The URL can be used to link to this page

APPROVED PLN ENG BLD RESUB2 BLD2024-1348+Architectural_& SITE Plan+1.31.2025_4.03.23_PM+4741061GENERAL NOTES SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM PROJECT DESCRIPTION Residential remodel, including additional living space, new garage SITE ADDRESS: 9019 191st PL SW Edmonds, WA 98026 PARCEL NUMBER: 00434600003008 ZONE: CITY LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-08 - S IOOFT OF E 123.4FT OF W 369.9FT OFN 20OFT LOT 30 TGW S 20FT OF E 123.4FT OF W 369.9FT OF N IOOFT & E I OFT OF W 379.9FT OF S 120FT OF N 20OFT SD LOT 30 OWNER: Lynn and Monica Wellman 9019 191st PL SW Edmonds, WA 98026 ARCHITECT CASA Architecture and Interior Design 17281 13th NW Shoreline WA 98177 206-533-8733 SHEET INDEX: 0) Site Plans, General Notes, Sheet Index 0.1) Misc. Plans, Site Notes & Details 1) Floor Plans 2) Elevations 3) Sections 4) Energy Documents CONTRACTOR Preferred Builders LLC (Issac Meyer) 9700 Harbour Place Suite #125 98275 WA State License = PREFEBL784LC 15"•1�2"DEC FENCE COR ENERGY COMPLIANCE: This project to comply with the 2021 WSEC-Residential Prescriptive Energy Code for All Climate Zones in Washington NOTES: The Contract Documents include the Drawings, Material Notes and the Owner -Contractor Agreement. Any discrepancies found among the Drawings, Material Notes, Project Notes and the site conditions shall be reported to the Architect, who shall correct such error or omission in writing. Any work done by the Contractor after discovery of such error shall be done at the Contractor's risk. The Contractor shall verify and coordinate dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All methods, materials and workmanship shall conform to the 2021 International Residential Code (IRC), and the 2021 International Building Code (IBC), as adopted by City of Edmonds, WA. Do not scale drawings. All dimensions are to face of framing or face of concrete unless noted otherwise. Contact Architect for any required clarifications. Field verify existing conditions. S1.0) General Structural Notes S1.1) General Structural Notes S2.0) Foundation Plan S2.1) Main Floor Framing Plan S2.2) Ceiling Framing Plan S2.3) Roof Framing Plan S3.0) Concrete Details Interconnected Smoke Alarms Are A Requirement I Of This Permit In Accordance With R314.2.2 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED OBTAIN ELECTRICAL PLANS MUST BI ON JOB SITE ' ------, ------------ ' Corner , Fla g ; -- NZone Setbacks: Required Actual Front 25--- ; AT Sides 1_0 - :60-75' 20.5'E Rear -V ---------- ,------------ ;_20_-_ -------- 2---- Other Height I .--------- __ _, _._____ I PERMIT FROM STATE LABOR & INDUSTRIES S3.1) Concrete Details S4.0) Wood Details S4.1) Wood Details S4.2) Wood Details S4.3) Wood Details S4.4) Wood Details Site Survey ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com Special Inspection required for the installation of retrofit epoxy anchors. Provide reports to city inspector. City Of Edmonds Building Department Work ADDITION/ REMODEL ------------------- Address ' 9019 191 ST PL SW Owner WELLMAN Approved Date U2/ 1 11/2U b Building Official ;Erg ---------- Permit Number BLD2024-1348 APPROVED BY P ANNING Febl 2025 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. 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. - (E) gas line per PSE map 161068 FENCE COR 0.1'N OF 12 "DEC O PROP LINE " V FENCE COR 0.3'N OF N89005�37'� W 133. t PROP LINE HEDGE - - - - - ._. •...'mot . •�: ER 1}rywell.tittdercon ::4..':'::':'::: ; ::':':: : 31 "PINE dia x 4' de'#h; draink 1V 1**.ASPIL4 ........................ P.3,7 �6.3;sct ............................... . 1 perimeter fvatirtg'clr ?a*. � .......ITEM (see staiXard;dgtail,Sh ••.7);.'.'..t ;.;.;.;. I........ \ _ rywellun eras h41t•'•'•'•'•'•'•'•' ..... ::::.. ' ' :::::... Y dia S' depth ........ :' 'r. dr ins lllS s roo a>ea'• tn:':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':' ....... ...... . :::938.49sgft:..... qf• f (see standard de il5ht. ...... _ tip.. i (E)Ston path ;:::;:::': � t . ::'�'l!�:'�':::':':: ': '•' Baekyard •:': :' ........ • i • � R;ertmeter Dating: ila;ain ;tie-in' t. : 1 - a Qy T 1 • •ith • I . ., T, • • • t T-3 � lie-. T+ •. �� . - w'�' :: :downslt ut:: T ." D . ..pout ; : :::: ; : :.. .::.: ::: :::: ... . . '•rl'•'•'•'•'•'•'•'•'•'• Downspaut...... ...... :FI'''''''''' �_ Fence/ I rockery O {o, be 1uInPYe4r . - :'r ' :- :=: = Roo slo e Yf- - - - _f p I I: • ti: -- _ - I r�_ . -. 7 l Roofslope I•' ----L�1 I getated splashblock _ I' Roof slope drainage path ° °. I j; 61/2„ �. L° (V)RJof I l ..... _ _ _1 .�- -� f ' R I Garage entrance de yard setback line (E) downspout + S lashblock drain .... 340 sq. ft. of roof a ea) I ' h e e r I; � I► ...�i�... Wall below I I Wall below 1 i (E) house I 1 i28:4 sq fr roof ed e I Stone path , ° I O 1 To be removed• ...... .I.......... St path Stone pa I I / l l� _I .I;. ::::::::::::::: I I (E) roof / l (E) house o I::::::::: ridge / \, roof edge I :Ne M1�udabli O :..... \ To� removed 4hRtFt hire ; L....... 187.19sgft \ I ---- l �' - i:: W I' STONE::::: Stone steps M ° ° ii� I - - - ' -� . - . I :O Pav dnvewa C7 P4TJO A' q a&.4i sq fE COIVt 3 78 sq f spout �` . i. 1 I L- - - - Newfrontp Fit' '.3 ' 78.22 A"OR,° - - { 114. 4s t \ °° Dow spout .. gf r. �.' ' 1..;1 . I ♦ ` lightline downspout .. . •d'. ( ) O Tightline tie-in �a . , Wall below �I ° a downspout I 1 'I. P I I l tie-in /..: �: W. Clearance as req. I . • • • _ ,. �•; ' Store path Stone path C' door heat 1 / 1 ° Dry well under conc. 4' 1 pu p unit on 9 1 New optional 1 dia x 4' depth,drains 6001 slab er m nuf. fencenclosure ; • ; • ; L - - sq. ft. roof area. (see En / `1VA ONC conc. / New copc. path to dri �tvay. �. I_ .l (see standard detail Sht. P.1) Information) 5T S I / Font and setba lz lineL ... . .... - °-'1:;�- • - - - - - -(E) fewer hookup - - - T Y 1, FENCE COR 0.7'N OF LINE & 0.4'E FROM PROP COR I ft 4," $ "EVG 4," 3 "EVG 3 S 16"(. )3 "EVG 6," `(2)5," 4," 2"EVG �3 Property Line ) , 2 EVG HEDGE .... iC• y - �iilYl:#. ° l (N) cleanout req. \ - o �„ (2 „EVG ARBOR dge within 2 of house IDN / / . edg°:tom (E) p > ( ) conc. 1 e °► . f power ter to be moved "�` ^� . t (E) Gas hookup . (E) water entry . ;� ....' . lfet.:ivall° 1 / y ° Rel ated power meter : 313 t, . $ (larhage and recycle :Q; n FENCE LINE A OR �::::. ' Perimeter footing a con . / Mdin pedestrian `' 7 CED ALONG PROP LINE ° sgdrain tie-in 8 a walk entrance . �. 469r91'° r Wall below � avet i 9- / P _' % D elt'underco°na Property Line ° 4' a' .ci.' _ !� ylta .4' de�th,draans South tghtl' 1 t \ pertmetei• fo®tingcgraih. dow out .� t Cl f .:' `z ' ee ytandard detait Sht. 0.4) ne ath tie-in \ ; ®N Dry well in and S' is x S' 7"Eve en•' flR-YE WA GRAVEL p f ° de th,drain 1200 s t o • .. ,Q a • SURFACE roof area ' 0 1' M ARBOR (see standard detail t. 0.1) 1.1 • : 9 717 W 33.40 t \ HEDGE New conc. ath to st Datu Point per Survey verhead power line SET NAIL per urve (� FENCE COR FENCE COR Main pedestrian entrance _ J ELT = 310. L ' ASPHALT 1.4S OF 2.2S OF Power Pole PAVEMENT PROP LINE PROP LINE Main auto ap roach J (E) w ter se ice line (E) gas line per PSE map 1 1068 191ST PL S W SS ASPHALT PAVEMENT W (PRIVATE ROAD) g W W� S \ Ss- ss- � (E) sewer l ne G (E) sewer line In(E) water service line i i EXISTING CONCRETE DRIVEWAY Denotes Filter Fabric Fence Lot Area = 16,023 sq. ft. SHALL REMAIN. IF CONCRETE (see Sheet 0.1 for Typ. Detail Total Lot Coverage = 2874 sq. ft. DRIVEWAY IS REMOVED STORMWATER = 18% Lot Coverage Water meter MANAGEMENT SHALL BE REQUIRED 36.000 BTUIH AIR HANDLER HEAT PUMP SYSTEMS AIAWEILECTM -oo Ne NOTE: See Energy Information Sheet 4 System Reference Date lrxsm UnitOuld w Und SVZ-KP36NA SUZ-K436NA2 NOTES: Per 2021 IRC Appendix AWY Construction and Demolition Material Management, material management reports are required per this section for construction having a work area greater than 750 square feet. Site P an 1) Per Appendix Y 103.1 all sites where recyclable construction and demolition materials are generated and transported for recycling must provide a separate container for nonrecyclable materials pursuant to WAC 173-345-040. lit = 10' - 0" 2) A salvage assessment shall be submitted prior to permit issuance per Appendix Y103.2 for the demolition associated with this project. SEER = 16. 0 3) A waste diversion report shall be submitted prior to the Certification of Occupancy issuance per AWY103.3. ►► Outdoor Unit Height 35 9010 191st Place SW 4) All disturbed areas to be compost amended per 2019 SWMMWW BMP T.5.13. = 5) Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all other measures that may be required Edmonds, WA 98026 during construction. 6) Filter socks will be added to any catch basins downstream from the construction site. 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. ENGINEERING DIVISION APPROVED AS NOTED Jd,, W404. U 02/14/2025 VV w ww Ln wN WQ� m3 W o W a Cl) y LO cco ■ 01 M y ,� ■ U �3M N 00 N ^-' O U "- .� �W\ V W RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2' x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE 0 TO SUPPORT FILTER I FABRIC N BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 - FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL s f 1B9� APPROVED BY: R. ENGLISH ER-900 2, 873.86 Sq ft Total Lot Coverage N Lot Coverage Plan New infiltration drywell �cJ ADrywell supply trench dl. L New in drywell Drywell supply trench 48.81 sq t I I NOTE: 4ny othere impervious surfaces on site are EXISTING TO REMAIN UNCHANGED I 177k sq. ft. Denotes new Imp. Surface NOTE: Total New and Replaced Impervious surface = 1863 sq. ft. 85 sr. ft. Denotes replaced Imp. Surface t (E) House Footprint to remain r Heatpump Gravel (N) wal ay I Conc. 1,583.42 sq ft Gravel ,r (N) porch New Impervious Surface I Garbage cans New and Replaced Impervious Surface Plan 3116" = 1'-O" Optional Fence (N) walkway (E) conc. slab to remain I CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FS t . 1890 New infiltration drywell 195.19 sq ft �) Asphalt halt IV) Impervious Drywell supply trench Surface ��1000 (conc.apron) 36.27 sq ft New infiltration drywell CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 BUILDING ROOF DOWNSPOUT, SEE NOTE 1 DOWNSPOUT EXTENSION 24" WIDE x 36" LONG x 6" THICK ROCK PAD -\ OR SPLASHBLOCK, SEE NOTES 2 AND 3 • GENERAL NOTES: 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 14) AND INFEASIBILITY REQUIREMENTS. NOTES: 1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. 2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL. 3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.11(2) OR WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT SEPTEMBER 2023 DISPERSION SPLASHBLOCK PUBLIC WORKS FOR ROOFS STANDARD DEPARTMENT DETAIL "St. 1 B 913 APPROVED BY: R. ENGLISH S D— 6 3 3 OBSERVATION PIPE MARKING TYPE 1 OR 1 -L CATCH CENTER OF DRYWELL BASIN W/ SOLID LID PER 48" DIA. (MIN) DRYWELL CITY STANDARD DETAIL SD-303 OR SD-304 4" (MIN) PERFORATED \ PVC UNDERDRAIN PIPE \ l \ CLEANOUT I Uj \� J w (MIN) �w / W N a� \ 0 a (MIN) 4" (MIN) PVC DRAIN PIPE PER WSDOT SPEC. 9-05.1(5), 1 % (MIN) SLOPE TEST PLUG IN PLASTIC BOX MARKED "DRAIN" CLEANOUT GUTTER ROOF 4" (MIN) PVC DRAIN PIPE (TYP) 5' (MIN) 10. (MIN) PROPERTY LINE/EASEMENT PLAN ROpF NTS rF DNSPOUT 12" BUILDING nI F l -1 l l 12' 4" (MIN) PVC DRAIN PIPE PER 12" (MIN)=L_I==T1=L — -1 WSDOT SPEC. 9-05.1(5), POSITIVE TOPSOIL — — SLOPE ..................... 6" (MIN) 12" (MIN) GENERAL NOTES: COI JO� 4" (MIN) 1. REFER TO THE 2017 CITY OF O PERFORATED PVC EDMONDS STORMWATER ADDENDUM �QQ UNDERDRAIN REMOVABLE FOR SETBACK (CHECKLIST 13) AND PIPE PER WSDOT PVC TEEN INFEASIBILITY REQUIREMENTS. J �(7 SPEC. 9-05.1(6) O 2. MINIMUM COVER DEPTHS ASSUME NO Q GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN ROCK, V3. PROVIDE 10 FEET (MIN) SPACING SEE NOTE 2 — BETWEEN DRY WELLS. NOTES: UNCOMPACTED NATIVE MATERIAL, SCARIFY 3" 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED (MIN) 1' (MIN) ABOVE SEASONAL ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), HIGH GROUNDWATER TABLE GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. OR HYDRAULICALLY 2 WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. RESTRICTIVE LAYER 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. PROFILE 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. NTS 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. _ REVISION DA-E -CITY OF EDMONDS TYPICAL DOWNSPOUT APRIL 2021 INFILTRATION DRYWELL PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs� 1B r APPROVED BY: R. ENGLISH SD-638 Miscellaneous Typical Details Relating To Site Plan References and Callouts, Sheet 0 uJ U z WIL O H U w K LJ wO w Q M y I` M ■ ti y 00 N >1 O 4. CIO '+ftQI 1*ftQ ~ U Con W V RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 14 -) I � M (N) walkway I I I Frontyard l� setback line I (E) Driveway > (N) conc. apron o. l N 0 See Sections, Sheet 3 O See Sections, Sheet 3 M O See Sections, Sheet 3 a� Foundation ht. = 37 Existing window Reuseexisting Living Rm sliding doors I Remove exist. garage _ Office/Craft Room M (Level) existing conc. floor - verify 8611 iC To b.o. Joist — New stairs UP Storage -Optional doors _oo� Storage/Mech. (low headroom) Hot water - verify Remove existing fire place masonry HVAC heat pump -verify Basement Office � (Existing Space Below Guest Bedroom) (E) steps Move elect. panel/meter Existing Downspout (E) 0 walkway Garbage cans 15'-5 1/2" 25'-51/2" 7'--41/2" 14'-4 112" Existing Downspout — — — — New replaced sliding s — Roof edge above — — — — — — — — — — Existing windows Replace existing \ g windows ne window new windo10, IT Existing windows IP 671/ " S= 18-" I 1 1 I H= 82 n - 58 @ window j Active door I I 11 I� II Guest Bedroom Hardwood Sound insulationE - 1 Ceiling break line 9211 I1 I I Great Room CM -1 Remove wall I �_ I Dining I 7' �; Hardwood g 1 New pocket door Master j -1 1 1 1 B Broom Hardwood Remove existing fire �� Master Closed � II lace masonryExisting roof ridge a ove 1 Hardwood 1 1 Remove wall SD pR of ridge vents + eave vents 1 I cM Sound insulation I I sD sh ll provide 1/ISOth ro 1 O � Sound insulation I 7 I I 1 1 cM 6' 4' / 3'-7" Attic ve ting per IRC R806.2 1 1 I I I ew poc t door r ]— 7UP 10 171 7 3/4I R Stair foyer �• Hardwood ex st. t door _I I ti so Smoke and Carbon Monoxide detector (N) CM Note all are hardwired and interconnected walkway Exhaust fan (intermittent), kitchen (100 cfm min), and/or bath (50 cfm min) ' Garage Door Note: The opening between the garage and residence shall be equipped with solid wood doors not less than 1-3/8 inches (35 mm) in thickness, solid or honeycomb -core steel doors not less than 1-3/8 inches (35 mm) thick, or 20-minute fire -rated doors. Doors shall be self -latching and equipped with a self -closing or automatic -closing device. ---------------------------------------- T —----------------- ----- -- ------- — --------------- -- Roof edge above ------------------------ -------------------------- 7 S= 47" H=82" 67114" H=58" riY col window XS= S= 23-//1" H= 79" 8'll H=8 H=8- Book Nook Shed roof edge above _ _________ Living Fireplace%himney Office Bed break — — Fireplace CL ��, ry U 30"door 30"door ------------------------------------------------------------- - a'b `veep 92„ Hall30"door _J 30"doom ®°�° p� were/Cabe92" 30"door 92"ON 92`--------JBed 4Bed aP + Kitchen Bath Dining Entryor a Cone. 12"T 8"R T ' Sauna � h Entry (r ,�� E9, i /T S= II-1/2T m counte S= 35" H= 80" H= 80" Poor- 36" S= 47" H= 81" L Door = 30' Roof edge above uP---------- __________________________________ --------- �- Cone. 12"T 8"R OP ----------- -J ---------------- ----------------- As -Built Floor Plan ccesg- Remove wall - - -, 42'counter r---------------------------- -� 92" Remove wall Hall SD New skylight + ' d 6 -0 bifold doors i cM a Remove wall + - - - - - - - - -- s l/ L----- Master \ i O c mX--- -- ---�J --- ---- i \ th - -- -- - 1 -- CF - / - - - - a p --- --------i- -- - - - - - - - - ----- xhaust - --- - - / - W D r (p rcelain tile) \ ° L1 / l i ' t \ N L_ _____ ElectricfloorL M41,0--o / nt er to`out de Shelf _ heat mat outline IL--- �� Linen � - -- Remove wall \ 100 cfm exhaust Elect. range I Reuses una door r------- - Low kitchen storage / I ' Display cabinet I ,, Sauna controls, SD Kitchen Upper cabinets / 1 temp. sh toff to -T - 6' Pull out day pantry cM Pull out day pantry I b \ be with'n 6"of , > Hardwood Provide 10 ceilin iz 6'-9" 10'-11 " 10'-9" / I 4'-I 1/2" Bath sq. inches makeup an 1 Re ove wall (porcelain tile) in laundry Sauna -- --f — 4�/Yk`-4 — — -- —� -- — -- ---- freezer I � T-2" 4'-8 112 3'-6" 6'-4 112" J New x e for wall New window 12'4" 10'--91/2 ' 5'-2 112 / e r No 36'-Y' _ Roof edge above j NOTE: inte o� alls Ent oo and ceili in g age 'th e / to be she ed Roof edge above Hardwood / Ref. 5/8'Type GW Outdoor heat pump unit on New r�of ride above slab per manuf. New root orch .f p New 42'fi nt door / \� FY'eeZ 4 "dia. ste � � 2`a. �h st bollards orequal) plank Appliances w are not g _ N \ they area i e ator and _/X freezer. Section 4A ------------ New optional fence enclosure Downspout See Sections, Sheet 3 —: (E) Driveway New conc. slab entry walk UT 0 New Exterior wall pool. New interior wall \ CM \ -Office \ HardLod I r m above /14' I 0 0 Existing wall a� Existing wall to be removed New window 10'-5 112" 16, 5'--9" 4'-8" Roof edge above Existing Downspo t (E) concrete Existing shed �I Access opening between (E) and (N) attic spaces Remove wall - - o— + — — — — — — — — — — — — — Existing shed o (E) + 00 concrete Reuse exist. laundry door detector/ c per manf. N I cn I 1 I I I I 1 1 I I I b I � I 1 I I I N I � I N I I I _ — -T — I r, New conc. slab (apron) I I Roof edge above 4'-6" 10, Downspout tobL EVReady Parking e wired per ECDC71 requm nt Work bench TE: All interior walls a c4 ceiling in garage _ e sheathed with 8 Type X GWG Garage concrete ~ O N ti New roof ridge above ASecti n 4 \ Sfnk P_ _ - Roof edge ownspout New conc. slab (apron) ah- 20' 30' ' T N Floor Plan 114" I'-0" 00 Downspout a o w w w o U wN W _;nj o W a y t co2M y ,� ■ �3M OC N O 4 ,r-i .1 CIO 0 0 �W\ V RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT fl ----------------------- Height Calculations from Site Plan A Elevation = +316' (From Survey) B Elevation = +316' (From Survey) 340.75' = Allowable Height C Elevation = +316' (From Survey) N D Elevation = +315' (From Survey) Total = 1263' � _ 331.35 —Actual Height 126314 = 315.75'Average Grade 304.75 + 25 = Allowable Height Existing roof g New skylight at Existing roof New Addition master bath 340.75' = Allowable Height New Addition •� All siding to be removed L -----J and replaced with Hardie or eq. To late PP Match existing roofing O v-� Eicisting / \ Downspout n1 Dow spout / / \ F------ — — — — --- \ e window to Dining Mainfloor level = 317.5' per survey \ New windows to Office I \ New window to Kitchen I \ Downspout at col. --- ---- I I --- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- --------------- I r Heavy dash = 315.75' -- — ---------------------------------- Fence outline ------- New Ent porch �7' p ------------------------------------------------------- All siding e be removed New Garage door and replaced with Hardie or eq. g --------- Driveway y Downspout (Average Grade) Door to stairway Downspout East Elevation 114" I'-0" New Addition Downspout Existing shed Existing Downspout South Elevation 114" 1'-0" Existing roof Existing windows to New window New window Master Bedroom @ Master closet Living Room F4_ -------------------------- eReplace existing sliding door ea dash = 31.75' ve Grade) / _'A l _ / , /\ A, West Elevation 114" I'-0" ate Replace windows to Living Room —Existing conc. steps Existing roof Existing windows to Guest Bedroom Existi All siding to be removed Down.Tout and replaced with Hardie or eq. — — New fence enclosure beyond ------- Main floor Revel 317.5' pbr survey New Addition New skylight at master bath Valley cricket 12 5 Remove existing Garage door Reuse existing living rm sliding door 12 1 3 --- --� -------------------------- -------------------------------- t Existing shed roof Downspout Main floor level = 317.5' urve Existing roof beyond —_V All siding to be removed Driveway and replaced with Hardie or eq. New door 77Heavy dash = 315.75' Existing shed (Average Grade) - Existing sliding door North Elevation 114" = 1'-0" < o 0 w WO o U w N WQ� m3 W o W a M y LO c co �1 —Existing conc. steps Existing roof Existing windows to Guest Bedroom Existi All siding to be removed Down.Tout and replaced with Hardie or eq. — — New fence enclosure beyond ------- Main floor Revel 317.5' pbr survey New Addition New skylight at master bath Valley cricket 12 5 Remove existing Garage door Reuse existing living rm sliding door 12 1 3 --- --� -------------------------- -------------------------------- t Existing shed roof Downspout Main floor level = 317.5' urve Existing roof beyond —_V All siding to be removed Driveway and replaced with Hardie or eq. New door 77Heavy dash = 315.75' Existing shed (Average Grade) - Existing sliding door North Elevation 114" = 1'-0" < o 0 w WO o U w N WQ� m3 W o W a M y LO c co �1 A� N O r 1 4. CIO 4W �W\ V RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Comp. roofing over roof felt, 1 /2 "CDX sheathing, roof framing per plan R-60 Batt. insulation per 2021 WSEC, Typ. Full hit. solid blocking drilled and screened for ventilation w/ 1-1/2 "holes. 50% of 1/300 attic area ventilation requirement per high/low Balance of ventilation is high, per roof ridge vents. (E) or (N) gutter/facia (E) or (N) soffit 2 "cont. screened venting, typ. 3 "DS, typ. Hardie siding, TYVEK housewrap, sheathing per plan, typ. 6' fabric covered per pipe tightlined to d wells. See Site Plan on Sheet 0. Note that new ftng. and ftng. drain only _ happens @ new addition ortions of house. Where new ngs. are not installed, roof drainage to be downspouts tightlined directly to dry wells. Skylight per manf. NOTE: Skylight on plan to be o installed on a roof pitch of 5:12 GWB Flashing Typical Skylight Curb NTS — Header per plan Window unit per plan @ (N) walls, R-21+25 or 30+ 0 ins. per WSEC typ. @ (E) walls, per WSEC R503. .1 Exception 2: Existing ceiling, wall or floor cavities exposed during construction (shall not be required to comply w/ new construction insulation rei uirements) provided that these cavities are filled with in ulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulate to a minimum of R-21. 2 x 6 @ 16"o. c. Typical Joist and sheathing per plan Washed gravel To drywells _New conc. wall and per plan Downspout connection footing per plan Typical Wall Section Scale: 112" = 1'-0'r Existing Attic 2'- 6"x 3'- 0"attic access between (E) and (N) attics beyond Top of wall plate 7 l 12 5 Existing ceiling joists Existing soffit Existing window Existing wall Main floor level Masten Bedrrm Existing wood finish floor — Joists New skylight at master bath New wall Masten Bath 12 Valley cricket 15 Ma Existing gutter/facia Handrails are continuous for 20121RC Existing soffit the fu l l length afthe flight. \ Handnewerails may be interrupted . _ by a l post at n turn. war � Handrail entls returnetl the wall ar terminated m � an malsO56Of5flB" Existing soffit beyond �I The height of the /� handmil is measured �I peal Dian adjoining lie tread nosing. Typical Handrail Elevation R311.7.8 Existing conc. steps beyond The handrail may prolect squm of 4-12" into 't ire 1 stair witlth. t. The gri�Dable 1-1'2' minimum Muni an num and is — 4'minimum and f> I;4' �1'ircularhandrails not less maximum than 1- 1:4• or more than 2" in diameter. �� The non -circular handrail cross section is2-1;4" maximum. NOTE: Type I Handrails See page2for atltlitlonal hantlrail R311.7.8.3 gap enapee. Handrails NTS , New Addition New trusses Garage header per Roof Framing Plan, Sht. S2.3 New garage overhead door 7'-67all x 20' wide Existing wall Shower Garage Driveway Existing crawl space Section 3 g new garage addition New conc. slab New 6'Wide conc.stem wall at garage Existing conc. steps T'__--a--_— Au_ )p plate t floor level — o - - r- -- Ivew Ivluur Lrriry Lvv✓ Section 1 LivinglKitchen Existing roof 12 3 F— _ 5'-101/2" Existing window Sound insulation Existing j Min. stair headroom line Guest Bedroom j New si Sound insulation � Guest Existing joists L Remove existing garage door - I replace with existing living room door) Office/Craft tor, 12 5 Ito i i Room Existing Level existing Basement floor _ joists - verify Ne w stairs J New Addition Match e isting roofing sses @ 2'--0'oc 31/2 x 9 beam Existing roof wall New Addition New coverodporch Top plate Downspout Or / Main floor level - ----. New concrete steps Grade New concrete steps New Main Entry Door Section 2 Basement Office/Guest Bedroom New window to Dinin Li New Entry porch New conc. slab New 81vide conc.stem wall at officelentry New crawl space to match existing house crawl space depth New skylight at Existing roof beyond Girder truss master bath Add LLNew atton Trusses @ 211 ILL I IF 7r 7r 7r ,I nl III III III nl I n III -n n-- - - - - II it I I I I I I � � � � � � � � � II II II II II II Wall outline L beyond Line of north wall \ of existing house Office Garage / New conc. slab New 61vide conc.stem wall at garage Section 4 new garage addition C� 1/4" = I'-0" Top plate Main floor level Existing paved driveway Driveway 0 W w w o L U w N W Q� m 3 W o �W r a M � y t` M y ,� ■ �3M N O r 4.1 �W\ V RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TABLE R406.2 ENERGY EQUALIZATION CREDITS TABLE C403.3.2(2) ELECTRICALLY OPERATED AIR-COOLED UNITARY HEAT PUMPS -MINIMUM EFFICIENCY REQUIREMENTSc. d NOTE System Description of Primary Heating Source Credits Type All Other Group R-2a 1 For combustion heating equipment meeting 0 0 : minimum federal efficiency standards for the equipment listed in Table C403-3.2(5) or ; C403.3-2(6) • ■ 2 For an initial heating system using a heat pump 1.5 0 that meets federal standards for the equipment listed in Table C403.3.2(2) and supplemental heating provided by electric resistance or a • combustion furnace meeting minimum standards : listed in Table C403.3.2(5)"' 3 For heating system based on electric resistance 0.5 -0.5 only (either forced air or Zonal) 4c For heating system using a heat pump that meets 3.0 2.0 federal standards for the equipment listed in Table C403.3-2(2) or C403-3.2(9) or : Air to water heat pump units that are configured to : provide both heating and cooling and are rated in accordance with AHRI 550/590 • 5 For heating system based on electric resistance 2.0 0 with: l - Inverter -driven ductless mini -split heat pump system installed in the largest zone in the dwelling, or 2- With 2kW or less total installed heating : capacity per dwelling ; We are assigning (3) Energy Equalization Credits per System Type 4 from Table R406.2 � We are assigning (0. S) Energy Credits per item 3.3 from High Efficiency HVAC Equipment Options Maximum Capacity BtWh 33,000 Rated Capacity Btu/h 33,000 Minimum Capacity Btu/h 11,600 Cooling 95`Ft Maximum Power Input W 3,720 at Rated Power Input W 3,720 Moisture Removal Pm /h 4.7 Sensible Heat Factor 0.84 Power Factor (208/23OV) % 99 Maximum Capacity Btu/h 35,800 Rated Capacity Btu/h 35,800 Cooling at 82`F Minimum Capacity Btu/h 12,400 Maximum Power Input W 3,260 Rated Power Input W 3,260 Maximum Capacity Btulh 36,000 Rated Capacity Btu/h 33,500 Minimum Capacity Btu/h 13,260 Heating at 47°F2 Maximum Power Input W 3,100 Rated Power Input W 3,030 Power Factor % 98 Maximum Capacity Btu/h 23,200 Heating 17°F3 Rated Capacity Btu/h 23,200 at Maximum Power Input W 2,710 Rated Power Input W 2,710 SEER 16.0 EERi 8.8 Efficiency HSPF (IV) 11-7 COP at 47'F2 3.24 COP at 17'F in Maximum Capacity3 2-51 2021 Washington State Energy Code - Residential prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (efSective March 15, 2024) W ASH INGTON STATE 11NIYERSITI V Energy Program I Permit# 11 Address or Lot & Block 9019191st PL SW City JlEdrnonds zip98026 These requirements apply to all the IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Instructions: This single-family project uses the requirements of the Prescriptive Path below to incorporate g IY P 1 q P Po the minimum values listed. Based on the conditioned floor area of the structure, the number of required additional credits must be selected by the permit applicant. Provide all information from the following tables in building permit drawings: Table R402.1.2 - Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 11406.3 Energy Credits. Authorized Representative Signature Date All Climate Zones Table 402.1.3 R-Value' U-Factor' or b1 n/a 0.30 R n/a 0.50 60 n/a 20+5 or 13+10 n/a Floor 30 n/a Below Grade Wall yb 10/15/21 int + 5TB n/a Slab d7 R-Value & Depth 10, 4 ft n/a It values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design a thickness of the insulation, the compressed R-value of the i s ulatinn from Appendix Table A101-4 shai not be less than the R-value specified in the table b The fenestration 04actor cokxnn excludes skylights. .10/15/21 +STB" 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 war at the interior of the basement wall.'10/15/21 +5TB" shall C 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. For single rafter orloist-vauned ceilings, the insulation may be reduced to R-39 if the fur insulation depth extends over the top plate of the e exterior wall R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required pervneter slab insulation when applied f to existing slabs complying with Section R503.1.1. B foam plastic is used, it shag meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 4W, log walls shall meet the requirements for dim" zone 5 of ICC 40D. id- fnntennediate framing) denotes framing and insulation as described in Section A10322 including standard framing 16 itches on center, g h 78 penxylt of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. The first value is cavity insulation, the second value is continuous imitation -Therefore, as an example, 'R13.10' means R-13 cavity t irsulation plus R-m continuous insulation A mmdmun U-factor of OB2 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea level, or in windborne debrisregions where protection of openings is required under Section R3012.12 of the International Resideritial code. EQUIPMENT TYPE SIZE CATEGORY HEADING SUBCATEGORY OR RATING MINIMUM EFFICIENCY TEST SECTION TYPE CONDITION PROCEDURE° AHRI 2101,240- Spiit system. three phase and 1= 1.SEER before 1;1, 202314.3 2017 --Om- applications outside US single phase' SEER2 after 1;1; 2023 aefore 1,1.2023 .Air cooled (;cooling mode) < 66,000 Btu/h a. ,AH R 12101240- Single package. three phase and 14.0 SEER hefore 1;1, 2023 13.s 2023 applications outside US single phase' SEER2 after 11,12023 after 1:1 12023 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS Only one option from Items 3.1 through 3.10 may be selected in this category_ Item 3-1 1 may be taken with Items 3.1 or 3.31' only. 3-1 a For a System Type 1 in Table R406-2: 1.0 1.0 • Energy Star rated (U.S. North) Gas or propane fumace with minimum ; AFUE of 95% : or Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE of 90%. - To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type , and the minimum equipment efficiency. 3-2a For secondary heating system serving System Type 2 in Table R406-2: 0.5 0.5 - • Air -source centrally ducted heat pump with minimum HSPF of 9.5 ■ or • ■ Energy Star rated (U.S. North) Gas or propane boiler with minimum ■ - • AFUE of 90%. To quality to claim this credit, the building permit drawings shall specify a the option being selected and shall specify the heating equipment type ■ and the minimum equipment efficiency. • ■ 3-33 �,d Air -source, centrally ducted heat pump `ti/ith minimum HSPF 2 of 8-1 0. NA (HSPF of 9-5). ■ - ■ In areas where the winter design temperature as specified in Appendix • RC is 230F or below, a cold climate heat pump found on the NEEP cc ASHP qualified product list shall be used. ■ , To qualify to claim this credit, the building permit drawings shall specify ■ the option being selected and shall specify the heating equipment type ■ and the minimum equipment efficiency. ■ 2021 Washington State Energy Code - Residential prescriptive Energy Cade Compliance for All Climate Zones in Washington Single Family -New & Additions (effective March 15. 2024) 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: ........................................................................................... S.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: ...................................................................................... 8.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit: .......................................................................................... 9.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving Group R-2 occupancies: ................................................ 6.S credits Section R401.1 and residential building Section R202 for Group R-2. Additions 150 square feet to 500 square feet: ..................................................... 2.0 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, electrical, or other permits are utilized for the project Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Table R406.2 ENERGY EQUALIZATION CREDnT Credits - �_ Description of Primary Heating Source select ONE system Type For combustion heating equipment meeting minimum federal efficiency standards for the O 1 equipment listed in Table C403.3.2(5) or C403.3.2(6) 0 For an initial heating system using a heat pump that meets federal standards for the equipment 2 listed in Table C403.3.2(2) and supplemental heating provided by electric resistance or a 1.5 Q combustion furnace meeting minimum standards listed in Table C403.3.2(5)b found in the 2021 WSEC- COMMERCIAL ENERGY CODE 3 For heating system based on electric resistance only (either forced air or Zonal) 0.5 Cl For heating system using a heat pump that meets federal standards for the equipment listed in 4c Table C403.3.2(2) or C403.3.2(9) or Air to water heat pump units that are configured to provide 3.0 40 both heating and cooling and are rated in accordance with AHRI 550/590 For heating system based on electric resistance with: 1. Inverter -driven ductless mini -split heat pump system installed in the largest zone in the 5 dwelling, 2.0 C or 2. With 2kW or less total installed heating capacity per dwelling a. See Section R401.1 and residential building in Section R202 for Group R-2 scope. b. The gas back-up furnace will operate as fan -only when the heat pump is operating. The heat pump shall operate at all temperatures above 38'F (3.3'C) (or lower). Below that "changeover" temperature, the heat pump would not operate to provide space heating. The gas furnace provides heating below 38'F (3.3°C) (or lower). c. Additional points for the HVAC system are included in Table R406.3. 2021 Washington State Energy Code - Residential prescriptive Energy Cade Compliance for All Climate Zones in Washington Single Family - New & Additions (effective March 15. 2024) Options Energy Credit Option Descriptions 1.1 Efficient Building Envelope Credits - limited to one enerqy option from each cafe o Comments., 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 1.5 ❑ 1.4 Efficient Building Envelope 2.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.3 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC 1.0 Ci 3.2' High Efficiency HVAC 0.5 Q 3.3'r-d High Efficiency HVAC 0.5 0 3.4',d High Efficiency HVAC 1.5 O 3.5d High Efficiency HVAC 1.5 D 3.6' High Efficiency HVAC 1.0 0 Hi h Efficien HVAC 2.0 O High EfFlciency HVAC 1.0 O E High Efficiency HVAC 1.5 OHigh Efficiency HVAC 2.5 O High Efficiency HVAC 0.5 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 5.1 Efficient Water Heating 0.5 0 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 0.5 ❑ 5.4 Efficient Water Heating 1.0 ❑ 5.5 Efficient Water Heating 1.5 ❑ 5.6 Efficient Water Heating 2.0 ❑ 5.7 Efficient Water Heating 2.5 ❑ 5.8 Efficient Water Heating 2.5 ❑ 0.5-4.5 0.0 6.1 lRenewable Electric Energy (4.5 credits max) 7.1 Appliance Package Total Credits 3.5 a. An alternative heating source sized at a maximum of 0.5 Watts/ft2 (equivalent) of heated floor area or 500 Watts, whichever is bigger, maybe installed in the dwelling unit. b. See Section R401.1 and residential building in Section R202 for Group R-2 scope. c. Option 3.11 can only be taken with Options 3.1 and 3.3. To qualify to claim Option 3.11 with 3.3, the system shall be a 1-2 speed heat pump system. Variable capacity heat pumps are ineligible from claiming this option. d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2. e. Primary Irving areas include living, dining, kitchen, family rooms, and similar areas. f. Option 3.10 may only be taken with Efficient Water Heating Options 5.1 a 5.2. Equipment sizing for space heating shall be calculated as prodded in Section R403.7 with increased capacity to prodde a minimum of 7 5 percent of peak hot water demand or shall be sized in accordance with approved manufacturers specifications or guidance. Supplementary heat for water heatine ststem shall be in accordance with Section R403-5.T NOTES: This project to comply with the 2021 WSEC-Residential Prescriptive Energy Code for All Climate Zones in Washington Fenestration to be replaced on an as -needed basis. All replaced fenestration, and all new fenestration, to be Prescriptive Code Compliant: U = 0.30 or better o� w ww I- U = W Z w �� a IY Q ❑ w0 IL r- c L0 o N �C RESUB Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWI NG5, SPEC I F I GAT I ONS, THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (15G). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD FLOOR LIVE LOAD 25 P5F 40 P5F WIND ANALYSIS PROCEDURE: A5GE 1-16 CHAPTER 21 "PART I - ENGL05ED SIMPLE DIAPHRAGM " R15K GATEGORY II lb MPH EXPOSURE "B" TOPOGRAPHIG FACTOR Qt = 1.12 WIND BASE SHEAR, NORTH/SOUTH Vw = 5.1 K WIND BASE SHEAR, EAST/WEST Vw = 13.2 K EARTHQUAKE : ANALY515 PROCEDURE: IBC "EQUIVALENT LATERAL FORGE PROCEDURE" SE I SM I G DESIGN CATEGORY (5DG) = D RI5K GATEGORY = 11 SEISMIC SITE GLASS = D IMPORTANCE FACTOR le = 1.0 MAPPED MCE 5s = 1.30; 51 = 0.46 DESIGN ACCELERATION 5ds = 1.04; 5cl = 0.56 SEISMIC RESISTING 5Y5TEM: WOOD PANEL BEARING SHEAR WALL, R = 6.5 SEISMIC RESPONSE GOEFFIGIENT: Gs = 0.16 SEISMIC BASE SHEAR Vs = 1.4 K 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALL5. FORGES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL AND ARE CARRIED BY THE SHEAR WALL5 TO THE FOUNDATION. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMEN51ONS AND CONDITIONS FOR GOMPATIBILITY AND SHALL NOTIFY ARCH I TEGT OF ANY D I SGREPANG I E5 PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXI5TING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GOMMENGING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION 5HOWN ON THE DRAW I NG5 ARE INTENDED AS GUI DEL I NE5 ONLY AND MUST BE VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TEGHNIOUES, SEOUENGES OR PROCEDURES REQU I RED TO PERFORM THEIR WORK. THE STRUCTURAL ENG 1 NEER HAS NO OVERALL 5UPERV I SORY AUTHORITY OR ACTUAL AND/OR DIRECT RE5PON51 B I L I TY FOR THE SPEC I F I G WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENG I NEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEF I G I ENG I ES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. b. GONTRACTOR-INITIATED GHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCH I TEGT AND STRUCTURAL ENG I NEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. GHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THI5 REQUIREMENT. Q . DRAW I NG5 I ND I GATE GENERAL AND TYP I GAL DETA I L5 OF CONSTRUCTION. WHERE COND I T I ON5 ARE NOT 5PEGIFIGALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENG 1 NEER. WHERE INFORMATION ON THE DRAWI NG5 15 IN CONFL I GT WITH THE SPEC I F I GAT I ONS, THE MORE 5TR I NGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENG I NEER. DO NOT SCALE THE DRAWING5. 0. ALL STRUCTURAL SYSTEMS WHIGH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTUR I NG, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP DRAWINGS FOR CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 12. SHOP DRAWING REVIEW: D I MENS I ON5 AND QUANT I T I E5 ARE NOT REVIEWED BY THE ENG I NEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAW I NG5 PRIOR TO REVIEW BY ENG 1 NEER OF RECORD. CONTRACTOR SHALL REVIEW DRAAI NG5 FOR CONFORMANCE WITH THE MEANS METHODS, TEGHNIOUES, SEOUENGE5 AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS I NC I DENTAL THERETO. 15. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENG 1 NEER ARE NOT GHANGE ORDERS. THE PURPOSE OF SHOP DRAWING 5U5M I TTAL5 BY THE CONTRACTOR 15 TO DEMON5TRATE TO THE ENG I NEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY I ND I GATING WHIGH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRI GAT I ON AND INSTALLATION METHODS. IF DEVIATIONS, D 15GREPANG I E5, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DI5GOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENG I NEER, THE DE51 GN DRAAI NG5 AND 5PEG I F I GAT I ON5 SHALL CONTROL AND SHALL BE FOLLOWED. 4. SPECIAL INSPECTION: EXPANSION BOLTS, 5GREW ANCHORS AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 1 BG SECTIONS 1104 $ 1105 AND THE PROJECT 5PEG I F I GAT I ON5 BY A DUAL I F I ED TESTING AGENGY DESIGNATED BY THE OWNER. THE TESTING AGENGY AND INSPECTOR SHALL BE REG 15TERED WITH AABO AND SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIREGTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHIGH FAIL TO MEET PROJECT 5PEG I F I GATI ONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH I TEGT. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 6EOTECMICAL 15. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 15" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GU I DANGE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER GOLUMN5 OR WALLS ABOVE. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING ASSUMED VALUES: ALLOWABLE 501L PRESSURE 1,500 P5F LATERAL EARTH PRE55URE (RE5TRAI NED/UNRESTRA I NED) 50 PGF/35 PGF PASSIVE SOIL PRESSURE 500 PGF 501L COEFFIGIENT OF FRICTION 0.30 �� 61 N 16. CONCRETE SHALL BE MIXED, PROPORTIONED, GONVEYED AND PLACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AGI 111. GONGRETE SHALL ATTAIN A 2b-DAY STRENGTH OF f'c = 2,500 PSI. ALL CONCRETE EXPOSED TO THE WEATHER AND ALL GARAGE 5LAB5-ON-GRADE SHALL ATTAIN A 25-DAY STRENGTH f'c OF 5,000 PSI IN ACCORDANCE WITH IBG SECTION 1104.1. AND AGI 315 TABLE 11.5.2.1 TH 15 INCREASE IN REOU I RED STRENGTH 15 FOR DURABILITY ONLY (SPECIAL I NSPEGT I ON 15 NOT REOU I RED) . MIX SHALL CONTAIN NOT LESS THAN 5-1/2 5AGK5 OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL 5LAB5 AND EXPOSED CONCRETE UNLE55 OTHERWISE NOTED. THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 5U5MITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLAGING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, GONGRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 501. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM G4�4 AND G61b RE5PECTIVELY. FLY ASH PERGENTAGE OF TOTAL GEMENTITIOU5 MATERIAL SHALL NOT EXCEED 20% . THE USE OF A PERFORMANCE MIX REOU I RE5 BATCH PLANT I NSPEGT I ON, THE COST OF WHIGH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENG I NEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 11. RE I NFORG I NG STEEL SHALL CONSIST OF #5 BARS OR LARGER CONFORMING TO A5TM A615, GRADE 60, fy = 60,000 P51; #4 BARS GONFFORMING TO ASTM A615, GRADE 40, fy = 40,000 PSI AND SHALL BE DETAILED (INGLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 515 AND 31 b. LAP ALL CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP 2'-0'' MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALL5 OR 5LAB5 EXTENDING 2'-0'' PAST CORNERS, TYP I GAL. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. LAP AD JAGENT MATS OF WELDED WIRE FABRIG A MINIMUM OF S" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 5PEGIFIGALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENG I NEER. NO RE I NFORG I NG BARS SHALL BE "WET -SET" INTO THE CONCRETE. IS. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALL5 BELOW GROUND) OR WEATHER 2" 5LA55 AND WALLS (INTERIOR FACE) I" IQ. EXPANSION BOLTS INTO CONCRETE SHALL BE "5TRONG-5OLT 2 WEDGE ANCHOR", AS MANUFACTURED BY 51MP5ON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-5031 INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE 5UBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES REPORTS I ND I GATING EOU I VALENT OR GREATER LOAD GAPAG I T I E5. 5PEG I AL I NSPEGT I ON 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 20.5GREW ANCHORS INTO CONCRETE SHALL BE "TITEN HD", A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-2113 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS I ND I GATING EQUIVALENT OR GREATER LOAD GAPAG I T I E5. 5PEG I AL INSPECTION 15 REOU I RED FOR ALL 5GREW ANCHOR INSTALLATION. 21. DRIVE PIN5, SHOT PINS AND OTHER POWDER-AGTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS A5 MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWINGS, PROVIDE THE APPROPRIATE FASTENER A5 NOTED IN THE TABLE BELOW FOR EACH GIVEN APPL I GAT I ON. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-251� FOR THE X-CP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE III UNLE55 OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER 5PAGIN6. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAG I T I E5. ALLOWABLE ALLOWABLE APPL I GATI ON FASTENER TYPE SHEAR GAPAG 1 TY (L55) TEN51 ON GAPAG 1 TY (L55) 2X TREATED LUMBER X-CP 12 PS 523 250 115 TO CONCRETE A/ 1.55'' EMBED (2000 PSI MIN.) 22. EPDXY -GROUTED ITEMS (THREADED RODS OR RE I NFORG I NG BAR) INTO CONCRETE SHALL BE INSTALLED U51 NG "5ET-36" ADHESIVE ANCHOR A5 MANUFACTURED BY 51MP5ON 5TRONG-TIE ANCHOR 5Y5TEM5. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-4051, INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAG I T I E5. 5PEG I AL I NSPEGT I ON OF INSTALLATION 15 REOU I RED. YOM 25. FRAMING LUMBER: SHALL BE KILN DRIED OR MC- I � (MOISTURE CONTENT LESS THAN I q%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD NO. 11 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: .JOISTS (2X, 3X, AND 4X MEMBERS) DOUGLA5 FIR OR HEM -FIR NO. 2 BEAMS AND STRINGERS (INGLUDING 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. I P05TS AND TIMBERS DOU6LA5 FIR NO. 1 STUDS, PLATES $ MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR OR HEM -FIR NO. 2 24. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM D3151 AND AN51 AI�O.1 STANDARDS. EACH MEMBER SHALL BEAR AN A. I .T.G. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A. I .T.G. GERT I F I GATE OF CONFORMANCE. GERT I F I GATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-Y4, Fb = 2,400 PSI, Fv = 240 PSI, E = I,S00 K51. ALL GANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOUGLA5 FIR GOMBINATION 24F-VS, Fb = 2,400 PSI, Fv = 240 PSI, E = 1800 K51. GAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 5,000' RADIUS UNLESS 5HOWN OTHERWISE ON THE PLANS. 25. LAMINATED VENEER LUMBER (LVL) SHALL BE DESIGNED AND MANUFACTURED PER A5TM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENGY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOU6LA5 FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF A5TM D255� WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: Fb = 2600 PSI, E = 2.0 x 106 PSI, Fv = 2b5 PSI DESIGN 5HOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENG 1 NEER. 26. PREFABRIGATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH IBG SECTION 2305.4 AND ANSI/TPI 1-2014 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. TRUSSES SHALL BE HANDLED, INSTALLED, AND BRACED PER "HIB II" PER THE TRUSS PLATE INSTITUTE. LOADING SHALL BE A5 FOLLOWS: TOP GHORD SNOW LOAD TOP CHORD DEAD LOAD BOTTOM CHORD LIVE LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD NET WIND UPLIFT (TOP GHORD) 25 P5F S P5F 10 PSF (NOT INCLUDED IN TOTAL) I PSF 40 PSF 10 P5F THE LOADS ABOVE SHALL BE INCREASED TO THE FOLLOWING IF THE TRUSSES MEET THE DESCRIPTION OF AN "UN I NHAB I TABLE ATTIC WITH STORAGE" AS DEFINED IN IBG 1601.22: BOTTOM CHORD LIVE LOAD BOTTOM CHORD DEAD LOAD 20 PSF - INCLUDE IN TOTAL 10 PSF SNOW LOAD DUE TO DRIFTING AND UNBALANCED LOADS SHALL BE INCLUDED PER THE IBG. UTILIZE A MINIMUM CREEP FACTOR OF 2.0 FOR DEAD AND SUSTAINED LIVE LOADS IN DETERMINING THE TRUSS DEFLECTIONS. MAXIMUM TOTAL DEFLECTION SHALL BE LESS THAN OR EQUAL TO L/240 OF THE TOTAL SPAN AND MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN OR EQUAL TO L1360 OF THE TOTAL SPAN. PROVIDE ADEQUATE PLIES AND/OR METAL BRAGKET5 TO ADEQUATELY DISTRIBUTE THE BEARING PRESSURE AT THE ENDS OF THE GIRDER TRUSSES TO THE TOP PLATES OF THE BEARING WALL5 SUCH THAT THE BEARING PRE55URE DOES NOT EXCEED 405 PSI. PROVIDE ADDITIONAL TRUSSES (AS REQU I RED) TO GARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. WOOD TRUSSES SHALL UTILIZE I.G.G. OR IAPMO UES APPROVED CONNECTOR PLATES. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A STATE OF WASH I NGTON REGISTERED PROFESSIONAL ENGINEER. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEY5, ETC., SHOWN ON THE DRAW I NG5. EXACT COMPOSITION OF 5PEG I AL HIP, VALLEY, AND INTERSECTION AREAS (USE OF G 1 RDER TRUSSES, .JA(:,K TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS 5PEGIFIGALLY I ND I GATED ON THE PLANS. PROVIDE ALL TRU55 TO TRU55 AND TRU55 TO G I RDER TRUSS CONNECTION DETA I LS AND REQU I RED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRAG I NG AND BRIDGING. 21. TRU55 SUPPLIERS NOTE: THE TRUSS GONF I GURAT I ONS, INGLUDING DEPTHS AND MEMBER SIZES SHOWN ON THE DRAW I NG5, I ND I GATE THE DE51 RED TRUSS GONF I GURATI ON AND ARE TO BE COMPLIED WITH WHEREVER P0551 BLE. IF A TRUSS MANUFACTURER 15 UNABLE TO MEET THE LOAD REQUIREMENTS 5PEG I F I ED WITH THE TRUSS GONF I GURAT I ON INDICATED, THE MANUFACTURER 15 TO 5UBM I T WRITTEN NOT I GE TO THAT EFFECT TO THE ARCH I TEGT PRIOR TO 5UBM I TT I NG A COST PROPOSAL OR BID. IF A DIFFERENT 5Y5TEM 15 PROPOSED THAT REQU I RE5 REV 151 ON5 TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND STRUCTURAL ENG I NEER. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO 5UBM I TT I NG SHOP DRAWI NG5. IT SHALL BE NOTED IN THE TRUSS MANUFAGTURER'S BID WHETHER OR NOT AN ALLOWABLE HAS BEEN MADE FOR MECHANICAL UNITS. TRU55 SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A STATE OF WA5H I NGTON REC71 STF-RED PROFE55I ONAL ENG 1 NEER. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB GENERAL Jan 312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES SHEET NO. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 25. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG P5- I OR PS-2. SEE PLANS FOR TH I GKNE55, PANEL I DENT I F I GAT I ON INDEX AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS GENTERED BETWEEN J015TS/TRU55E5 AT UNBLOGKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JO I NT5 OR SHALL BE SUPPORTED WITH SOLID BLOGK I NG. ALLOW 1 /8'' SPACING AT ALL PANEL E06E5 AND EN05 OF FLOOR AND ROOF SHEATHING. TOENAIL BLOGK 1 NG TO SUPPORTS WITH (2) 1 Od-F NAILS AT EACH END, UNLESS OTHERWISE NOTED. AT BLOGKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOGKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPAGED PER PLANS. 2�. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED GONGRETE BELOW GRADE, OR BEARING ON UNPROTECTED CONGRETE LESS THAN 8" FROM EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE CONFORMING TO AMERICAN WOOD PRESERVERS A550G I AT I ON U I AND M4 AND SHALL BE BRANDED WITH A DUALITY GONTROL AGENCY MARK BY THE AWPA OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVAN I ZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON-PRE55URE-TREATED LEDGERS, BLOGK I NG, ETC., AND GONGRETE. 50. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G-C-2024. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I .G.G. OR I APMO UES APPROVAL FOR EQUAL OR GREATER LOAD GAPAG I TI ES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACGORDANGE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SGREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 51. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH 116d" 6d Gammon 0.113" 2" ''ad Box" Sd Box 0.11311 2-1/2" "Sd" Sd Gommon 0.131" 2-1/2" "IOd-F" IOd Framer 0.131" 3" "IOd" IOd Shear 0.148" 2-1/4" 1116d" 16d Sinker 0.148" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPEC I F I GAT I ONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. G. SCREWS SHALL BE WOOD SGREWS OF THE DIAMETER AND LENGTH NOTED ON THE DRAWINGS. 5DS FASTENERS ARE S I MP50N STRONG DRIVE 5GREW5. D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 52. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLE55 OTHERWISE 5HOWN ON THE PLAN5: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 1 BG. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.2. COORDINATE THE 51 ZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAW I NG5. PROVIDE WASHER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SGREWS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SGREWS SNUGLY AGA I N5T WOOD FRAMING AFTER WOOD HAS REACHED SPEG I F I ED MOISTURE CONTENT. B. WALL FRAMING: ALL BEARING AND SHEAR WALLS 5HOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS 16" O.G. AT INTERIOR WALLS AND 2 x 6 @ 16" O.G. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPEN I NG5. SOLID BLOGK I NG FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS AT 8" O.G. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"xl/4" PLATE WASHERS @ 4'-0" O.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REWIRED RED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES, ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOGKING WITH SGREWS AT 8" O.G. USE 1-1/4 " W #(6 SGREWS FOR 1/2" GWB AND 5/8" GAB WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REOU I REMENTS WHERE APPL I GABLE WITH THE ARCHITECT. G. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J015T LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE 50LID BLOGKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH IOd-F NAILS @ 8" O.G. STAGGERED UNLESS OTHERWISE NOTED. D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMP50N CONNECTORS AT TYPICAL FRAMING UNLESS OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE GGG2/E000 GAPS AND ABU BASES AT POSTS. PROVIDE BG BASE WHERE POST BEARS ON WOOD FRAMING BELOW. PROVIDE LU5 SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE 51 ZED TO MATCH THE 51 ZE OF THE FRAMING MEMBERS BEING CONNECTED. ABBREVIATIONS At L Angle d Penny (Nails) LB. Pound Diameter LL Live Load Degrees LLH Long Leg Horizontal # Pounds LLY Long Leg Vertical #... Number LONGIT. Longitudinal LT. AT. Lightweight (A) Above A.B. Anchor Bolt MAX. Maximum ADD'L Additional MEGH. Mechanical ALT. Alternate MEZZ. Mezzanine APPROX. Approximate MF Moment Frame ARCH. Architect MFR. Manufacturer A.S.D. Allowable Stress Design MIN. Minimum MISC. Miscellaneous (B) Below MK. Mark B/ Bottom of BF Braced Frame (N) New BLKG. Blocking N. North BLDG. Building N.S. Near Side BM. Beam NOM. Nominal BOT. Bottom NT5 Not to Scale BRG. Bearing BTWN. Between O.G. On Genter O.D. Outside Diameter GL or CL Genterline O.F. Outside Face G Camber O.H. Overhang GIP Gast In Place OPNG. Opening G.J. Construction Joint or Control Joint OFF. Opposite GJP Complete Joint Penetration GLG. Coiling PAF Powder Actuated Fastener GLR. Clear PG Precast GMU Concrete Masonry Unit PEMB Pre-engineered Metal Building COL. Column PERM. Permanent GONG. Concrete PERP. Perpendicular CONN. Connections PJP Partial Joint Penetration GON57 Construction FL or 9E Plate CONT. Continuous PLF Pounds per linear Foot CS< Gountersink PLYWD Plywood PREFAB. Prefabricated DBA Deformed Bar Anchor P5F Pounds per Square Foot DBL. Double P51 Pounds per 5cpore Inch DEG. Degree P.T. or PT Post -Tensioning DF Doug Fir -Larch P/T Pressure -Treated DIA. Diameter DIAL. Diagonal RAD. Radius DIAPH. Diaphragm REF. Reference DIM. Dimension REINF. Reinforce or Reinforcement DN. Down REOD. Required DO Ditto REV. Revise DTL. Detail R.O. Rough Opening DTP Double Top Plate DWG. Drawing S. South 5GH. or 5GHED. Schedule (E) Existing SECT. Section E. East 5HT. Sheet EA. Each 51M. Similar E.F. Each Face 506 Slab On Grade EL. Elevation 5PEG. Specification ELEV. Elevator 50. Square EMBED. Embedment Length 50. FT. Square Feet ENGR. Engineer 50. IN. Square Inches) EO. Equal 5PF Spruce -Pine -Fir E.W. Each Way S.S. Stainless Steel EXP. Expansion STD. Standard EXT. Exterior STIFF. Stiffener STL. Stec I FON. Foundation 5TR. Structural FIN. Finish SUB. Substitute FLR. Floor 5YM. Symmetrical FRP Fiber Reinforced Polymer F.S. For Side T/ Top of FT. Foot or Feet T$B Top and Bottom FTC. Footing T$G Tongue $ Groove TEMP. Temporary GA. Gauge THRU Through GALY. Galvanized T.O.G. Top of Concrete GL Glue Laminated T.O.S. Top of Steel GWB Gypsum Wa I I Board T.O.W. Top of Wa I I TRANS. Transverse HOG Hot Dipped Galvanized T5 Tube Steel HDR. Header TYP. Typical HF Hem Fir HGR. Hanger U.O.N. Unless Otherwise Noted HORIZ. Horizontal H55 Hollow Structural Section VERT. Vertical HT. Height VIF Verify in Field I.D. Inside Diameter W. West I.F. Inside Face W/ or w/ With IN. Inch W.H.S. We I ded Headed Stud INFO. Information W/0 Without INT. Interior W.P. Work Point W.T.S. Welded Threaded Stud JT. Joint WWF Welded Wire Fabric K Kips X SECT. Gross Section K5F Kips per Square Foot X-5TR Extra Strong K51 Kips per Square Inch XX-5TR Double Extra Strong QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB GENERAL Jan 312025 CITY OF EDMONDS DEVE STRUCTURAL DOPMENT EPARTMENRVICES NOTES SHEET NO. Simi 1 mm 621_ 10211 • BASEMENT / FOUNDATION PLAN SCALE: 1/4" = 1'-0" .. • FOUNDATION PLAN NOTES: 1. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRANIN65 BEFORE CONSTRUCTION BEG I N5. ANY D I SCREPANC I E5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 55.0 FOR TYPICAL CONCRETE AND FOUNDATION OETAIL5. 5EE SHEET 54.0 FOR TYPICAL WOOD DETAILS. 3. 5LAB-ON-GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH #4 ® 16" O.G. EACH WAY AT MID -DEPTH, U.O.N. SEE ARCHITECTURAL DRAWIN65 FOR ADDITIONAL INFORMATION REGARD I N6 SUB -GRADE M015TURE BARRIER AND ELEVATIONS, ETC. 4. FOR SLAB -ON -GRADE JOI NT5, 5EE DETAIL 2/53.0. 5. WHERE NEW CONCRETE 15 CAST A6AIN5T EXI5TIN6 CONCRETE FOUNDATIONS, DRILL AND EPDXY #4 DOWELS x V-O" LONG TO LAP WITH THE NEW FOOTING LONGITUDINAL REINFORCING (5" MINIMUM EMBEDMENT). 6. ALL WOOD BEARING ON UNPROTECTED CONCRETE, EXP05ED TO WEATHER, OR WITHIN 8" OF FIN15HED GRADE SHALL BE PRE55URE-TREATED, U.O.N. 1. FOR SILL PLATE ANCHOR BOLT LAYOUT TO CONCRETE FOUNDATION WALL5 AND SLABS, SEE DETAIL 1/54.0. 8. ALL BEARING AND SHEAR WALL5 SHALL BE 2x4 @ 16" O.G. INTERIOR AND 2x6 ® 16" O.G. EXTERIOR, U.O.N. 1. POSTS I ND I GATED ARE AT THI5 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. 50LID 5AWN MEMBERS OF EQUIVALENT 51ZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUCH AS A 4x(o FOR (5) 2x4). 10. Fx.x rYP. WALL 'WORNER5 $ NTER5ECTION5 'ER 1/55.0 INDICATES SPREAD FOOTING TYPE, SEE 12/55.0 FOR SCHEDULE. FXac INDICATES SPREAD FOOTING. 5EE 12/55.0 FOR SCHEDULE INDICATES FOOTING INDICATES FOUNDATION WALL, WOOD BEARING WALL OR SHEAR WALL INDICATES WOOD BEARING WALL AT THI5 LEVEL. SEE PLAN NOTE 8 INDICATES NON -BEARING/ NON -SHEAR WALL AT THI5 LEVEL VIF INDICATES AS VERIFY IN FIELD QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: BASEMENT FOUNDATION RESUB Jan 312025 CITY OF EDMONDS EPARTMENRVICES P L Ap� � LOPMENT SE SHEET NO. S2mO sv�-e 1 mm 621_ 10211 7- cfJ w ------------------------ R sr�-e =1 (E) 8" STEM rrf-�I_ m-um, TYP. MAIN FLOOR FRAMINS PLAN NOTES: 1. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BE6IN5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENC71 NEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL 5TRUCTURAL NOTES AND ABBREVIATIONS. 5EE SHEETS 54.0 AND 54.1 FOR TYPICAL WOOD DETAILS. 3. TYPICAL FLOOR FRAMING CONSISTS OF 23/32" APA RATED T46 5HEATHIN6 (INDEX 45/24), LAID FACE GRAIN PERPENDICULAR OVER 2x8 HF#2 JOISTS AT 16" O.C. HANG JOISTS WITH LU5 FACE MOUNT HANGERS TYPICAL AT FLUSH BEAMS, U.O.N. 4. NAIL FLOOR SHEATHING TO FRAMING WITH Sd NAILS (0.131"(P x 25' LONG) AT 6" O.C. AT ALL PANELS ED6E5 AND Sd NAILS AT 12" O.C. AT I NTERMED I ATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. 5. ALL BEARING AND SHEAR WALLS SHALL BE 2x4 @ 16" O.C. INTERIOR AND 2x4 16" O.C. EXTERIOR, U.O.N. 6. POSTS INDICATED ARE AT THI5 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUCH A5 A 4x6 FOR (5) 2x4). 7. PROVIDE 50LID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL FLOOR BEAMS AND ALL P05T5 ABOVE FOR FULL BEARING. PROVIDE BLK6. AT JOISTS PER DETAIL 7/54.1. S. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x8 FOR EXTERIOR BEARING WALLS AND (2) 2x8 FOR INTERIOR BEARING WALL5. SEE 10/54.1 FOR HEADER DETAIL. a. FOR TOP PLATE SPLICE SEE DETAIL (6/54.1. 10. AL 16N A J015T OR J01 ST BLOCK I N6 OVER THE FULL LENGTH OF ALL BEARING/SHEAR WALL5. 5EE 5/54.0 FOR SPECIAL SHEAR WALL BLOCKING REGU I REMENT5. I I . 5W-x INDICATES SHEAR WALL AT TH15 LEVEL. SEE SHEAR WALL SCHEDULE 5/54.0 FOR 5HEATHIN6, BLOCKING, NAILING, AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALL5 SHALL BE SHEATHED PER 5W-6 CRITERIA, U.O.N. 12. HDUx INDICATES HOLDOWN TO CONCRETE FOUNDATION WALL5 OR FOOTINGS. SEE 12/54.0 FOR HOLDOWN DETAIL. USE MIN. (2) 2x P05T U.O.N. INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING SY+-x INDICATES SHEAR WALL TYPE AT THI5 LEVEL. SEE PLAN NOTE II INDICATES WOOD BEARING OR SHEAR WALL AT THI5 LEVEL. SEE PLAN NOTE5 5 4 II - - INDICATES WOOD BEARING WALL OR SHEAR WALL BELOW INDICATES NON -BEARING/ NON-5HEAR WALL AT THI5 LEVEL. SEE 1 4 2/54.1 FOR CONNECTION DETAILS — L+ I NO I CATES HEADER MEMBER. SEE PLAN NOTE 5 /INDICATES MULTIPLE STUD P05T AT THI5 LEVEL. SEE PLAN NOTE 6 �OUNPATION / MAIN FLOOR �cr%AONMIN& 10LAN �J+ INDICATES HOLOOYiN SCALE: 1/4= I'-0LEVEL SEE PLAN NOTE 12 " " E AT THIS QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB FOUNDATION / MA11412025 CITY OF EDMONDS FLOOR FRAMING OPMENT DEVE EPARTMENRVICES PLAN SHEET NO. S2ml VIF INDICATES AS VERIFY IN FIELD C- - - - - - - -- (E) 2x6 CEILING JOISTS, VIF (4) 13/4xI6 LVL (E) 2x6 CEILING JOISTS, VIF — 3r2xl GL 5%2xa GL f �, LJ __ 4x4 — — — — — — — — — — - _� _ _ C_------ M5TA24 HEADER TO TOP PLATE MSTA24 HEADER TO TOP PLATE (E) 2x6 CEILING JOISTS, VIF (E) 2x ` CEILING JOISTS tr� V rQO 5r2xa 6L a CEILING �cmrll'%M NG PLAN (E) 2x6 CEILING JOISTS, VIF (E) 2x6 CEILING JOISTS, VIF GEILIN& FLOOR FRAMINS PLAN NOTES: 1. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BE6IN5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENC71 NEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL 5TRUCTURAL NOTES AND ABBREVIATIONS. 5EE SHEETS 54.0 AND 54.1 FOR TYPICAL WOOD DETAILS. 5. PROVIDE 50LID OR BUILT-UP WOOD POSTS BENEATH THE EN05 OF ALL CEILING BEAMS AND ALL POSTS ABOVE FOR FULL BEARING. PROVIDE BLK6. AT JOISTS PER DETAIL 1/54.1. 4. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x8 FOR EXTERIOR BEARING WALLS AND (2) 2x8 FOR INTERIOR BEARING WALLS. SEE 10/54.1 FOR HEADER DETAIL. 5. FOR TOP PLATE SPLICE SEE DETAIL 6/54.1. INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING - - INDICATES WOOD BEARING WALL OR SHEAR WALL BELOW — L+ I NO I CATES HEADER MEMBER. SEE PLAN NOTE 4 1 INDICATES P05T BELOW ��'� TH15 LEVEL Q r LJ VIF INDICATES AS VERIFY IN FIELD QUANTUM C O N S U LT I N G E N G I N E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB CEILING FRAMING Jan 31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES Di A AI DEPARTMENT SHEET NO. S2m2 1 fir,, ROOF FRAMING PLAN , SCALE: 1/4'' = I'-O" ROOF FRAMIN6 PLAN NOTE-5: ALL DIMENSIONS AND ELEVATIONS ON THE 5TRUGTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL 5E VERIFIED 5Y THE GONTRAGTOR WITH THE ARGHITEGTURAL DRAWIN65 BEFORE GON5TRUGTION 5EG 1 N5. ANY D 15CREFANG I E5 SHALL 5E BROUGHT TO THE ATTENTI ON OF THE ARGHITEGT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEETS 54.0 AND 54.1 FOR TYFIGAL WOOD DETAILS. 5. TYF I GAL ROOF FRAMING GON51 ST5 OF 15/52 " APA RATED SHEATHING (INDEX 52/16), LAID FAGS GRAIN PERPENDIGULAR OVER PRE-FASRIGATED ROOF TRUSSES @ 24'' O.G., U.O.N. (SEE THE STRUCTURAL GENERAL NOTES FOR TRU55 DE516N GRITERIA). 4. NAIL ROOF SHEATH I N6 TO FRAMING WITH 8d NAILS (0.151 "(P x 2.5" LON(5) AT 6" O.G. AT ALL PANELS ED6E5 AND ad NAILS AT 12'' O.G. AT INTERMEDIATE FRAM I N6 MEMBERS (UNBLOGKED) . SEE DETAIL 6154.0. 5. PROVIDE SOLID 5LOGKIN6 BETWEEN EACH ROOF TRUSS AT SUPPORTS. PROVIDE AN H I A GL I P AT EVERY MEM5ER TO TOP PLATE. 6. ALL HEADERS NOT SHOWN ON PLAN SHALL 5E (2) 2x8 FOR EXTERIOR BEARING WALLS AND (2) 2x8 FOR INTERIOR BEARING WALL5. SEE 10/54. FOR HEADER DETAIL. I. PROVIDE SOLID OR 5U I LT -UP WOOD POSTS 5ENEATH THE ENDS OF ALL ROOF 5EAM5 FOR FULL SEARING. 5. FOR TOP PLATE 5PL I GE SEE DETAIL 6154.1. Q. ATTACH NON -BEARING INTERIOR WALLS TO 50TTOM OF TRUSSES WITH STC GL I P5 AT 48" O.G. INSTALL IN AGGORDANGE WITH MFR. REGOMMENDATIONS. SEE DETAIL Q/54.5. INDICATES FRAMING DIRECTION I NO I GATES EXTENT OF FRAM I N6 - - I ND I GATE5 WOOD BEARING WALL OR SHEAR WALL SELOW ® I ND I GATES ROOF OVERFRAM I NG PER DETAIL 4/54.5 — I ND I GATES HEADER MEMBER. SEE PLAN NOTE 6. SEE SHEET 52.2 FOR HEADER/5EAM SIZE NOT SHOWN HERE SEAL: PROJECT: QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com \II �m 111111 hI 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RES U B ROOF FRAMING Jan 31 2025 CITY OF EDMONDS \' DEVELOPMENT SERVICES Di I� DEPARTMENT SHEET NO. S2m3 8" x 12" PREMOLDED CONT. MASTIC JOINT STRIP. (JOINT MAY BE 5AW-GUT AT #4 HORIZ. CORNER BARS TO CONTRACTOR'S OPTION) P05T PER PLAN MATCH HORIZ. REINF. SLAB -ON -GRADE SOLID WOOD BLKG. (2) IOd-F 0.0 g° BELOW P05T TO CORNER BARS TO °Q°° °� PROVIDE CONTROL OR MATCH POST SIZE TOENAILS TSB MATCH GR055 WALL °° ° °° °° ° °°° CONSTRUCTION JOINTS IN 0o O° HORIZ. REINF. (ALT. 5LAB5-ON-GRADE TO BREAK UP ° ' ° o o 0 0 0 °o 0 HOOKS) CONTROL JOINT SLAB -ON -GRADE INTO SMALL °°� ° �11 0 0 g 6 SQUARE OR APPROXIMATELY ADDITIONAL VERT. SECOND POUR F I RST POUR RECTANGULAR AREAS. NO ACUTE BARS ANISLE5. THE RATIO OF LONG TO 11 (E) RIM J015T OR GR055 WALL KEYED GOLD SHORT 5I DE D I MEN5I ON SHALL STEP HE16HT S 4 BLKG. A5 OCCURS SEE PLAN FOR SLAB JOINT NOT EXCEED 1.5. MAXIMUM JOINT SLAB -ON -GRADE THICKNESS AND 5PACIN6 SHALL NOT EXCEED 56 (E) JOIST REINFORGIN6 (TYP) CONTINUE REINF. TIMES THE SLAB -ON -GRADE THROUGH JOINT THICKNE55 IN EACH DIRECTION. CONTRACTOR SHALL SUBMIT fu o ° o 1500 HOOK. HOOKL JOINT LAYOUT PLAN TO can #4 HORIZ. °o o�o °0 0 MAY BE SKEWED TO ARCHITECT FOR APPROVAL. MAINTAIN COVER � g°° ° g°° • REINF. TO (E) FOUNDATION ° ° °°°�° �� MATCH 5LAB ON 24° • p8 ° .. � ° ° °� cao° oDoo 8" GRADE REINF. 24° CU 51N&LE RTAIN a ffFFffM PLASTIC VAPOR BARRIER (WHERE OCCURS) AND PLAN 1 CONSTRUCTION JOINT COMPACTED GRANULAR FILL 4' (STEP HE16HT S 11-011 PER 6EOTECHNICAL REPORT TYPICAL CORNER BAR AND WALL END BAR ARRANGEMENT 50ALE: NONE I TYPICAL SLAB-ON-6RADE JOINTS 50ALE: NONE 2 TYPICAL SLAE�-ON-6RADE STEP DETAIL 50ALE: NONE3 TYPICAL POST AT FLOOR ABOVE STEM WALL 50ALE: NOW1� AT CONCRETE WALLS OR FOOT I N65 (5) IOd-F FACE NAILS EACH BLKG. TO POST STUD I.5H PIPE SLEEVES (N) 2x BLKG. EACH PER DPLAN MIN. 3'-0" MIN. ADD (I) #4 DIA6. AS REQUIRED GONG. WALL SIDE OF P05T ' ? IN WALL 2x BOTTOM GONG. FT6. P05T PER PLAN (E) SHEATHING PLATE CONCRETE WALL v' #4 DOWELS I8" O.G. E.W., v DRILL 4 EPDXY FOOTING REINFORGING z w PER SCHEDULE + + O _ _ (E) SLAB- Q - ON -GRADE 411 + + a -- • TYP. (E) JOIST 7 IF O _ _ LONSIT. FOOTING `o�, m — — �, k lu REINFORCING A m _ °o°O�o oo� �oo o� °o° w v __ P05T AND P05T o X 0, o 0 o O 0° O o BASE PER PLAN w/ ADD BARS TO _, - - - - - o O ° 00 ° 5 II ON MATCH LON61T. m � I �'�. FOOTI N6 TO m BOLT, 5" MIN. EMBED REINFORCING z IBEAR DIRECTLY v -6 ON SUITABLE LINE OF EXCAVATION A5 Q m `� 2'-0" MIN. BEARING SOILSMIN. w STEEP AS POSSIBLE. FAGS LAP Ak OF STEPS SHALL BE CAST MIN. A EXCAVATION Q AGAINST UNDISTURBED EARTH. 2'-0" NOT ALLOWED F EXCAVATION RAVEL5, LAP SPLICE LONG I T. FOOTING NOTE: BELOW THI5 LINE WIDTH PER SCHEDULE _ Ir BACKF I LL WITH CONCRETE .,P RE I NFORG I N6 PIPES MUST RUN m v WHEN FOOTING 15 CAST PERPENDICULAR THROUGH SECTION FOOTING WIDTH REINF. PER WALL (NOT SKEWED) PER 5GHED. PLAN TYPICAL STEPPED FOOTING 50ALE: NOW � &PIS TO FOOTING ATIONS 50ALE: NOW 6 TYPICAL SPREAD FOOTING AT EXISTING SLAB -ON -GRADE erALE: NOW � NEW POST/FOOTIN6 AT CRAYYI.SPACE e0ALE: NOW 8 2411 #4 x ® 12" O.G. (1) to Fbr.0 tincF Pf II (2, I 1YPIG,4L STPJR ON GRADE 5HEATHIN6 AND SHEAR WALL EDGE NAILING PER SHEAR 211 WALL SCHEDULE -7\ f (2) #4 HORIZ. TOP •II • = z_ II z U, trzz u #4 ® 12" O.G. E.W. • � o 0 1 t� QOQ • • EXACT CONFIGURATION OF STAIR (INCLUDING TREAD FOOTING DRAIN m v AND R15ER D I MEN51 ON5) PER ARCH., PER ARCH. DRAWIN65. CIVIL OR 2" CONTRACTOR I GLR. 5'-0" MIN. v 511 6" 5" TO DAYLIGHT 50ALE: NONE TYPICAL. PERIMETER WALL FOUNDATION AT SLAB-ON-6RADE PRE55URE TREATED SILL PLATE AND ATTACHMENT PER 1/54.0 EPDXY DOWEL #4 x 30" 24" O.G., MIN. 4" EMBED 5LAB-ON-GRADE PER PLAN FINISH GRADE PER ARCH. — v X INSULATION WHERE o o OCCURS, (SEE ARCH. DRAWINGS) #4 @ 16' O.G. VERT. ALTERNATE HOOK DIRECTION #4 @ 12" O.G. HORIZ. (2) #4 HORIZ. 211 GLR. • 5GALE: NONE I 10 I TYPICAL THICKENED SLAB AT DOOR 41 0 HOOK SLAB REINF. SLAB ON GRADE REINF. PER PLAN (SLOPE PER ARCH.) (2) #4 HORIZ. TYPICAL FOOTING PER 10/55.0 50ALE: NONE MARK SIZE DEPTH REINFORCING REMARKS F2.0 2'-0" x 2'-0" 1011 (5) #4 EA. WAY F2.5 2140" x 2'-6" 1211 (4) #4 EA. WAY 1 • • 5G,4LE: NONE 11:2 QUANTUM C O N S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB CONCRETE DETAIL,6312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S3mO BOTTOM PLATE BOTTOM PLATE ATTACHMENT PER SHEAR (2) IOd-F NAILS TO BLKG. ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. Ibd WALL SCHEDULE (MIN. 16d NAILS @ 8" O.G. AT A34, BLKG. TO SILL PLATE NAILS @ 8" O.G. AT A55 PER SHEAR NON -SHEAR WALLS) NON -SHEAR WALL5) A35 PER SHEAR WALL SCHEDULE WALL 50HEDULE PANEL EDGE NAILING PER (E) RIM J015T (E) SHEATHING (E) RIM JOIST (E) SHEATHING PLAN TO BLKG., TYP. SHEATHING AND SHEAR P05T PER PLAN 5HEATHIN6 AND SHEAR WALL EDGE NAILING11 #3 TIES @ 6" O.G. w/ ABU P05T WALL EDGE NAILING PER 5HEAR WALL w/ (2) AT TOP 12" BASE w/ %" � PER SHEAR WALL SCHEDULE EXPANSION BOLT, GLR. 50HEDULE 12"0 GONG. PLINTH _ 5 MIN. EMBED v�—(E) — J015T = _ (E) JOIST (2) BAYS 2x BLKG. (E) SILL PLATE w/ URFP 411 RETROFIT FOUNDATION (E) SILL PLATE w/ URFP 411 RETROFIT FOUNDATION @ 48" 0 G EMBED P LATE @ 45" O.G., EMBED PLATE @ 45" O.G., I — — — — — — — — — — — - pw y � TITLN HD ANCHOR Y2 � TITLN HD ANCHOR (E) STEM WALL 0520 STRAP w/ (4) IOd _ (E) STEM WALL — — — — — — — NAILS TO EACH BLKG. lu (E) FOOTING (E) FOOTING NOTE: SEE J015T 1 77711 L��j I I I� m v FOOTING REINF. PERPENDICULAR DETAIL (BELOW) 211 PER PLAN FOR FOUNDATION AND ol GLR• SUITABLE INFORMATION NOT NOTED PER PLAN BEARING 501E TYPICAL FOUNDATION - 2x JOIST PARALLEL 50ALE: HONE I TYPICAL EXTERIOR POST FOOTING 50ALE: HONE 2 EXISTING FOUNDATION - JOIST PARAu m 50ALE: HONE EXISTING FOUNDATION - JOIST PERQENDIGULAR 50ALE: NONE 1� 2x LEDGER w/ (2) ROW5 OF 5DW522400 TIMBER 50REW5 @ 12" O.G. PANEL EDGE NAILING TO (E) RIM JOIST PER PLAN NOTE: LU526 HANGER (E) 5HEATHIN6 SEE ARCH. OR CONTRACTOR DESIGN FOR VENTING J015T PER PLAN REQUIREMENTS (DO NOT INTERRUPT (2) #4 CONT. TOP NAI L I N6, PROVIDE V:2" MIN. GLR. FROM TOP 4 BOTTOM OF RIM) #4 @ 16" O.G. HORIZ. PANEL EDGE BOTTOM PLATE NAI L I N6 PER PLAN ATTACHMENT PER (E) J015T SHEAR WALL SCHEDULE. 5HEATHIN6 AND SHEAR (MIN. I(6d NAILS @ 8" O.G. (E) FOUNDATION = WGALL EDGE NAILINPER AT NON-5HEAR WALL5) SHEAR WALL 50HEDULE o SILL PLATE AND #4 x 2x RIM JOIST w/ (I) IOd-F ATTACHMENT PER 1/54.0 @ 16" O.G., 4" MIN. EMBED NAIL TO TOP AND BOT. OF SHEATHING PER PLAN EACH JOIST. CONNECTION TO SILL PLATE BELOW PER J015T ORIENTATION SHEAR WALL 50HEDULE (MIN. (2) #4 HORIZ. PER PLAN IOd-F TOENAILS @ 8" O.G. NOTE: AT NON -SHEAR WALL5) 6 FOR INFORMATION �zzrffl N I NOT NOTED, SEE (5) IOd-F TOENAILS AT PER ARCH. �/53.1 EACH JOIST TO SILL PLATE (I'-6" MAX.) SLAB -ON -GRADE WHERE OCCURS FOUNDATION AT KITCHEN EXTENSION 50ALE: HONE 6 DETAIL 50ALE: HONE DETAIL 50ALE: HONE S 2x BLOGKIN6 BETWEEN J015T (2) #4 HORIZ. TOP AT BEAM WITH IOd-F TOENAILS PANEL E06E NAILING @ 8" O.G. TO BEAM <6/54.2 PER PLAN E0. A54 @ 45" O.G. J015T5�J015T x @ 12" O.G. HORIZ. � � �� HLAP TO BEAM I u IVWHERE REQ D#4 — r I � I AEPDXY DOWEL5 #4 x#4 @ I6" O.G. VERT. 1 I� I- i --- �T 50" @ 24" O.G.,ALTERNATE HOOK MIN. 4" EMBED DIRECTION 2x J015T PER PLAN la00 (2) IOd-F TOENAILS �o�oc �o z _ _ ' J015T TO BEAM a BEAM JOINT BEAM PER PLAN (WHERE OCCURS) FOOTING DRAIN PER ARCH., AG POST GAP CIVL OR (2) #4 HORIZ. P/T POST PER PLAN � 20RAVL GONITRAGTOR 5'-0" MIN. EQ. 8" EQ. 5PACE7 ABU P05T BASE w/ Na"O TO DAYLIGHT -4 EXPANSION BOLT, 51 w MIN. EMBED. QLk fLv FOOTING m REINF. PER 50HEDULE WIDTH PER COMPETENT 50HEDULE NATIVE 501 L TYPICAL FOUNDATION - 2x JOIST PERPENDICULAR 5GAU: Hots DETAIL 50ALE: HONE I O DETAIL 50'�: NOS I I TYPICAL CRAWLSPACE SPREAD FOOTING 50ALE: HONE (2x JOI5T5 ON MOD BEAM) 1:2 QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB CONCRETE DETAIL,6312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S3ml I ne Ar>= AkLeL1ni7 M^I "rG AT GLit-fAM IAIAI I G I I I I {. \ I L. I it ,.../ STUD, BLKG. OR PLATE AS OCCURS PANEL J01 P 5PACING PER 5HEAS WALL SCHEDULE PANEL. JOINT NOTE: 5TA66ER EACH LINE OF NAILING (AT ALL PANEL E06E5) AS I ND I GATED PANEL EDGE (5) Ea. SPACES, I STUD, RIM J015T OR BLKG. AS OCCURS TYPICAL SILL PLATE BOLTING - PLAN VIEW 50AIX: NONE I I I TYPICAL STA66ERED NAILING 50ALE: NONE 12 PANEL EDGE NAILING PER PLAN 5HEATHIN6 PER PLAN — FIELD NAILING AT INTERMEDIATE FRAMING MEMBERS PER PLAN 5HEATHING JOINT, PANEL EDGE NAILING PER PLAN, TYP. WHERE FULLY BLOCKED DIAPHRAGMS ARE SPECIFIED ON THE PLANS, PROVIDE 2x4 FLAT BLKG. AT SHEATHING JOINTS, SEE DETAIL A — 21-011 MIN. PANEL CONTINUOUS PANEL EDGE DIMENSION --------- - - - - •I •�- -- -- .I ---•---------- •�---- -- -- — — — — — — --- ---- - - - - - ---- -- N • I I I' I •I • I I I. I •I •I r1 I. I •I •I TYPICAL ROOF AND FLOOR DIAPHR (SM SHEATHING z O N PANEL EDGE NAILING PER PLAN, SEE 2/54.0 ",— 2x4 FLAT BLKG. DETAIL FLAT BLOCKING AT PANEL EDGE5 6*ERE REQDJ PANEL EDGE NAILING PER PLAN 2x4 NAILER w/ IOd-F NAILS @ 6" O.G. J015T BEYOND AT J015T 5PL I GE WHERE OCCURS DETAIL B PANEL EDGE NAILING AT JOIST SPLICE NOTES: I. RUN LONG DIMEN51ON OF 5HEATHIN6 PANELS PERPENDICULAR TO FRAMING. 2. WHERE FRAMING LAP SPLICE AND 5HEATHING JOINTS ARE OFFSET, SEE DETAIL B ABOVE. 50AIX: NOW 1(0 SHEAR WALL. SGHMVLE BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM J015T OR BLOCKING WALL 5HEATHINCG EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE O FRAMING O J015T OR BLOCKING CONCRETE BELOW 4 5 6 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL 5W-6 1/16" APA 2x 0.13114x2/2" 0.146"0x3%" @ 6" O.G. 5/6 "� @ 46" O.G. %" � @ 45" O.G. A35 @ 16" O.G. LTP4 @ 16" O.G. ONE-51DE 5HTG. @ 6 O.G. 6 NOTES: OI INSTALL PANEL 5HEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. WALL STUD 5PACING SHALL BE 16" O.G. MAXIMUM. O ALL INTERMEDIATE WALL 5TUD5 SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL ED65E5 INCLUDI NCG HORIZONTAL BLOCKING PER THE 50HEDULE. O3 PROVIDE NAILING TO ALL PANEL ED65E5, TOP $ BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.151"� x 5" @ 12" O.G. ® EMBED GA5T-IN-PLACE 5/6"0 ANCHOR BOLTS 1" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 5" x 5" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 5x PER THE SCHEDULE. SEE DETAIL 1/54.0 FOR OTHER REOUIREMENT5. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. © PROVIDE 0.151"0 x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.151"0 x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL 5HEATHING ON FRAMING MEMBERS. SEE 6/54.1 FOR TOP PLATE SPLICE. O ALTERNATIVE TO 5x 5TUD5 AND 5x HORIZ. BLOCKING 15 (2) 2x 5TUD5/13LKG. NAILED TOGETHER WITH 0.145" 0 x 3" LONG NAILS WITH THE SAME 5PACIN6 A5 THE PANEL EDGE NA I L I N6 PER THE SCHEDULE (5TA66ER). ® RIM J0I5T/BLOCKIN6 MINIMUM WIDTH OF 1%2". 5TA66ER NAILS PER 2/54.0 WHERE SPACING 15 LE55 THAN 6" O.G. SHEATHING AND SHEAR WALL EDGE NAILING I UP TO y II BE PLAC IN5TALLA RIM J015' EMBEDME PER 50HI HOEDOWN 5TUD5 OR P05T PER PLAN (2) 2x MIN. SHEAR WALL EDGE NAILING AT EACH HOLDOWN STUD OR P05T CONNECTORS TO HOLDOWN STUD A5 REQUIRED BY MFR. SEE 50HEDULE HOLDOWN PER PLAN IOd-F NAILS @ 5" O.G. TYP. AT BUILT-UP STUDS FRAMING CONTINUOUS WHERE OCCURS CONNECTORS ANCHOR BOLT CONNECTORS AT EXI5TING HOLDOWN ANCHOR IN CONCRETE TO HOLDOWN CONCRETE BOLT (P EMBED LENGTH 5TUD5 ROD EMBED 51 ZE LENGTH HDU2 5j81I 13" (6) /211 5j81I I " 'SET-36" 505 EPDXY 5OUA5H BLOCKS TOP OF GONG. PER PLAN CONCRETE RE I NFORG I NCG CAST -IN -PLACE HEADED ANCHOR BOLT AND 5TO. WA5HER, OR ALL -THREAD WITH DOUBLE HEAVY HEX NUTS AND STD. WA5HER. AT (E) CONCRETE: ALL -THREAD, USE 51 MP50N "SET-56" EPDXY NOTE: PROVIDE HOT DIPPED GALVANIZED NAIL5, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: Sc SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB WOOD DETAILS Jan 312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4mO DETAIL 50ALE: NONE a DETAIL 50ALE: NONE I 10 I TYPICAL HOLDOWN TO CONCRETE AT RIM JOIST 50ALE: NONE 11:2 2x BLOCKING @ 45" O.G. W (2) IOd-F NAILS EACH END TO JOISTS J015T PER PLAN NON -BEARING WALL PER ARCH. PRAWINC75 (2) 16d NAILS @ 48" O.G. TO BLOCKING tom_ "�:� • • • - -- ,� 2x BLOCKING w/ (2) IOd-F NAILS EACH END TO JOISTS J015T PER PLAN — NON -BEARING WALL PER ARCH. DRAW065 16d NAILS @ 16" O.G. TO BLOCKINS WALL PERPENDICULAR TO FLOOR FRAMING 2x BLOCKING @ 45" O.G. w/ (2) IOd-F NAILS EACH END TO JOISTS J015T PER PLAN _ 51 MP50N 5TG CLIP @ NON -BEARING WALL 48" O.G. SLOT VERTICAL (NAIL AT PER ARCH. DRAWINGS A MID-HEI(5HT OF SLOT) It WALL PARALLEL TO ROOF/FLOOR FRAMING z —IN � U J015T PER PLAN 51 MP50N 5TG CLIP @ 45" O.G. SLOT NON -BEARING WALL VERTICAL (NAIL AT MID -HEIGHT OF SLOT PER ARCH. DRAWINGS ) WALL PERPENDICULAR TO ROOF/FLOOR FRAMING CEILINS JOIST SCHEDULE 51ZE MAX. SPAN 2x4 @ 24" O.G. 8'-0" 2x4 @ 16" O.G. 1'-2" 2x6 @ 24" O.G. 12'-6" 2x6 @ 16" O.G. 14'-4" 2x8 @ 24" O.G. 16'-6" 2x8 @ 16" O.G. Iq'-0" 2x10 @ 24" O.G. 21'-2" 2x10 @ 16" O.G. 24'-3" NOTES: CEILING J015T TABLE BASED ON HF #2, Fb=850 P51 (REPETITIVE MEMBER USE), Fv = 150 P51 E=1.3X106 P51, DEFL. < L/240 ATTIC LIVE LOAD = 10.0 P5F GEILINS DEAD LOAD = 5.0 P5F TYPICAL NON -BEARING WALL SUPPORT (BOTTOM) -.2x JOIST 5cALE: NoNE I I I TYPICAL NON-SmznRAL WALL SUPPORT (TOP) - 2x JOIST 5cALE: NoNE 12 I CEILING JOIST SCHEDULE 50ALE: NOW 13 OUT GIRC NOTC 'V' NOTC LET- NOTC STUD DEPTf MAX. DEPTf MIN. DEPTH MIN. 5/8" E06E DIST., TYP. STUD DEPTH MAX. DIAMETER OF HOLES HOLES ARE TO BE SPACED AT LEAST A STUD DEPTH FROM A OUT OR NOTCH HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LAROE5T HOLE A. GUTTING AND NOTCHING WOOD STUDS (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) BEARING WALL STUDS: STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51ZE 5AW OUT OR NOTCH AFTER OUT OR NOTCH 2x4 1/8" 2-3/8" 2x6 1-5/8" 4-1/8" 2x8 1-1/8" 5-5/8" NON -BEARING WALL STUDS: STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51ZE 5AW OUT OR NOTCH AFTER OUT OR NOTCH 2x4 1-1/2" 2" 2x6 2-3/8" 3-1/8" 2x8 3" 4-1/4" B. HOLES IN WOOD STUDS BEARING WALL: STUD MAX. DIAMETER 51ZE OF HOLE 2x4 1-1/2" 2x6 2-3/811 W3" NON-BEARINS WALL: STUD MAX. DIAMETER 51ZE OF HOLE 2x4 2-1/4" 2x(o 5-5/5 2x8 4-1/2" TYPICAL ALLOwaLE HOLES AND NOTCHES IN STUDS 50ALE: NONE (12) IOd-F NAILS @ 3" O.G. 5TA66ERED IN 2 ROW5 AT EACH 51 DE OF EACH SPLICE TYPICAL TOP PLATE SPLICE WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE M5TA24, U.O.N. — DOUBLE TOP PLATE A55 AT EXTERIOR HEADERS OVER 6-0" IN LENGTH — (8) IOd-F NAILS, MIN. KING STUD IOd-F NAILS @ 12" O.G. STAGGERED IN 2 ROW5 EL5EWHERE 4'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT q OF STUD, TYP. TRIM STUD POST PER III I PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS OVER 6-0" IN LEN(5TH)ol 50ALE: NONE 16 SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER 8'-0" IN LENGTH) HEADER PER PLAN IOd-F NAILS @ 8" O.G. AT BUILT-UP STUDS, TYP. 50ALE: NONE 5HEATHIN6 AND SHEAR WALL E06E NAILING PER SHEAR WALL SCHEDULE, TYP. (WHERE OCCURS) — RIM J015T OR BLK6. A5 OCCURS NOTE: FRAMING CONDITIONS VARY, FOR INFORMATION NOT NOTED SEE PLAN 4 APPROPRIATE DETAILS TYPICAL POST AT FLOOR P05T PER PLAN 50LID WOOD BLK6. BELOW P05T TO MATCH P05T 51ZE (2) IOd-F TOENAILS TOP AND BOTTOM FLOOR FRAMING AS OCCURS, BLOCK REMAINDER OF BEARING 50LID A5 INDICATED P05T PER PLAN NOTES: I. AT NON -SHEAR WALLS, NAIL STUDS TOGETHER w/ IOd-F NAILS @ 8" O.G. 2. ADDITIONAL STUDS REQUIRED A5 NAILER5, ETC. ARE NOT 5HOWN. 5HEATHIN6 AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCUR5) IOd-F NAILS W THE SAME 5PAGINS AS THE PANEL EDGE NAILING PER THE SHEAR WALL 50HEDULE (SEE NOTE AT NON-5HEAR WALL5) 5HEATHIN6 AND SHEAR WALL E06 NAILING PER 5HEr WALL 50HEDULE (WHERE OCCURS) IOd-F NAILS w/ THE SAME 5PAGIN6 A5 THE PANEL E06E NAILING PER THE SHEAR WALL 50HEDULE (SEE NOTE AT NON-5HEAR WALL5) \/MYING WALL SIZE WALL INTERSECTION IOd-F NAILS w/ THE SAME 5PAGIN6 AS THE PANEL EDGE NAILING PER THE SHEAR WALL 50HEDULE (SEE NOTE AT NON-5HEAR WALL5) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL 50HEDULE (WHERE OCCURS) 50ALE: NOW I I TYPICAL WALL INTERSECTIONS - RESIDENTIAL 50ALE: NOW S 5cALE: NoNE I I 5TA OUT HF#; BEA PER PLA TYPICAL STAIR STRINGER L5g0 CLIP EA. END 50ALE: NONE 12 QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB WOOD DETAILS Jan31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4ml BOTTOM PLATE ATTACHMENT PANEL EDGE PER SHEAR WALL SCHEDULE PANEL EDGE BOTTOM PLATE NAILING PER PLAN (MIN. Ibd NAILS @ 5" O.G. AT Sd NAILS @ 6" O.G. NAILING PER PLAN ATTACHMENT PER NON -SHEAR WALLS) SHEATHING AND PANEL EDGE SHEAR WALL SCHEDULE SHEATHING AND (MIN. 16d NAILS @ 8" O.G. SHEAR WALL EDGE PANEL EDGE NAILING PER NAILING PER PLAN SHEATHING PER PLAN (E) STUD WALL WA SHEAR WALL EDGE AT NON -SHEAR WALLS) ILN I G PER SHEAR PLAN TO BLKG., TYP. (E) SHEATHING NAILING PER SHEAR WA LL SCHEDULE, TYP. 2x BLKG. WALL SCHEDULE, TYP. 5HEATHIN6 PER PLAN 5HEATHIN6 PER PLAN 2x RIM J015T w/ (2) IOd-F 2x RIM JOIST w/ (I) IOd-F NAILS TO BLKG. NAIL TO TOP AND BOT. OF CONNECTION TO TOP EACH JOIST. CONNECTION PLATE BELOW PER SHEAR TO TOP PLATE BELOW PER WALL SCHEDULE (MIN. 611 SHEAR WALL SCHEDULE IOd-F TOENAILS @ 6" O.G. ffl7l(E) JOIST, VIF (MIN. IOd-F TOENAILS @ 6" AT NON-5HEAR WALL5)J015T PER PLAN J0I5T PER PLAN O.G. AT NON -SHEAR WALLS) BEAM PER PLAN HEADER PER PLAN 2x4 BLKG. w/ IOd-F NAILS J0I5T PER PLAN WHERE OCCURS. (3) IOd-F NAILS @ 6" O.G. SEE TYPICAL TO BEAM (3) IOd-F TOENAILS x HEADER DETAIL(5) = J015T PER PLAN 2x LEDGER w/ LU528 HGR. (3) IOd-F NAILS i� EACH J015T TO PLATE � i i 4'-0" MIN. LENGTH OF TO EACH STUD HEADER PER PLAN 2x BLKG. @ 45" O.G. WHERE OCCURS. 0520 STRAP w/ (4) IOd SEE TYPICAL NAILS TO EACH BLKG. HEADER DETAIL(5) A34, BLKG. TO PLATE TYPICAL EXTERIOR WALL - 2x JOIST FERPENDICUL.AR 50ALE: Hots I TYPICAL EXTERIOR WALL -.2x JOIST PARALLEL 50ALE: Hots 2 FLUSH BEAM AT JOIST DIRECTION CHANGE 50ALE: NOW 3 NEW FLOOR FRAMING TO WALL 50ALE: NOW 1� PANEL EDGE NAILING PER PLAN SHEATHING PER PLAN \r T JOIST PER PLAN J0I5T BLKG. w/ IOd-F TOENAILS @ 6" O.G. TO BEAM BELOW (3) IOd-F TOENAILS SAME CONN. AT EACH J0I5T TO A5 5HOWN (3) IOd-F TOENAILS FROM PLATE BELOW EACH JOIST TO BEAM SHEATHING PER BEAM PER PLAN -- PLAN WALL FINISH TYPICAL 2x JOIST TO DROF BEAM CONNECTION 50>�: Hots 6 DETAIL 50 ►� DETAIL ►'1O S JOIST PER PLAN PER ARCH. - - (N) 2x FRAMED WALL PER PLAN 2x BOTTOM PLATE w/ Ibd NAILS @ 5" O.G. (E) 5HEAHTINCG PANEL EDGE T 0,\ NAILING PER PLAN (E) JOIST 2x RIM J0I5 T w/ IOd-F TOENAILS @ 5HORE-UP (E) J0I5T 6" O.G. TO BEAM TO ALLOW FOR (N) BEAM INSTALLATION L BEAM PER PLAN (3) IOd-F TOENAILS AT EACH JOIST TO BEAM P05T BEYOND PER PLAN STEP IN FLOOR ELEVATION 50ALE: Hots C� DETAIL 50ALE: Hots I Q DETAIL 5cALE: uoNE I I DETAIL 50ALE' NONE 1:2 QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB WOOD DETAILS Jan 312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4m2 SHEATHING PER PLAN PANEL EDGE NAILING PANEL EDGE NAILING 2x BLKG. BETWEEN OUTLOOKERS SHEATHING PER PLAN 2x4 DIAGONAL BRACE @ 5'-0" O.G. NOTE: w/ (3) IOd-F NAILS EACH END SEE ARCHITECT OR PER PLAN PER PLAN TO BLKG., TYP. w/ LTP4 TO GABLE END TRUSS CONTRACTOR DESIGN FOR BLOCKING TO TOP PLATE PANEL EDGE VENTING REOU I REMENTS (DO CONNECTION PER SHEAR 2x BLKG. SHEATHING AND SHEAR WALL EDGE NAILING PER PLAN A34 EACH END AT NOT INTERRUPT NAILING) WALL SCHEDULE (MIN. NAILING PER SHEAR WALL SCHEDULE BRACE BAY BLKG. 2x4 PLATE w/ (2) IOd-F TOENAILS @ 8" O.G. , + 16d NAILS TO EA. 2x4 RAFTERS 24" O.G. AT NON -SHEAR WALLS) + + MAIN ROOF w/ (4) I Od-F NAILS TO FRAMING MEMBER EACH POST PER ARCH. 2x4 OUTLOOKER @ 24" O.G. wl GABLE END 2x4 POSTS � 4'-O" O.G. H2.SA TO GABLE END TRUSS TRUSS, HOLD (3) BAYS OF w/ (4) IOd-F NAILS TO AND A34 TO FIRST TRUSS TOP CHORD � I (MAX.) 2x BLKG. AT SPREADER JOIST 2x SUBFASGIA DOWN FOR BRACE w/ (2) IOd-F OUTLOOKERS MAIN ROOF 2x4 SPREADER JOISTS TO NAILS TO EACH ROOF TRUSS FRAMING PER PLAN DISTRIBUTE LOAD EVENLY TO ROOF TRUSS _ ROOF TRUSS PER PLAN, TYP. FRAMING BELOW w/ IOd-F — PER PLAN GONT. ROOF SHEATHING PER NAILS @ 8" O.G. TO PLATE SHEATHING AND \ H A AT EACH PLAN UNDER OVERFRAM I NG INTERIOR SHEAR WALL EDGE ROOF TRUSS (4) 1 Od-F TOENAILS NAILING PER SHEAR _ CONNECT TRUSS TO WALL ACCORDING SPREADER WALL SCHEDULE HEADER PER PLAN TO THE BLKG. TO TOP PLATE WHERE DIAGONAL BRAGE LENGTH EXCEEDS 6'-O", + + JOIST 16d NAILS @ 6" O.G. WHERE OCCURS. NOTE: CONNECTION OF SHEAR WALL SCHEDULE ATTACH 2x4 LATERAL BRAGE AT MID -SPAN w/ + + PANEL EDGE NAILING SEE ARCHITECT OR SEE TYPICAL (MIN. IOd-F TOENAILS @ 8" O.G. AT (2) IOd-F NAILS TO EACH BRAGE PER PLAN HEADER DETAIL(5) NON -SHEAR WALLS) CONNECT TRUSS TO + + CONTRACTOR DESIGN PER ARCH DIAGONAL BRAGE w/ (2) 16d NAILS 2x6 DIAGONAL BRAGE TO RIDGE AND @ 6'-0'' O.G. FOR VENTING (2'-O" MAX.) ATTACH TO TOP BLKG. w/ (6) IOd-F NAILS, AND RAFTER REG2UIREMENTS (DO NOT ATTACH TO WALL TOP PLATE w/ (2) A34 2x8 FLAT AT VALLEY INTERRUPT NAILING). E06E MAIN ROOF FRAMING TYPICAL ROOF 7465 TO EXTERIOR 5oALE, NONE I TYPICAL ROOF TRU55 TO EXTERIOR WALL - TRU% PARALLEL : xou� '� TYPICAL ROOF OVERFRAMIiSA-E: xouE 14 WALI. - TRU55 PERPENDICULAR PANEL EDGE OVERFRAMING GONT. 2x8 WITH NAILING PER PLAN PER ARCH. 2 -O 11 PER DETAIL 4/54.3 (4) 16d NA I L5 TO (2-0" MAX.) EACH TRUSS 2x SUBFA5GIA w/ SHEATHING PER PLAN (2) IOd-F NAILS TO NOTCH TRUSS TOP CHORD FOR (4) I Od-F PANEL EDGE EACH OUTLOOKER SHEATHING PANEL EDGE NAILING PER PLAN OUTLOOKER PER PLAN TOENA I L5 AT NAILING PER PLAN 2x4 FLAT OUTLOOKERS EACH BLKG. 24" O.G. w/ (2) 4'' „ „ TO BEAM 5DW5 TO TRU55 EXTEND SHEATHING TO END OF TRUSS PANEL EDGE (2) IOd-F (VENT PER ARCH.) II NAILING PER PLAN NAILS SHEATHING TO PANEL EDGE MATCH ROOF ROOF NAILING PER PLAN SHEATHING TRUSS PER PLAN, TYP. 2x BLOCKING PANEL EDGE NAILING PER PLAN TO BEAM PER PLAN BLOCKING ROOF TRU55 ROOF TRU55 PER PLAN PER PLAN 2x BLOCKING 2x BLKG. w/ IOd-F 48" OG GIRDER TRUSS PER NAILS @ 6" O.G. PLAN (FASTEN PLIES INTO GIRDER TRUSS IOd-F NAILS NOTE' TOGETHER PER MFR.) O 6" O.G. TO TRU55 MANUFACTURER TO DE516N NOTE: HANGER PER TRU55 BLOCKING TRU55 FOR NOTCHED TOP CHORD FOR INFORMATION NOT MANUFACTURER NOTED, SEE 1/54.3 TYPICAL ROOF STEP - TRU55 PARALLEL SOALE: NONE � BEAM SUPPORTI* ROOF TRU55 SOALE: NONE 6 DETAIL SGALE: I "=1 '-o" � TYPICAL ROOF TRU55 TO 61RDER TRU55 SOALE: xoN 8 2x BLOGKING @ 45" NOTE: ROOF TRU55 PER IOd-F NAILS @ 6" O.G. O.G. w/ (2) IOd-F BOTTOM CHORD OF AT CONTRACTOR'S OPTION TRUSS PLAN, TYP. (EACH 51DE), TYP. NAILS EACH END TRU55 PER PLAN MANUFACTURER MAY PROVIDE BLKG. PANELS INSTEAD OF 51 TE-BUILT FRAMING SHOWN. MATCH GAPAGITY OF SHEAR WALL BELOW �j B -----------— _—_— _----------- ; SHEATHING PER PLAN N GAB PER ARCH. DO NOT ATTACH TO BLKG. NON -BEARING WALL PROVIDE 2x BLKG. SHEATHING AND SHEAR SEE ARCH DRAWINGS SIMPSON STG CLIP 2x BLKG. TYP. ROOF TRUSS IN PLANE OF WALL EDGE NAILING 48" O.G. SLOT UP (NAIL TRUSS AS READ. TO MATCH SHEAR PER PLAN TYP. AT MID HEIGHT OF SLOT) 2x EACH WALL BELOW, TYP. SIDE OF SECTION A -PLAN WALL PARALLEL TO TRUSS FRAMIN& TRUSS, TYP. A PANEL EDGE 2x BLKG. AT TOP OF V % NAILING PER PLAN SHEAR WALL DOUBLE U — _ — _ — — _ _ _ — — TOP PLATE 2x BLKG. BETWEEN TRU55 2x BLKG. BOTTOM CHORDS, ATTACH BOTTOM CHORD OF 51MP50N 5TG CLIP @ — TO TOP PLATE PER SHEAR TRUSS PER PLAN 48" O.G. SLOT UP (NAIL WALL SCHEDULE AT MID HEIGHT OF SLOT) NON -BEARING WALL SHEATHING AND SEE ARCH DRAWINGS SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE WALL PERP. TO TRU55 FRAMIN S ELEVATION SECTION B TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) - TRUSS 5GA-E: uoN � DETAIL 5GA-E: uoN I Q TYPICAL ROOF TRU% TO SHEAR WALL - TRU55 PERPENDICULAR 5GA-E: uoNE QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB WOOD DETAILS Jan 312025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4m3 (E) 5HEATHIN6 PANEL EDGE NAILING PER PLAN (E) RAFTER (E) SHEATHING SHEATHING PER (E) 5HEATHIN6 PANEL EDGE NAILING PER ARCH. (E) 2x RAFTER PLAN (3) IOd-F NAILS (E) RAFTER PANEL EDGE (E) 5HEATHING PER PLAN, TYP. PER NAILING PER PLAN - � 2x BLKG. w/ (5) IOd F ARCH. AT BRACE (E) RAFTER (E) KICKER WHERE OCCURS 2x BLKG. GONN. TOENAILS TO BEAM TO TOP PLATE + + CONFIRM EXTEND BELOW PER SHEAR (5) IOd-F NAILS CEILING - - - - - - 2 WAL'L SCHEDULE J015T TO (E) RAFTER a I �015 � LENGTH 15 2x BLKG. _ _ + + N INSUFFICIENT, FASTEN J0I5T5 2x4 BRAGS + (E) CEILING J0I5T (E) CEILING JOI5T - TOGETHER w/ (4) + ROOF TRU55 PER @ 48" 0 G = .22"0x3" 5IMP50N 5HORE-UP (E) ROOF 2x BLKG. �� PLAN w/ FULL A34 5DW5 50REW5 (E) 2x RAFTER SHEATHING AND FRAMING TO ALLOW FOR A ; BEARING ON (E) WALL NEW BEAM IN5TALLATION 5HEAR WALL IOd TOENAIL5 @ i BEAM (E) GEILING J0I5T EDGE NAILING H2.5A AT EACH ROOF J0I5T 8 O.G., TYP. HIA AT EACH ROOF PER PLAN - _ (E) 2x GEILING �� (E) 5UBFA501A 1 I PER SHEAR TRU55 JOIST /X\ (N) OR (E) HEADER WALL 50HEDULE BEAM PER PLAN (E) WALL FRAMING HEADER PER PLAN 5HEATHIN6 AND � � PER PLAN. SEE GONN. PER SHEAR 2x LEDGER w/ (2) IOd-F WALL F I N I5H PER ARCH. WHERE OCCURS. 5EE TYPICAL HEADER (2) ROW5 OF _ 5DW22500 50W - 5HEAR WALL EDGE TYPICAL HEADER NAILING PER 5HEAR DETAIL(5) WALL 50HEDULE NAILS @ 12" O.G. TO BEAM DETAIL(5) 50REW5 @ 24" O.G. ADD DBL. J0I5T � -L 50HEDULE HEADER PER ol PER ARCH. 2x6 CEILING J0I5T NOTE: BOTH SIDES UNDER (E) KICKER (E) 5HIPLAP (E) WALL FRAMING PLAN AT 5IM. (I'-6" MAX.) 5I5TER ON (E) 2x RAFTER 5EE ARCHITECT OR WHERE OCCURS w/ A35 TO LEDGER CONTRACTOR DESIGN FOR J H6 AT EACH H2.5A AT EACH CEILING JO I5T VENTING RECU I REMENT5 (DO (E) WALL TO BE REMOVED J0I5T NOT INTERRUPT NAILING). EXTERIOR WALL AT EXTENSION SCALE: I"=1'-O" I1:2 (� MU SUPPORTING N ROOF TRUSS SCALE: i"=i'-0"NEW GEILING BEAM SCALE: I"=i'-o" 3 PRIOR W�L.L -ROOF JOIST PERPENDIcuL.AR scA1�: I =1-O ° ' A35, ONE AT EACH 5I DE BEAM PER PLAN BEAM PER PLAN H2.5A AT EACH CEILING JOIST (E) CEILING JOIST DETAIL 50ALE: I"=1'-O" DETAIL 50ALE: I"=1'-O" 6 DETAIL 50'4u: i"=i'-0" � DETAIL 50ALE: I"=1'-O° 8 DETAIL 50ALE: 111=11-oll DETAIL 50ALE: I"=1'-O" I Q DETAIL 50ALE: I"=i'-0" I I DETAIL SCALE: 1"°I'-°" 12 QUANTUM C ON S U LT ING E N G IN E E R S 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: WELLMAN RESIDENCE ADDITION AND REMODEL 9019 191ST PLACE SW SHORELINE, WA APPROVAL: ISSUES: P.M. SKK P.E. QHH DRAWN BY: SC SCALE: AS SHOWN DATE: 7/22/24 JOB NO. 24246.01 SHEET TITLE: RESUB WOOD DETAILS Jan31 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4m4 001.�L,EGAL DESCRIPTION � 0 PER STATUTORY WARRANTY DEED RECORDING #20207030344 PARCEL A: THE SOUTH 120TH FEET OF THE EAST 133.4 FEET OF THE WEST 379.9 FEET OF THE NORTH 200 FEET OF LOT(S) 30, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE(S) 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND UPON THE NORTH 30 FEET OF SOUTH 130 FEET OF WEST 425 FEET OF SAID TRACT 30. SITUATE IN THE COUNTY OF SNOHOMISH COUNTY, WASHINGTON. OEM[ BASIS OF BEARINGS ACCEPTED A BEARING OF N 00'59'17" E BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF 92ND AVE W, CALCULATED USING NAD 83(2011) WASHINGTON STATE PLANE COORDINATES PER GPS OBSERVATIONS. nnnEEE::F:E: R E N CES R1. RECORD OF SURVEY, AUDITOR'S FILE NO. 200708155007, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SITE TEMP. BENCHMARK DESCRIPTION: SET PK NAIL /W WASHER LOCATION: S SIDE OF 191 ST PL SW ELEVATION: 310.81' SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2023. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00434600003008 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 16,023 S.F. (0.37 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 3-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND BRASS DISC (FOUND) PP O POWER POLE CENTERLINE ROW coo CLEANOUT FENCE LINE (CHAIN LINK) (^� SEWER MANHOLE FENCE LINE (WOOD) SS SEWER LINE ►fit MONUMENT (IN CASE, FOUND) FIRE HYDRANT PROPERTY LINE (SUBJECT) WM ❑ WATER METER RETAINING WALL WV DQ WATER VALVE RIGHT-OF-WAY LINES W WATER LINE BUILDING BLDG BUILDING C.C. CENTER CHANNEL PST ❑ POST CALC'D CALCULATED SIZE TYPE O° TREE (AS NOTED) COS CITY OF SEATTLE HEDGE FOLIAGE LINE CONC CONCRETECOR CORNER ASPHALT SURFACE DEC DECIDUOUS 0 CONCRETE SURFACE ELEV ELEVATION EVG EVERGREEN FLAGSTONE SURFACE FF FINISH FLOOR GRAVEL SURFACE G GAS r — MEAS MEASURED PAVER SURFACE MON MONUMENT ROCKERY OHP OVERHEAD POWER G ❑ GAS METER PROP PROPERTY SSMH SANITARY SEWER MANHOLE G GAS LINE SF SQUARE FEET P POWER (OVERHEAD) MA INGRESS AND EGRESS EASEMENT PER DEED P ❑ POWER METER VICINITY MAP N.T.S. 190th St SW 10 189th P1 SIN v 189th PI SW 4tASITE 191 st PI SW 0 N N N Z Q w w:2 m N o w� Q� mw o) o r 0 z I FOUND MON IN CASE TACK W/ WASHER e►� t FE CE COR 0.6'N OF LINE & 0.5'W FROM PR P COR N 89'05'37" W_ 76.50' FENCE/ROCKER 0.5'W OF LINE & 0.2'S FROM PROP COR FENCE/ROCKERY 0.1'W OF PROP LINE 10 0 5 10 ( IN FEET ) 1 INCH = 10 FT. Lu 0 d 0 m m FENCE LINE f !, ALONG PROP LINE FOUND IRON PIPE 0.05'E OF PROP LINE & 0.25'N FROM PROP COR T fF_1 oo ( SS SS — SS SS N ISMH N IM=302.98, IE(N/S/E) 8"CONC I 294.38'(C.C.) % JI� � FOUND BRASS DISK STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. GRAPHIC & BOUNDARY SURVEY 188TH ST SW N 89'02'17" W 1046.95' MEAS. (1047.06' R1) It It t t It fi 0 0 12"DEC0 FEN COR SET REBAR/CAP FROM PROP COR 0.1'N IF3.00'W PROP INE FENCE COR FENCE COR �� N 89°0537 W 133.4O 0.3'N OF PROP LINE 0.7'N OF LINE HEDGE & 0.4'E FROM PROP COR WALL 1"PIN o 1 m if 3.5'W o (3) ",2"EVG w EN CE ° 0.3' W S ONE o; lc� s �. (2)5'%4",3"EVG INGRESS AND EGRESS EASEMENT PER DEED, N 89'08'57" W 1044.77' MEAS. (1044.79' R1) 192ND S T SW INDEXING INFORMATION NW a NE a W a SE a NW 1/4 SW 1/4 SECTION: 18 TOWNSHIP: 27N RANGE: 04E, W.M. COUNTY: SNOHOMISH ", 4", 3"EVG 1 WALL Y3.7'W FENCE 0.1'W w 00 �o po 0� 0 Z FENCE r0.1'E 2)4",3"EVG FENCE 0.3' W ALL 3. 'W i" 3)3"EVG 5(2)5",4",2"EVG (3)3",2"EVG _WALL 3.8' W DGE "EN CE 0.1'W ',2"EVG w FOUND MON IN CASE BRASS DISK, DOWN 0.35' 0) w o� m Co 0 0 z W L a W E s i W co cn Q W 0 o Z o M Oo m � � O (n U Q 0� cy) a_ O 011111101 o Uco � Q CL p Q O W m LLJ fF3- < 4� c SSMH RIM=329.02' NC=319.37'(C.C.) cal v o SS SS - v O v) 'zt v - o — 0 v CO Oo � < 17 c � 1- ru 00 rG4 Lij :�i 6 � > m 00 o v 00 Q RESUB JOB NUMBER: CITY of 4 FOUND MON IN CASE DATE: °EPA�W/23 BRASS DISK, DOWN 0.35' DRAFTED BY. TDB CHECKED BY: JGM/DRT SCALE: 1 " = 10' REVISION HISTORY 02107124 1 PER COMMENTS SHEET NUMBER 1 OF 1