2xor LSL at Wood at Concrete SW1 1/2" CDX PLYWOOD 8d @ 6"oc 16d @ 6"oc A35 @ 24"oc 16d @ 6"oc 5/8" O A.B. @ 48"oc SW2 1/2" CDX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"0c 16d @ 4"oc 5/8"0 A.B. @ 32"oc SW3* 1/2" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 6"oc A35 @ 12"oc 16d @ 3"oc 5/8"0 A.B. @ 16"oc SW4A) 1/2" CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4 1 /2"oc A35 @ 9"oc (2)rows 16d @ 4 1 /2"oc 5/8" O A.B. @ 12"oc © BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. 8d NAILS SHALL BE 0.131"O x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"O x 3 1/2" (box) ® EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" PLATE WASHERS. HOLDOWN THREADED ROD SHALL EMBED IN CONIC AT LEAST 10". ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 AND SW4. REFER TO DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES. ® TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. ® ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. ® 7/16" O.S.B. MAY BE SUBSITUTED FOR 1/2" CDX. ® LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. ® A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS/OWNER'S OPTION. SHEARWALL SCHEDULE SCALE:NTS ROOF SHE PER PLAN PRE-FAB TRUSS PE PLAN SHEATHE AND NAIL TRUSS TO MATCH SHEARWA BELOW \NEL EDGE IAILING OF -1EARWALL BELOW k35 PER ')HEARWALL ')CHEDULE SHEARWALL 'ER PLAN WOOD TRUSS TO PARTY SHEAR WALL SCALE:NTS — a tlas $sociates Atlas Associate International 5280 Highland Dr. Bellevue, Washington 98006 206.488.3688 v gengtan@gmail.com www.Atlasai.net Edmonds Townhomes 8029 238th St SW Edmonds, WA 98026 project no: 19-20 SUBCONSULTANT: SIB IN L 0� NVASV c 42309 p w� �GI STV ASS 1 ON L #'W20821 � u 20821 GL ARCHITECTURAL ENGINEERING PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 RESUB Mar 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issue/Revision: NO. ISSUED FOR DATE ® 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Drawn By Checked By Date TG/GL GL 06/2020 Sheet Title ROOF FRAMING DT LS Scale PER PLAN Sheet Number S3ml