Loading...
APPROVED ENG BLD PLN_RESUB1 BLD2021-1323+Architectural& SITE Plan+11.21.2021_11.41.36_AM+2531696City Of Edmonds Building Department Work ------------ ADDITION Address ------------------------- 611 SATER LN ,----------------------------------------- Owner : '------- ------------------------------ CRALL Approved Date r 12/08/2021 Building Official W. W cr i �c Permit Number BLD2021-1323 APPROVED BY PLANNING Zone Setbacks: Front Side Side Front Nov 23 2021 me I Corner Flag N Required Actual 20' W > 20' ------------- 5' E > 5' 5' ------------ gni N > 5' *S = 1 V-10" Height 25' 22'-7/8" *BASED ON AVERAGE FRONT SETBACK ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES / HEIGHT CALCULATION / ELEVATION DATA FROM SURVEY, SEE A1.2 A= 43.17 B = 43.87 C=43.90 D=44.23 TOTAL = 175.17 AVERAGE GRADE = (175.17 / 4)=43.79' MAXIMUM LIMIT = AVG+25'= 68.79' ° ACTUAL HEIGHT = 65.86' - — --------- ------ SEE ELEVATIONS, SHEET A3.1 DETERMINATION. (AVERAGE SOUTH PROPERTY LINE SETBACK: 11.2' PER SHEET A 1.3 OF THE PROVIDED SURVEY. ���-- * EAVES <30" INTO REQUIRED SETBACK. Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. ENGINEERING DIVISION APPROVED AS NOTED 12/20/2021 *** No stormwater management system required at this time. If new and/or replaced impervious surface area equals 2000sgft or greater a stormwater management system will be required per City standards. *** N ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. FENCE COR. 1.4'(W) OF PROP. LIN-E-- RETAINING W/ 3.2'(W) OF PR( LINE FENCE CORZ 0.7'(W) OF PROP. LI r Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. VERAGE GRADE :. .0 1 I I I I I I I I P J' I �• ,l --------------------------------------------------------------------------------- - - -� ----------- -- -- - - --- --------------------- - - -- — -- -�-- - Average Grade Site Plan 1" = 20' HARD SURFACE: Existing To Remain NEW Items (E) Conc. Drive 1268 (E) House w/ overhangs 2120 Addition at south, roof eave 5* (E) Wood Shed (rear) 127 (E) Conc. Patio 266 (E) Conc. Walk w/ steps 101 (E) Paver Walk @ Entry 102 (E) Wood Steps & Entry Landing 59 Totals 4043 5 sf Total New Hard Surface 5 sf Total Hard Surface 4048 sf * Addition at east of 2nd floor is over existing hard surface pavement that is not being replaced - no gain of hard surface there. LOT COVERAGE: Lot Size 7,680 sf Allowed Coverage = 35% 2,688 sf Note: Entry addition takes Dlace of existina Dorch. no aain of lot coveraae Existing to Remain New Areas - does not include eaves (E) House 1816 2nd story addition at East 88 (E) Covered Porch w/ Steps > 36" abv. Grade 67 0 (E) Wood Deck w/ Steps > 36" abv. Grade 292 0 (E) Wood Shed 127 0 Totals 2302 88 Total (E) Lot Coverage 2302 sf Existing Coverage as % 30% Proposed Coverage, (E) + (N)= 2,390 sf Proposed Coverage as % 31 Allowable Lot Coverage Remaining 298 sf sf PROPERTY OWNER: Chris & Carol Crall PROPERTY ADDRESS: 611 Sater Lane Edmonds WA 98020-3002 PARCEL NUMBER: 270324-002-225 LEGAL DESCRIPTION: THE WEST 110.00 FEET, AS MEASURED ALONG THE NORTH LINE OF THAT PORTION OF GOVERNMENT LOT 2, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 2; THENCE WEST 30 FEET; THENCE SOUTH 30 FEET TO THE CORNER OF PAVED ROAD AND 7TH AVENUE PRODUCED IN THE CITY OF EDMONDS; THENCE SOUTH ON THE WEST LINE OF 7TH AVENUE PRODUCED, 309.67 FEET TO THE TRUE POINT OF BEGINNING; THENCE WEST 653.71 FEET TO HE EAST LINE OF 3RD AVENUE; THENCE SOUTHWESTERLY ALONG THE EAST LINE OF 3RD AVENUE, 87.16 FEET; THENCE EAST 696.35 FEET TO THE WEST LINE OF 7TH AVENUE; THENCE NORTH ALONG THE WEST LINE OF 7TH AVENUE, 76 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF EDMONDS FOR STREET RIGHT OF WAY BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 2105194. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. LOT SIZE = 7,680 SF LOT SLOPE = 2.77% (Estimated) v v v/ v v /v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v r 1.43' SQ. BRICK PARCEL NO. 270324-002-227 / COLUMNS / WITH WALL BRICK COLUMI((CENTER) / SET 5/8" REBAR & CAP 0.1'(E) & 0.7'(S) OF PROP. / "WARD LS 52843" SET 5/8" / CORNE / 5.02'(E) OF CALL. PROP. REBAR & CAP 42.89' / CORNER S87°45'04"E 110.00' "WARD LS 528 BUSH BUSH - DECID. DECID LLJ L m 1 / 43.12' BUSH o N I o� FENCE LINE ` — — — — — — --BET ------ ^�. 0.9' S) OF / 43.09' 43.57' SOLAR 1 (2) POWER w PROP. COR. �q�3 METE i METERS GRAVELSURFAC 0RETAINING/WALL (WEST FACE) 0.3'(E) OF PF 61P. LI / SS SS io , 17' 43 `�� SET 5%�8" . I / BUSH HVAC UNIT a3sr ° ' 1 REBAR & CAP / ° RHODI��) / I<n I ON CONC. 6.0 ZM "WARD LS 28 PAD EXCAVATE FOR (N) tIDE YAK 410' 1 FOOTING, TYP. OF(4) SETBAQK BUSH 1 PARCEL NO. 270324-002-225 1 RHODI ROE 00 - 611 SATER LANE, EDMONDS ��`�� FR 113 1 F� WASHINGTON 98020-3002 , 10 o �NTYgR / / O VV/ (N) UPPER LEVEL ADDITION TWO STORY ;;;; 88 sq ft Te�ck / W ° O DECK 1, VE c� Buses (E) RIDGE=65.86' ���� I _ 0 ,� RHODI / AVERAGE GRADE = 43.79' / / 44.31' j ASPHALT \ I SHADED AREA IS NEW HARDSURFACE(EAVE) = 5 sq ft I `V DRIVEWAY I / 43.77' B \�p�� (N) ENTRY LEVEL ADDITION ��/A I UPPER LEVEL j II LU GAS METER v 15 sq ft REPLACES PORCH AREA ���� I V / TREE H DI 44.77' 44.20' ADDITION OVERHANG V BUSH / / ------ I I I� ------- _ L ------------- � I / WALKWAY / PORCHCONCRETE WALKWAY N : 3' CUOM 0� + WOOL FENCE (q 3' WOOD FENCE L SET 5/8" REBAR & CAP 1p° ��� Si' N I GATE POST (TYP.) —e WATER w Ci "WARD LS 52843" 16.95' \ METE Q 1 .00' > > °45'04"W Off/ o (N) EAVE INTO SETBACK < 30" N 126.95' Y Q WATER LINE TO �p COMM. C BOX SET 5/ " / HOUSE �L� PED. 1 LANDSCAPING ROCKS AND PLANTERS R BAR & CAP °wA D LS 52843" (E) SIDE SEWER, NO WORK N J /O F SEE A1.3 FOR FRONT YARD AVERAGING CALC: \ CIL SATER LN PAVING PHA - - - - — - - - — - -- 5'C-B TYPE 1 - — - N87°45'0 - 308.40' � - - — - - — - Proposed Site Plan RIM EL = 43.98' / 1" = 10' CONTOURS FROM SURVEY, SEE A1.2 BLDG DEPT APPROVAL it o L O U) cn L U) Q V LO z a� a� U) Cc N I❑ CV o CD O M ■ a-J N o ao 0 O LU ca L N L ) U E Q) I N O LLJ C c O U 4—J CD N o Cl) Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 1 9/27/21 DC 1/21/21 DC 1 OF 22 Al ..0 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES — — -- — DEPARTMENT — — — — Ventilation Code Summary: Exhaust & Mechanical Ventilation 2018 IRC Section M1507 Ventilation Openings, M1507.3.4.4- provided via operable windows Clothes Dryer Exhaust Operable windows to have openable area 4 in sq. net area for each 10 cfm Exhaust ducts shall terminate outside the building, equipped with back -draft of outdoor air req'd by Table M1507.3.3(1) dampers (no screens). CFM requirement= 75 cfm openable area required= 30 in sq. each habitable space window Exhaust Duct Openings M1506.2 Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of Air exhaust openings shall terminate not less than T from property lines; 3' grilles, transoms, or similar means. Doors shall be undercut to a minimum of 1/2 inch above from operable and nonoperable opeings into the building and 10' from the surface of the finish floor covering. mech. Air intakes, except where opening is located 3' above air intake. Whole House Ventilation M1507.3 Whole house ventilation provided using exhaust fans, M1507.3.4 Fans shall have a flow rating per table M1507.3.3(1). Outdoor air shall be supplied to each habitable space through outdoor air inlets or operable windows. Fan shall have a sone rating of 1.0 or less. Fan Control & Operation, M1507.3.2. Intermittent whole -house ventilation systems shall be controlled by a programmable timer and shall operate at least one hour out of every four, and shall have a manual control as well. Intermittent fans shall operate at the flow rate in table M1507.3.3 (1) multiplied by the factor in table M1507.3.3 (2). A label shall be affixed to the controls that reads " Whole House Ventilation (see operating instructions)." TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHA141CAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 12-3 14-6 1fi-7 a7 (s.quam feet) Airflow in CFM hL1 Z1 rHl 1.5ii -1- ; C"1 60 75 tx l J 05 3001 -4 SC 60 71 KI r„ J'(I LDS 1 �0 LZ 6.ixil-7.�[Hi Ul L01l _10 135 150 ?.5(k] 1105 120 135 150 l b5 rnrfit: I Square 18nt=VAl Ztl m-. 1 Cnnle 106t PC n1MUL =u.wu4!!V mis. TABLE M1607.3.3(2) INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS" RUN-TIME PERCENTAGE 25°a 33"a 50"a 66"e 76% 100% IN EACH 4-HOUR SEGMENT Factor' 4 ; - 1.5 1. + 1 1.0 a. I -or ,crAi1aL O -tern n L1 Y J C.4 RLWCL'n In— e;n n. MC tnet-1 a fxrn,"t�d R+Ue JCWrM1 6 by mLi Fl2Otan On. h. FsLr pol@ui beyond the table Ls prohibited View Looking NW NOT TO SCALE WA 98020-3002 EdFPOI,dSp aCrrant Bonds; Ventilation Openings, M1507.3.4.4 Ventilation openings shall be screened or otherwise protected, and located: 1. No closer than 10' from appliance vent, unless such vent is 3' above the outdoor air inlet. 2. No closer than 10' frome a plumbing drainage vent unless such vent is 3' or more above the outdoor air inlet. Local Exhaust M1507.4 The minimum source specific ventilation effective exhaust capacity shall not be less than specified in Table M1507.4: MIN. 50 CFM for bathrooms, and MIN. 100 CFM for kitchen hood. Exhaust fans shall be controlled by manual switches, dehumidistats, timers, or other approved means with controls readily accessible. TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST DATES FO:R ONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTED EXHAUST RATES 100 Cfni inlermim2ra 01-2�) ecru Kitchens L ontiouous Ba1.hraonls-ToileL Rooms- Mc hanic-ai exhaust eapaChy of laundry rooms, indoof swim- �)O cfm inlermittem or 20 cfm t�ntinut us nlifJ1 POt3is. spazi Vi,ICIgeCapital�nanys[ - s;ments Cy6erl L � L Portofino) Restaurant & Bar Mapl Pigvr of j � Pu9n� NnI Wy Ln Ed m an d s Elementary School T x _- Hlndey Ln 41owIaM Way - P�krneo❑r I -- - --� s - m z ;C Edmonds Food Bank 611 Sater Ln, Edmonds, WA 98020 VIrIe PI z 711 Or el lne W $ sanctuary... �� v }a s4 Bracketts na,ersi Landing North z FerryTorminal eels, Edmonds wuoytun St ; ; Dayton -It Port of Edmonds N Cara Way 01. 6t Q. S1 Daley S[ Sprague SI Hummingbird Hill Park a Maio _.. & R M°Pla-, Mapla St Z n Maple St m w Yost Paol 9 Md. S1 AIdEr Sl A X&r 51 edcL Ln Walnut Street coffeeQ Walnut 5t Yas1 Park Vicinity Map NOT TO SCALE Building Areas areas are measured from inside of exterior walls Area/floor Existing New Area Removed Total (prev Area 3 areas) Basement Level Dwelling 597 64 0 661 1st Flr Level Dwelling 1486 98 0 1584 Attached Garage* 1037 0 64 973 Totals 1 31201 1621 641 3218 sf Total - Dwelling Only, all levels 1 20831 1621 01 2245 sf Total Building Area, ind garage I 3218 sf *Note garage area includes existing unheated storage space of 233 sf DRAWING INDEX Site Plan A1.1 Project Info. A1.2 Survey A1.3 Survey Setback Averaging A2.1 Existing -Demo Plans A2.2 Existing -Demo Roof Plan A2.3 Proposed Ground Floor Plan A2.4 Proposed Upper Floor Plan A2.5 Proposed Roof Plan A3.1 Elevations A4.1 Sections A5.1 Architectural Details S1.1 Structural Notes S1.2 Structural Notes S2.1 Foundation Plan S2.2 Main Floor Framing Plan S2.3 Roof Framing Plan S3.1 Schedules S4.1 Foundation Details S5.1 Wood Framing Details Energy Code Summary. All Climate Zones (Table R402.1.1) R-Values U-Factors Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 i 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall c.h 10/15/21 int+TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: t.I W=U I LZ. Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: , credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 crecias All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Credits - select ONE O tions Fuel Normalization Descriptions heating option User Notes p 1 Combustion heating minimum NAECAb 0.0 I] 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credit Option Descriptions Credits - select ONE energy option from each category Energy Options P 1.1 Efficient Building Envelope 0.5 1 ❑ 1.0 ❑ 1.2 Efficient Building Envelope 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 F 1.5 5 New Panels to 18 Existing) 7.1 Appliance Package 0.5 ❑ Total Credits 1 5 CLEAR FORM Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF For each 1200 kWh of electrical generation per housing unit provided annually by on -site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. 6.1 Documentation noting solar access shall be included on the plans. For wind generation 1.0 projects designs shall document annual power generation based on the following factors: the wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual enerav Dower Droduction. Proiect Information: Owner Carole & Chris Crall 611 Sater Lane Edmonds WA 98020-3002 cscrall(@carrisarous.com 206.856.9665 Carole 425.785.6949 Chris chris(a)carrisgroup.com Seattle WA, 98124 Permitting / Drawings Studio DEC Dan Corcoran 1429 NW 51st Street, STE 1 Seattle, WA 98107 206.604.0735 Structural Consulting Engineer CIS Engineering Dennis 250 4th Ave S., Suilte 200 Edmonds, WA 98020 Ph: 425-778-8500 Fax: 425-778-5536 Contractor/Builder Owner to act as contractor Property Address: 611 Sater Lane Edmonds WA 98020-3002 Parcel Number / Tax I.D.: 270324-002-225 Project Desrciption: An upper floor addition of 98 sf of heated space and conversion of 64 sf at existing ground floor garage to heated space. Legal Description: THE WEST 110.00 FEET, AS MEASURED ALONG THE NORTH LINE OF THAT PORTION OF GOVERNMENT LOT 2, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 2; THENCE WEST 30 FEET; THENCE SOUTH 30 FEET TO THE CORNER OF PAVED ROAD AND 7TH AVENUE PRODUCED IN THE CITY OF EDMONDS; THENCE SOUTH ON THE WEST LINE OF 7TH AVENUE PRODUCED, 309.67 FEET TO THE TRUE POINT OF BEGINNING; THENCE WEST 653.71 FEET TO HE EAST LINE OF 3RD AVENUE; THENCE SOUTHWESTERLY ALONG THE EAST LINE OF 3RD AVENUE, 87.16 FEET; THENCE EAST 696.35 FEET TO THE WEST LINE OF 7TH AVENUE; THENCE NORTH ALONG THE WEST LINE OF 7TH AVENUE, 76 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF EDMONDS FOR STREET RIGHT OF WAY BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 2105194. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Parking No Change (2) Spaces in Existing Garage Code Information: 2018 SRC 2018 SBC for structural Edmonds Community Development Code Construction Type: V-B wood frame Occupancy: Single Family Land Use / Zoning Information: Jurisdiction: City of Edmonds Zone = SF-5000 4t CD L i 0 00 U) O inU) Q U L" Z m a ca (D U) CV c� CD 0 O M ■� o CV 0 ■ � O N s= o W N s= fu cB >_ Cll ca U C Cfl s= CD CIL I • s= O o 0 t� � W s= U Q Q� 'O U O C.4 O M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 2OF22 Alml BLDG DEPT APPROVAL THIS SHEET FULL SIZE @ 24" x 36" -------------- I I I RESUB I I I I I I Nov 22 2021 I BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES --- DEPARTMENT 611 SATE R LANE, EDMONDS, WASHINGTON 98020-3002 A PORTION OF GOVERNMENT LOT 2, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON �z FOUND CONCRETE — — C_ ER STREET MON. WITH S87°45'04"E 526.59' _ INVED — / CASING FOUND MON.CASE 2 / O o z ,t w 0 5' 10' 20' Z) SCALE: 1 " = 10' N Q I 0 04 r` I BRICK COLUMN (CENTER) 0.1'(E) & 0.7'(S) OF PROP. CORNER / �o RETAINING WALL (WEST FACE) 0.3'(E) OF PROP. LINE �' 1 SET 5/8" >> REBAR & CAP ' "WARD LS 52843"� ,t FENCE COR. 1.4'(W) OF PROP. LINE RETAINING WALL 3.2'(W) OF PROP. LINE FENCE COR. 0.7'(W) OF PROP. LIN SATER LANE/ STREET END 34_29' SIGN 1.43' SQ. BRICK COLUMNS WITH WALL SET 5/8" REBAR & CAP "WARD LS 52843" 5.02'(E) OF CALC. PROP. CORNER PARCEL NO. 270324-002-227 PARCEL NO. 270324-002-025 PARCEL NO. 270324-002-023 PARCEL NO. 270324-002-021 SET 5/8" REBAR & CAP "WARD LS 52843" COMM.� 2r",-- BOX M. Nd7"45'04"W 541.18' PED. �45) 45— HORIZONTAL & VERTICAL DATUM: THE HORIZONTAL DATUM IS BASED ON AN ASSUMED BEARING BETWEEN THE EXISTING MONUMENTS LOCATED IN THE INTERSECTIONS OF CASPER STREET AND 7TH AVENUE NORTH AND CASPER STREET AND 3RD AVENUE AS BEING S 87045'04" E. VERTICAL DATUM = NAVD 88. CONTOUR INTERVAL-1 FOOT: THE CONTOURS SHOWN HEREON WERE COMPUTER GENERATED FROM DIRECT FIELD OBSERVATIONS WITH RESULTING ACCURACY THAT MEETS OR EXCEEDS NATIONAL MAPPING STANDARDS, ONE-HALF THE CONTOUR INTERVAL. PROJECT BENCHMARK: TOP OF REBAR AND CAP MARKING THE NORTHEAST PROPERTY CORNER OF PARCEL Cl C� a) Cl zz Qro?0 U w 2E O J (n co m Q uj LLI I L > Z ~ w� \ U) a (B x O N � w WN 270324-002-225. ELEVATION = 42.89'. O O N � O U GENERAL NOTES: z 0 U 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE EXTERIOR BOUNDARY LINES, z Q EXISTING SITE IMPROVEMENTS, NATURAL FEATURES AND EXISTING TERRAIN FOR PARCEL Q NO. 270324-002-225, IN THE COUNTY OF SNOHOMISH, FOR THE INTENDED USE OF F__ CD ARCHITECTURAL AND CIVIL ENGINEERING DESIGN. 0 z o 2. THIS SURVEY WAS PERFORMED USING A TRIMBLE S SERIES, 3" TOTAL STATION WITH — W o RESULTING ACCURACY THAT MEETS OR EXCEEDS STANDARDS PER WAC 332-130-090. � /�/ rn Q 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN AUGUST OF 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES, NATURAL FEATURES AND IMPROVEMENTS MAY EXIST ON z SITE THAT WERE NOT VISIBLE AT THE TIME OF SURVEY. 0 A 4. ALL MONUMENTS SHOWN AS FOUND WERE LOCATED DURING THE COURSE OF THIS SURVEY. r 1 O 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS, Q ENCUMBRANCES AND RESTRICTIONS MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. ^^ 1..� LLl o < 0 6. FOR SECTION SUBDIVISION, CORNER DOCUMENTATION AND ADDITIONAL SURVEY z 0) INFORMATION, SEE AFN 200308125001, RECORDS OF SNOHOMISH COUNTY, Q WASHINGTON. n J J 7. UTILITIES SHOWN HEREON ARE BASED UPON ABOVE GROUND OBSERVATIONS. v Q Of O O z ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN LL.I U F__ O �, ON THIS SURVEY MAY EXIST ON THE SITE. W �0 U OU pq O U a LEGAL DESCRIPTION: Q to DEED OF TRUST 7 Z AFN: 202007080551 Lo < N <4 PARCEL ID(S): 270324-002-225-00 N THE WEST 110.00 FEET, AS MEASURED ALONG THE NORTH LINE OF THAT PORTION OF �/ � oN GOVERNMENT LOT 2, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH L.� O N COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 4 BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 2; M co THENCE WEST 30 FEET; 7 CD THENCE SOUTH 30 FEET TO THE CORNER OF PAVED ROAD AND 7TH AVENUE PRODUCED IN THE L N CITY OF EDMONDS; Q THENCE SOUTH ON THE WEST LINE OF 7TH AVENUE PRODUCED, 309.67 FEET TO THE TRUE POINT O O OF BEGINNING; z THENCE WEST 653.71 FEET TO HE EAST LINE OF 3RD AVENUE;co THENCE SOUTHWESTERLY ALONG THE EAST LINE OF 3RD AVENUE, 87.16 FEET; L J z o THENCE EAST 696.35 FEET TO THE WEST LINE OF 7TH AVENUE; U O THENCE NORTH ALONG THE WEST LINE OF 7TH AVENUE, 76 FEET TO THE TRUE POINT OF U II BEGINNING; Q : 4 EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF EDMONDS FOR STREET RIGHT OF :2 x WAY BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 2105194. RECORDS OF SNOHOMISH a COUNTY, WASHINGTON. 0 U U) U) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. REFERENCES: R1. RECORD OF SURVEY ------------------ AFN: 9102265003 ASPHALT SWALE ----- BOOK 34 OF SURVEYS, PAGE 108 — — — DATED: FEBRUARY 26, 1991 R2. RECORD OF SURVEY _ AFN: 200308125001 'ROADWAY CENTERLINE — — DATE: AUGUST 12, 2003 R3. RECORD OF SURVEY AFN: 201401225006 DATE: JANUARY 22, 2014 DISTRIBUTION R4. RECORD OF SURVEY POLE AFN: 7811290387 BOOK 8 OF SURVEYS, PAGE 233 DATE: NOVEMBER 29, 1978 PARCEL 270324-002-225 1 TOTAL LOT AREA 7,680 SQ. FT. 0.176 AC. INDEX LOCATION SEC. 24, T.27N., R.03E., W.M. 24 > N a 0 m m U > m 0 ui Ld o > Y O 5 U Qf J W 0- w U Q � z o o Ln > w U) 0� w z O U U Q o Q J m U O O Q m m (7 (D Q � o � w m Ld Ld z Qf a D [If N o Ld o o N O w U) Ld Ld V) A l Hsu BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT TOPOGRAPHIC SURVEY WITHIN GOVERNMENT LOT 2, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON EL NO. 270324-002-02500 HORIZONTAL: THE HORIZONTAL DATUM IS BASED ON AN ASSUMED BEARING BETWEEN THE EXISTING MONUMENTS LOCATED IN THE INTERSECTIONS OF CASPER STREET AND 7TH AVENUE NORTH AND CASPER STREET AND 3RD AVENUE AS BEING S 87°45'04" E. GENERAL NOTES: 1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE EXISTING AVERAGE BUILDING SETBACKS FOR THOSE PARCELS AS SHOWN HEREON, IN THE COUNTY OF SNOHOMISH, FOR THE INTENDED USE OF SETBACK AVERAGING CALCULATIONS. 2. THIS SURVEY WAS PERFORMED USING A TRIMBLE S SERIES, 3" TOTAL STATION WITH RESULTING ACCURACY THAT MEETS OR EXCEEDS STANDARDS PER WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN AUGUST OF 2020 AND JANUARY OF 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. ALL MONUMENTS SHOWN AS FOUND WERE LOCATED DURING THE COURSE OF THIS SURVEY. 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS, ENCUMBRANCES AND RESTRICTIONS MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 6. FOR SECTION SUBDIVISION, CORNER DOCUMENTATION AND ADDITIONAL SURVEY INFORMATION, SEE AFN 200308125001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PARCEL NO. 270324-002-21800 REFERENCES: R1. RECORD OF SURVEY AFN: 9102265003 BOOK 34 OF SURVEYS, PAGE 108 DATED: FEBRUARY 26, 1991 R2. RECORD OF SURVEY AFN: 200308125001 DATE: AUGUST 12, 2003 R3. RECORD OF SURVEY AFN: 201401225006 DATE: JANUARY 22, 2014 R4. RECORD OF SURVEY AFN: 7811290387 BOOK 8 OF SURVEYS, PAGE 233 DATE: NOVEMBER 29, 1978 R5. RECORD OF SURVEY AFN:202010305009 DATE: OCTOBER 30, 2020 PARCEL NO. 270324-002-02900 PARCEL NUMBER 270324-002-22500 270324-002-02100 270324-002-21600 PARCEL NO. 270324-002-02800 SETBACK CALCULATIONS: C� Iv o a a �w�i Q ° = U U m W uj W m Q Q > CNN Q� w C/) \ cf) N = V ° N H W Q) Co WN W PARCEL NO. 270324-002-22800 / rZD V ) U I..L ALL V O 0- 0 PARCEL NO. 270324-002-02600 CLOSEST POINT TO FRONT PROPERTY LINE (30" ABOVE EXISTING GRADE 6.7' 14.7' 12.3' AVERAGE SETBACK = 11.2' INDEX LOCATION SEC. 24, T.27N., R.03E., W.M. Q i,10 N 0 co Z O (� V Z `2 V ) Q V J Z O 75 Lu 0 LL Cto] n O CV N N CD i N M O N O Z J Lu U Q n x H Z 0 CD z Q Y U Q m W cn N O O O cn m N O O O O O J J � O 0 z w E- J U 54 olf O U a U1 a N \ 0 W h A � w Q � o Y U � (n m m Q z O_ w Ld > U 10� U) w m z = m w U Q z O o (n Y > w U Q m w cn Q j Ld U U O Q :2 m m o � w m0 Ld Z � Q = [If w H o N I U) O ui Al Hsu BLD2021-1323 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N (E) GROSS HEATED AREA = 1,486 sq ft er Floor Demo Plan Wall Schedule: EXISTING (E) WALL ________ EXISTING (E) WALL TO BE REMOVED EXISTING FOUNDATION WALL, SEE FRAMING LJ DEMO (E) KITCHEN TO GWB - - - - -CUT WALL FORP�N�WDW- - - - - - - - - - - - - - - - - - - - - - - - I I I �11 ill 5'-10" (E) DECK a (E) CL 6'-8" 553.61 SF �'-10" (E) DINING I J M6'-8" I 1 (E) BED RM#1 j - - - - - - - - - - - - - - - - - - - - - - — - - - - - li �' i i AREA = 182 sq ft wl -----t - All cc v r - I Sill 2'-6" (F) •7T� 7T/77T - i r////////////A r%%%%%%%%%%%0 CV 00 i I, // ////I 00 I- I DEMO (E)CLG FOR (N) SKYLIGHTS, ALIGN WITH TRUSSES r////////////A r/////////////I CL/11 L/1L L/1Ld (E) LIVING DEMO (E) UPPER STAIR TREADS/ STRUCTURE AS NEEDED TO WIDEN DEMO (E) FIREPLACE/BOX OUT \ ------------------- \ - -DEMC- E)-P-08CH-FLQOg&-RA-L FDREN7 '-1 /9" LOW WALL +43" 7R. DN T r�-�--- r'---'� �I - -� ---- II III I I v i l I n nl �I - J I II III --fir - ll u uTlil I7R. DN 1 (E) ENTRY I� r----� LANDING ARE4412 sq ft (E) CL 1 q \ ii M � I LO — (E) PORCH 8 89"X85" DN /N (E) STORAGE %/• Q UNHEATED 233 sq ft / CO It l I (E) CONC. PATIO ° (E) REC RM zo • ,I'I • (IIIII in T-10" _ I I + I I I I L J + I I l IL 1 III 1 I1 I Il C? ill 7 _ i (E) KITCHEN -------- II CIE -)FRIDGE" �I +92.5" i r- 36W.x 11.l CPT. FLR I ��� 34"D. x p l 11 1 ,'\(EgYii�r�Jl BATH III 2� 70"T. a ri AREA = 186 sq ft u ; j 1 ' �T/iiyiiiil _I 7-�--� II io bo I Ili' - 3 II _--_� ���------- CUT CLG FOR (N) c19-r-------I-I , BATH SKYLIGHT /- i 1 q I I I u 1 L 1) q 1 F-^ E CL AIR lid I - 1--�- --� 1U=. Illh ( )_ RTN I------------o °? III LJ 3' -L'.---- v �0 TT 2'-4" (E) BATH 6 8 III 2' ARE,, 59 sq ft -- -------� (E)HALLi I AREA = 102 sq ft - � W/D 1� j - I III - I - 1 _ -- - - - --- I r 11 I II II 1 1 II , 1 -J u_-' 1 J 15'-10" 1 1 1 I 1 11 I 116'-8.. 1 1 1 I u II I 11 (E) BED RM#3 (E) BED RM#2 1 i AREA = 126 sq ft + 1 AREA = 155 sq ft i I 1 jl I I I 1 +1 n + 4-4" h 1 1 1 + 1 6'-8"111 I + 1 III I +1 j 1 II I e------- -*------�r---' -----' I — — — — — — — — — — — — — — — — — — — — — — J REPLACE ALL (E) WDWS & DOORS AS NOTED (E)ISTAIRS (t) JULHK IVIt I tK - (E) ELEC. METERS (E) ELEC. • • ° ° \- SUBPANEL- - SHOW • ' ° ° °_ ° 34"X60" ----- ----- --�--- - - ---- 3 L =AREA N (E) BATH+95" = 74 sq ft (E) GARAGE , • ° �I DEMO WINDOW - - (E) HALL •I r d i-------------- i 6' 8" rta5,5" ®I i i (E) CL d -- AR�� = 4� sq --——————— ------ F I , s' s'° - - I I +8.5" DEEP HVAC ABV. (E) BEAM 4X.- ------------ ---- �I °SA I - I I (E) BEDROOM DEMO FIREPLACE & CLOSET (E) GROSS HEATED AREA = 597 sq ft 64 sq ft \ � - (E) GAS M EXCAVATE FOR (N) FO(PRb ply K LINE Ground Floor Demo Plan 1/411 = 11-011 0 2' 4' 8' UNHEATED 804 sq ft ° • ' /, 30"Wx36"D REMOVE GWB CLG • X. @ INSULATE JOISTS TO FULL DEPTH / RELOCATE FURNACE, WTR HTR, & ELEC. PANEL — — — — — — — — — — — —® C11- - 7B Up 7,111 7 +8.5"DEEP HV- AC ABV. _ -fir n- " ELECT CUT SLAB & EXCAVATE FOR E) ELEC` PANEL (N) FOOTINGS @ FUTURE TR HTI ELEVATOR LOCATION -/77T/77 /7 116 (E) STORAGE c(BELOW ENTRY ° 2 LANDING) ""' LINE OF STORY ABV - — - — - — - — - — - — - — - Nil\ II it I I I (E) PORCH ABV kfOOD F MEI II �I L— — — — — — — — — — — — — — — — — — - STAIR REMOVE SIDING FOR NEW SHEAR WALL SHEATHING EXCAVATE FOR (N) FOOTINGS EXCAVATE FOR (N) FOOTING r T/iiT/i7 /iT. //A REMOVE WINDOW, WIDEN OPENING BLDG DEPT APPROVAL it o 0 00 U) 1116- O N � Q V LO a� Z Cc N M a� U) C14 o 0 O M ■ 4—J N o M 0 s= 0 LU s= L N ca U) U (n r E OU) E W 0 F= 0 -0 LLJ 1 � 0 Q a--J 15 X N W M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 5OF22 A2m 1 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES - - -- - SE-PARTUEN-T- - - - I Wall Schedule: I EXISTING (E) WALL ________ EXISTING (E) WALL TO BE REMOVED N Roof Demo Plan 1/4" = 1'-011 0 2' 4' 8' CUT BACK EAVE AT ROOF ADDITION BLDG DEPT APPROVAL it o 00 O U) cn L U) Q V LO Z a� cc N M ca a� U) CV O 0C) M ■ O N O ■ � O 0 O O W � N ca L U) U fu r 4- 0 o �= 0- o �00 a� o LLJ 0 a� �Q M M U '— X o N W M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 6 OF 22 A2n2 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI-VELOPMENT SERVICES DEPARTMENT Plan Notes: HA INDICATES BATTERY POWERED HEAT DETECTION ALARM SA INDICATES HARDWIRED, INTERCONNECTED SMOKE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP CA INDICATES HARDWIRED, INTERCONNECTED CARBON MONOXIDE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP 1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS PRIOR TO CONSTRUCTION, AND NOTIFY CLIENT AND/OR DESIGNER OF ANY CONFLICTS WITH PLAN DIMENSIONS / NOTES. 2. BUILDING ENTRANCE DOOR(S) SHALL BE CAPABLE OF LOCKING, EQUIPPED WITH A DEAD -LOCKING LATCH BOLT, AND BE OPENABLE FROM INSIDE WITHOUT USE OFA KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. SAFETY INDICATES SAFETY GLAZING SEE NOTE 1. OF GLAZING & DOOR SCHEDULE NOTES 4. ACCESS TO BE PROVIDED TO ATTIC SPACES WITH A VERTICAL HEIGHT OF 30" OR MORE OVER AN AREA OF 30 SF OR MORE. ACCESS OPENINGS IN CEILINGS TO BE 22"X30", AND 22"W X 30"H IF LOCATED IN WALL (SEE SRC R807). 5. CRAWL SPACE ACCESS OPENINGS THRU FLOORS SHALL BE MIN. 18"x24". CRAWL SPACE ACCESS OPENINGS THRU PERIMETER WALLS SHALL NOT BE LESS THAN 16"x24". 8, (N) CONTINUOUS HANDRAIL @ 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25" - 2" (GUARD REQUIRED IF >30" ABV. F.F.). RETURN RAIL TO WALL, ALL ENDS. 9. (N) GUARD RAIL, +36" ABV. F.F., WITH OPENINGS LESS THAN 4" PER IRC R312. GUARD SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS AREA MUST BE DESIGNED TO RESIST A 200 POUND CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST BE DESIGNED FOR A 50 POUND LOAD APPLIED OVER A 12"x12" AREA, PER IRC TABLE R301.5. 10. PLAN DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE & CENTER LINES OF DOORS, WINDOWS, POSTS & BEAMS U.N.O. 11. FACTORY BUILT DIRECT VENT FIREPLACE, UL LISTED 127, TO BE LABELED, INSTALLED AND VENTED PER CONDITIONS OF THE UL LISTING. Energy Notes: 12. A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 13. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNINSULATED, OR WITH DAMAGED INSULATION, SHALL BE FILLED WITH R-15 INSULATION AT 2X4 FRAMING AND WITH R-21 INSULATION AT 2X6 FRAMING. 14. ALL NEW HEADERS TO BE INSULATED TO R-10 15. RIGID XPS FOAM (R-5 PER IN.)INSULATION @ ALL (N) RIMS. 16. BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3 FEET OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 17. Wall Schedule: EXISTING (E) WALL ________ EXISTING (E) WALL TO BE REMOVED EXISTING FOUNDATION WALL, SEE FRAMING NEW INTERIOR WALL = 2x4 @ 24" O.C. NEW EXTERIOR WALL = 2x6 @ 16" O.C. NEW FOUNDATION WALL, SEE FRAMING N 00 I �f (E) GROSS HEATED AREA = 597 sq ft (N) GROSS HEATED AREA = 64 sq ft REPLACE IN SAME R.O. , CSMT SIDE SASH TO MEET EGRESS (E) STORAGE UNHEATED 233 sq ft OFFICE AREA = 196 sq ft NS EXISTING DR; 20 MIN RA' CLOSER �T`:I Ed 34"X60" LAAN (E) BATH +95" AREA = 74 sq ft FU BE (E) HALL / O A 7-A 2'-8" AREA �,2 sq ft CA �7 co WI �-j,. 2 > 6 (N) MUDROOM r30"Wx36"D UL — — J- 2'-8" O ;6' 6' -8" � 1 ­4 — k4D�6— +8�5" DEEP HVAC ABV.— — — (E) BEAM 4X? — — D8_ J (N)) CL — -' N N REMODELED BEDROOM AREA (INC CL)= 204 sq ft 0 5 4 (N) CL 6-8" (N) ACCESS DOOR — © COAT CLST ABV n. A A -. �J o o � M (N) POST SE/ (E) GAS METER Z, — --zr Prop 1/4" DUMBWAITE 43X52 FUTURE ELEVATOR STAIR RUN 1----11F - - - - - - M — ­ 1 (E) ELEC. METERS JIII 0-1 I (E) ELEC. (E) \7 SUBPANEL_ I \ , I \ � I \ , FIRE SEPARATION @ GARAGE: \ 1/2" GWB AT WALLS, 5/8" TYPE X X GWB @ CLG SEPARATING \ GARAGE FROM DWELLING / \ —• = 1/2" TYPE X GWB I / \ ALIGN NORTH MUDROOM / \ WALL UNDER BEAM, GWB ON INTERIOR OVER BEAM (N R-21 INSULATED 2X6 WALL �\ (E) GARAGE \ / UNHEATED A 740 sq ft \ / REMOVE GWB CLG X @ INSULATE JOISTS / \ TO FULL DEPTH / \ I HA RELOCATE ELEC. PANEL I ALIGN (N) DR W/ EXISTING DR; 20 / MIN RATED, INSUL., ON CLOSER —REMOVE DOOR, CASED OPENING — — — — — — — — — ® T — — — — — — — — (E) D.V. GAS +85' DEEP HVAC ABV. _.,�., --- — — — — —— 1/2" GWB UNDERSIDE (E) STORAGE ALL STAIR (BELOW ENTRY STRUCTURE LANDING) TE GAS FURNACE o TE WATER HEATER EMO, FILL (E) WDW :-:PLACE MAIL SLOT IN WALL 11LINEOF . ; 1� rior i (E) PORCH ABV(E) 00 FR ME STAIR I (N) WOOD PORCH ABV L----I--------------- I 1 NS d Ground Floor Plan 1'-0" 1E N 0 0 )POST N) POST II )DOOR III ^4 III III III III III I EW (N) POST REMOVE (E) PARTIAL BRICK VENEER ` (N) DBL CSMT WDW, WIDEN (E) OPENING ON SOUTH FACADE, REPLACE WITH FIBER CEMENT LAP SIDING 0 2' 4' 8' BLDG DEPT APPROVAL it O 00 O U) cn L U) Q V LO Z a� cc N m ca a� U) CV O 0C) M ■ O N O ■ � O 0 O O LU ca L ca U) U coo ru L 0 _0 U � Q I N 0 (L o V LU o ^-0 W 0 0 U O L N O M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 1/21/21 DC 7 OF 22 A203 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES - - -- - SE-PARTUENT- - - - GLAZING & DOOR SCHEDULE NOTES: 1. SAFETY: this window meets safety glazing requirment per IRC R308.4 2. EGRESS: this window meets egress requirements per IRC 310.1. All egress windows meet IRC 2018 egress requirements for windows at or above grade: 24" net open height, 20" net width, 5.7 SF min. area., 44" maximum sill height. 3. Building entrance door(s) shall be capable of locking, equipped with a dead -locking latch bolt, and be openable from inside without use of a key or special knowledge or effort 4. All windows within 10' of grade to be lockable from inside. 5. All new glazing to be NFRC certified and compliant with 2018 Washington State Energy Code 6. All windows to be I.G., low E coating, argon filled U.N.O. 7. This window to be operable or have trickle vent for fresh air intake. 8. Window fall protection where the top of the sill of an operable window opening is located less than 24" above the finished floor, per IRC 312.2 9. Opening control devices shall comply with ASTM F 2090 per IRC 312.2.2. Window opening control device shall not reduce the net clear opening area to less than the area required by IRC 310.2.1 HA INDICATES BATTERY POWERED HEAT DETECTION ALARM SA INDICATES HARDWIRED, INTERCONNECTED SMOKE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP CA INDICATES HARDWIRED, INTERCONNECTED CARBON MONOXIDE DETECTOR LOCATIONS WITH EMERGENCY BATTERY BACKUP Wall Schedule: EXISTING (E) WALL ________ EXISTING (E) WALL TO BE REMOVED EXISTING FOUNDATION WALL, SEE FRAMING NEW INTERIOR WALL = 2A @ 24" O.C. NEW EXTERIOR WALL = 26 @ 16" O.C. NEW FOUNDATION WALL, SEE FRAMING Fan Schedule KEY Location CFM Description MFG. Notes EF1 Upper Floor Bath/Laundry 75 Whole House Fan, see sheetA1.0 Panasonic Intermittent, 24 Hour Programmable Timer EF2 Upper Floor Primary Bath 80 Bath/shower room exhaust fan Panasonic Occupancy Sensor built into Fan EF3 Upper Floor Primary Bath WC 60 toilet room exhaust fan Panasonic Push button Timer, 60 Min Door Schedule Location ID Description / Type Notes Height Width Upper Floor D1 Solid Core Fiberglass Insulated Door U-Value = 2.0 @ Remodeled Entry Landing 3 6'-8" 3' Ground Floor D2 Solid Core Door, w/ viewing lite U-Value = .3 3 6'-8" 2'-10" Upper Floor D3 Solid Core Insulated By -Pass Door U-Value = 2.0, w/ full viewing lite U-Value = .3 @ (E) Living 1,3,5,E 6-9 1/4" 6-2 1/2" Upper Floor D4 Solid Core Insulated By -Pass Door U-Value = 2.0, w/ full viewing lite U-Value = .3 @ (E) Living 1,3,5,E 6-9 1/4" 6-2 1/2" Ground Floor D5 Solid Core Insulated Door U-Value = 2.0 @ (N) Mudroom 3 6'-8" 2'-8" Ground Floor D6 Swing Door @ (N) Dumbwaiter room (future Elevator) 6'-8" 2'-8" Ground Floor D7 Swing Door @ (N) Closet in (E) Hall 6'-8" 2'-8" Ground Floor D8 Swing Door @ Remodeled Bedroom 6'-8" 2'-10" Ground Floor D9 By-pass closet door @ (N) Closet in Remodeled Bedroom 6'-8" 64" Ground Floor D10 Access Door @ (E) Storage beneath stair in (N) Closet 3'-4" 2' Ground Floor D11 Swing Door @ Office 6'-8" 2'-8" D12 6'-8" 2'-6" Upper Floor D13 Pocket Door @ (N) Bath Laundry 6'-8" 2'-8" Upper Floor D14 Double Bi-Fold Flipper Doors @ (N) Bath Laundry Closet 6'-8" 5'-8" Upper Floor D15 Bi-Fold Door @ Remodeled Closet in Remodeled Hall 6'-8" 2' Upper Floor D16 Swing Door @ Remodeled Bedroom #2 6'-8" 2'-8" Upper Floor D17 (4) Panel Folding Door @ (N) Closet in Remodeled Bedroom @2 6'-8" 5'-8" Upper Floor D18 Swing Door @ Remodeled Bedroom #1 - 6'-8" 2'-8" Upper Floor D19 Pocket Door @ (N) Bath 6'-8" 2'-10" Upper Floor D20 Swing Door @ (N) Bath Toilet 6'-8" 2'-6" Upper Floor D21 Swing Door @ (N) Walk -In Closet in (N) bath 6'-8" 2'-8" (N) TALLER FIXED (N) SLIDING (E) DECK ,�/_(E) +36"GUARD RAIL, Glazinq Schedule Level ID Glazing Type / Description Notes Width Height Head (+F.F.) Sill (+ F.F.) U-Value Area (SF) Ground Floor A Double Casement @ (E) Garage 4,5,6,7 4' 3' 6-10" 46.00" .3 12.00 Ground Floor B Casement/Fixed/Casement, EGRESS @ Remodeled Bedroom 2,4,5,6,7 7'-10" 3'-10" 6'-9" 35.00" .3 30.03 Upper Floor C Fixed milled to Door D1, SAFETY @ Remodeled Entry 2,5,6 10 3/8" 6-5" 2'-4 1/2" 4.00" .3 5.53 Upper Floor D Transom to Door D1, SAFETY @ Remodeled Entry 2,5,6 5'-2" V-8" 4'-3 5/8" 84.09" .3 8.61 Upper Floor E Fixed milled to Door D1, SAFETY @ Remodeled Entry 2,5,6 10 3/8" 6-5" 2'-4 1/2" 4.00" .3 5.53 Upper Floor F Fixed @ (E) Living 5,6 2' 4' 6-10" 34.00" .3 8.00 Upper Floor G Fixed @ (E) Living 5,6 8' 4' 6-10" 34.00" .3 32.00 Upper Floor H Fixed @ (E) Living 5,6 2' 4' 6-10" 34.00" .3 8.00 Upper Floor I Fixed @ (E) Living 5,6 6' 4'-2" 6-8" 30.00" .3 25.00 Upper Floor J Fixed @ (E) Living 5,6 6' 4'-2" 6-8" 30.00" .3 25.00 Upper Floor K Casement/Fixed/Casement @ (N) Kitchen Sink 4,5,6,7 5'-6" 3' 6-8" 44.00" .3 16.50 Upper Floor L Slider @ (N) Kitchen 5,6,7 6' V-6" 6-8" 62.00" .3 9.00 Upper Floor M Casement @ Remodeled Bedroom #1 5,6,7 2' 3'-10" 6-8" 34.00" .3 7.67 Upper Floor N Double Casement, EGRESS @ Remodeled Bedroom #1 1,5,6,7 6' 3'-10" 6-8" 34.00" .3 23.00 Upper Floor O Double Casement, EGRESS @ Remodeled Bedroom #1 1,5,6,7 5-10" 3'-10" 6-8" 34.00" .3 22.36 Upper Floor P Double Casement, SAFETY @ (N) Bath Laundry 5,6,7 5-10" 3'-10" 6-8" 34.00" .3 22.36 Roof Q Operable (Solar) Skylight @ Dining 2,5,6 --- --- --- --- .5 --- Roof R Operable (Solar) Skylight @ Dining 2,5,6 --- --- --- --- .5 --- Roof S Operable (Solar) Skylight @ Bath 2,5,6 --- --- --- --- .5 --- 260.59 sq ft 4NS1 30" DEEP 4 F_ - - --47-8`_ - - - '-8., 1,-2„ I I 1 Sill 5-2" I 1 © I 1I I B=46 REPLACE DOOR WITH WINDOW, CTR SINK ON FIXED SASH 1 33 21� (E) DECK m' I 1 553.61 SF 6-6" rn I� 3' _ o " COOKTOP & 250 CFM M 1 10 ------------------ (N)SLIDIN-- T--� EXHAUST id0 J HOOD �_ _ N VFY VENT LOCATION 1 /4" N � I I I --- ELEC. � � O Sill2'-6" D4 WALL 0 (N) SKYLIGHT WELL IN CLG, I OVENS EXPOSE OR CLAD TRUSSES (N) BEAM +36"B(R 3'-10 3/4" W/ STAINED WD TRIM k - - - 11 ) FRIDG - � 17 36W. x 6 N O (N) FIXED SKYLIGHTS I\/ I\/ j I i i L 26"D. x 14' 2„ cn BTWN (E) TRUSSES (I_ � /\ I 1 / \ / I 00 (N) KITCHEN 70"T. x2, VFY LOCATION I / / b� G/ \ I 00 I I +92.5" II I \ II I I = 200 sq ft �- \ II � �- 6'-2 1/2" o 6-9 1/4" O - - - 1 FURR OUT OR REBUILD LOW WALL (+43") TO 6" WIDE, TOP W/ 1.5" WOOD CAP TBD� --(E)-LIWNG (N) WROUGHT IRON RAILING & WOOD CAP, SEE PLAN NOTE #9 (N) UPPER STAIR RUN, ALIGN WEST EDGE WITH ENTRY BUMP OUT (N) CONTINUOUS HANDRAIL @ 34"-38" ABOVE -- F.F., GRASP DIMENSION BETWEEN 1.25" - 2", PER PLAN NOTE #8 & DETAIL 4/A5.1 & 5/A5.1 (N) GAS FIREPLACE, SEE PLAN NOTE #11 -24"WxTDWOOD 4 SHELVES ABOVE COAT EW CLOSET, SUPPORT OFF WALL TO SOUTH s, (G 0 REPLACE BAY WDW UNITS IN KIND � 5 (E) GROSS HEATED AREA = 1,585 sq ft ' Sill 2'-10" (N) EAST SIDE ADDED AREA = 84 sq ft (N) ENTRY LANDING ADDED AREA = 14 sq ft 15'-1/2" 44,1/2" 7'� - J - (N) COAT CLOSET @ ENTRY LEVEL77�_ (N) ENTRY ADDITION (N) FIBERGLASS ENTRY DOOR W/SIDELIGHTS, TRANSOM CENTER DOOR ON NEW ROOF/EXTERIOR N 1 30 30 2 N p II Sill 2'-10" � II I SOUND BATT VFY VENT LOCATION INSUL. THIS WALL LO I REMODELED BED RM#1 0 6- I (N) DBL EGRESS CSMT AREA = 187 sq ft 3'-10" I I M - - - - T-8" 4 1/2" 7'-1„ 5 1/2" 5'-7 1/4" __�-L_ I � (N) ELEC. HEATING I VANITY S}kYL IG II 1 84X24 �- - -11 - - - - 2'-10" (N) BATH 2'-8" 6-8" F - 7 7�ZIWALK-IN " L CL n I 00 00 L--__EF-2 ------- �-J AREA =72sgft (E) POST FULL HTIPANTRY r° REMODE Co 1 F - 2X6 WALL I €N - MEDIA CABS, 6" D, VFY- REMODELED c A RELO. SH I i HALL N AIR RTN 3'�7 3/4"VFY 3 -7 AREA = 89 sq ft CA - ti 1 -- 1 00 00 +36" H (N) � N C° COUNTER DUMBWAITER 5-8"j ' WALL FO C\I 1 6-8" --1 EF-1 ---t_� 7R. DN REMODELED ENTRY LANDING 3sgt OE D1 4 1/2" 7'-3/4" 4 1/2 D 8R.I /- REBUILD(E) PORCH DN 65"X86" ,ed Upper Floor Plan 1'-011 7'-2 1/2" 4NS R 1/\1 - -� IL ATTIC AC( 22X24 MIN W W 4 1/2" N FURR OUT TO 2X6 8 FOLD FLIPPER DOORS ON SA DEPTH LAUNDRY CABINET (3/4" PLY) DRAIN & PAN FOR WASHER - - - FULL HEIGHT REMODELED °o CAB. BED RM#2 (N) BATH LAUNDRY AREA = 186 sq ft AREA = 106 sq ft 1 ~1 SOUNDBATT I z I Q INSUL. THIS WALL NEPTUNE WI = T<) ITUB P 1 60X36 - - -'�+ - - - - O - a 4 1 /2' 13'-4 1/4" a s ` -- -- - - -- --zo M-- (N) DBL EGRESS CSMT (E) TAI ZS (N) ELEC. HEATING MAT @ FLOOR W/ PROGRAMMABLE THERMOSTAT (N) CL 5'-8" 6-8" I 4 1/2" T-5 /2" \-VFY VENT LOCATION 0 2' 4' 8' I I I I N I I I I I I I� I� I 04 � I I I I I I I I I J MAT @ FLOOR W/ PROGRAMMABLE THERMOSTAT 4 BLDG DEPT APPROVAL Tito i O 00 U) � L _i Q V L N Z C N to N U) CV o 0 O M ■� o CV O ■ � M O 0 O O LU � N (Q L (U ( [n U coo ru L O _O L aD �..L N O 0- 0 LLJ O ^-0 W O� L O O L C-4 o M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 1/21/21 DC 8 OF 22 A2m4 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT Attic/Roof Ventilation 2018 IRC Section R806.1 1 sf for Ea. 300 sf Attic min. Per exception #2 R806.2 a min. of 40% of required ventilation to be provided by vents (at peak) Required Attic Ventilation Attic #1 Attic Areas 98 sq. ft. Minimum ventilation area required: 0.33 sq. ft. Minimum ventilation area required (Per exception #2 R806.2): 1 0.13 sq. ft. Provided Attic Ventilation at Eaves Areas Diameter of holes in blocking used 1.50 in. Area provided per hole in blocking 1.77 sq. in Total number of holes in blocking 5 Linear feet of rafters @ eave 4.00 ft Number of holes per rafter bay 2.66 Total ventilation provided @ eaves 0.07 sq. ft. of required ventilation provided 50% Provided Attic Ventilation at Peak* Areas Width of roof ridge vent* 2 in. Length of roof ridge vent* 174 in. Ventilation area provided @ ridge vent 2.42 sq. ft. of required ventilation provided 740% PV Energy Credit Note: 7 New PV Panels with an estimated 613 kWh produced annually will be added to an existing array of 18. (Calculation is an estimation and does not take orientation into accout) Note: 2020 power generation is documentated at 11,049 kWh 1 Credit per 1,200 kWh 1.5 credits needed = 1,800 kWh 7 New PV Panels x 613kWh = 4,291 kWh Annual Production I I I I cV�7 iV�7 I I (E) SOLAR PV PANELS RELOCATED ON SOUTH, WEST ROOF FACES PATCH ROOF AT REMOVED CHIMNEY N Propose 1/4" = d Roof Plan 1'-0" I I L J r I � I I I I � I I I I i I I I I I I I I I ' I I (N) FIXED SKYLIGHTS 2'X4, VFY 2'X3' FIXED SKYLIGHT @ BATH I I I I I I I I I I L — — — I I I I I ROOF OVER PORCH TO SETBACK LINE OVERFRAME ROO 0 2' 4' 8' Of //i 10 10 10 (E) GUTTER @ EAVE TO REMAIN (HIDDEN) (N) GUTTER TO MATCH & TIE INTO (E) (N) 4" RIDGE VENT, SEE ATTIC VENTILATION THIS SHEET (N) GUTTER TO MATCH & TIE INTO (E) (E) GUTTER @ EAVE TO REMAIN (HIDDEN) BLDG DEPT APPROVAL it O 00 O U) cn L U) Q V LO Z a� cc N ca M a� U) CV O 0C) M ■ O N O ■ � O 0 O O LU ca L c) U coo E_ O� O0 0 LLJI O ^-0 W O� L O O L N O Cl) Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 9 OF 22 A2n5 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI-VELOPMENT SERVICES DEPARTMENT (N) ADDITION AT 2ND FLOOR N ROOF N ROOF 'RUSSES OVERFRAMING T.O. PLATE 60.85' T.O. SUB FLR 53.14' T.O. PLATE 52.31' T.O. SLAB 44.39' DW Pro„ose 1/4 = 12 4 I 0 (E) ELEC. METERS & UNDERGROUND POWER Proposed North Elevation 1/4" = 1'-0" West Elevation 1'-0" F T.O. PLATE 60.85' T.O. SUB FLR 53.14' T.O. SLAB 44.39' HEIGHT LIMIT = 68.79' PAINTED WD FASCIA TO MATCH (E) EXHAUST FOR FAN EF-2 W/ 36" @ (N) ROOF, TYP. CLEARANCE SHOWN _LEI ROOF RIDGE Propose 1/4" = d East Elevation 1' - 0" (N) ADDITION AT 2ND FLOOR T.O. PLATE 60.85' T.O. SUB FLR 53.14' T.O. PLATE 52.31' (E) FIBERCEMENT LAP SIDING TO REMAIN (N) FIBERCEMENT LAP SIDING, TBD BY OWNER B 44. 1 AVERAGE GRADE=43.79' 5/4"x7.25" PAINTED WD FASCIA @ EXHAUST FOR FAN EF-1 W/ 36" EEIIGHTLIMIT' ENTRY GABLE CLEARANCE SHOWN E ROOF N ROOF— — — — — — — — — — — — — — — — I \ N ROOFOVERFRAMING TRUSSES —— — — — — — — — — — — — — — — — — — — — — - --—-—-—- —-—-——-—-—-—-—-—f— — — 12 4 I I ` ' L 4 ` " O SAFETY I<L = +34" ,IIL ------ L� --]I 11 "11 �� FF1@ SAFETY GRES ' SI L=+a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (E) GAS METER Proposed South Elevation 1/4" = 1'-0" BLDG DEPT APPROVAL ZM o L(D 00 O co CO L U) Q Z Cc N m ca N U) CV O 0C) M � 4—J N 00 0 0 LU L U) U E aD I N 0 LLJ 0 O� �J Q ru U o N UJ M Phase Drawn B CD I SK 08/30/2021 PERMIT Rev. Date B zL 9/27/21 DC 10 OF 22 8' A3m 1 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES - - -- - SE-PARTUEN-T- - - - SOLAR PANEL TYP., SEE ROOF PLAN A2.5 NEW FLOOR (aD ENTRY: COMPOSITION SHINGLES ROOFING PAPER / 30# FELT SHEATHING PER STRUCTURAL PLANS 2X8 HF #2 @ 24" O.C. PER STRUCTURAL PLANS R-49 BLOWN -IN OR BATT INSULATION (MAINTAIN 1" AIR GAP ALONG SHEATHING) 1/2" GWB WITH PVA PRIMER @ INTERIOR CONDITION SOFFIT TBD @ EXTERIOR CONDITION T.O. PLATE 60.85' R-10 RIGID INSULATION @ HEADERS, TYP., SEE PLAN NOTE #14 (N) WOOD BRACKETS TO SUPPORT ROOF REBUILD FRONT PORCH/STEPS T.O. SUB FLR 53.14' T.O. PLATE 52.31' (N) GUARD RAIL, +36" ABV. F.F., WITH OPENINGS LESS THAN 4" PER PLAN NOTE #9 & DETAIL 6/A5.1 & 7/A5.1 RIGID FOAM INSULATION @ RIMS, TYP., SEE PLAN NOTE #15 T.O. SLAB 44.39' NEW FLOOR (a ENTRY: FINISH FLOOR TBD .75" PLY SHEATHING 2x10 JOISTS @ 16" O.C. PER STRUCTURAL R-38 BLOWN -IN OR BATT INSULATION .5" FIBERCEMENT SOFFIT (N) RIDGE VENT, SEE ATTIC VENTILATION, SHEET A2.5 NEW ROOF: COMPOSITION SHINGLES ROOFING PAPER / 30# FELT 12 4 (N) SKYLIGHTS @ DINING SHEATHING PER STRUCTURAL PLANS 12 INSULATE SIDES OF WELL 12 12 MANUFACTURED TRUSSES PER STRUCTURAL 4 TO R-21 W/ BLANKETS OR 4 4 R-49 BLOWN -IN OR BATT INSULATION RIGID INSULATION (MAINTAIN 1"AIR GAP ALONG SHEATHING) 2'-4" 2' (E) ATTIC - TRUSSES (N) ATTIC - TRUSSES 1/2" GWB WITH PVA PRIMER @ INTERIOR 2 VERIFY R-49 BLOWN -IN A5.1 --- ---� ---...... ...... ...... ...... ...... ...... ------- T.O. PLATE 60.85' I I NEW EXTERIOR WALL: (N) B A ' Lu z (N) LOW WALL W/ WOOD CAP FIBERCEMENT SIDING, TBD BY OWNER WATER RESISTANT BARRIER 04 < (E) DINING (E) DECK (N) WALK-IN CL (N) CL WALL SHEATHING PER FRAMING PLANS 2x6 FRAMING @ 16" O.C, PER FRAMING PLANS ZoU R-21 BATT INSULATION - ROCKWOOL I� (E) ENTRY 1/2" GWB INTERIOR W/ PVA VAPOR BARRIER PRIMER ---- (E) BEAM A5.1 v) - - _ I I T.O. SUB FLR 53.14' T.O. PLATE 52.31' b �. ��ir) i o _ — - - - — NEW FLOOR (&, BUMP OUT: ' I FINISH FLOOR TBD I :;t zIt .75" PLY SHEATHING (E) BATH I _ 2x10 JOISTS @ 16" O.C. PER STRUCTURAL ' GARAGE E TRY BELOW R-38 BLOWN -IN OR BATT INSULATION 00 I 00 .5" FIBERCEMENT SOFFIT Of co IIII nI - (N) POST PER STRUCTURAL, TYP. OF (3) I FL I L T.O. SLAB 44.39' WIDEN/REBUILD UPPER STAIR RUN @ ENTRY; 1/2" GWB UNDERSIDE OF ALL STAIR STRUCTURE TYP. NS Section Looking West 1/4" = 1'-0" (E) HVAC SUPPLY DUCTING, RECONFIGURE AS NEEDED NO INCREASE IN STRUCTURE HEIGHT (E) LIVING (E) ENTRY a NS Section Looking East at Addition 1/4" = 1'-0" r— LINE OF ASSUMED GIRDER TRUSS (2) OFF SET EA SIDE OF WALL i I i I I I i I 0 (N) BATH-4AUNDRY - Nay LrLq (N) CL I I ai Ua �� (N) CONTINUOUS HANDRAIL @ I 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25" - 2", PER PLAN NOTE #8 &DETAIL -11 1 6'-6 1/2" , Q Lq 4/A5.1 & 5/A5.1 NEW FL_j OOR (@ ENTRY: FINISH FLOOR TBD .75" PLY SHEATHING 2xl0 JOISTS @ 16" O.C. PER STRUCTURAL 1/2" GWB INTERIOR EW Section Looking North 1/4" = 1'-01 1 WIDEN UPPER STAN-RldN MWEST EXTEND FLOOR OF LANDING FOR WIDER UPPER STAIR & COAT CLOSET (N) BEDROOM (E) GARAGE/SHOP i (E) HOUSE 1--�' (N) ADDITION AT UPPER FLOOR I i i 1/2" GWB AT WALLS, 5/8" TYPE X GWB @ CLG SEPARATING GARAGE FROM DWELLING 0 2' 4' 8' (N) FOOTING PER STRUCTURAL, TYP. OF (3) SOLAR PANEL TYP., SEE ROOF PLAN A2.5 T.O. PLATE 60.85' NEW EXTERIOR WALL: FIBERCEMENT SIDING, TBD BY OWNER WATER RESISTANT BARRIER WALL SHEATHING PER FRAMING PLANS 2x6 FRAMING @ 16" O.C, PER FRAMING PLANS R-21 BATT INSULATION - ROCKWOOL 1/2" GWB INTERIOR W/ PVA VAPOR BARRIER PRIMER T.O. SUB FLR 53.14' T.O. PLATE 52.31' T.O. SLAB 44.39' BLDG DEPT APPROVAL it O O 00 C0 i U) CO Q V L N cc N t6 a� U) CV O O O M ■� o N O M 0 O Lu � N ca L L U E O O_ I N O LLJ c O OQ V0 O N (n O Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 1/21/21 DC 11 OF 22 A4m 1 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES - - -- - SE-PARTUEN-T- - - - 2X8 RAFERS PER STRUCTURAL 2x2 baluster, typical - 4x4 post, typical 2x6 or 5/4 board rail cap: attach to guard post with DO NOT NOTCH 6'-0" maximum spacing (3) #12 by 3" long screws or (3) 16d threaded nails with 0.148" nominal diameter PAINTED 36" - 2x4 top and bottom; CONNECTIONS PER STR 00 STRUCTURAI minimum attach to guard post with L HdT �T (2)8d threaded nails or 5.5"x5.5" PAINTED WOOD ANGLED F F jL�� (2)#8 wood screws ?2-'/2" CONNECTIONS PER STRUCTURAI long on inside face 0 0 7— nominal 2x8 rim or outside joist (2)1/2" diameter openings shall not allow attach balusters at top and bottom through -bolts the passage of a 4" with (1)#8 wood screw or (2)8d TRIM PE and washers diameter sphere post -frame threaded nails with 0.135" nominal diameter Guardrail Detail @ Upper Deck NOT TO SCALE 3.5"x5.5" PAINTED WOOD LAG TO CONNECTIONS PER STRUCTURAI � 6 „ max A%a" D.D. galvanized bolt or threaded rod w/ nuts & washers 2 'rnin and 5" max Min. 1800# tension device 5/s" O.D. galvanized bolt or threaded rod w! nuts & washers 2x8 min. deck 2"min joists & rims 2f' min and 5" max Tmin 4x4 min. post @ 6'0" o.c. max., Typ a Section A a 2"min 2x8 min. blocking 2"min Use above details for guard connections or provide engineered Min. 1800# tension straps y design that shows Guards can resist a single concentrated load of 200 J applied in any direction at any point along the top and Section B have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 Guardrail Attachement Detail NOT TO SCALE stair guard is required for stairs with a total rise of 30" or more: see GUARC REQUIREMENTS for more information stair guard height: 34" min_ measured from nosing of stet Openings for required guu.., . ,...... sides of stair treads shall not allow a sphere 4-3/8" to pass through. Stair Guard Detail, TVD. 1 I iul I'dUILU WFI-I III ly AI IUII not permit the passage of a 6" diameter sphere. PAfR CLEARANCE, MAINTAIN 80" MIN. ABV. NOSING CONTINUOUS HANDRAIL @ 34"-38" ABOVE F.F., GRASP DIMENSION BETWEEN 1.25" - 2", PER SMC 311.7.8, TYP. RETURN RAIL TO WALL, ALL ENDS WHEN TREADS ARE LESS THAN Q 11" A NOSING PROJECTION NOT z LESS THAN 3/4" AND NOT MORE �° o THAN 1 1/4" SHALL BE PROVIDED z� ON STAIRWAYS WITH SOLID Of RISERS. BEVELING OF NOSINGS L` SHALL NOT EXCEED 1/2". r' STAIR RISE & RUN: 10" MIN. TREADS & 7.75" RISER MAX. Stair & Handrail. TVD. NOT TO SCALE D3Bracket @ Entry 1 1/2 = 1-0 \\z GWB @ INTERIOR New Eave, Typ. 1 1/2" = 1'-0" SHEATHING PER STRUC FINISH FL00 JOIST x STRUCTURAL Q0 MZ co z T.O. SUB FLR o Q od J N Z � �of v U_ co Roof New Floor @ Addition 1 1/2" = 1'-0" TRUSS ROOF: COMPOSITION SHINGLES ROOFING PAPER / 30# FELT SHEATHING PER STRUCTURAL PLANS MANUFACTURED TRUSSES PER STRUCTURAL R-49 BLOWN -IN OR BATT INSULATION (MAINTAIN 1" AIR GAP ALONG SHEATHING) 1/2" GWB WITH PVA PRIMER @ INTERIOR RIGID OR SPRAY FOAM (R 6.7/INCH) Al ROOF EDGES, KEEP 1" AIR GAP VENTED BLOCKING, (3) NOTCHES EAC BAY, SEE ATTIC VENTILATION SHEET P 2X4 OUTRIGGER OR TRUSS TAIL GUTTER, MATCH (E) VFY \ W/ DAN \ PAINTED WD FASCIA TO MATCH (E) @ (N) ROOF, TYP. 5/43 PAINTED WD RABBETED TRIM EXTERIOR WALL: FIBER CEMENT SIDING - HORIZONTAL, VFY EXPOSURE WRB SHEATHING PER STRUCTUAL 2X6 @ 16" O.C. R-15 ROC KWOOL BATTS 1/2" GWB W PVA PRIMER EXTERIOR WALL: FIBER CEMENT SIDING - HORIZONTAL, VFY EXPOSURE WRB SHEATHING PER STRUCTUAL 2X6 @ 16" O.C. R-15 ROCKWOOL BATTS 1/2" GWB W PVA PRIMER PRE -FINISHED METAL DRIP CAP FLASHING BEAM PER STRUCTURAL 5/412 PAINTED WD RABBETED TRIM R-30 ROCK WOOL BATTS @ FLOOR OVER UNHEATED SPACE 1X4 STAINED WOOD T&G SOFFIT, TBD BY OWNER 0 6" 1' 2' BLDG DEPT APPROVAL it o 00 O U) O U)CO Q V LO Z a� M U) cc N o CV O 0 O M ■ �J N o 00 0 o Lu ca L ca U coo V fu E 4 0 U I fu � W � � O U 4� 4—J Q U L N O M Phase Drawn B CD SK 08/30/2021 PERMIT Rev. Date B 12OF22 A5n 1 THIS SHEET FULL SIZE @ 24" x 36" RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DEAD LOADS: ROOF 12 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECK 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.289 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.454 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.031 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.558 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM PLYWOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.3 SEISMIC RESPONSE COEFFICIENT (CS) 0.159 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. SS BASE SHEAR (V), V = CSW = RD 1 W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE B KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X CONCRETE ADHESIVE ANCHORS X IF REQ'D NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NO: REPORT NOT AVAILABLE AT TIME OF DESIGN PREPARED BY: DATED: ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 1 0.55 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 1 72 1 55 22 93 72 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. fte1P113� 7 ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT &4- OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07l W 2021 J Q H F- Z 2 O co Q' ~ O V) LIJ Lu 0 � DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO. 21224.10 DATE: 07/23/21 I� 0 W 0 0 0 a 0 Z W 00 U 0) J w J Q cl NQ w D LIJ Qo U N Z J 0 SHEET: Simi RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES 4= - 4m (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 LEGEND PHONE (425) 778-8500 FAX (425) 778-5536 100, 1g ?, P va. 0��O L� � ON 0�/ W 2021 J H Z 2 O V) 0 0- W Q N 0 n O Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 0 0 W 0 o O Q 0 W 00 Z U 0) w J Q Q o � � (LLJ D La o U Q z � J �' 0 w U co U- SHEET: ■ Ld S12 RESUB Nov 22 2021 DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF NATIVE SOIL FRAMING — — — — — EXTENT OF GRANULAR FILL FRAMING COLUMNS STRUCTURAL STEEL COLUMN BEARING P ON BEAM RATED SHEATHING BEAM CONTINUOUS �'8 SHEAR WALL OVER SUPPORT (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK M. WA (SEE SCHEDULE) BEARING STUD FOOTING MARK O WALL (SEE SCHEDULE) NON -BEARING HOEDOWN MARK STUD WALL (SEE SCHEDULE) BEARING STUD HANGER MARK SHEAR WALL (SEE SCHEDULE) O NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT �/� FRAME CONN. /� ABBREVIATIONS ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL ALT ALTERNATE KIP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT -1— 1 1 V W/ TITEN HD ANCHOR BOLT I I I I I I I I I I I L-II FOUNDATION PLAN SCALE: 1/4" = V-0" -6" SQ x 12" DEEP FTG '/ (3) #4 BARS EA WAY, )P & BOT -6" SQ x 12" DEEP FTG '/ (3) #4 BARS EA WAY, )P & BOT 2'-0" 0 2'-0" TYPICAL FOUNDATION PLAN NOTES: 1. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 2. ALL DIAPHRAGMS UNBLOCKED UNO. 3. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. 4. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 5. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4x6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. = -(> 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 6. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 7. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 8. CONTRACTOR SHALL TEMPORARILY SHORE & SUPPORT EXISTING FRAMING AS NEEDED. 9. REFER TO THE FLOOR FRAMING PLAN NOTES ON SHEET S2.2 FOR ADDITIONAL INFORMATION. 15 M. ?, q� OF 1PAg�l���t1� P Wr t �L I01 `s-�N5AL 07/ W 2021 DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 Z O 0 0 Q 0 0 W 00 v 0) Z w JQ O w w Ui Q Q o p N Zo Z J o O W U c0 La L.L. SHEET: S201 RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI-VELOPMENT SERVICES DEPARTMENT O C �A o_ Q w m N X w ■ EXIST JOISTS ■ s WIDEN EXIST STAIRWAY AND LANDING PER ARCH PLANS. PROVIDE ADDITIONAL 2x FLOOR JOIST AND LANDING AND ADDITIONAL 2x STAIR STRINGER AS REQ'D. MATCH EXISTING FLOOR FRAMING SIZE AND MATERIAL. CUT BACK EXIST UPPER FLOOR FRAMING AS REQ'D MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" EXIST 5 1/8 x 15 GLB JOISTS EXIST 2x10 JOISTS NOTCH BOTTOM EDGE OF STRINGER AND ATTACH STRINGER TO EXIST RIM OR BEAM W/ SIMPSON HU OR HUC HANGER EXIST 2x10 JOISTS I -XLEDGERXW/ WIDEN EXIST LANDING W/ 2x STUD JOISTS TO 2x WALL PER STRUCTURAL NOTES 1/2" CAS x 3.5" LAG SCREWS @ 16" OC EXIST 2x10 JOISTS ■0 EXIST 2x10 JOISTS N � a cn X N M LO 5� 4 EXIST BEAM ■ Q^ EXIST BEAM ELEVATOR LIFT x4\ I SHAFT FOR FUTURE SOLID 9.25" DEEP CONT RIM AROUND SHAFT PERIMETER AT FLOOR LEVEL t L f COLUMNS FOR GUIDE RAIL ANCHORS. ATTACH TO WALL TO TOP & BOT PLATES W/ (2) SIMPSON A34 CLIPS, TOP & BOT \1 1\ I � 2 2k 7 S5. ,1 I I N SIMPSON LUS FACE MOUNT HANGER, TYP 4x10 N Q+7-7- 3 N 61 xl S5. 0 r4 v, N N SIMPSON LUS OR X X HUC HANGER 4 w "' p l I I I I I I I I ■ EXIST 2x III 4 S5. COLUMNS TO BE TREATED - - 4x4O- - - FOR EXTERIOR EXPOSURE, TYP 3 S5. V �p O J iD L� � IIN N to Ix = 100 x N Ian SIMPSON CCQ COLUMN CAP V) 2 S5. I I I m J IV N c) 0 Ir-i x h iLn � I N SIMPSON ECCQ 410 COLUMN CAP, TYP 9tA ■� ■f = � 1 TYPICAL FLOOR FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 3. ALL DIAPHRAGMS UNBLOCKED LINO. 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2"0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. 5. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 6. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4x6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 7. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 8. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 9. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE MOUNT HANGERS W/ MAX NAILING. 10. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON LUS SERIES FACE MOUNT HANGERS W/ MAX NAILING FOR DIMENSIONAL LUMBER. 11. UNLESS NOTED OTHERWISE, ALL BEAM -TO -POST CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN CAPS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07/ W 2021 Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 z O Z < N O L� W 00 U O ly- w J Q O o O LLJ F- o � Q z 0 z 1 U (o Ld ul SHEET: S2m2 RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI-VELOPMENT SERVICES DEPARTMENT WOOD BRACKET PER DET 9/S6.1, TYP ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. 3. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS SHALL BE 46 HF#2 WHERE MAXIMUM SPAN = 4'-0" AND SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 5. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 6. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 7. ALL DIAPHRAGMS UNBLOCKED UNO. 8. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 9. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 10. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. 11. WHERE EXTERIOR HEADERS OR BEAMS INTERRUPT THE DOUBLE TOP PLATE, PROVIDE MST37 STRAP FROM DOUBLE TOP PLATE TO HEADER WITH FULL NAILING TO PROVIDE CONTINUOUS SHEAR CONNECTION. 12. BEAM TO COLUMN CONNECTIONS SHALL BE SIMPSON ECCQ OR CCQ SERIES COLUMN CAP, UNLESS NOTED OTHERWISE. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07/ W 2021 J Q F— z _O n N ry ~ U W Lu 0 0- V ry Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 Z Z a o � v c Z w J Q o � Q Q o J N Z LL. J O O < O w 0 � SHEET: S2m3 RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT 4= I(> 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 SHEAR WALL SCHEDULE FAX (425) 778-5536 q OF 1PAg�l��t1� R Dip O �,, 459L01t `SI 0�l W 2021 Q F z 2 O m � =)a- cN H U � Ld Q N n Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 Z O H _ 0 0 O Q IN w 00 U 0)w J Q � Ld w w Ui Q 0 0 J N Z w J _ O _ � SHEET: ■ S31 RESUB Nov 22 2021 MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY SHEATHING EDGES (SEE NOTE 3) AT PANEL EDGES TOP PLATE RIM/BLKG FOUNDATION SILL PLATE SIZE (pLF) BELOW SW6 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"q5 x 3 1/4" 3/4"0 AB 2x 288 ONE SIDE AND BLKG @ 6" OC @ 24" OC @ 6" OC @ 5'-0" OC SW4 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3 1/4" 3/4"0 AB 2x 428 ONE SIDE AND BLKG @ 4" OC @ 20" OC @ 4" OC @ 5'-0" OC 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3 1/4" 3/4"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC @ 3" OC @ 4'-0" OC 2x 455 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3 1/4" 3/4"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC @ 2.5" OC @ 3'-0" OC 2x 595 2SW3 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3 1/4" 3/4"0 AB 2x 910 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 2'-0" OC 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3 1/4" 3/4" 45901 0 AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-6" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES &RIM/BLOCKING. 0 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC, 2SW3 = (2) 0.131"0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 3/4"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. AT EXISTING FOUNDATION WALLS, INSTALL TITEN HD ANCHORS W/ 7" EMBEDMENT TO MATCH TABLE ABOVE. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 11. FOR SHEAR WALLS WHERE NO HOEDOWNS ARE SPECIFIED, THE FIRST AB SHALL BE LOCATED NOT MORE THAN 1'-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. J HOEDOWN SCHEDULE ww MARK TYPE MIN CHORD STUD NAILS OR BOLTS ANCHOR BOLT CAPACITY (LB) SIZE (SEE NOTE 4) MST37 (2) 2x (11) 16d EA END - 2,345 �2 HDUS (2) 2x (14) SDS 1/4" x 2 1/2" SCREWS 5/8"0 4,065 NOTES: BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT O C (4) #4 HOOKED DOWELS NI COL PER PLAN SIMPSON CB POST BASE 8" x 8" CONCRETE PLINTH z SIZE AND REINF PER PLAN DECK FOOTING DETAIL SCALE: 1" = 1'-0" NOTE: FOOTING DEPTH & REINFORCING SHOWN THIS DETAIL SHALL TAKE PRECEDENT COL PER PLAN OVER FOOTING DEPTHS SPECIFIED ON THE PLAN AND FOOTING SCHEDULE SIMPSON MPB66Z POST BASE #4 HORIZONTAL SQUARE SHAPED #4 HORIZONTAL TIES @ 3" OC DIAMOND SHAPED 1'-4" SQ CONCRETE TIES @ 3" OC - z PLINTH - - _ _ (8) #4 I I VERTICAL CDI I DOWELS W/ 90° HOOK A A TOP BARS TO © o MATCH BOT BARS (3) #4 BARS IN SCHED all EA WAY, N (8) #4 VERTICAL TOP & BOT ® ® ® DOWELS W/ 90' HOOK (4) #4 BARS EA m v WAY, TOP & BOT 1'-4" SQ CONCRETE PLINTH SIZE PER PLAN SECTION A - A SECTION 2 SCALE: 1" = V-0" NOTE: EXTEND THREAE ROD BETWEEN J INTO STEM WAL BELOW. PROVID COUPLER IF REC THREADED R REQ'D PER P HOLDOWN SCHE INSTALL W, HIT-HY 200 1 CONC STEM WALL TOP OF FTG SHEAR WALL PER PLAN AND SCHED OLDOWN PER PLAN ,ND SCHED QUASH BLKG TO 1ATCH HOLDOWN HORD ABOVE 0 A. HDU5 INSTALLATION HOLDOWN DETAIL (EXIST FOOTING SCALE: 1" = V-0" STUD WALL FRAMING PLAN NC SHEATHING AND NAII PER PLAN AND SH WALL SCHEE EXIST FINISHED GRADE NOTE: PLYWOOD SHEATHING MAY BE INSTALLED ON INTERIOR FACE OF WALL IN LIEU OF EXTERIOR WALL. SECTION SCALE: 1" = V-0" EXIST FTG PER PLAN 10 SIMPSON A34 OR LTP4, (2) SIDES OF COLUMN PROVIDE SQUASH BLKG AS REQ'D FOR FULL BEARING OF COLUMN ABOVE SECTION SCALE: 1" = V-0" II II 1 4:-�j 0 0 SIZE & REINF PER PLAN COL PER PLAN r-- EXIST FLOOR SYSTEM EXIST JOIST BLKG EXIST DBL TOP PLATE STUD WALL PER FRAMING PLAN NOTES AB PER STRUCTURAL NOTES PT SILL PL /- EXIST SLAB z w —11 0- CONTINUOUS FOOTING DETAIL SCALE: 1" = 1'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07/ W 2021 II J H z O N O W Lu 0 � W � ro Q fV 0 � n O Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO. 21224.10 DATE: 07/23/21 Z (,/) O J 0 O L�J a o p W co Z Ld < O w w Q Q o p N Z � O p < o O W U (0 Lw L.L- Baas mi RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI-VELOPMENT SERVICES DEPARTMENT C GI STAGGER NAILS ON EA SIDE OF PANELJOINTAS REQUIRED PER SHEAR WALL SCHED -n-------r-1- - I.1 I•I II II II II II II II II HEADER PER PLAN I I I I I.1 I•I •11 II II I CRIPPLE STUDS PER j l j I I I I I I I PLAN; DO NOT CUT 1.1 1 1 1 I I III 1 AWAY MATERIAL 1 1 1 I I 11 FROM CRIPPLE STUDS I I.1 I I�j I•I 1 I 11 II I 1 11 II 1 I� I•I 1,1 I I I I 1 I I•I 1 1 I I FULL -HEIGHT I I•I 1 11 I I III 1 1 1 1 1 1 1 1 1 I I HOLDOWN CHORD 1 1 1 1 11.11 11 I I 11 1 1 I.1 I I I I.11 11 I I I •1 I I, 1 1 I 11 I LI 1 11 I I.11 11 I I III1 11 II I I I I 1.1 I.1 11.11 11 I I 1 1.1 1• 1 1 11 11 I 1.1 1 11 11 1 1 I I AB W/ SIMPSON BP 1 1 I I 1 PL WASHER, TYP I I I•I II II I •1 I I'1 I.1 1 1 1,I 1I II II PT SILL PL PER I I I I •I A 1 1 SHEAR WALL SCHED I•I Io I 1.1 o II _ z II II -III III- CONCRETE FOOTING OR P/T SLAB - NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. ------------------------------------- ------ I'I I'I I'I 1•I I I•I II II II II III II II II II III I I I I I I I I I II II II II III II II II II III I'I I'I I'I 1•I 11. II II II II I 1 I II II �1 III FRAMING AT ADJOINING I'I I I PANEL EDGES PER SHEAR I I I I I II II II I'I WALL SCHED 1 I II iI 1 111 II II II II 1�.1 II II II I II II II I III II II II II II _J L - - - --j,H- ;-- -i F,---,-- . . . •i I,1 I,1 II II II II II II II II II II II II II II II I'I I01 I01 II II II II II II II II II II II II II II II I'I I,I I,I II II II II II II II II II II II II II II II I'I I,I I,I - II II II II II . _ L L_ _ _ _ _ _ _ 1 L _ _ _ _ _ _ 1 o 4 . II II 1 II II II II II 11 II II II 1L_ _ _1L- • • • AB SIZE & SPACING A I III- I I I I PER PLAN & SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING 11 <� -III—III- -III—III- -III—III- TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B.'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP CONCRETE STEM WALL CONCRETE FOOTING NOTE: SUPPORTS AT SOLID POSTS SIM PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMI1' ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,r BEAM WIDTH, MIN LINO NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS (2) ROWS OF (8) 0.131"0 x 3" 2 1/4" END NAILS @ 3" OC EA SIDE OF DISTANCE, TYP SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC SPACING TOP CHORD SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131" 0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPIC���OP PLATE SPLICE DETAIL 4 SCALE: 1" PARALLEL TO STUD WALL JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU_,. , PERPENDICULAR TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"x 3" NAILS - TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND CULUIVIN SCHEDULE UR STRUCTURAL NOTES TYPICAL HEADER DETAIL SCALE: 1" = V-0" STUD WALL CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON STRAP WITH FASTENERS PER HOLDOWN SCHEDULE JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH FULL DEPTH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE TYPICAL STRAP HOLDOWN DETAIL SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07/ 2�/ 2021 1 J H H z O_ m Q' ~ O Y) pC W Lu 0 a W Q N O Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 Z 0 c) 0 0 Q N C) w 00 U 0) Q w J 0 N w w UJI Q cl N Z J 0 Q w o U co w SHEET: a u S501 RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT O C SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN (DIRECTION VARIES) JOIST P (DIRECTION FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" ENGINEERING SHEATHING & NAILING PER 250 4TH AVE. S., SUITE 200 PLAN & SHEAR WALL EDMONDS, WASHINGTON 98020 SCHEDULE OR STRUCTURAL PHONE (425) 778-8500 NOTES; EXIST SHEATHING AT FAX (425) 778-5536 NON -SHEAR WALLS EXIST STUD WALL PLYWOOD SHEATHING & NAILING PER PLAN NOTES SILL PLATE NAILING PER PLAN &SHEAR WALL STUD WALL PER FRAMING PLAN NOTES 2x LEDGER W/ (2) 1/2"0 x 4.5" SCHEDULE OR SHEAR WALL LAG SCREWS @ 16" OC STRUCTURAL NOTES PER PLAN NOTE: HOEDOWN STRAP JOIST PER PLAN W/ EXIST SHEATHING SHEATHING AND NAILING PER SILL PLATE NAILING PER PLAN & SHEAR FOR NOTES & DETAILS NOT PER PLAN, FIELD HANGER PER PLAN NOTES PLAN & SHEAR WALL SCHEDULE WALL SCHEDULE OR STRUCTURAL NOTES CALLED OUT REFER TO DETAIL 3 BEND AROUND BEAM OR STRUCTURAL NOTES CONTINUOUS RIM EXIST RIM BREAK SHEATHING AT PLATE UNO WOOD JOISTS PER PLAN SILL PLATE NAILING PER 2x4 BLOCKING AT SHEAR SHEAR WALL SCHEDULE WALLS ONLY OR SIMPSON A35 PER SW SCHEDULE NEW OR EXIST SHEATHING BETWEEN RIM & TOP PLATE & NAILING PER PLAN & SHEAR WALL SCHED HEADER BEAM NOTE: JOIST PARALLEL TO WALL PER PLAN NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 EXTERIOR WALL PERPENDICULAR TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" BEAM PER PLAN SILL PLATE NAILING PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES NOTE: NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 SHEATHING & NAILING PER PLAN WOOD JOISTS PER PLAN I:EdON15I:11:Z1:1: aMAIONNil [ft9�7 2x4 BLOCKING AT SHEAR WALLS ONLY TYP EXT STUD WALL AT BEAM SCALE: 1" = V-0" (4) 10d NAILS 2x WOOD RIM JOIST BEAM PER PLAN SIMPSON A35 @ 4'-0" OC EXTERIOR WALL PARALLEL TO JOISTS (3) 0.131"0 x 3" NAILS EACH END WOOD JOISTS PER PLAN 2x WOOD BLOCKING @ 4'-0" OC MAX TYPICAL EXTERIOR STUD WALL AT BEAM SCALE: 1" = 1'-0" 07l W 2021 J Q z _O n N ry ~ U V LIJ W 0 0- r-I W \ Q N Q \ O Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 I Z a 0 F_ w 0 0 0 0 Q o Cr) w 00 0) _Z z Z � � J < Q � W L Q 0 Z J 0 0 0 < 0 w 0 � U (0 Ld SHEET: S5m2 RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT PLYWOOD SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES 2x W/ 10d @ 6" OC TRUSS PER PLAN SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE EXIST STUD WALL FRAMING SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES 2x OUTLOOKER (24" MAX OVERHANG) GABLE END TRUSS SHEATHING AND NAILING TO MATCH SHEAR WALL BELOW SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES A35 CLIP PER SW SCHED (24" OC MAX) A35 EACH LINE OF BLOCKING OPTION A. BLOCKING AND STRAPS TYPICAL GABLE END SECTION SCALE: 1" = 1'-0" SHEATHING AND NAILING TO MATCH SHEAR WALL BELOW OVERFRAMING PER DIET 8 EXIST TRUSS A35 CLIP PER SW SCHED (24" OC MAX) EXIST AND NEW ROOF FRAMING SCALE: 1" = V-0" SIMPSON LSTA15 STRAP EACH SPLICE 2x4 BLOCKING FOR (3) TRUSS SPACES @ 4'-0" OC MAX 6d COOLER NAILS @ 6" OC OVER EXTENTS OF BLOCKING STUD WALL PER PLAN & N--" ROOF SHEATHING & NAILINC ROOF FRAMING PLAN N 2x ROOF RAFTERS PER SIMPSON B SERIES SLOPED HAf 2x8 LEDGER W/ (2) 1/4" Q SCREWS @ 16" OC (EA S HSC OWER ROOF SECTION 6ALE: 1" = 1'-0" (4) 8d NAILS INTO EA BLOCK 2x4 BLOCKING EACH BRACE 2x4 BLOCKING EACH BRACE (6) 10d I I PROVIDE (2) 2x4 OR (1) 2x6 DIAGONAL BRACE AT 4'-0" OC NOTE: REFER TO CASE A FOR INFORMATION NOT SPECIFICALLY CALLED OUT OPTION B. BRACING SHEATHING & NAILING PER PLAN & SW SCHEDULE A34 EA STUD SHEATHING & NAILING PER ROOF PLAN NOTES ROOF RAFTERS PER PLAN ATTACH 2x HF#2 LEDGER TO WALL W/ (3) 10d NAILS @ 16" OC (EA STUD) SECTION SCALE: 1" = V-0" BEAM PER PLAN ROOF SHEATHING AND 2x HF BLKG NAILING PER ROOF RIDGE, FRAMING PLAN NOTES DIAPHRAGM BOUNDARY 2x4 BLOCKING W/ SILL NAILING PER ROOF PLATE NAILING PER VALLEY TRUSSES PER FRAMING PLAN NOTES SHEAR WALL SCHEDULE ROOF PLAN, TYP 2x4 SLEEPER TYP W/ FULL DEPTH BLOCKING 0.131" 0 x 3 1/2" NA RIPPED TO MATCH SLOPE EACH TRL OF ROOF SILL PLATE NAILING PER SHEAR WALL SCHEDULE PRE-ENGINEERED ROOF PRE-ENGINEERED RC TRUSS PER PLAN TRUSSES PER ROOF PI PROVIDE BOUNDARY NAILING AT TOP PLATE PER SIMPSON H2.5A SHEAR WALL SCHEDULE TIE AT EACH TRUSS SHEATHING AND NAILING PER PLAN STUD WALL FRAMING AND SHEAR WALL PER PLAN NOTES SCHEDULE TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF 16d @ 6" OC BEAM PER PLAN 2x4 BLKG W/ ROOF RAFTERS PER PLAN SIMPSON H2.5A TIE EA RAFTER TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" TYPICAL OVERFRAMING DETAIL SCALE: 1" = V-0" EXIST FULL DEPTH BLOCKING SILL PLATE NAILING PER SHEAR WALL SCHEDULE VERIFY OR PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE NEW OF EXIST PLYWOOD SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = 1'-0" SIMPSON DTT2Z W/ 1/2"0 LAG SCREW EMBEDDED 3" MIN PER ARCH ATTACH RAFTERS TO BEAM W/ 3/16" x 8" TIMBERLOK TRUSS SCREW 2x FLAT OUTLOOKER BEAM PER PLAN 4x6 HF#2 DIAG -- - -- (2) 3/4"0 THRU BOLTS EA END OF DIAG, COUNTERSUNK AS REQ'D L 4x4 HF#2 VERT COL PER PLAN ALIGNED W/ WOOD BRACKET WOOD BRACKET AT GABLE SCALE: 1" = V-0" SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES SILL PLATE NAILING PER SW SCHED SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED 3/4" 0 THRU BOLT @ 10" OC, 3" MIN FROM EDGE & COUNTERSUNK AS REQ'D ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 07l W 2021 W Q N 0 � n O Y Q DESIGN: RMK DRAWN: LVW CHECK: RMK JOB NO: 21224.10 DATE: 07/23/21 z O F_ 0 cl O Q N O W 00 U O w J Q o 3:: N w W � Q o 0O z J a�� � � o U co w W s6mi RESUB Nov 22 2021 BLD2021-1323 CITY OF EDMONDS DI=VELOPMENT SERVICES DEPARTMENT