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APPROVED BLD PLN RESUB2 BLD2023-0407+Arch Plan+7.10.2023_3.15.56_PM+3656771Sherry Residence Addition .s° 3 rvvr u r �rvvauui r ��uu General Contractor Notes: General notes 1. All constriction to comply with the 2018 international residential code and all amendments to said code, including WAC SI-40 barrier -free regulations and current edition of the Washington state energy code, the international. Electrical code, international mechanical code and international fire code point federal glazing standards. Americans with disabilities act, and the fair housing 2. All work shall be governed by and shall be conducted in accordance with American of institute of architects document a201, general conditions of the contract for construction, current edition. 3. The contractor shale carefully study and compare the contract documents with each other and with information supplied by the owner and shall at once report to the architect any errors, inconsistencies or omissions suspected or assumed prior to constructing any work. 4. The contractor shall, be responsible for inspection of portions of the work already preformed under this contract to determine that such portions are in proper condition to receive subsequent work 5. Do not scale the drawings -consult architect for any required dimensional clarification, contractor shall carefully review the dimensions indicated on the drawings and verify with field conditions. Notify architect immediately of any conflicts or problems, prior to constructing any work. 6. Field verify all conditions and dimensions prior to commencement and prior to ordering materials for of each portion of the work. 7. Dimensions are to the building grid lines or to the face of studs or masonry, or concrete unless otherwise noted. 8. Glazing system dimensions are to center of mullion unless otherwise noted. 'Contractor to field verify as -built rough openings prior to ordering windows. 9. Floor line dimensions are too top of subfloor in wood framed construction or to top of concrete slab elsewhere. 10. The contract documents are complementary and what is required by one shall discipline are to be as binding as if required by all the contract documents include the specifications. The contractor shall coordinate all portions as described in the contract documents. Notify the architect for resolution of all discrepancies prior to construction of each assembly. 11. In case of conflict, the documents shall be governed by the following hierarchy of authority: specifications govern over drawings, structural governs over architectural in matters or structural design. Manufacturer's specifications and requirements govern over the documents, building code requirements govern over all other requirements. Contractor shall study the documents carefully and shall consult the architect regarding any conflicts suspected between the requirements of the various documents. 12. The general contractor to coordinate sizes and locations of floor and wall openings, penetrations and sleeve locations for all work prior to constriction, including but not limited to mechanical and electrical work. 13. Plumbing, HVAC and all electrical systems are to bidder -designed system. Obtain separate constriction permits as requited for windows: each system. The general contractor to coordinate design and installation of these bidder -designed systems. 14. The general contractor shall install all waterproofing elements of the building envelope complete with all required weather barriers, flashing's, sealants, waterproof membranes, roofing membrane and exterior sidings in accordance with building code, industry standards, manufacturer specifications and the requirements of the owners building envelope consultant. Install all sealants, materials and systems in precise conformance to manufacturer's specifications and requirements. Install flashing's in precise conformance to SMACA or as directed by owner's building envelope consultant 15. Doors and cased openings indicated adjacent to wall intersections shall be located with the edge of finished openings a minimum of 4" inches from adjacent wall unless otherwise noted. USE STAPLES OR WIRE 2"x2"x14 GA WELDED WIRE FABRIC RINGS TO ATTACH OR EQUAL & FILTER FABRIC MATERIAL, FABRIC TO WIRES MIRAEI 100X OR EQUAL �a Pa o Pa � �a � vv, o Pa � � � Pa o o- � oa � Pa o o- � � Pa o o- � I o u 48" O.C. (TYP) u u FENCE POSTS n Silt Fencing 17 Crawl &Attic Vent Calcs Vicinit v Ma p - t�a°4 XO cy BuildingMaster Inspection Sernces - - - �r 4 �\ ® � Emil, n d.�<t. Dared Marty Fine Nt v \ Supenrn Fibers© ; �� \•� F 751A SZ 9W rn 8500 Fredenck PI, •Edmonds, WA 98026 ', a '� �� s � q„p n1 SW � oZ Q :F Clark Llrsmo� 8 Assocrales � „�1FF'�i ��Gi�Fh.i s a. southwest CountyPark Naturalways.cc �- w�,.wp oM^v R / IBOlh St SW � :o OlY,rpt Vltwp ,. °1 0 Shapiro NomesteadQ 's � � Seaview ConsultamsQ � Babysteps MmistnQ rk o .Y �' JI ,dc��"� QElrol Adult Fatuity at sw Nome � + �ou`�- Naihslar CarpentersQ red 4 ^� ores s I,...... - . ,. Q � > ` 1 ,near war 3 t o Go gle f 1 e � Ur.Aei ripam C�07: uxM SY"ss rims vm,cr YM srrd Ener gv Code 8500 Frederick PI. Edmonds, WA 98026 Scope of Work Add new single story addition to the SE corner of the existing residence, with a small entry addition at the north side. Crawl space of new addition to align with the existing crawl space, with a inside access point made thru the existing east foundation wall into the new crawl space. All new finish floors to align with existing finished floors. Site/Parcel Data. Leaal Descric. Parcel Number: 00594400006200, Address: 8500 Frederick Place, Edmodns, WA 98026-5035 Property Owner(s): Russel F &Leah Sherry Legal Description: Talbot Park Block 000 D-00 -Lot 62 Less northly 5t to City of Edmodns, per QCD Recording AF9002220371 Bld Hei ht Calculations a a Building Height Calculations Corner ELEV Roof Vent Calc's for overframed roof area only (IRC R806.2) Area of construction: 478 gsf of new floor area; portions of the existing house is being remodeled NE Corner 53.20 FT NW Corner 51.20 FT Required Ventilation, Min required ventilation 1/300 sf" with some windows being updated and others being relocated. SW Corner 53.40 FT Area Unit Reqd SI 2018 WSEC Residential Credits SE Corner 53.50 FT Roof area to be vented 145 � sf � 69.60 I Total 211.30 FT of required ovidedVentilation Net area Provided SI vent area Table R406.3 Additional Energy Efficiency: required credits Average grade 52.83FT ermeter eave venting at east wall 5. Additions less than 500 sf 1.5 Max allowed bldq height 25.00 FT Max. allowable elevation 77.83 FT (22) truss bays * (3) 2.3 si opngs per bay__, si 152 218% Table R406.3 Energy Credits Claimed Entry elevation 54.80 FT 12" x 12" Louver at south gable end 38.00 si 38 55% 1.1 Eff. Bldg envelope per tbf R404.2.1 1 with vertical fenestration U=0.24 0.5 Height of the highest ridge 25.00 FT O_verall total vent area: 190 � 399% 3.1 Energy star rated (US North) gas or propane boiler with minim_ um AFUE of 90% 1.0 Proposed. building height NA 1 _ * R806.2 Minimum vent area can be reduced b 50°/D when 40 - Y 50% of vent Total overall credits claimed =Min credits required 1.5 Site survey datum: 47.60 FT area is within 3' of the ridge. Component requirements Foundation Vent Calcs, IRC R408 Quantit Unit Total sf rovided Description R Value Crawl S ace area, new crawls ace onl 458 sf Fenestration Ufactor - I 0.30 Vent Area required, (1 sf vent for 1,500 sf Ceiling/Roof R value' 38 crawl space 0.3 Sf Wood frame wall, exterior R value 21 Foundation vents at 0.69 sf per vent, 4 ea. 2.76 Floor over unconditioned crawl space R value 30 per R408.1 venitlation: Class 1 vapor retarder permits vent area to be at least 1sf for `Extend insulation over top of exterior bearing walls. while maintaining 2" min clearance each 1,500 sf of under floor space for perimeter eave venting of roof Buildina Area Pla 10 Area n New Construction n CITY C/� E�MONDS #900 � 1 � Site Plan �RDCCK P� - - � CL Frederick Place TBM-q Datum see survey , EDGE OF ASPHALT 1 0 / el: 47.6 - N 35" E� -WM- tn � � 1 2�0'/ c�0 �] E � - � I of i _ - -- I U � ,Approx location of utility lines, refer I to field markings for accurate /, I � u ��o/ locations �� I C� L �/ W l � � / Existing trees to remain typ>_ I � I � � i 3 � � \� � I / � i\ 51.2 / 9 � 65 3 2 n �di lot�n 6�sT -_ -_ I I � - - I �, /I I I� I I I I� FI IS F OOR F � = 4.8 GAR GE i Q I FNIS FLO R� JN - - - - o� - N � � ® Water shut off in � - - -garage � DG GHT - = 7 II I w ,9. � � � I 2 C� � �� Edge of existing conc paving to remain V' � � UI� 25'-0"�� z setbk (� E Comm _ c� ---UG Pwr---� � � I � Gas Gas G Area of new addition, 418 sf 10' - 0"� � � � � � � setbk �� 53.4 H �10 II I_ 'l -- _ L I 53.5 O y O � r in "-' N y � � I T ne of silt fencing, ;e: 16 A101 --------------- sting tress, typical Buildin Code: Building Code All applicable codes and authorities having jurisdiction shall be followed 2018 International Building code with Washington State amendments when applicable 2018 International Residential code with Washington State amendments when applicable 2018 International Mechanical Code with Washington State amendments WAC 51-52 2018 Uniform Plumbing Code with Washington State amendments, WAC 51-54A 2018 International Fire Code width Washington State amendments, WAC 51-54A 2018 Washington State energy code residential provisions WAC 51-11 R Single Famil�r_ Type of Construction Fully sprinklered _ Allowable building height Basic allowable floor area R3 Occupancy Total area allowed R3 IBC 310.4 VB IBC Tb1601 No - - - 40 ft / 2 stor�IBC. TBL. 503 9,000 SF/FLR IBC. TBL. 503 18,000 SF IBC. SEC.506.4 1 SF Occupant Load (1 person/200 sf) 20 IBC TABLE 1004.5 Landsca e &Site Calc's p Site Calculations Zoning Maximum building height Setbacks SITE AREA CALCULATIONS RS-6 FRONT 15' SIDE 35' 10' min, 35' total REAR 25' __ Descri tion Area Unit Site Area 22 065 sf Percent of Site Area _ 100% Max built area, (35% of lot area Pre ConstructionlExisti Conditions 7 723 sf 35% Attached Gara a Foot Tint 810 sf 4% Existin House Foot Tint 2,801 sf 13% Total Existin House/Gara a Foot rint 3,fi11 sf 16% Total Existin House/Gara a roof area 4 321 20% Existin Drivewa 1848 sf 8% Existin Walkwa /Porch 43 sf 0% Total im envious existin conditions Proposed Construction Existin structure foot rint fi 212 sf 28% 3 fi11 sf 16% New Addition foot rint 458 sf 2% New deck area 106 sf 0% New House Addition roof area Total proposed existing &new Hse fo�rint 438 sf 2% 4 069 sf 18% Total ro osed roof area 4,507 sf 20% Total ro osed im ervious conditions 6 650 sf 30% Floor Area completed construction Garage 810 sf 4% Main floor heated area with addition 3 259 sf 15% Overall house/garage +addition footprint 4,069 sf 18% Sheet Index Architectural A101 Cover Sheet, Site Plan Site Survey A102 Existing Floor Plan A103 Demolition Plan A104 Main Floor Plan, Door &Window Schedules A105 Existing &New Roof Plans A201 North, South &East Elevations, Wall Section at Bay Window, Canopy Section A202 West Elevation, Wall Section A801 Kitchen Interior Elevations Survey Topographic Survey Structural S100 General Structural Notes S101 Axonometric Views S102 Axonometric Views S200 Foundation Plan S201 1st Floor Framing Plan S202 Roof Framing Plan S600 Typical Wall Framing and Typical Shear Wall Framing S601 Exterior Wall Elevations S602 Exterior Wall Elevations S603 Section Through Living Room -Looking North S604 Section and Details at Bedroom 2 S605 Section and Details at Master Bedroom S606 Section Through Bedrooms -Looking West S607 Entry Foyer and Living Room North Wall Details Project Team Owner: Structural: Leah &Russ Sherry Smith Company Structural Engineers 8500 Fredrick Place 19011 Woodinville Snohomish Rd NE #100 Edmonds, WA 98026 Woodinville, WA 98072 mailtoleah@gmail.com John.smith@smithcompanystructuralengineers.com (408) 460-7940 206 407 6456 Architect: Surveyor: AD Shapiro Architects, PS Tyee Surveyors Tony Shapiro, NCARB Tim Griffin LSA 18105 Sunset Way 17544 Midvale Avenue, North PO Box 0054 Suite 107 Edmonds, WA 98020 Shoreline, WA 98133 tonys@adshapiro.com Tim(c�tveesurvevors.com 425.778.5400 206 525 3660 O 0 _ t ■ � }, �/�/� W < u � c C'') C r oo c O c u c Q u w ` �n V�J � C � ` UW � O u O � � c u G n ' u W w ._ rev i � O � uS a N W � � � � � � W U � F- .� � � � Q � � � � � ` ^, VJ � w+ *: � a "-' _ o � W L.L � � � N o 0 O = Z � O �p a O N � N � � N 0 m � Q v7 0 .� c 'j O N Q � '� U N � � c m E E 0 .� m O Z � SHEET TITLE Code Notes, Area Plan, Landscape and Site Calcs, Sheet Index, Project Team, Scope of Work, Site Plan, Parcel Data and Legal Description. Vicinity Map, Energy Code, Attic and Crawl Space Vent Calcs, Building Area Plan, Contractor Notes, Silt Fence Detail �--+ .� ^� L.L Marysville permit No: PA18-045 L SCALE: DRAWN BY: Q As indicated - � DATE: CHECKED BY: Q� 04/24/23 AS PROJ. No: (n 12659-00 SHEET No: Window Schedule Mark Family Width I Height Count Comments 10 Fixed 2'-6" 4'-0" 3 U value: 0.24 17 Fixed 2'-0" 3'-0" 1 U value: 0.24 20 Casement with Trim 2'-0" 4'-0" 1 U value: 0.24 25 Casement with Trim 2'-0" 6'-0" 1 U value: 0.24 29 Fixed with Trim 2'-0" 4'-0" 3 U value: 0.24 34 Fixed with Trim 2'-0" 6'-0" 3 U value: 0.24 36 Fixed with Trim 3'-0" 6'-0" 2 U value: 0.24, 38 Casement with Trim 2'-0" 3'-2" 6 U value: 0.24, saftey glazing 39 Fixed with Trim 2'-0" 3'-2" 5 U value: 0.24, saftey glazing 40 Casement with Trim 2'-0" 4'-10" 8 U value: 0.24 42 Casement with Trim 1'-9" 4'-10" 2 U value: 0.24 43 Fixed with Trim 3'-9" 4'-10" 4 U value: 0.24 45 Fixed with Trim 2'-0" 4'-10" 4 U value: 0.24 55 Casement with Trim 2'-0" 4'-10" 5 U value: 0.24 82 Fixed 5'-6" 3'-0" 1 U value: 0.24 86 Casement with Trim 2'-10" 4'-4" 2 U value: 0.24 87 Fixed with Trim 2'-10" 4'-4" 2 U value: 0.24 93 Casement with Trim 2'-4" 4'-0" 1 U value: 0.24 95 Fixed with Trim 2'-4" 4'-10" 1 U value: 0.24 96 Casement with Trim 2'-4" 4'-10" 3 U value: 0.24 98 Fixed with Trim 4'-0" 6'-0" 1 U value: 0.24 101 Fixed with Trim 1'-6" 5'-0" 1 U value: 0.24 104 Fixed with Trim 5'-8" 2'-0" 1 U value: 0.24 117 Window-skylight-Velux_tubular-fle X 0'-0" -0'-1" 7 U value: 0.24 123 Window-skylight-VELUX_FCM-cu rb mounted -fixed Foundation crawl space Vent Awning with Trim Awning with Trim 2'-3 1/8" 4'-3 1/8" 15 count includes (4) existing skylights U value: 0.24 U value: 0.24 U value: 0.24 131 4 133 3'-6" 1'-2" 1 134 3'-0" 1'-2" 1 135 Casement with Trim 4'-0" 5'-0" 2 Exist Fixed <varies> <varies> 3 Grand total: 94 Door Schedule Dr No. Type Door Comments Width Height Thickness Mtl 3 8 2'-8" 6'-8" 0'-2" 4 8 2'-8" 6'-8" 0'-2" 5 8 2'-8" 6'-8" 0'-2" 11 6 3'-0" 6'-8" 0'-2" 12 11 5'-8" 6'-8" 0'-2" 25 8 2'-8" 6'-8" 0'-2" 35 7 2'-10" 6'-8" 0'-2" 38 25 6'-0" 6'-8" 0'-11/2" 48 7 2'-10" 6'-8" 0'-2" 49 7 2'-10" 6'-8" 0'-2" 50 7 2'-10" 6'-8" 0'-2" 51 26 4'-0" 6'-8" 0'-1 1 /2" 20 min rated, with spring closure 52 26 4'-0" 6'-8" 0'-1 1 /2" 106A 6 3'-0" 6'-8" 0'-2" 106C 44 2'-0" 6'-8" 0'-2" 107 5 2'-6" 6'-8" 0'-2" 109 5 2'-6" 6'-8" 0'-2" 110 7 2'-10" 6'-8" 0'-2" 110A 26 4'-0" 6'-8" 0'-1 1 /2" 110B 26 4'-0" 6'-8" 0'-11/2" 111 5 2'-6" 6'-8" 0'-2" 112 46 3'-0" 6'-8" 113 44 2'-0" 6'-8" 0'-2" 117A 7 2'-10" 6'-8" 0'-2" 117D 44 2'-0" 6'-8" 0'-2" 117E 68 5'-8" 6'-8" 0'-2" 117 G 65 5'-0" 6'-8" 0'-13/4" 118 14 8'-0" 6'-6" 118 64 2'-6" 6'-8" 119 14 8'-0" 6'-6" 119 5 2'-6" 6'-8" 0'-2" 120 8 2'-8" 6'-8" 0'-2" 120A 65 5'-0" 6'-8" 0'-1 3/4" 121 8 2'-8" 6'-8" 0'-2" 122 7 2'-10" 6'-8" 0'-2" 122 14 8'-0" 6'-6" 123 8 2'-8" 6'-8" 0'-2" 124 5 2'-6" 6'-8" 0'-2" 127 7 2'-10" 6'-8" 0'-2" 128 46 3'-0" 6'-8" Exist 41 5'-0" 7'-0" 0'-13/4" 9 8 7 6 5 3 2 1 68' - 1 3/4" 10' - 1 1 /4" 18' - 3 1 /4" 15' - 9 1 /2" 23' - 11 3/4" I I I I I I ------------ ------ I '/ \� �� — — — — — — — — — — — — — �, — — —�\ � — — q �t�put��►, - O C O o �� f� c f� - u7 E N � � is — — � 1 D � _ \\\ i I � I I I I �I I - o � N � � � � • z �' N I _ _ O — — — — — — — — — — — ,— — — — — — g � Z 1 — � � — 2D 11'-11/4" I � �+ I � � � � � � � � / 5' - 2 13/16" 4' - 4" 4' - 9 1 /2" � 122 � O I � � � om � —�, �� I I � � Q VJ a � I I "-' I I ,�/ �� I � I I � � i i � I ,� � � � ,� I I I I � � � o= 14'-41/ � it I i/ � W � J I ` � Q W 1 \ I �� . � • I I 33' - 4 v2�° I I �\ I \\ I \� � � (� i can n , \ � i 11 \ W � � w � � � � Room / I _ U U � 757 SF / I I I I 12 I I I / / � I I � � � o I `� � � / I / I I � � a / I i I _ � � � - c=n � � � � � o �� u7 I I -' I I I I I I I / � � � = o I I I � / N O � X= — — — — — — — it — — — II I — I �/ — `V — � L m I I � �/ D � O � a° I I � � I I I �\ �\ � � \ I � � I I � � I Existing elec meter and d to sub _ � _ � � _ _ _ I panel to be relocated ton w exterior III N � — I' �I\ i wal at grid 1 I \ 11 i Existing water shut off I � I � _ � � i valve on wall � — — — — — — �— — — — — — — E / Q � � , _ N Exist elec panel to remain � I I / � � I — — — — — — — — — — � — — — — F / � � �'� � i � I I E � � n] I I I i �� I N u N 3 egister d i ` _ c it t �� 38 � Existing gas meter to be � 48 �n new exterior wal at grid � �---�--"+ I `� I N I ❑ \�I 39 I 40 43 40 I � I I I I 35 I I �� \I � I I / I � N / I / / I --_ � C I ��/ � I I I I\� M i� `�� / �� ___ � � —_ /�— �\\ / �� I � I I I I 40 45 .� 45 40 39 38 I I I I I I I I I I I I I I I I I © I n Main Floor Existing 10 o � I Existing windows to remain u E N I CV N — —I — — I 39 38 I � N N Q � M O N � � 00 m � a 0 �� H �� o a� � U a� 0 � �� o � �� 0 � U �� _ �, J 0_ 0 //�I Z�r SHEET TITLE Existing Floor Plan, Window and Door Schedules L... � SCALE: CHECKED BY: 1/4" = 1'-0" Checker DATE: PROJ. No: 04/24/23 12659-00 SHEET No: J � N� 10' - 1 1 /4" E�] ' 68' - 1 3/4" 18' - 3 1/4" 15'- 9 1/2" I I I 1D � � I 2D 5' - 2 13/16" 4' - 4" 4' - 9 1 /2" I r -- � Exist Exist Exist — — Exist — -- ----� I �� L LJ � I I II � III I I Existing windows to remain I I I I III � \ � -� II I % 12 I I I C — — L� 23' - 11 3/4" T T (V 11' - 1 1/4" Remove existin fireplace and chimney down o top of foundation Remove existing entry door, retain for installation im new entry, existing stud work to remain unchanged Existing garage) to remain unchanged I� ��`Y'� II I I I �I — � ��— — — — — — — — — � � r � Align new exter or wall with existing --II �------- �� I I I I I I garage wall tot e north I I _� I II I I I� �ii iI �� II - I I I I I �' I I Replace existin garge door with 20 min fire Remove window(s), and discard, I I I I I I \ I I rated door with new wood framing steps and prep opening for new taller window in � � J �, landing II same location I I I L— � C — � j N I � — � "— � Existing gas fur ace to remain and upgrade as Main Floor Demolition Plan II \�� ,, 11 I II I � '\ necessary to s pply new Heated addition _ _ v I II I �-� 50 � I NJ G�� III � � �I I � 1 `I � II II II ---- � � `. � � —�r— ram— — --- — � II Existing windows to remain I `�� I I I I I I I Relocate exis ing gas water heater to \ � I I I I accomidate new garage access door and � I I I I landing \ 1 I I Remove existin windows, relocate to —48 � I I rm No. 110, on he new eastern wall ��—JL_—I--J-----�� 1�__ IIII� l II I III N �� I � Relocate existing gas meter to new east wall 1 -II II I I I � —J L -- —J L� -- —� � � � � II III � � � II � III II �� I I � - LL � 1 I I � � - � II o III � l N � Notify Stuructural engineer prior to removal of tehse wall, coordinate site visit to confirm � , � �� , walls are not existing roof bearing walls �,.� opening for to to Existing wood tructured floor system to � remain with ne floor addtion to align and Remove existing window(s), "share" existing foundtion, see struct (relocate to the master bath rm #119 east wall), and prep for new infill with 8'-0" head � _ _ �' �I � _ _ I _ _ _ Remove exteri r wall and support 40 39 38 T strucltugral of wit) new beam, see 'x 1 w Remove existing window(s), and prep for infill �+ � � Demolish existing fireplace, with chimney down to the top of the existing foundation Remove existing windows and prep for larger window install n Exist Exist II - I I I I `� II M I li I I a Reimove and reinstall existing window to Master Toilet room #124 XI O I WI �a �u 16'-2". 2 1 122 119 118 J New Remove existing windows and bay window structure, and discard prep wall to be open for expanded floor into new master bedroom, see structural Area of new ground floor addition, 412 sf \\\\\ Remove existing fencing as necessary for addition �_ N N N N M 00 �t,,,�,t,�►. - O C f� c f� - � E N � � c � O � N •' Z o � Q Z 0 ■� �i T �J � w U . � Q �• o � o o m C � � ~ N � z '/� V J � a0 Q O � W U o a w �' w Uj w � � W W � � � O = � � � � it W .� - a n ' W � � � U W U -� 2 U � Q O � a n , W � � - � D ^, W � � = LL� O Q O � o i X� 0 o m� � � 0o w a H 0 �� '� O N y=' � � U 0 a� � m O E � E 0 � U C != E �_ � J � Za� SHEET TITLE Demolition Plan L... ^� I..L � SCALE: CHECKED BY: 1/4" = 1'-0" Checker DATE: PROJ. No: J � 04/24/23 12659-00 SHEET No: Window Schedule Mark Family Width Height Count Comments 10 Fixed 2'-6" 4'-0" 3 U value: 0.24 17 Fixed 2'-0" 3'-0" 1 U value: 0.24 20 Casement with Trim 2'-0" 4'-0" 1 U value: 0.24 25 Casement with Trim 2'-0" 6'-0" 1 U value: 0.24 29 Fixed with Trim 2'-0" 4'-0" 3 U value: 0.24 34 Fixed with Trim 2'-0" 6'-0" 3 U value: 0.24 36 Fixed with Trim 3'-0" 6'-0" 2 U value: 0.24, 38 Casement with Trim 2'-0" 3'-2" 6 U value: 0.24, saftey glazing 39 Fixed with Trim 2'-0" 3'-2" 5 U value: 0.24, saftey glazing 40 Casement with Trim 2'-0" 4'-10" 8 U value: 0.24 42 Casement with Trim 1'-9" 4'-10" 2 U value: 0.24 43 Fixed with Trim 3'-9" 4'-10" 4 U value: 0.24 45 Fixed with Trim 2'-0" 4'-10" 4 U value: 0.24 55 Casement with Trim Fixed 2'-0" 4'-10" 5 U value: 0.24 82 5'-6" 3'-0" 1 U value: 0.24 86 Casement with Trim 2'-10" 4'-4" 2 U value: 0.24 87 Fixed with Trim 2'-10" 4'-4" 2 U value: 0.24 93 Casement with Trim 2'-4" 4'-0" 1 U value: 0.24 95 Fixed with Trim 2'-4" 4'-10" 1 U value: 0.24 96 Casement with Trim 2'-4" 4'-10" 3 U value: 0.24 98 Fixed with Trim 4'-0" 6'-0" 1 U value: 0.24 101 Fixed with Trim 1'-6" 5'-0" 1 U value: 0.24 104 Fixed with Trim 5'-8" 2'-0" 1 U value: 0.24 117 Window-skylight-Velux tubular-fle X 0'-0" -0'-1" 7 U value: 0.24 123 Window-skylight-VELUX_FCM-cu rb mounted -fixed 2'-3 1/8" 4'-3 1/8" 15 count includes (4) existing skylights 131 Foundation crawl space Vent 4 U value: 0.24 133 Awning with Trim 3'-6" 1'-2" 1 U value: 0.24 134 Awning with Trim 3'-0" 1'-2" 1 U value: 0.24 135 Casement with Trim 4'-0" 5'-0" 2 Exist Fixed <varies> <varies> 3 Grand total: 94 Door Schedule Dr No. Type Door Comments Width Height Thickness Mtl 3 8 2'-8" 6'-8" 0'-2" 4 8 2'-8" 6'-8" 0'-2" 5 8 2'-8" 6'-8" 0'-2" 11 6 3'-0" 6'-8" 0'-2" 12 11 5'-8" 6'-8" 0'-2" 25 8 2'-8" 6'-8" 0'-2" 35 7 2'-10" 6'-8" 0'-2" 38 25 6'-0" 6'-8" 0'-11/2" 48 7 2'-10" 6'-8" 0'-2" 49 7 2'-10" 6'-8" 0'-2" 50 7 2'-10" 6'-8" 0'-2" 51 26 4'-0" 6'-8" 0'-11/2" 52 26 4'-0" 6'-8" 0'-1 1 /2" 106A 6 3'-0" 6'-8" 0'-2" 20 min rated, with spring closure 106C 44 2'-0" 6'-8" 0'-2" 107 5 2'-6" 6'-8" 0'-2" 109 5 2'-6" 6'-8" 0'-2" 110 7 2'-10" 6'-8" 0'-2" 110A 26 4'-0" 6'-8" 0'-1 1 /2" 110B 26 4'-0" 6'-8" 0'-1 1 /2" 111 5 2'-6" 6'-8" 0'-2" 112 46 3'-0" 6'-8" 113 44 2'-0" 6'-8" 0'-2" 117A 7 2'-10" 6'-8" 0'-2" 117D 44 2'-0" 6'-8" 0'-2" 117E 68 5'-8" 6'-8" 0'-2" 117 G 65 5'-0" 6'-8" 0'-13/4" 118 14 8'-0" 6'-6" 118 64 2'-6" 6'-8" 119 14 8'-0" 6'-6" 119 5 2'-6" 6'-8" 0'-2" 120 8 2'-8" 6'-8" 0'-2" 120A 65 5'-0" 6'-8" 0'-13/4" 121 8 2'-8" 6'-8" 0'-2" 122 7 2'-10" 6'-8" 0'-2" 122 14 8'-0" 6'-6" 123 8 2'-8" 6'-8" 0'-2" 124 5 2'-6" 6'-8" 0'-2" 127 7 2'-10" 6'-8" 0'-2" 128 46 3'-0" 6'-8" Exist 41 5'-0" 7'-0" 0'-13/4" / � / � / � 10 9 8 A2o1 7 6 4 5 4 ,' 3 2 `� 1 A201 � � 10' - 1 1 /4" 18' - 3 1 /4" 15' - 9 1 /2" /' 23' - 11 3/4" \ / --+—,L-- 14'-15/8" 34'-03/4" 2'_4" - / �------------------� �\ _ r I \ �--------- --- --- --� I-__ _-----_�-__ � o xi I 1 I - N I I (Relocated existing front door I _ � � r � � E � ih I I 13'-7" I ��/ 7 0" I 13'-53/4" � xi I I � / I / I 2D 11' - 1 1/4" E E 1'-2" 1'-2"I 3'-2 4" � I � � I I v 1 I I n I 122 I`\ I I •X I 98 Existing wood stud walls et on top of existing I \ J \ w � � J foundation to remain. Exi ting upper masonry I \ � \ Entry walls) set above the soli er course that i 1 II \ 101' Exist extend to the top of the c imney, to be I � � Exist demolished (typical for front bay window). � I I � I I � Exist � Exist � I 1 \ I I __ I I � I II }, ,�-----,� E � I\ �,-I---�-- --I_� Exist I X �-- �� \ �-- � I \\ � I I I I� � I I w ` / I I I I i I I � Dininp Room / \ \ I I I I \1 , � I � �\ 1oz // � I I I I \ Garage �� I I .X � I I I I 1oa � I I w \ � � I I I I 11 _ � I I 1 � �� I I I I I N 119�y I y I � � I Living R om I I � I 'x I / � � �I 104 I I I 00 + N w (3) equal risers with 11" I w / I I I � I I � iv � iv tr ads for revised garage access � \1 I I II �/ I I I I � I I I _ �� d ar I _' I II � i' I I I I I I � � ;� Modify existing attic access to `� I I �� , - - - � E I I I I I � gas 00 � accomiate new folding access see: I I II 13' - 0". I T - 0" � � I I I I � � A202 i / I I I I I X I E E 1 I I I I I /I I E E ]� E \ 1 I I �� I I Exhaust vent linked to 100 cfm center) (zed � I ----- \ \ - E I , _ 10 1/2" � ` - , I- � 1 ' - 11 1/ " � - t- fan with 4" dig ducting ,set in ceiling over I 1 11 2 - 6 5 - 4 2 - 6 `� Hall \\ / � Bedrm 2, rm #110. � 1 118 I O Terminate exhaust fan thru roof �`� �03 �� \ N I I I I 4' - verif Existing gas furnace to remain and up�rade as I � I 40 abode, similar see: 9 � \ 5 9 N GFI S CO2 ith mfg. necessary to supply new heated additi n I .� I _ � 00 1 Relocated as water heater/boiler, to u ilzed I `a � � - - - - - - - - - - - - - � 1 os om - A202 - - _ - - _ ` \ _;� _ � N iv V _ Central existing vent path thru garage roof _ _ Family Ro X c � E I� E I _ _ _— vacum I � c, a� 40 I , _ - � � � HSS 6x6x1/8" x 42" high weld to PL 1/4"x I O M 3 � � o - - - - —U-� — M � `� 6"x6" set with (4) 5/8"x 3" expansion bolts I � � � � I � � � 1 V o I - � _into conc slab - 'a o •`� �� I Exist Exist 24"x24" access panel to centralized bath rm N � N � 1 3 � � L N � Exist exhaust fan, with min. 100 cfm, servicing 1/2 � 4' - 4 1/2" 5' - 6 1/ " � 3' - 9" 2' - 8" 3' - 11" 20' - 0 1/4" I c of o � .X bath #107, and laundry room #112 � � � •- I w — — — H� � � - 6�� I Q 3 w w l �,---�\ -- --,\ S� �J � SC 2 1 _ }��/ Nook ��,,---,_y�� — � — � � � Bench) I GFI � Y 11a � 7� � / � � co ° 24"x24" access pan Ito I - 3' - 0" I X / office N Sun tube - _centralized room ex oust fan, I � ,� I w , / 111 � � � � - w/ min 100 cfm servicing bath I ih Expanded dec I w 6 A801 8 � / � � -o � IN �/3 � � #109, &master bath #119 95 I I .X Interior elev s � �� I � � Batt✓ � terminate thru roof a ove 3' - 2 5/16" +/- 6' - " +/- exi mg - - _ _ _- - - - - - g - der islar� _ _ - � � ,� � 'os Bedroom 2 see: I _ � � � \� �� - z z V � � � � " 112 � 110 110 g / I � - eck to rem in � N� � � ,� iv A801 ' Win- 2' - 3 1 /2" � � �' � ��. -� \ � I I � S A202 I � 96 � `� o I � ] � - N , � � Equal \ 5' - 0" . �' Equals � 2' - 3 1 � � I I - � 10 � I `a _' i � � l \ \ / , � � � � � \ Closet 1 \ L and � � 2 - 7 4 - 11 3 - 0 16 - 0 3/4 1\ w I / � � _ ,' Y I Outlet set below � / I ��---�\\ 113 � � I � ��z � U — _ 5 - _ _ _ _ -- _ \ � 1ao II � II counter, typical � - „(� � � O I � �\ \ I / I � � \ � `'' roo---- � � M o � � '- � � - � � I I \ i Exist � � / I � \ / � -� 3 � Align extension of �� "� // X � \ kitchen \ = aCO2 � �/ wall with exiting wall � � I II / � � \ � � / 115 I � 1 i � I I I I II � � � 13 �� I � � I - � I sty 11 � � 12 I I� I I y / � � \ / I 116 I 3'-101/2" \5'S 1/ "/ N I a I � I � � �� L I � � � ,3�� _ � oilet 2 � I � I I J \ � � � � � I � � 11 A801 � N / � N I � za � I + I � I 1 � - � - � � I � � � � � �/ � I 20 vo\I in I � \ j \I �� _ � /� �/ I � I � � Bedroo 1 \ \ � � � l 1 loset � I � I I a�'i \ 3 A801 � 1 as O I / ,' �� I � I � � 117 --- � � \ 118 �\ \y 1 I \ I / ____ i I � / I \ I I / �� / N 3 -7 3 -8 6'-101/2 I � a� 6 -10 5 -71/4" 2'-0" 1�8 0 / � � i � II DS � 11 �� o \ \ � � - �� _ / aster Bath 14 � � o \ --�� i I--- --- II - 1�_ —� — - --- - - 25 34 � / �1� ----_1 � I -\--5,-�„----5,-1„ - �\ ---- y� — — — — — — — — W I - I �I \ Exist Exist N Existing steps/railing from deck to remain O � � /� -------- i 93 �' Dre2sinp w � � New 36" high wood railing "' � to match existing � / \ � � - - I o / I 121 I M I Edge of existing roof overhang I I I I I I I 1 � � \ j / � r `o 0 12: I i I N / � I _� I LL � I / T I " � I I I \ i II II Type A Type B � Door T es o'�cto 3/s" 10' - 1 1/4' 1 MainlFloor New Construction o 1/4" — - 1'-0" � — — I S 3' - 10 1/2" 11' - 11" _ I _ _Exhaust vent powerd by 100 cfm \ �\ centerlized fan in ceiling over Bedrm 2, \ � - - - -rm #110, see note for fan in rm #105 - �\ `� partition to provide for pocket door � #118 overun �� ,� Master Bedroom ` 120 I � Remove siding from exisitng wall add new layer of 1/2" GWB, perserve I existing shear plywd 1 Existing exhaust fans) to I \ Existin Bath � / I I - - - - -1- �� 1g remain active 45 I I � Existing tub and show T I 0 remain I iv I , o■ �� _�� I � CV j _ / 4'-101/2" 3'-1" 3'-1" 4'-9" � � w �_ � �� w 96 i o I © i M I � i `r' - - - - - -I - - °� - I Exist Exist 40 43 40 I I I 14' - 0" Existi g exterior portion of O 16' = 3 3/4" O I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J to rema n unchanged New addition 18' - 3 1 /4" 15' - 9 1 /2" 23' - 11 3/4" Approximate location of existing elec meter, to be relocated to east wall Approximate location of existing elec panel to remain E New location of elec meter, and sub panel (V N F Relocated hose bib Relocated gas mE 9 A202 16 8 20 A202 M � � M G v v H �� o � N •' Z O � Q Z 0 .� �i T �J � w U . � Q �• o � o o w m o � N � Z ^, (� � ono Q � � W U o a w �' w � � �; w W W � O = � � � � � W .� - a ^, W � U w U -� U � � � � Q 0 � a � ^` W L � �� o Q o � o i X� 0 � m � � 0o w � M M Q � M 0 0 m � Q 0 �� '> O N �' tr � U N O E � E 0 �� C �� _ � J 0_ 0 Z� `� SHEET TITLE Main Floor New Construction, Door and L... Window Schedule, Door Types � SCALE: CHECKED BY: DATE: PROJ. No: 04/24/23 12659-00 SHEET No: Align new gable end roof to align with overhang of existing hip roof Bathroom/laundry exhaust vent Range hood exhaust vent Lower GWB soffit over bathtub Skylight with flared end, see: Reflected Ceiling Plan Align new roof with existing garage roof Bathrooms exhaust vent, see: Provide cricket with continuous metal from face of existing garage wall, with flashing at edges joining new roof with existing roofing, and at valley, typical Edge of existing roof Net flat area of new roof 410 sf 4 � 2 1 ICI Cn ' III South edge of existing conc ' slab at garage to remain � unchanged I i Existing conc stem wall to remain unchanged New foundation, see struct I I Cross hatch denotes extent of Class I vapor barrier, (6 mil visqueen) throughout new crawlspace, joints to be lapped (6") min and continuously tapped. Extend up foundation wall 12" and mechanically fasten to concrete walls I 30" x 24" high crawlspace access, see struct � Existing foundation stem wall to remain _� G. � - _ '. H.. (4) thru conc wall foundation vents with min .69 sf clear vent area per vent ' n Crawl Space Visqueen Plan — — — 16' - 3" area of new work _� B � N •� � � 00 ._ ��--+ . _ � Q �, U o ,� W � w �. . _ � �� W L �_ W � p i 0o w �� o� 0 � 0 � N � O �; a' 1 � I � � �� o E ' � i w SHEET TITLE Crawl Space Plan, Existing &Proposed Roof Plans, Reflected Ceiling Plan L... ^� I..L � SCALE: CHECKED BY: 1/8" = 1'-0" Checker DATE: PROJ. No: 04/24/23 12659-00 SHEET No: 77'-10" — — — — — — — — — — — — — — — — — — — — — — — Building Height Note: — — No new roof element, or any portion of the new construction is being raised above the existing maxumum residence building height. The n existing building was build in complicance with J H G F E D the 25' maximum building height. I I I � Relocated elec meter, and Ndata sub panels) 96 45 96 45 � 20 96 g5 II � � � � 39 38 relocated `� Exist Exist Exis ,� �� CV II 52'-10" A � -Ne dow p t(s) — � — � � � � � � � -� I I � � �� III III III III III I I I I III _ III Relocated gas meter III III III III III III -Relocate existing downspout away from relocated elec meter base III III III III III III III III III III III III III III III III III III III III III 1-77'-10"- — — — � — — — — — — — — — — — — — — C 2D B 1D 4 5 A201 A201 I I 10 9 8 7 6 5 4 I I I I I I I I I I I I I _ �� o 101 � -� N � X fC p— E — — — — — — — — — — — — — — — — 2' - 0 5/16" � � � i � 0 Existing down spout to rem in � \ 13 13 / � i� ExistExis Exist Exist ` 25 34 Existing steps) to remain � ` � � � � � New railing to match � existing �_0�� +-/- 4 Section at Ba W�ndow New uncovered portion of 1 /4" = 1'-0" deck �� Floor Level 54'-9 1 /2" 52'-10" Section a� E 1/4" = 1'�0" Infill portion of wall where brick chinmey was removed Existing garage to remain unchanged 2 East Elevati n vv v �� Up er PL — — — 78'-6 1 /4" Height of existing garage ridge 12"x12" attic louver with min clear op �ning of 38 si South EI vation 1 /4" = 1' 0" I I I North Elevation I Alcove extension Plate Line 63'-8 1 /2" �t�put��►, - O C � o � u f� c f� - u7 E N � � c o � N •' Z � � Q Z 0 ._ }+ � w U � Q �` O � O O w m O � N � z n, � � 000 Q O � W U o a W �' W to w � � � � � o = E � w � it W .� Q a n ' W � � � U W U '� U � � � � Q 0 � a L ^, VJ � � � = � o O a o � o i X� 0 � o � � m� ° 0o w a O �� 'j O N y=' � � .� U N 0 c 0 U .� N 0_ z SHEET TITLE North, South, and East Elevations, Sections thru Entry Canopy L... Level � _Floor 54'-9 1 /2" � � SCALE: CHECKED BY: DATE: PROJ. No: 04/24/23 12659-00 SHEET No: Existing pre manufactured roof trusses 4" (3) notches, with bird bug screen yields 3.92 sq in gross or 2.3 sq in net Maintain min 2" clear vent path from blkg over roof insulation Cont 2x solid blkg between trusses with (3) notchs for roof venting 1' - 10 1/2" verify with truss spacing �1 Bird Block Vent Detail 3" = 1'-0" 2x6 sty batt in: WRB Siding elevati Exterior Corner Framing Insulation 3" = 1'-0" 16 Section at Tub Skylight 2x6 framed at access opening est a ge of existing opening to remain 4' - 6" +/� verify with mrg � �\ � `" � Pre fab spring retractable Werner attic stair \` \ % Existing edge of east attic system AE2510 series aluminum with 5/8" type X � / opening to be modified gwb attic access lid, set between trusses. Verify � / � ladder height accomidate to garage ceiling height \� / ., Hers ypical �2 Section at Attic Access looking North n Exterior Door Head 3" = 1'-0" 77'-10" — — .� fight well � �, � � N � X tub only �r tub area lows beyond R21 Batt insulation See bldg elevations for exterior siding material R10 rigid insulation at all door & window headers, typical Match existing window &door trim, typical n Section looking North at TUB Alcove Cement roofing tiles to match existing 2 house, over 30# felt stapled to APA rated 238 batt insulation OSB sheathing see struct. Insulated 4" dia exhaust ducting for laundry =tare end wall of skylights) to the west and toilet rooms See struct for alignment of existing roof ?x4 soffit framing over tub area, framing support and new roof framing fie back to roof framing interface Maintain min 2" vent path over Min 2" vent baffles at each truss bay tub area, for roof venting for vent for roof venting for vent penetrations at penetrations at blocking see: 1 - blocking see: 1 A202 � � � A202 \ � v Plate Line _ 63'-8 1 /2" � � Verify roof slope to match and align with existing garage roof slope I o See struct for roof truss align face of soffit to the wall � configuration �n south side of tub - °' R21 Batt insulation in new 2x6 @ 16" OC wall i' window head ht at tub only � .X construction I U (C -empered glass windows) E � Note: All new finish floors to align with existing finished floors Tub R30 batt insulation at floor, typical R30 Batt insulation at floor, typical ;, � New stem wall and foundation per structural Floor Level i 54'-9 1 /2" See struct for new floor system interface with ° _ a Class I vapor barrier, (6 mil visqueen) throughout new existing floor framing t - crawlspace, joints to be lapped (6") min and continuously I -�' , tapped. Extend up foundation wall 12" and mechanically a fasten to concrete - 4" dia tight line roof drain, extend to 4" dia tight line roof drain tie into - _ infiltration trench, see: existing roof drainage system - .. _a a�° -.I�� o —III I I III III III I I j III III 4"dia perforated footing drain, with river rock surround, wrap with filter 4" dia perforated footing drain, with 4' - 0 3/4" New fabric on sides and top only river rock surround, wrap with filter Addition fabric on sides and top only �� Wall Secction �ttput��►. - O C � o u7 � u f� c r� - u7 F N � � c o � N •' Z O o �hJ Q z o .� I �� T �J � w Q �� Q ti- o � � W � � O O w m o � N � z n, � � ono Q � � W U o a w �' w uj w � � W W � � � O = � � � � � W . rn� v / - � � a � n , W � � ~ U W U -� U � Q 0 � a - � ^, L � �� _ � � � Q o FI W �I �� x � o � � � � m � � 0o w a N cv A 1 D B 2D C D E F G H J ,, m 9 16 A202 A202 I O I I I I I �> .o 12 � "-' � � .� U 12 12 p I I I I I � i � � � � Exist Exist Exist Exist Exist �� ,' � � ,' Exist Exist Exist Exist ,' Exist � � � � � 93 � � � � � � � Z 3 � � 3 � �� SHEET TITLE West Elevation, Wall Sections at Master L... Bath, Roof Vent detail, Attic Access Detail, Exterior Insulation Corner Detail, Door Header Insulation Detail 52'-10" SCALE: CHECKED BY: Existing downspout As indicated Checker � DATE: PROJ. No: � � � J— � � 04/24/23 12659-00 SHEET No: n West Elevation � � c 0 �� 0 � � 0 00 00 Freezer Refrigerator 00 � �� DblOven i ' o o o e e o e o ao T e Kitchen East Elevation 1'-0" Kitchen South Elevation � 3 Kitchen West Elevation 1' - 0". elow counter b pelves East Elev Kitchen Island n South Elev Kitchen Island n East Elev Kitchen Island Laundry East Elevation n Laundry South Elevation n Bath Room #105 0 M n North Elev Kitchen Island Master Bath Interior Elevation Rm #119 A801 1 2 7 6 A801 8 9 N cv 0 Z SHEET TITLE Interior Elevations L... ^� I..L � SCALE: As indicated DATE: 04/24/23 SHEET No: O O Lf") ao ti ti u7 N 0 0 0 N 0 ao rn >a> VJ O w - � o o o x � 0 m � O o a CHECKED BY: Checker PROJ. No: 12659-00 A801 19 Kitchen Enlar ed Floor Construction FND: 4" X 4' CONC. MON WITH LEAD +BRASS TACK, 0.3' I N CASE. �� .,.,. FND: C LEAD � -1.2' I (9/22) � P��O LINE P LINE BE L1 N L2 N L3 N L4 N CURVE C1 C2 OL FREDRI CK PL FREDERICK=__--�--�- _ � - I _ - � - TBM-A � 47.5 I Wo I� EDGE OF ASPHALT I I 45.0 ' X 47.6 CITY OF EDMONDS 46.0 � � #9002220371 ��r � X F i 25.00' - � � N g5°31 35' X51.6 X 44.5 X 49.0 I / X51.2 I X / � 46.1 � 52.6 X I I I 53.2 53.3 51.2 / X X 48.0 X 52.5 EAVE z I FINISH FLOOR GARAGE ' I = 54.8 FINISH FLOOR � ® lJ �' 51.3X� 51.4 � X o N 51.3 X I I Y I � 0 19.8' I 53.4 � EAVE X54.0 X 53.1 RIDGE HEIGHT = 75.5 53.0 II N 88°42'58" W 125.63' .2 _ 36.6' 53.1 5 I X53.2 I 53.2 0 N I� N N w `r N • � • �• .• �� MERIDIAN ASSUMED DATU M NAVD 88 CONTOUR INTERVAL = 2' EQUIPMENT &PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. BENCHMARKS ORIGINAL BM: WSDOT MONUMENT ID: 6815, DESIGNATION: EDM-01. 3" BRASS DISC STAMPED "WSDOT MONUMENT 2005 JEFF RESET" ELEV. = 12.75 TBM - A: CHISELED 'X' ON NORTH EAST CORNER CB RIM. ELEV. = 47.19 GENERAL NOTES 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 3. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. 4. THE BOUNDARY FOR THIS SURVEY WAS COMPUTED USING THE PLAT OF TALBOT PARK, AS RECORDED IN VOLUME 12 OF PLATS, PAGE 107 AND RECORD OF SURVEY AS RECORDED UNDER RECORDING N0. 201312315006, ALL IN RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 5. THE PURPOSE OF THIS TOPOGRAPHY SURVEY IS TO AID IN THE DESIGN FOR THIS SITE. 6. THE CONTOURS SHOWN ARE FROM DIRECT FIELD OBSERVATIONS TO A VERTICAL AND HORIZONTAL POSITIONAL ACCURACY OF ONE-HALF OF THE STATED CONTOUR INTERVAL. 7. THIS DRAWING IS CREATED FOR USE OF TYEE SURVEYORS ORIGINAL CLIENT ONLY. USE BY ANY PARTY, OTHER THAN TYEE SURVEYORS CLIENT REQUIRES THE APPROVAL OF TYEE SURVEYORS. LEGAL DESCRIPTION PER STATUTORY WARRANTY DEED, RECORDING N0. 202203080194, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. LOT 62, TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE NORTHERLY 5 FEET AS CONVEYED TO THE CITY OF EDMONDS UNDER RECORDING N0. 9002220371. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL NUMBER: 00594400006200 NE1 /4, SW1 /4, SEC. 7, T. 27 N., R. 4 E., W.M. ;F WAs;y� * � SNOHOMISH COUNTY, WASHINGTON �* � ��*. r Z: TOPOGRAPHIC SURVEY TYEE Tyee Surveyors ,' for SURVEYORS PROFESSIONAL LAND SURVEYORS 29276 17544 MIDVALE AVE N, STE 107, SHORELINE WA. 98133 206.525.3660 ��**�� STER * `� **...«*** S� �a� Ln"� LE A H SHERRY DRAWN BY: DATE: JOB NO.: RG 9-14-22 22110 CHKD BY: SCALE: SHEET: 8500 FREDRICK PLACE EDMONDS, WASHINGTON 98026 TG 1 " = 20' 1 of 1 Design Criteria 1. All materials, workmanship, design and construction shall conform to the drawings, specifications and the following documents: • International Building Code (IBC), 2018 Edition • American Society of Civil Engineers Minimum Design Loads (ASCE 7-16) • American Concrete Institute Building Code Requirements for Structural Concrete (ACI 318-14) • National Design Specification for Wood Construction (ANSI / AWC NDS-2018) 2. IBC Risk Category II 3. Design Loads: Snow 25 psf unreducible, no drifting, I = 1.0 Floor Live Residential 40 psf reducible 4. Wind Criteria: Basic Wind Speed 98 mph ASD Wind Speed 76 mph Exposure C KZt 1.0 Ke 1.0 Internal Pressure Coefficient 0.18 5. Seismic Criteria: Importance Factor 1.0 Site Class D (Default) Ss 1.308 S� 0.463 Sys 1.046 Seismic Design Category D Analysis Procedure: Equivalent Lateral Force Procedure Seismic Force -resisting System: Light -frame Wood Walls Sheathed with Wood Structural Panels R=6.5;�2o=3;Ca=4 Cs 0.161 Design Base Shear 0.161 x W General Requirements 1. The drawings shall be used together with the specifications and architectural drawings. Contractor shall verify all dimensions and conditions for compatibility between all the drawings and specifications which are a part of the contract documents. Notify architect and engineer of any discrepancies prior to continuance of the work. 2. These drawings were produced with Revit by Autodesk and taken from a 3D model. Modeling requires a level of accuracy which may be higher than that inherent in the directives given in these drawings. Where the graphic depictions of members, connections, spacings and other graphic representations differ from specific callouts, directives and dimensions, the callouts, directives and dimensions shall govern. 3. Contractor shall verify all existing conditions. If existing conditions differ from those indicated, the architect and engineer shall be notified prior to continuance of the work. 4. Contractor shall be responsible for design and construction of all temporary shoring and bracing of the work until all final connections have been completed in accordance with the contract documents. 5. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences and procedures required to perform the work. 6. Contractor -initiated changes to the work shall be submitted in writing to the architect and engineer. Written approval shall be obtained before proceeding with the changes. Changes to the shop drawings alone do not constitute a change to the contract documents. 7. The drawings indicate general and typical details of construction. Use similar details, subject to review by the designer, where conditions are not specifically indicated but are of similar character to details indicated. Submittals 1. Submittals are required for the following structural work: • None Quality Assurance 1. Special inspections will be performed by an owner -appointed inspection agency. The contractor shall coordinate and schedule the required special inspections. 2. The inspection agency and individual inspectors require approval by the building jurisdiction. 3. Special inspections are required to be performed in accordance with Chapter 17 of the IBC for the following work: Concrete Placing reinforcing: Periodic Placing anchor bolts and holdown bolts: Periodic Placing concrete: Continuous Drilling and installing expansion bolts: Periodic Drilling and installing epoxy rods and dowels: Periodic Wood Shear wall nailing, fastenings, hardware and holdowns: Periodic Floor &roof diaphragm nailing and straps: Periodic Geotechnical 1. Footings shall bear on firm, native, undisturbed soil or compacted structural fill extending to the undisturbed native soil at least 18" below lowest adjacent finished grade. 2. The owner -appointed geotechnical engineer shall approve all footing excavations. 3. Footing depths indicated are intended as minimum and assume competent material occurs at the elevations indicated. The final footing elevations shall be established by the contractor in the field. 4. Backfill behind all retaining walls shall be free -draining, granular, compacted fill and provide for subsurface drainage as noted in the civil drawings and specifications. 5. Soil Report Reference: None Assumed allowable soil bearing pressure 1500 psf Passive pressure 200 pcf Frictional coefficient 0.35 Lateral earth pressures 35 pcf active (level upper grade) Anchorage 1. Expansion bolts into concrete shall be as follows: Manufacturer Product ICC-ES Report Simpson Strong -tie Strong bolt ESR-1771 Hilti Kwik Bolt TZ ESR-1917 2. Epoxy -grouted anchors into concrete shall be as follows: Manufacturer Product ICC-ES Report Simpson Strong -tie Set XP Epoxy ESR-2508 Hilti HIT -RE 500 V3 ESR-3814 Concrete 1. Concrete shall be proportioned, mixed, placed, finished and cured in accordance with IBC Section 1905 and ACI 318. Concrete mix criteria shall meet the following criteria: 28-day Max Min cementitious Structural work strength slump material Foundations 3,000 psi 5" 5-sack Walls 3,000 psi 5" 5-sack The minimum cementitious mix may be changed if a concrete performance mix is submitted to the structural engineering and building official for approval two weeks prior to placing the concrete. The performance mix design shall include the quantities of the mix constituents, in accordance with ACI 318 section 26.4, along with substantiating strength data in accordance with ACI 318 section 26.12. The use of a performance mix requires batch plant inspection, the cost of which shall be paid by the contractor, unless the proposed mix has been granted continuous approval by the governing building jurisdiction. Review of the mix design by the engineer indicates only that the information presented conforms generally with the contract documents. The contractor maintains full responsibility for mix performance. 2. All horizontal concrete surfaces exposed to weather and freeze /thaw shall have a minimum compressive strength at 28-days of 4,500 psi and shall be air -entrained, with air content conforming to ACI 318 Table 19.3.3.1 for Exposure Class F2. Vertical foundation walls below grade, which are exposed to dirt and weather, shall have a minimum compressive strength of 3,500 psi and shall be air -entrained, with air content conforming to ACI Table 19.3.3.1 for Exposure Class F1 minimum. 3. Reinforcing steel shall conform to ASTM A615, Grade 60, Fy = 60 ksi. 4. Reinforcing steel shall be detailed in accordance with ACI 315-99 and ACI 318-14. Lap all continuous#4 and #5 reinforcing with 24" laps, unless otherwise noted. Furnish corner bars at all footing and wall intersections with 24" laps in each direction. 5. No bars partially embedded in hardened concrete shall be field -bent unless indicated or approved by the engineer. 6. Concrete protection (cover) for reinforcing steel shall be as follows, unless otherwise noted: Concrete cast against earth, unformed 3" Concrete exposed to earth or weather, #5 and smaller 1 '/2" Walls interior face 1" 7. See architectural drawings for positions of all openings, reveals, chamfers, color, textures and other features in concrete walls not indicated in these structural drawings. See mechanical drawings for size and location of plumbing and mechanical sleeves through concrete work. All penetrations in structure shall be as shown on the structural drawings, or as approved by the engineer. Wood 1. Framing lumber shall be kiln -dried or MC-19, graded and marked in conformance with WCLIB Standard Grading Rules for West Coast Lumber No. 17. Furnish to the following minimum standards: • Joists (2x, 3x, 4x) Doug -fir No. 2: Fb = 900 psi; F„ = 180 psi • Beams (6x) Doug -fir No. 1: Fb = 1,350 psi; F� = 170 psi • Posts (4x) Hem -fir No. 1; F� = 1,350 psi; E = 1,500 ksi • Posts (6x) Doug -fir No. 1: F� = 1,000 psi; E = 1,600 ksi • Studs, plates, ledgers &misc light framing Doug -fir Stud Grade: Fb = 700 psi; F�l = 625 psi; E = 1,400 ksi 2. All wood plates in direction contact with concrete or masonry shall be pressure -treated with a preservative that conforms to AWPA U1 for above ground use as well as the M4 field treatment standard. Shear wall nailing into pressure treated sill plates shall be with hot -dipped galvanized nails. See Wood notes 11 and 14 for additional fastener requirements in treated lumber. 3. All pressure -treated wood members indicated shall be pressure -treated with Chromated Copper Arsenate (CCA), Dot Sodium borate (SBX), Copper Azole (CA or CBA-A), or Alkaline Copper Quat (ACQ-C or ACQ-D) preservatives. Ammoniacal Copper Zinc Arsenate (ACZA) shall not be used. SBX preservative shall only be used for pressure treated members not exposed to weather for a prolonged duration. 4. Glued -laminated members shall be fabricated in conformance with ASTM and AITC standards in a plant certified or approved by the building official. Each member shall bear an AITC identification mark. 5. Laminating combinations shall be as follows: • Simple span beams Doug -fir Combination 24F-V4: Fa = 2,400 psi; F„ = 265 psi; E = 1,800 ksi • Continuous or cantilever beams Doug -fir Combination 24F-V8: Fb = 2,400 psi; F„ = 265 psi; E = 1,800 ksi 6. Engineered lumber shall bear a stamp noting the name and plan number of the manufacturer, the grade and the NER or ICC-ES report number and the quality control agency. All members shall be manufactured with an approved adhesive. 7. Member properties shall be as follows: Beams • Laminated strand lumber (LSL) Depth < 9 '/2": Fb = 1,700 psi; F„ = 425 psi; E = 1,300 ksi Depth >= 9'/2": Fb = 2,325 psi; F„ = 310 psi; E = 1,550 ksi • Laminated veneer lumber (LVL) All depths: Fb = 2,600 psi; F„ = 285 psi; E = 2,000 ksi • Parallel strand lumber (PSL) All depths: Fb = 2,900 psi; F„ = 290 psi; E = 2,200 ksi Rim board • Laminated strand lumber (LSL) All depths: Fb = 1,700 psi; F„ = 425 psi; E = 1,300 ksi 8. Design indicated is based on engineered lumber as manufactured by Trus-Joist in accordance with ICC-ES Legacy Report No. ESR-1387. Alternate engineered lumber may be used subject to review and approval by the architect and structural engineer. A current NER or ICC-ES report shall be submitted, along with cone -for -one listing of each proposed member substitution along with differences in engineering properties for each member. The contractor shall be responsible for all engineering costs related to the review and approval and/or redesign by the Engineer of Record to accommodate the proposed substitution. 9. Roof, floor and wall sheathing shall be APA-rated, Exterior or Exposure 1 plywood, or APA-rated Exterior or Exposure 1 Oriented Strand Board (OSB) in conformance with IBC Section 2303.1.4. Sheathing shall be manufactured under the provision of voluntary product standard PS1-95, or PS2-92, or APA PRP-108, Performance Standards and Policies for Structural Use Panels. 10. Floor sheathing shall be glued immediately prior to placing and nailing with adhesive conforming to APA Specification AFG-01. Adhesive bead shall be 3/8". 11. Timber connectors indicated shall be Strong -tie, as manufactured by Simpson Company. All connectors against pressure -treated wood that contains preservatives other than Chromated Copper Arsenate (CCA- C) or Dot Sodium Borate (SBX) shall be manufactured from Simpson ZMAX-coated steel (G185 per ASTM A653) or 316E stainless steel. All nails and screws in treated lumber of any compounds except SBX shall be hot -dipped galvanized. 12. Alternate connectors may be used subject to review and approval by the architect and engineer. Alternate hardware connectors may be used subject to review and approval by the architect and structural engineer. A current NER or ICC-ES report shall be submitted, along with cone -for -one listing of each proposed connector substitution along with differences in manufacturer recommended capacities. The contractor shall be responsible for all engineering costs related to the review and approval and/or redesign by the Engineer of Record to accommodate the proposed substitution. 13. All wood -framed construction shall conform to the minimum standards of the International Building Code (IBC), including bridging and blocking for joist member. Minimum nailing shall conform to IBC Table 2304.10.1 or current ICC-ES Report NER-272. See sheet S600 for additional wall and shear wall framing requirements. 14. All bolts, nuts and lag screws bearing on wood shall use washers. Washers shall be hot -dipped galvanized where positioned against pressure -treated lumber. Structural Drawing Abbreviations & and jt joint L angle @ at k king [stud] # pound or number m middle ab anchor bolt matl material approx approximate max maximum arch architectural mech mechanical mfr manufacturer b bottom min minimum bldg building misc miscellaneous blk block mtl metal blkg blocking bm beam (n) new BN boundary nailing NIC not in contract BOC bottom of concrete no number BOS bottom of slab nom nominal bot bottom ns near side cip cast in place nts not to scale cl centerline oc on center clr clear od outside diameter cmu concrete masonry unit of outside face col column oh opposite hand conc concrete opng opening conn connection opp opposite constrconstruction cont continuous pdf power -driven fasteners ctr center pl plate dbl double rad radius dept department ref reference det detail reinf reinforced /reinforcing dia diameter dim dimension sched schedule do down sht sheet dwg drawing sim similar sq square ea each std standard elev elevator stl steel EN edge nailing struct structural eq equal sym symmetrical existg existing (e) existing t top t&g tongue and groove fdn foundation thk thickness fin finish TO top of FN field nailing TOC top of concrete FOC face of concrete TOF top of footing FOS face of stud TOS top of slab fs far side TOW top of wall ft foot or feet typ typical ftg footing uon unless otherwise noted ga gauge galy galvanized vert vertical gb grade beam VIF verify in field gr grade wd wood hgr hanger w/o without hgt height wp workpoint horiz horizontal wgt weight id inside diamenter if inside face int interior Sheet List S100 General Structural Notes S101 Axonometric Views S102 Axonometric Views S200 Foundation Plan S201 1st Floor Framing Plan S202 Roof Framing Plan S600 Typical Wall Framing and Typical Shear Wall Framing S601 Exterior Wall Elevations S602 Exterior Wall Elevations S603 Section Through Living Room -Looking North S604 Section and Details at Bedroom 2 S605 Section and Details at Master Bedroom S606 Section Through Bedrooms -Looking West S607 Entry Foyer and Living Room North Wall Details S608 Details o 0 � Z 0 � ,II 00 ~ � � III I� a . �� N � Z w •� ! � 1 � o M H C� 1 - - � � N O ,. Z O 00 Z � _ }� ■� � � - � M M � w v o o .>.i�w � � Q � w m �o '..� _,....' c � � - Q ^, W � � � � � � � � U � �' W W � � w = c� � o Q -- U � � ^, W � � � w �'�/ L.L � � a� � _ � Q .0 � o ° i � � �� o CV �, o Q Q� _ � � � � � o z � O p N � a O U 0 Ll7 _ 00 Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 �,. s 1,\.AL ��' 23-0524 c 0 .� �� c �a n �L U a� Q �� , �� o 0_ U 0 z SHEET TITLE General Structural Notes SCALE: DRAWN BY: 12" = 1'-0" JGS DATE: 23-0330 PROJ. No: 22-056 SHEET No: 0 m �' v �' 0 D �' (/� 2 N � N ,"a N 0 w y y C� rn o p � o � w m y � •` z � m z 0 c O �v �C� G W o m Revisions o � No. Description �� m Permit Submittal � Comment Responses m �'. �� 0 00 0 By Date �° �- � �• JGS 23-0330 ✓ o — o r"r JGS 23- 0523 � rn fD �- �' � � � 1 is J A Oo o � O _� � o a C W N .y ry I'r'I tn.h� W ry V O � � `� o � D j o � � �\ ,� �� r 0 0 n 0 m v O r-F _� c�' r 0 0 �' n 0 c� �� : �� wl _� ,`; i Sherr Residence Addition y 8500 Frederick Place, Edmonds, WA 98026 � � -� � .� _- architects ps -� __ y— • �. � i � - +. �. 1207 North 200th Street, Suite 105, Shoreline, WA 98133 425.778.5400 COPYRIGHT: A.D. SHAPIRO ARCHITECTS PS, ALL RIGHTS RESERVED MAY NOT BE REPRODUCE IN ANY FORM WITHOUT WRITTEN PERMISSION X O O CD C) m v a 0 cn 2 N � N ,"a N v w D cn C� m o p o� y � � •` w m m z 0 z c � O �v �� D N z o m Revisions o � No. Description �� m Permit Submittal � Comment Responses m >«- �� 0 00 0 By Date �° �- � �• JGS 23-0330 ✓ o — o JGS 23- 0523 � `� a' -fD o- � � � ram, o a o= � c" J. A Oo o � Q _� � o a C W N .y ry m tn.� w � o � � � `� o � Sherr Residence Addition y 8500 Frederick Place, Edmonds, WA 98026 � �" architects ps - _ _ _ �— - .. �.. � i � - . �. :� 1207 North 200th Street, Suite 105, Shoreline, WA 98133 425.778.5400 COPYRIGHT: A.D. SHAPIRO ARCHITECTS PS, ALL RIGHTS RESERVED MAY NOT BE REPRODUCE IN ANY FORM WITHOUT WRITTEN PERMISSION 10 9 8 7 6 5 4 3 2 1 18 �1�+� U u7 O O O sso7 O O O Sso1 O O O O �' � w L.L I LL I L.L I LL I L.L I L.L I L.L I L.L I LL I L.L I FI1. � Z 10 _ i w .. �j�►1 - - - - - - - - - - - - I - - - - - - - - - - I - - - - I - I- - - - - N - - - - - - - - I- - I - - FOS - - � ► o I I I I I I 5 1 /2" I I I M' � FOS � � - - � R � - - - - I- - - � - - - - - r - - - - - - - - - - � - - - - � - I- - - - - - - I- - - - � - I- - - - - - - V /1 � i o � � t V ..�. w } z I I I a Qa,d ..a. {, I I I I I O � Z w 20 8" ■ � � � i M o I I I S607 I I I I I I }+ � � p •.i� � w I I I I I I I _ � > � Q m I I I I I I � V! N Z - ., � �� Q a� � L I I I I I I I I � O � � U � �' I I I I I I I I 30" wide by 24" high � � I I crawlspace access I I I I I I � w � hole. Sim to 5/S606. � � o Q I I I I I I I I ■� � � d I I I I I I I I W n � � L.� }' U I I I I I I I � � Q 6x6 treated 6x6 treated 6x6 tre�ted 6x6 treated � • U � � a I I I I I I I � ^ � O � � W �� cV Q - - - - I- - -�- - - - - - -�- - -$- - �- -�-�- - -�- I- - - - - - - - I- - - - - - - I- - - -col_ _ _ p � � _ 20 � L.L � ti I I S603 I I I I I I O � O I I I I I I I I O � I I I I I I I I W - - - - - - - - - - - - - - - - I - - - - I - I- - - I - - - - I- - - - - 206 - I- - - - Fos I I I I I I I I - - - - - - - - - - - - - - - - - - - - - ' - - - - ' - ' - - - - - - - - - - - - � - - - - - -Fos F sso2 20 I C � � I � 4x4 treated post on pier block with I I I I I I positive connection, typ 4 I I I I I I I I I I I I I I I I I I I I 20 S604 I I I I I I I I I I I I I 3 S604 S607 I I I I I I I I I I I I I I I i I I I I I I I Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 �,. s 1,\.AL C.�� mow; °� 23-0524 N y-+ O M iv M N p o i M ri N N � W U) U C� I I I I I I I I 20 S601 �� I I I I I I I c -�- - I- - - - - I - I- - - - I - - - - I- - - - - - - - - - FOS - - G o 5 \--'� � O I I 5 I I I 18" x 18" hole for Issos � Q air duct. Verify � �, sso8 I_ I I_ required size. I I FOS p _ - - - - - - - - - - - - - - - - - - - - - - See 5/S606. - - - - — — - H � �- o �� I I I I I I � I �� '' ,J_ 1'-6" x 1'-6" x 8" footing � � I I I I I I '+'' I w/ (2) #4 ea way bottom, a � (3) places 0 I I I I I I I Z 0 I SHEET TITLE I I I I I 30" wide by 24" high � I Foundation Plan crawlspace access hole. See 5/S606. I I I I I I I 20 I I I I I I I I S605 I I I I I I � I —Use corner bars with � 2' laps each way at I I I I I I I stemwall and footing corners, t all SCALE: (3) #4 x 2' epoxy -set I Yp 1i4" = 1'-0'� I I I I I dowels at new to existing EQ CV EQI corners. � �� DATE: stemwalls, typ 4 places. —0 23-0330 PROJ. No: I I I I I _� I 22-056 — — — — — — — � — — — — — r — — — — — — — — — — � — — — — � — — — � — — — a . � �N � -, - � _ � — — FO� — — SHEET No: I I I I I I I I I I DRAWN BY: JGS Foundation Plan 10 3 S602 S606 S2O0 Floor Framing Notes: 1. All dimensions shown must be confirmed with architectural drawings and existing conditions. 2. Floor sheathing shall be 23/32" APA-Rated sheathing, Exposure 1, tongue and groove. Nail sheathing panels as follows: Floor boundary(BN)................................ 0.148" x 2 1/2" at 4" Panel edges(EN).................................. 0.148" x 2 1/2" at 6" Other supports, field nailing (FN)............... 0.148" x 2 1/2" at 10" Blocking, interior rim joists &struts ............ 0.148" x 2 1/2" at 6" See shear wall schedule 10/S600 for sheathing nailing required at shear walls. Nails shall be driven flush with the face of sheathing. 3. Joist hangers shall be 'IUS', uon. 4. Structural wall studs at this level shall be as follows, uon: Exterior walls..................................2 x 6 at 16" o.c. Interior walls...................................2 x 6 at 16" o.c. Shear walls.......................................see 10/S600 See detail 20/S600 for typical wall framing requirements and detail 10/S600 for typical shear wall requirements. 5. Wall top plate splices below and supporting this framing level shall be (12) 0.148" x 3", unless otherwise noted on this plan. See 20/S600. w 5 4.4 4 10 9' - 11 1 /2" I I I II - - - N - - -I�- --�- - - e 14' - 1 5/8" ch M I I (V � � � I I ' I - - I- - - � - - r � - I I I Existing wall dimensions I I II I I I I � I �, I � I II II i I I � I I I � I I I N I I I I I I 20 ' S6 3 M I I I �g� i ~ I I �40J � I xist Exist Exist II � II Ch I I - _ _ - - -I I N Nook S602 20 I I .X 11a _. I I w I II II - II I I �� a� X 3 \ i S607 / � � I 5'-0". 11 "- 4" 3 4" 11 " 9'-2" � 5 �i 15' - 10" I S601 � - 1/8° O �N i � 2 - 4" _' � I 6 6 I x6 I� I 10 -- - - I - - - - - �- - - -- -�- - ,� i 2'x2'x10" � y I �� 1 �� _' _' thickened slab I,�, ,� � 3 2 � � - - - 23 - 10 1 /2" � OI OI OI OI I � xis I I I N, � � FOS A - -�- - - - - - I = - � 13'-7"I O 6'-11 1/4" O I 613'-61/2° I I FOS N �xls Ing ron oor- - - - - - 1 /2" 3 11 5/' � �� 3/f 2" � �� - '34 - 0 3/4 � I I � 23 - 11 3/4 I 10'-91/4" (2) Kings nd � 20 '� '� (1) Trimmer � I I I sso7 1 7/8" TJ 1210 @ �' � New wood stud walls built on top of existing �- TJ� I masonry wall(s). Existing upper masonry I 9„ - walls to be demolished down to top of existing y 1 " solider course, (typical for front bay window). - - - - - - - � - - - - - - I- - 2x6 su ort studs with pp _ 4' 10 9/16" (1 King stud either side (2) 2x6 support studs with 2' - 1 1/2" 2) tud un r I I (1) King stud either side I 2 _ I ea a ve I I 3' - " ' 7' � 1 / " 13' �" I I I Garage I 33' - 6 1 /4" 1 os Dining Room I I � I I Living I Room I I I - (2) 1 3/4 x 11 78 LSL (1) row of 1 3/4 x 11 7/8 (2) 1 3/4 x 11 78 LSL I I squash blocks LSL blocking below wall squash blocks I I (3) 2x6 I I (3) 2x6 33' - 5 3/4" support with support with 6x I x (2) 6" kings I I (2) 6" kings 6 0() I a- I I 2'-� o -4 2'-6" , I I � � I I 1 /2" 14' - 11 1 /2" ice, (3) risers with 11"treads for ;�, �i I ....--tr------,.. � Hal 103 I I I (3) 1 3/4 x 11 7/8 blocks below new post _, I I I � I - - - - - o - - N I I I C 3' - 10 1 /2" 5' � f 3' - 9' I f Hallway I � I I 106 I M � - � Benchl - I� I I u l er I S I I - - i I I = -- IN -- - - -- I � I I 25 34 I � I �' � I I I � 5 II M I I S608 - II - - - -�- - - -- -- - - - - - - - - I I I I I I I I I I (y I I I � I I I I I I I I I I I I I - - - I- - - - - - - - � - - - - - - - - - - - 1st Floor Framina Plan I �, 9' - 11 1/2" � �� I Close Laundry 1� '113 i112 I 11 � x (E �' - 10 1 /2" 5' - 2 1 /2" I I N /; revised garage access door I i" JFCo2 ' - � Existing gas furnace to remain and I `� upgrade as necessary to supply new heated addition 20 I -�- - - - �'�os� - N �' 2' - s" 3' - (2) King studs and (1) Trimmer both 41 6 ' � sides of header for relocated door U I I I I I I 24"x24" access pan Ito dryer boo. � fan, exhaust fan thru soffit LIj in �_ \� ) Bath � I I/ 109 I 110 I / = 1 I 2' - 7 1 /2"I 4' - 10 1 /2" 3' - 0" I I � III 1 TJ12�_ -; I � 5, - 0„ - , Bed1000m 2 � _ 16"oc M °C Align extension _ I � ^1 I � co I� 3 1 / x / LS I Q I - I 1 S6 — I I � I I 4 p t to ate in on uc ural all. Se 1 / 04 nd / 608 Bedroom 1 ' I I r on ctl ns. 117 I I I N � 3'-7" 3'-8" � � 6'-10" o �_ � � � � Master Bath 9 1/2" I I � I I J U 119 N � � 2 91 L I I ti I � - 155E � � � 4 �.p t to ate in on uc ural I I I Q N I a. e 0 n I I I I 5 for on cti ns. - 606 1 TJ 12' - 10 1 /2" .. � I R" nr _ _ _ _ _ I I Exist � N I EgrPc` X Dressing - I-Blkg @ 24" oc � I CV I 121 I � I 1 Existing plywood to remain at this wall. This is a o0 I � � I shear wall._ X 9 1/2" I I. 1 Remove siamg rr�m 0 I � N � I N � � Toilet ' 123 O I � I � - � istinq Bath I1122 I Exist, cub and shower to remain j I i I � I I � � I I w l l _' I I � I I I Exist Exist I 15' - 10" 10 I I cant Existing exterior portion of house to remain unchanged Lc ti M FOS N M -- - COL - -- �18 II FOS FOS 20 S604 I + ,�� N I N � � Zh - - - � M J 12�10 � I �$ " OC � I c� �_� S601 I �9 � N I I M --- I �� M N E .�� G � N � � c� , FOS -- - n w CV 20 cfl S605 �� I-Blk 24" oc � I I FOS I I 3 - I 3' - 11" I S606 16' - 2" 00 �� u7 � 00 � ti � �, f� a � Z - .. 1p►� 1 I o M H 1 - - � C� N..,. w � Z O � z V J w • — v' c� }� i � o .� � � o � a w Q w � m � � o z � � Q � � � � o °� � � U � `� w w � � w = c� it � � oa -- Uo_ � � Q■ � w � � �--� 2 � U � � � L Q � .c.� � o �, i � o �� CV o W � Q W � � � � � O � Z p a O N O � U �/O _ �i J Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 � �' s 1,\.AL ��' ��; `4 23-0524 y�+ O Ch iv M N po N N m�� c 0 .� O _� U � � � �° '� a� � � i� � •� E i 1= a U 0 z SHEET TITLE 1st Floor Framing Plan SCALE: DRAWN BY: /- -\ As indicated JGS DATE: 23-0330 PROJ. No: 22-056 SHEET No: Roof Framing Notes: 1. Roof sheathing shall be 19/32" APA-Rated Sheathing, Exposure 1. Nail sheathing panels as follows: Roof boundary(BN)...................................... 0.131" x 2 1/2" at 4" Panel edges(EN)......................................... 0.131" x 2 1/2" at 4" Other supports, field nailing (FN)..................... 0.131" x 2 1/2" at 12" Blocking, interior rim joists and struts ............... 0.131" x 2 1/2" at 6" See shearwall schedule 10/S600 for sheathing nailing required at shearwalls. Nails shall be driven flush with the face of sheathing. 2. Wall top plate splices below and supporting this framing level shall be (12) 0.148" x 3", unless otherwise noted on this plan. See 20/S600. Plate line elevations indicated in sections intend to match existing plate elevations. 10 9 8 7 6 5 4 3 2 1 0 0 1s ,: - � cn cn cn sso7 cn cn cn cn cn cn cn � °° � O O O O O O ssol O O O O �� ti a LL I LL I LL I IL I LL I LL I LL I LL I LL I LL I 10 -- � � � .. � — — — — — — — — — — — — I — — — — — — r�� _ _ — _ -- _ _ =T= � — — — I — I — — — — I — I — — — -- — — — — I — — I — — F — — — A � I I I I� �I___ _ _ II _ �____�_� I I II � I � I I ''' _ z------ I I n II � Inl FOS � 1 _ � I � � - - - - -I �x8 @ 24 II - III-000x8 @ 24- I - - I - - - — — — — �-- — — — — — I — — _ - - - - - B � = I-------_- 10 - _—--_�--�---�� N O z--===__ - r -- o i i II -I—==== i X S60 I I I � O � Q I I I /2 \ (xOI-I- _ _ _ ==1 --�_�_ I I II I I II ■O Z I I I S607 ' I I I I II I I III I I I I I I I }+ `�1 � O � � � �� ♦ � III III II II I I I � � I I I III / I I - - - - - - -�- - - - - — - -- - - - �♦I r-__-=II=�=-I/�II ' II -- III _ II = - - - - - - - - - - - - - - - - FOS - A � � o —� II (V' Q U) a� Z I I — — — — ♦� ��- - = I -� J�/ i;— — it I l� 4x8 Ibl � I I I � � a n � _ _ _ _ � II II II II II � � I I �_�`_=�F=-=��_� I� I� II II I� � � ♦ ♦♦ II I// / �I �I I II II II I I I L > ♦♦ ♦ II / /♦ II II it II �I � O � W I II U � I I ♦F —; F� —13 I I I I I I I 1 1 I I I I I I � � ♦ I II II II II II � � � ♦ I II II I II ♦ I II II II II II W � O I I I♦ / I II II I II II II I I I � II II I II I II II I � ^ � Q I I � u I I I � � I �1 fl � I I I . � � � � I I ii � � i I �� "+ y I I I I I ;; ;; I �� ;; I I I III '� � �■ cn I I II II I II II II I I I I L O II II I II � .0 � � I I II II II II II � � d II II I II III II I I I � W � � � II II I-- II II II W N Q 5 1/2 x 15 GLB - - 5 1/2 x 15 �LB '�- - '� 5 11f2 x 1�rIGLB '� � � � � - - - - I- - -�- - - - - 1=_=___�-�==1��=-�____=-- _=___=�=�= �-�--��--�--�� ------ - - - - I- - - - - - - I- - � _ �coL _ _ p � � = o -- �I---�,---�,---�,---�,-------- 20 II I II II I I � � } I I I II II III III II I I S603 II II ii u u ii � O � � o II II H H II I O I I II II II III III II I I I � � III II II II II II II II II II II W III II II II II II I II I n II III III II I I I I � " " " II II " (2) 2x6 header over n n II II n I u u III III u relocated door 20 I I II FOS , - - - - - - - I � — — — _� — - - - - - - - - - - - - - � - ��- � � - � iil - - - - - - - - - ssos - - - I -I - - - - - E I I I I I I I III I II I „I Kings and Trimmers per S201 I nl — — — — — — — — — — I — — — — — — — — — I — — — — I — I— — — — — — — — — — — I — —�—'— � — — — — — I FOS — — II' C � - ________-====_= --- F II �; 1=�____— �--- S602 20 I I I I I I I-------�__�___�;____�;_ ______ ______= SmithCom an I I m I I I I I I +; I; I, J I structural engineea I I �_= i---}i===='i= ______ _=====O I 19011 Wood Sno Roatl NE, Ste 100 I I I � ' ' ' ' ' �; �; �; � I Woodinville, WA 98072 I I -_-_�===f=-_-_-_1-_ ______ _____�� phone 1206) 407-6456 I I I I I II I I G. �I II II N S I I I I I I �==1�===fl====11= ______ ______� .,` I I I 20 I II II S604 , � I I I I I I �==1�===};====I;= ______ _______ u � F � � �� I I I I I I I I I I I _s N.AL ��` I it �__�___�====I1= ______ _____�_ - 23-0524 I �ul ��.Yi � � I II I I I I I I � I I ==�I-==-II = ____-----_= II \\ li- -li � o I I I I I I I I y; `� II �i � � O o �I II�==il= _-____ _____�� — I II I I I I I +I II �\ II � NN III � _ ____ ___ I III I II � I � III � u n _ _ s� III m cn cn I III I I I I I I I I I I I \ N ,III 20 S601 �� Contact engin�er for � .� � � ,I, connection of �Idge II �_ _ _ _ _ _ _ _ __� III I I I I I rafter to beam I'� _ 5 1 /2 x 10 1 /2 G_L_B �7g I I ' I; � �� I I ��-�-�- --�-�-�_'��] � — _ _ - - - - I - I- - 'HGU 26' Hgr at e d y� �' I,- _ - _ - \ - - _ =� - - - - - - - V �� c of (E) t Asses spanning � I �I II I �`�, 3 /2 x 10 1/2 GLB a� o III I fro I grid F to grid H I' �I IF = _ � _ _ _ I = _� \ _= I, 'HU Q410-SDS' Hgr � ew beam sullpporting roof I — — — — — {F I � I �, trusses. Veri y beam size — '' -- �I� I� - �;�- ' FOS °' � Q - - - I-arl-d- ctesrgrrwith en-g-rnee� - - - L - - - - - - - - - - — — — — — — - I - - - - - - - - - - _ - h� - - - - - H o durin demolition. III ssos I' +' ssos I I III I I II 63/4x12GLB II � �, III I I 20 I Taper cut end of GLB to fit `� I I I I III I I I I 2 ssos '� under sheathing with a„ a U I I S606 � � minimum depth of 8 3/4 at I I I I � I I III I I'� the inside face of wall. Z I II SHEET TITLE I I I I I I I I'' Roof Framing Plan I I ; I, 2x8 @ 24" roof 2x8 @ 2�4" roof I I I I I I I I ;, rafter rafter , ,, I 20 I S605 I I I I I I I , I I,� I I 1 " x 4" vent openings �I ere indicated. I I ' sition to accomo i<e roofing tiles ' I siml r to vents over fisting garage. I I I I — I I� I � n� SCALE: DRAWN BY: III As indicated JGS I I I I I I III I II DATE: I I I 23-0330 PROJ. No: I I I I I � I I I f 22-056 _ _ I - - - - -�- - - - - � - - - - - - - - - -�- - - - - � — _ — —�� — — _-------------------_ i-.--- -III F - - - - - - - J SHEET No: I I I I I I I I I I Low Roof Plate Line i10 S602 Shear Wall Schedule -Doug-Fir (1) (2) Nailing (3) Lumber Shear Transfer Mark Sheathing Capacity Min Stud & Rim or Blkg 'A' 'B' 'C' 'D' (8) I(6) Edge Field Blkg @Panel PL PL'ps Thickness Below Sill PL to Blkg to Sill PL to Shear Wall Edges (4) (5) Shearwall Conc.(10) Top PL Rim/Joist/Blkg Intersections (7) P1-6 15/32" APA Rated sheathing, one side 0.148 x 2 1/2 @ 6" 0.148 x 2 1/2 @ 12" 2x 2x (2) 2x 1 1/2" 5/8" @ 36" A35 @ 24" or LTP4 @ 24 (1) Row ,� 0.148 x 3 1 /4 @ 4 0 148x3 1/4 @ 8" 310 PLF P1-4 15/32" APA Rated sheathing, one side 0.148 x 2 1/2 @ 4" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 1 1/2" 5/8" @ 32" A35 @ 16" or LTP4 @ 16 (2) Rows �� 0.148 x 3 1 /4 @ 4 0 148x3 1/4 @ 8" 460 PLF P1-3 15/32" APA Rated sheathing, one side 0.148 x 2 1 /2 @ 3" 0.148 x 2 1/2 @ 2" 0.148 x 2 1 /2 @ 12" 0.148 x 2 1/2 @ 12" 3x 2x 2x (2) 2x (2) 2x 1 1 /2" 1 1/2" 5/8" @ 24,E 5/8" @ 20,E A35 @ 12" or LTP4 @ 12 (2) Rows �� 0.148 x 3 1 /4 @ 4 0.148x3 1 /4 @ 8" 600 PLF P1-2 15/32" APA Rated sheathing, one side 3x A35 @ 10" or LTP4 @ 10 (2) Rows �� 0.148 x 3 1 /4 @ 4 (2) 0 148x3 1/4 @ 8" 770 PLF P2-4 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 4" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 16" A35 @ 8" or LTP4@8 (3) Rows 0.148x31/4@4 (2) 0 148x3 1/4 @ 8" 920 PLF P2-3 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 3" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 12" A35 @ 12" & LTP4@12 (3) Rows 0.148x31/4@4 (2) 0 148x3 1/4 @ 8" 1200 PLF P2-2 15/32" APA Rated sheathing, two sides 0.148 x 2 1/2 @ 2" 0.148 x 2 1/2 @ 12" 3x 2x (2) 2x 3 1/2" 5/8" @ 8„ A35 @ 10" & LTP4@10 (4) Rows 0.148x31/4@4 (2) 0 148x3 1/4 @ 8" 1540 PLF Shear Wall Framing Notes: 1. In addition to the typical wall framing requirements of 20/S601, provide framing at shear walls as indicated. Install sheathing on side of wall that Px-x mark is shown. 2. See general structural notes for Doug -Fir lumber grade required for studs and plate material. See schedule for sheathing and nailing required. Stagger panel joints each side of wall where sheathing is required both sides of wall. 3. Drive all nails flush w/ face of plywood. Tolerance is +1/16" to -0". Stagger nailing where necessary to prevent splitting of lumber. 4. All framing members receiving edge nailing from abutting panels shall not be less than sizes indicated. 5. Block all panel edges. 6. Plates on concrete shall be treated. See general structural notes. Sill plates to wood may be 2x material. 7. Connect sheathing &studs at shear wall intersections as indicated in wall intersection details. 8. Capacity based on seismic load. 9. See structural plans and elevations for locations of vertical and horizontal straps at wall openings. Typical Wood Shearwall Frami Typical Wall Framing Notes: 1. Provide typical wall framing indicated, except where noted otherwise. 2. See architectural drawings for fireblocking and backing for finishes and furnishings. 3. Use double sill plates at all window openings over 5-feet-wide, and at all openings where CMSTC type straps are required. Header End Nailing Nominal Depth End Attachment 4 (4) 0.148 x 3 1/4 6 (6) 0.148 x 3 1 /4 8 (8) 0.148 x 3 1 /4 10 (10)0.148x31/4 12 (12)0.148x31/4 14 (14)0.148x31/4 16 (16)0.148x31/4 18 (18)0.148x31/4 EN Shear VVQII sheathing Rough Window Sill Number Of End Rou1Zh g Sills Required Attachment Ref. Opening 0 To 6' 1 (2) 0.148 x 3 1 /4 20/S600 End Nail (2) 0.148 x 3 1 /4 > 6' 2 End nail, + A35 ea 20/S600 end at ea sill C JI IGar transfer '� Shea transfer'C =N Plan View: Typical shear wall intersections c c� (2) rows of 0.148 x 3 1/4 � a @ 24" oc staggered. a a� 0 Section Through �__�_- LIV �71 1GC11 �l ansfer 'D' 0.131 x 3" at 12" oc into joist, rim joist, or blocking near i ransier H eia Embedded 7" Joint at CL of stud, VJG I�, QIVQIIILGU IIQIIJ at treated plates Stud size and spacing per plan Joist, rim joist or blocking. See 10/S600 for size at shear walls Use 1 1/4" LSL Rim at non -shear wall UON. Edge nailing or Fill solid boundary nailing, typ. w/ studs or blocks, typ Note 5. ----------- � -� Sheathing panels �� ,per shear wall � --�j/� schedule rime warner ii4x.�x�s shear wall anchor bolts, typ. 0 0 III! 00 ti - ., ��!'.I Lri N � 1 M� Q . �: �_ � � }� � � � M M � > �*ri� � � > Q a� m � � .� � O o U � �' w � � '- U � � m ^, � �? �'W/ I..L � � �' L .0 � � � o ^^,, W � �� N n�' W ^�, � � � � L o z o O � N � O L� _ 00 J Q U w U Q a Q 0 Q a O U Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone (206) 407-6456 t:-; . � , s 1,\.AL ��' 23-0524 Floor sheathing ° i � 4' - 0" Splice UON i ' �� , ++ O ch see framing i � i _ i i o 0 0 plan for nailing N N (2) 2x Wall plates, UON Toenail rim joist to wall plates w/ 0.131 x 3" at 6" oc typ UON ca m N p (2) Rows of (6) 0.131 x 3" nails ea side of upper joint at splice typ UON Header size per plan Window Rough window sill see schedule Trimmers see plan (3) 0.131 x 3" End nails. Typ each stud Header end nailing see schedule 0.131 x 3" nails @ 12" oc Typ @all kings and trimmers Ki studs s plan A35 Where required see schedule � (3) 0.131 x 3" End nails. Typ each stud ,131 x 3" at 12" oc Plate nailing away from splice, typ �� Header size _ per plan Door � Number of trimmer and king studs per plan 5/8" Dia AB at 48" oc and 9" from ends of plate. Embed 7" or slab thickness minus 1" 2x Treated plate, UON Top of concrete Add studs for equal or greater width where multiple studs or post above, typ. 0.131 x 3" at z° 12" oc. Typ at multi le studs SHEET TITLE p I I Typical Wall Framing and Typical Shear Wall Framing SCALE: DRAWN BY: DATE: 23-0330 PROJ. No: 22-056 SHEET No: typical Wood Wall Frami S600 10 hIUI �i i 20 S605 i i — - (2) 2x6 � u ' � D =-- 2 -6 strap per � note 3 typ. + + + � � � N N P1-4 N sii _.�,-�-, i - 'ST D10RJ' 'STHD10RJ' - -- � - d� i - _ _ I N �\ G (2) x6 -i N Q2) 2x6 20 S604 P 1-4 I � F 1 � o 2 M H 1 _ - N � ..,. O Z O ap z � w •� M � }� � � o ■� � � o � a w Q w � m � � o � Q � � � Q� p � W _in� V � W 1/2" � � � w = c� it � � oa -- U � � � � � � w � �� U � � L Q � .0 � � � �� o �� CV o W � Q W � � � � � O � Z p a ell n � O 1 /2�1 O �' ting �@ ace 1/2" 1. PX-X denotes shear wall type. See 10/S601 for requirements. Smith Company structural engineers 2. (X)k + (X)t denotes number of kings +trimmers respectively at headers. 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 3. Horizontal straps shall be CS20 lengths as indicated. Install over sheathing to phone 1206) 407-6456 blocking in wall framing. Center straps horizontally at end of headers. Where straps occur at window sill, furnish two rough sills and locate strap at lower sill to �, �, avoid window flange. ��' 4. Edge nail sheathing to all studs which are fastened to vertical holdown's. 5. Install vertical holdown's over sheathing at double king studs. �: _s �`; 1,\.AL �' 23-0524 6. See 8/S608 for typical connection of existing wall to new wall. F E D C B A M N yr 00 C7 C� i i i i i i i i i i i i c O .� � _ _ _ �_ - � _ _ _ _ _ _ _ _ _ _ � _ _ _ _ Low Roof Plate�Lin� � o L I I � I I I � � (2) 2x6 �� n � � � � .� � TYp a U `� 8 i i i i i 0 s os z y (E) Garage Door � , (E) Garage Door � (E) Garage Door � � sHEET TITLE � � � Exterior Wall Elevations i i i i i 'STHD10RJ' � � � � � _ - - - - - _ - - - - - - - - _ - - - � - - - _ _ - finish Floor Le el 1 � � � 54' - 0 1 /2" ® � � - , e i _� i i SCALE: DRAWN BY: i i i As indicated JGS Top of Exi ting DATE: i i i i i FOOtlr�g @ 23-0330 _ Crawls aCe PROJ. No: - - - - - - - - - - - - - - - - - - - - - � - - - - - - � 50'�1/2° 22-056 � � � � � � � � � � � SHEET No: East S601 20 �l�I 111 � . o O i� z o 10 9 8 7 6 5 4 3 S606 2 1 �� t 1' f � � I� w a I I I I I I I I I I I I I I I I I I I -I N .. ��l�n � ' � � F O M� H I I � I I I I I 2 0 I r r1 1 �J g � I I I I I I I 06 I I � O Q O � Z - I I ■ � M �� O � � � w - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - - - � - - - - � - - - - - - - - Low Roof Plate Lines , � � Q � � m I — � I I I I 63 - 8 1 /2 I I I I (Z) 2x8 : i (3) 2x8 I I I I (Z) ZX6 I I � .� � � � 0 _ ^, o W O I I � I -� yp .� � \ � .� I I I I I I U � � � I _� + Y % _� s / : Y I + S 08 L C cn � � � C L � � � � � I ( Wind � I I ( Wind I � P1-4 Y � Y ' P1-4 ' � ^ ` w W rWV LL � N N � P1-4 c .-. Y � w .-. c / � Y N i �' \� N \ � � � J J I I \ I LLJ I I I I i I I Q I I I I I I - `- ��—' I � � � � U I I s I New window width I I I I 3 2'-6" S606 n strap per � �, I � to 3 typ. I ,III I ^^,, W � � � � �� w � S608 to match xisting. 'STHD10RJ' �STHD10RJ' � � U � o I - - - - - I - - I � - I - - - I I I I I Finish Floor Level 1 - - 54' - 9 1 /Z" >1 '� � L � � o Q I I � � � N ^^,, ^, � � Q Infill existin window g I I W � � Z � � � � � as shearwall o O N a O I I I I Top of Existing O Footing @ � Crawl ace - - - � - - - - - 50' - 5 1 /Z" � I I I I I I I I I I • I I I I I I I I Shear Wall Notes I I South 1. PX-X denotes shear wall type. See 10/S601 for requirements. n A B C � 20 E F 2. G H 3. (X)k + (X)t denotes number of kings +trimmers respectively at headers. Horizontal stra s shall be CS20 len the as indicated. Install over sheathin t `� p g g � blocking in wall framing. Center straps horizontally at end of headers. Where Smith Company S603 I I I I I I I I straps occur at window sill, furnish two rough sills and locate strap at lower sill to structural engineers avoid window flange. 19011 Wood Sno Road NE. Ste 100 I I I I I I I I I Woodinville, WA 98072 4. i Edge nail sheathing to all studs which are fastened to vertical holdown's. phone 1206) 407-6456 I I I I I I I i 5. Install vertical holdown's over sheathing at double king studs. I �, �, I I I I I I I I I I I I � 6. I See 8/S608 for typical connection of existing wall to new wall. I I �� I I 20 I I I I I I I �, s 1,\.AL �� Fad'�� 23-0524 I I S607 I I I I I I I � I I I I I I I (� � O ch � N o 0 I I I I I _� I � � I I I I � c'7 c%� N N � � Low Ro�f I I Plate Line _ - - - = ; I /� � I I I I I \� - �- I - � I � I (Z) 2x6 I I I I 0 �� c I ��' � o n I I I I I / \ 1- 3 Tail, typ �� P 1-4 ,_ I � I � 2 2x6 I 2 6 strap per O note 3 typ. � L U � I I (E) V1(ir�dow x. � I � � I + + (�) Window � (E Door � � I I - � (E) Window I o � Q �' // \\ I N N I I � // \ Z ^ � . -_ `,, + Z � I I � I E 7 � fn � � .... , N .... .a'-. I N .... � E N N /� N N � 1 a� o v o7 N er � N (E) Wind w Z I I I I I sso / n to 3 I I I SHEET TITLE �1�Finish Floor v Level I 1 I I I - - �� - I - - - � I - - - - Exterior Wall Elevations - - - 54' -�9 1�2" I ffI I I Top of Existing Footing @ - I I I Crawls �50' - 5 1 ace I I - - - - - - - - - - - - - - - scALE: As indicated JGS 2" - - DATE: I I I I I I I I 23-0330 PROJ. No: 22-056 SHEET No: n West O z 0 0 � � � �_ 00 � ,II � � IIE � a �-j z w 8 7 6 5 4 . '� �,,,� i � o �� 1 . � I I I I I � ^' � O `O •, Z O M Q I I I I I (� Z � - T w }+ V J � � ■� � j i � O I I I I I � �e•1 � w I I I I I � � Q m � �� I I I I I � � � OZ Q) � I I I I I v o �� w w � w = � � oa '- U � �� C� � �' `� � � w � �� U � � L Q � .0 � � � �� + o �� CV o W � Q W � � � � � O � Z p a O N O � U �/O _ /�i�J� W _ _Low Roof Plate Line � 63' - 8 1 /2�I _ _Finish Floor Level 1 � 54' - 9 1 /2" Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 �,. s 1,\.AL ��' ��ad'k 23-0524 N r-+ O �,.� ('7 N O O ('7 M N N m � � i� � � � C Q .� �� O Q L U N N � y � � o � a .� � '� a� �� -� �� 1= i E a U O Z SHEET TITLE Section Through Living Room -Looking North Top of Existing Footing @ SCALE: DRAWN BY: CraW�ace _ _ _ 50' - 5 1/2" 3/4" = 1'-0" JGS DATE: 23-0330 PROJ. No: 22-056 SHEET No: Section Thorugh Living Room -Looking North S603 3 Roof rafter Rgof sheathing (E) Roof Sheathing gN ' nails from ceiling joist to roof rafter i 2x Blkg , � Ceiling joist o ,' 0 0 ,� - _ �'' Low Roof Plate Line 2x4 Blk w/ 0.131 Ix 3 1/4" g nails @ 6" oc 0.148 x 3 1/4" Toe nails @ 4" oc (E) Shear wall Grid 3 Connection of Existing and New Roof to Wall 'RBC' @ 12" o Ceiling jois 6 RoofFramin„ Per endicular to �llall 1 1 /2 - 1 -0 1 Shear Transfer'C' Floor sheathing Shear transfer'B' ling 131 x 3 1/4" from ceiling :o roof rafter Cut rafter tail to match existing roof overhang framing depth �w R_oof Plate Line � 63' - 8 1 /2�1 wal I Shear wall �� E N - - Finish Floor Level 1 � BN 54' - 9 1/2�1 �1 1/4" LSL Rim Q 1 S605 Existing shear wall to remain 2x10 Ridge Rafte :� 2x8 @ 24" rafter 2x8 @ 24" ceiling joist 2 i 1 i 6 � � � S605 ' \ � � - - - -Low R_ oof Plate Line � 63' - 8 1/2�I Sill plate Shear transfer 'A'. � I -Joist See 10/S 00 sim 5 S605 ° S604 S606 � aq (2) #4 at top A, _ , a °aa a of stem wall °; = I � � ��: � ° `� III i °, d ' ., a ,y4 e ,- i i i i #4 horizontal @ 12" ° ;: ,� Q a: °. �a° p° a° #4 x J vertical @ 12", a alternate hooks a < ° ,Q 8" concrete stem wall (2) #4 horizontal � . a d_, � ° 4 a- bbb d a� �� ° 9 - - Top of Existing Footing @ Crawlspace � 50' - 5 1 /2�� - Finish Floor Level 1 � - � - - - 54' - 9 1 /2" V �� W 11 � �~ci Z ��ji N W �' � 1 0 M� H 1 - - � o � p � } Z � 00 z � W . � � U }� � . � � `�1 � o � �� .� W Q W � m � � o � a � � � � o °� �� U � `� W W � � W= it � � o¢ -- U Cn y � a � �� 4) � � W � �� : � U � � L Q � .0 � ° � a � � � o �� N o ^♦ � Q W � '� o � � � �a C� � � ° O � U O _ Lf') 00 Smith Company structural engineers 19011 Wood Sno Roatl NE, Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 �` G • .S t4 ��4 � NAL �� 23-0524 y�+ O c,� (� M N O o M M N N m�� c 0 .� o a U Q �� , � .� � a U � O Z � SHEET TITLE Section and Details at Master Bedroom � � � Top of Existing Footing @ ' Crawlspac2 � SCALE: - - - - - - - - - - - - - - - - - - - - - - - - � - - - - �- - - � - - - - 50' - 5 1 /2" v As indicated DATE: i i a a i, 23-0330 a � PROJ. No: ° 22-056 SHEET No: DRAWN BY: JGS Floor Framing Perpendicular to Concrete n Stem Wall Section Through Master Bedroom 1 " = 1'-0" - I S605 H G J 20 H �„� III I. o Z t o 0 i� j 1'II � S605 ��{ I Shear wall , Finish Floor Level 1 ao � ti w Z Shear Transfer 'C'—�. Floor sheathing - ---:° �: ----- �' � ----- � � ----- � '� ----- e° °e ----- :' : ----- �' ----- ---- 54'-9 1/2° � �� 11 I � 2x10 flat with (2) 4" SDWS I F 2x6 @ 2-foot with at each truss top chord EN � � o g�,I ulam aDnd (2) 4" I _ - 13N _ _ Finish Floor Level 1� -------------------------------------------------------------- SDWS to 2x10 flat I / _ I 54 9 1/2 � � � � N 1 1/4" LSL Rim � � � ��• } a 6 3/4 lulam � g I I Sawcut new crawlspace — � Sawcut new � �� O 00 Z Truss top chord Shear Transfer 'B' �, access hole. Do not ,` ��-� �"� b mechanical duct ,\;�, C° �- � o I Sill plate � � \ �I-Joist overcut corners. ',X,' � '�� access hole. Venfy ,i �, �� M . _ � � o a i'" N �'� size required. Do not overcut corners �� .a�i� � w � Concrete a � i"� Q w m a a wall '� ` a_.,a a a �� I �, li �' '� �_ �� ,_ .I �_ �� Top of Existing �_ �� o a � a, 2 6 2 6 1 6 1 0 Footing @ � c Q _ _ _ � _ _ _ _ � _ _ _ _ _ \\ _ L_ow Roof Plate Line 63' - 8 1/2" � � � � Shear Transfer 'A' - _ _ _ _ crawlspace I 50' - 5- 5 1/2" a� � � � � � � 'ST22' at each truss. �� Truss bottom chord U � � w n Beam Rotation Bracing Bend 2" up side of beam n Joists Parallel to Stem Wall � New crawlspace Access Holes I � � ` `' 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" U 3/4" = 1'-0" � �,J„ � � o Q -- U � � � � J H G F 4) � � - � � �Q I I I � .U_ � ° a � Q I I I I ^L W N o � n, � a �/ � � O � L ~o a O � N O n � 20 I 20 1, �I �I II �� _ S605 S604 �� i �� I I I V� � �� I I I �� I �I i �I I" � �I �I i �I �� II II II II II II ----------Tr------�-r------�-r------�-r-- ---�-r------�-r------�-r------�-r------,-,�, �------�------�------�------�-------�-------�------�------ II �I II II I� I� II II �------�------�-------�--- --� '� � �� II �I I� �I I� I I I i I I - � �" �� I I� �� I I� i i Smith Company I I � �r ,I ?� ,I � i T - - - - - II II II � i T - - - - - i T - - r - - - - - - - - - ,I � - i T - - - 7 y� i II II r � � I - - - - i T - - - - - II i i T - - - 7 structural engineers / -' -' ; i 19011 Wood Sno Road NE. Ste 100 I ' ;' Woodinville, WA 98072 Flat 4 under ne wall studs � �' II phone 1206) 407-6456 spanning betweeh adjacent � '� '� -_ -�- -�- - � _ _�_ trusses, typ a�ong slope between Grids G and H -� _ � - -�- -�_ _� I � 2 sso �I �I II I _ - _Low Roof Plate Line 1 /2" ,� �' `' � 63' - 8 I I I � mow; `4 23-0524 I I y�+ iv � Q M M N 0 I I 0 N N I I � � � U C� I I � � I I C O Sim to 16/S6041 .� ' � � n 9 1 /2" TJI 210 @ 9 1 /2" TJI 210 Floor I I Existing floor sheathing L U � _ �� 16" oc � Blocking � sheathing I �I � � �- - - - - - - - - Finish Floor Level 1 � - - - - � � s 54' - 9 1 /2" � I .� � a. �o a U x8 4x8 4x8 4x8 (E) I -Joist a z _ _ — 'PCZ' Cap, typ I I I SHEET TITLE 4x4 4x4 4x4 4x4 4x4— I (E) 8" concrete stem wall I Section Through Bedrooms -Looking west 'ML23Z', typ Top of Existing Building felt, typ I I Footing @ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Craw�ace � 1 /2" V I I I 50' - 5 I I I I SCALE: DRAWN BY: I I I I As indicated JGS DATE: I I I I 23-0330 PROJ. No: I I I I 22-056 SHEET No: Section Through SE Addition -Looking n West 'LU26' 2x6 treated @ 16" oc 4x6 treated 4x4 treated post on pier block Existing framing J�� ' '-� LIB_ 3 Deck Extension 1 " = 1'-0" _ F_inish_Floor Level 1� 54' - 9 1 /2" Top of Existing Footing @ _ _ _ Crawl�ace� 50'-51%2" A B C I I 20 I S607 I I I - - ----------- I I I I I I I I I I I I I I I �- I I I I I I I I I I I I I I I �- I I I I I I I I I I I I I I I �- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �' I I I I I I I I I I I I I I I � - I — I I I I I I I I I I I I I I - I �---- -- I I I I I I I I I I I I---------- r~ � I I I I I I I I I I I I I j I I I I I I I I I I I I I �- I I I I I 1 1 I I I I I I I I I I I I I I I I I I I �- I I I I I I I I I I I I I /- I 5 I I S607 I I I I I I � I I I I I - _ _ _ _ _ _ I I I I ,-' _ _ _ _ _Low _Roof Plate Line � �r 63' 8 1 /2" OO I O I 6x10 I I I I I I I I I I I � I X I I I I I 'PB 66' at front entry I columns. Typ (4) places 2'-0" x 2'-0" x 10" I Thicker �led slab w/ (2) 4" Slab -on -grade w/ #4 ea via bottom #4 @ 18" ea way. I I #4 @ 18" ea way I I #4 nosing � �v bar, typ ° _ , ��4-' _ a 4 - — a , a -� I - - _, - I rt _ � � I I I— � I � i � I I J — I � I I I I 18 Section Through Entry Foyer - Lo�ing East a d �+ ° I I I I (7) 0.131 x nails from 2 2x8 rafters 3/4" Dia bolt centered in 1 5 Front Porch Beam and Rafters Connections Ref 18/S607 Low_Roof Plate Line 63' - 8 1 /2" n O 0 z 0 ,II 00 ~ � � III I� a >�!1!I �-j N � z w .� � � I 1 � o M H 1 - - � NO � ..,. o z O 00 Z ._ }� ■� � � � � M � w � o O .>.i�w � Q � w m � � o � Q ^, W � � � �� U � �' W W � � w = c� � o Q -- � U � � � � � � � �� w �_ � � L U � Q .0 � ° i � � �� o o CV �, o Q W � � � � W � � O Z � O p N � a O U ' (O^' � [rjM/) W Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 �,. s 1,\.AL ��' ��ad'k 23-0524 y�+ O M � N O O c%� M N cal m � � U C� � � I I � 0 .� I .� � � n L I � � _ _ _Finish Floor Level 1 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Finis_h Floor �evel 1 � o � Q 54' - 9 1 /2" 54' � 9 1 /2" .� _ Q � ♦+ I _I � � �°, �d I I I I I I I I I . I I I I I I � O III I I III I '� 9 1 /2" TJ 1210 @ I a � 1611 oc � � - - � z° Top of Existing Footing @ _ _ Crawlspace � 50' - 5 1 /2" SHEET TITLE Entry Foyer and Living Room North Wall Details SCALE: DRAWN BY: As indicated JGS DATE: 23-0330 PROJ. No: 22-056 SHEET No: S607 3 Roof sheathing � G "��I �;ll I�1 � Notch sheathing 3 - 9 �� ►�I �? Taper cut top of around GLB Floor , � � � I� a GLB to match ' roof slope ' —Roof sheathing sheathing BN � Shear wall � _�I N ��'" � w Notch E roof � ( ) � Existing Shear transfer B ,� �, , sheathing ' � Taper cut top of GLB Sheathin g EN � 1 o = around GLB to match roof slope _ _ _ _ _ _� _ _ _ _ _ _ Finish Floor Level 1� � _ _ � B N 54 - 9 1 /2 (� o �-- _ - I � N � O �� U I ° ° ° I 2x2 with 0.131 x 3 1 /4" � Q Z � U E � I c n nails @ 6 oc � — w i = -U � � � � M � I �---------------------------------- �� 2x10Rim }� � M '— Q � o ° � � � Low Roof Plate Line _ _ _ Low Roof Plate Line � Inverted 'LUS' hanger � Q m 63 - 8 1 /2� 63 - 8 1 /2 �Glu-lam beam Glu-lam beam (E) I -Joist � New blocking or cut out existing � (� �; � ° } 2x8 outrigger sistered to existing rim for new framing. Provide � �� Shear wall I -Joist with (2) rows of 0.131 x 3" bearing for 2x8 outriggers. � O (E) Shear wall nails @ 10" oc. Clinch nails. , U � W (E) stem wall � � (E) sole plate n Tapered GLB Cut at Grid 3 n Tapered GLB Cut at Grid 1 n Section Through New Kitchen Bumpout � � ` 1 1 /2" = 1'-0" `' 1 1 /2" = 1'-0" `' 1 1 /2" = 1'-0" � �,J„ � � o Q C ! -- U � (E) Roof sheathing � � �' � � w (E) Truss �/ �; � LL � � L Q Vented blocking BN () � ° (E) Wall New Wall 2x framing sistered to end of (E) � �� L � � o � `� Truss with (6) 0.131 x 3 1/4 nails. � � Match existing truss tail depth. ° � � _ � 0.131 x 3 1 /4" ° � � z � nails @ 4" oc Roof sheathing LL L o a ° ° � O � N O BN — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Low R_ oof Plate Line 0 Vented blocking 63' - 8 1/2" � 00 Shear Wall (E) Shear wall EN Stud Shear wall Lumber Framing New or existing stud New to Existing Wall Connection n Roof Section at Old Chimney Smith Company structural engineers 19011 Wood Sno Road NE. Ste 100 Woodinville, WA 98072 phone 1206) 407-6456 H I G I �,. s 1,\.AL ��' 23-0524 I Roof sheathing i � � o0 �M N N m � � i� � I I � � � Stud and cleat � �, Roof rafter per 11 /S604 o I � � n Glu-lam Beam L U N o � �° .� Glu-lam beam � � �� i E Lumber Joist I 0 z a � ° SHEET TITLE ° �"' _ _ o i � _Low R_ oof Plate Line � Details 0 63' - 8 1 /2" I 2� _ 0�� CS20 strap on underside of � � 'HUCQ' Hanger per plan � the 3 1/2" GLB and bent 3" up the side of the 6 3/4" GLB ' � 4x4 'AC4' post cap I � SCALE: DRAWN BY: i i DATE: 23-0330 PROJ. No: 22-056 SHEET No: n GLB Connection FND: 4" X 4' CONC. MON WITH LEAD + BRASS TACK, 0.3' IN CASE. �� FND: C LEAD � -1.2' I (9/22) � P�80 LINE � LINE BE L1 N L2 N L3 N L4 N OL FREDRI CK PL FREpERICK___--�--�- _ � - I _ - � - TBM-A � 47.5 I o I EDGE OF ASPHALT CURVE RADIUS ARC LENGTH DELTA ANGLE 45.0 'X47.6 C1 156.04' 177.86' 65°18'30" � � C2 456.87 196.89 24°4130 -� CITY OF EDMOND 46.0 � � #9002220371 �� X F i 25.00' - � � N 85°31 35' X51.6 X 44.5 X 49.0 / I ® I / X51.2 I X /46.1 �" 52.6 X I I I 53.2 53.3 X53.2 51.2 36.6' X X 53.1 X 48.0 X 52.5 EAVE I Z � w IFINISH FLOOR GARAGE I¢ ' I = 54.8 FINISH FLOOR w �`' � � = 53.3 I �' 51.3X� v? � 53.5 51.4 o X RIDGE HEIGHT X53.2 N 51.3 � = 75.5 I x 'Y I I � w 0 19.8' � 53.2 53.4 � 53.0 L_ 53.1 EAVE I I X 53.1 53.5 53.1 X54.0 53.3X r-> N 88°42'58" W 125.63' 0 .P N I� N E N w N • • • �• .� �� MERIDIAN ASSUMED DATU M NAVD 88 CONTOUR INTERVAL = 2' EQUIPMENT &PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. BENCHMARKS ORIGINAL BM: WSDOT MONUMENT ID: 6815, DESIGNATION: EDM-01. 3" BRASS DISC STAMPED "WSDOT MONUMENT 2005 JEFF RESET" ELEV. = 12.75 TBM - A: CHISELED 'X' ON NORTH EAST CORNER CB RIM. ELEV. = 47.19 GENERAL NOTES 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 3. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. 4. THE BOUNDARY FOR THIS SURVEY WAS COMPUTED USING THE PLAT OF TALBOT PARK, AS RECORDED IN VOLUME 12 OF PLATS, PAGE 107 AND RECORD OF SURVEY AS RECORDED UNDER RECORDING N0. 201312315006, ALL IN RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 5. THE PURPOSE OF THIS TOPOGRAPHY SURVEY IS TO AID IN THE DESIGN FOR THIS SITE. 6. THE CONTOURS SHOWN ARE FROM DIRECT FIELD OBSERVATIONS TO A VERTICAL AND HORIZONTAL POSITIONAL ACCURACY OF ONE-HALF OF THE STATED CONTOUR INTERVAL. 7. THIS DRAWING IS CREATED FOR USE OF TYEE SURVEYORS ORIGINAL CLIENT ONLY. USE BY ANY PARTY, OTHER THAN NEE SURVEYORS CLIENT REQUIRES THE APPROVAL OF TYEE SURVEYORS. LEGAL DESCRIPTION PER STATUTORY WARRANTY DEED, RECORDING N0. 202203080194, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. LOT 62, TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE NORTHERLY 5 FEET AS CONVEYED TO THE CITY OF EDMONDS UNDER RECORDING N0. 9002220371. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL NUMBER: 00594400006200 NE1/4, SW1/4, SEC. 7, T. 27 N., R. 4 E., W.M. �F WAsy� * � SNOHOMISH COUNTY, WASHINGTON �* � ��: :� Z* TOPOGRAPHIC SURVEY TYEE Tyee Surveyors for SURVEYORS PROFESSIONAL LAND SURVEYORS *�o� 17544 MIDVALE AVE N, STE 107, SHORELINE WA. 98133 206.525.3660 29276 � *.� .��STE��S�`�� DRAWN BY: DATE: JOB NO.: 'NAL LAND LEAH SHERRY RG 9-14-22 22110 CHKD BY: SCALE: SHEET: 8500 FREDRICK PLACE EDMONDS, WASHINGTON 98026 TG 1 " = 20' 1 of 1