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REV3 APPROVED BLD2023-0553+Architectural_Plan+4.22.2024_11.16.45_AM+4210663APPROVED BY PLANNING Apr 24 2024 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. GENERAL NOTES 1. THE CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH THE FOLLOWING CODES AND ALL APPLICABLE STATE AND LOCAL AMENDMENTS: A. 2018 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL) B. 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL) C. 2018 EDITION OF THE WASHINGTON STATE ENERGY CODE D. 2018 EDITION OF THE INTERNATIONAL MECHANICAL CODE E. 2018 EDITION OF THE UNIFORM PLUMBING CODE F. 2018 EDITION OF THE INTERNATIONAL FIRE CODE 2. ALL THE WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED DRAWINGS. WHERE ADDITIONAL INFORMATION IS REQUIRED, NOTIFY AND CONSULT THE ARCHITECT. 3. ALL WORK SHALL BE PERFORMED TO THE HIGHEST LEVEL AND IN CONFORMANCE WITH APPLICABLE INDUSTRY STANDARDS. 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWINGS. 5. DRAWINGS SHALL NOT BE SCALED. DIMENSIONS SHALL GOVERN, DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS & NOTES SHALL GOVERN OVER ALL. IN CASE OF CONFLICT, THE MOST RESTRICTIVE SHALL GOVERN. CONTACT ARCHITECT PRIOR TO CONSTRUCTION FOR CLARIFICATION. 6. PLAN DIMENSIONS ARE TO FACE OF STUD/CL OF PARTY WALL UNLESS NOTED OTHERWISE. 7. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING BUT NOT LIMITED TO SAFETY AND PROTECTION OF PROPERTY DURING THE PERFORMANCE OF THE WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITY CONNECTIONS AND PAYMENT OF UTILITY CHARGES. 9. DO NOT COMMENCE WORK UNTIL CONDITIONS ARE ACCEPTABLE TO ALL CONCERNED PARTIES, INCLUDING GOVERNING AUTHORITIES. 10. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND PROTECT ALL EXISTING MECHANICAL, ELECTRICAL AND ALL OTHER UTILITIES AND CAP OR RELOCATE AS REQUIRED. 11. CONTRACTOR SHALL PROVIDE METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER, OR ATMOSPHERE, AND IN COMPLIANCE WITH ENVIRONMENTAL REGULATION OF LOCAL GOVERNING AUTHORITIES. 12. MECHANICAL/PLUMBING SYSTEMS PERMITS WILL BE OBTAINED BY THE CONTRACTOR DURING CONSTRUCTION. SYSTEMS WILL BE DESIGN/BUILD IN CONFORMANCE WITH ENERGY NOTES PROVIDED. 13. ELECTRICAL SYSTEMS PERMITS WILL BE OBTAINED BY THE CONTRACTOR DURING CONSTRUCTION. SYSTEMS WILL BE DESIGN/BUILD IN CONFORMANCE WITH ENERGY NOTES PROVIDED. 14 OCCUPANCY• R-3 SFR 15. CONSTRUCTION TYPE: VB No exterior expansion of building footprint. No expansion of existing deck. °w 15 s010 1907_ Wood Fence (�Y?" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION V o9�z� BUILDING OFFICIAL May 01 2024 APPROVED DATE ' This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L----------------------------' Ret wall .a I N81154 36"W 1.99 5-Gar garage _-/- � Area_ 94 ! 5. I F 155.5 Garage Peak Flee o G.F . = 155 50 r: Vista [)el Mar or. Power VaA ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE EXISTING HOUSE TO BE REMODELED. • NO SITE WORK PROPOSED. • NO INCREASE IN BUILDING FOOTPRINT PROPOSED. • NO INCREASE IN BUILDING ENVELOPE PROPOSE. • NO INCREASE IN HARD SURFACES PROPOSED. VICINITY MAP Amazing Grace Afh li 4f �. echo � w adze Beaeh Talbot Rd \Superior Fibers �a 174th St SW 9 V Frederick PI 1i n Saint Thomas ::E More Parish n 176th St SW ° 19 Greenway Landscape Design and Service, Inc ' hike path a s Cedar Park Project Site 55 Christian School ' , N v '_Southwest .'' ' �_ County Park 180th St SW r plympicVte`R�r o t S dc w � d Stamm N i Overlook Park ^' LEWELLEN Q ©4, Elroi Adult Family Home ASSOCIATES 182ndStSW y co Q 183rd'5'SIN o� n V a FL GP 184th St SW 184th St SW c a Severinghaus ko brick and stone 4 j Summit Towers Seaview Park PERRINVILLE Lynndale Off leash 5z 1 Dog Area P 186th St SW a Hutt Park n � `,% a 2 Fr o ca M > t 31 FQ 187th St SW = v_ v_ M �'`l : lti - `o a -�<, Lynnwood Fire 9New Life C ` 3 Diamond Plumbing Seaview '`_ ' iD-epartment Station 14rT and Heating - Elementary School �-" 188th St SW Ica 188thPISW ¢` Penn Ln Addicott Roofln Inc Q ;Lynndale Park = y g g 18`nhPisiv ~' Picnic Shelter 189thp7 c a Crystal Falls Adult m 190th St SW siv ro ro Family Home Sierra Park 190th St Sw Cherry St 19�h 'a 79 ElementarySchool Park Way Q m 7st St SW 191St St SW Starka Massage 40 00 192nd St SW Q.� Mobile &Studio W Sr00 192nd PI SW 792nd PI SW = 1�r r "a or a I CID <ro s '\93rd PI SW 193rd St SW Just Flowers n Edmonds Porp�9er�n Restauranttofino Bar p Olympic View Deli Adventist Church Q r� Shine A Blind America Royal India Fine Ph& 84 © S _ q v p Dining & Catering Puget Dr Puget)` 524 South County 524 v 196th St SW Starbl Grace Lutheran Church Fire Station 16 in Edmonds � � QFC 9 Sprouts Farmers Market Guard Rail 165 162 Property Line -- N07° 24' 06r'I~ 88.39'--- iba_ 'Wood Def. Above J � � to .,1 _ � o4rerhan9 I �1pek �r 1 / - - - - _m ``� " `~'-._._,. �� '�.�2 - � Gone• Path/' `•- _ _L - - - _ - - _ `\ O r 00 - --- ..� gnck Path P t�© etc 158 / L10t'.T Po`�F /\Con� 154 - - ullLlf�` Palo 0 LOT COVERAGE Ilj 45 28rrly `9 EXISTING LOT AREA 7423 S.F. j(`/�, � 00' EXISTING BUILDING FOOTPRINT 1297 S.F. �'' ``� EXISTING PAVING & WALKWAYS 1460 S.F. ~ . h EAR LOT COVERAGE 1297 / 7423 = 17% sty, `�,, HARD SURFACE COVERAGE (1297 + 1460) / 7423 = 37% ALL LOT COVERAGE IS EXISTING NO CHANGES PROPOSED 0/7p CITC DI A NI uquv POI t jV Gon�'rVeway � � 1 73 300 103GOO 5p,NOF"P, 0� K PIS' 25pN �hR.15TIAN A � N1F SITE DATA PARCEL# 27031300101000 PROJECT ADDRESS 9215 OLYMPIC VIEW DR PROJECT # - D` J�e`, 172nd Street SW Q�v F DRAWING LIST - PERMIT SET SHEET # DRAWING TITLE A0.0 COVER SHEET, SITE PLAN A1.0 ENERGY NOTES, AVE GRADE, REPLACEMENT VALUE 3 2.0 A2 02 DEMOLITION PLANS DEMOLITION DIAGRAMS A2.1 FLOOR PLANS A3.0 ELEVATIONS A4.0 SECTIONS AND DETAILS A4.1 TYP WINDOW INSTALLATION S1.1 STRUCTURAL NOTES S1.2 STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 UPPER FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 SCHEDULES S4.1 FOUNDATION DETAILS S5.1 WOOD FRAMING DETAILS S5.2 WOOD FRAMING DETAILS PROJECT TEAM OWNER MARTA GADDA & MARIO CARRANZA 9215 OLYMPIC VIEW DR EDMONDS, WA 98020 ARCHITECT Daniel Umbach Architect LLC 7711 16th Ave NW Seattle, WA 98117 Dan Umbach, Principal ph 206.427.3871 e-mail: umbachdwCcbhotmail.com daniel U li""'llill/m BAC H architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com 6882 REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON w z J p a �1 w s= j :o 0 E 0 w z M Q O N o z 00 Q 0-) Q v U o O z O 2 Q C) 0 Q � 0 w C) i Q U 0- Q � of O� Q L 0') LU U z LU Q w of Q N z o o of w U v Q 0 O C) In Q d� BLD2023-0553 REVISION Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z Q J d W W W W i 0 V OWNER MARTA GADDA & MARIO CARRANZA 9215 OLYMPIC VIEW DR Structural Engineering CG Engineering SHEET NUMBER EDMONDS, WA 98020 ZONING RS-12 250 4th Ave S, Suite 200 OVERLAY - Edmonds, WA 98020 ECA STEEP SLOPE (NO CHANGE IN FOOTPRINT) PARCEL AREA 7423 S.F. Dennis Titus, PE, SE PROPOSED USE SINGLE FAMILY AO.0 LEGAL DESRIP. SEE SURVEY ph 425.778.8500 e-mail: dennist@cgengineering.com , z LEVEL 2 FLOOR AREA 1/8" = V -0" 1 LEVEL 1 FLOOR AREA 1/8" = V -0" 157.78 Power Vault N7o24 14 E �- Ret wall R15PR 5CRB CA>3LP163.00 Pal CTlz1C N09° 31' 32T 53.69' / - 54'36,1W - 1.99- I - PANr' i De P AbOv'e e t��CTFIc - I WO(O Ln Peak �lev. .� - ;aarac�e easement 17C�.51 f' 5W© Mo 5A. cand�t ans I G.8 - - - 4 56V recorded m prey c1 g # - N 2703 tiara 50' t-: Dac ^ 4 't - CMU 5 5c00,�, _ 7 , 15 LQc 0� 5 oererhan� F F = 150 i 61ock a _ I I Wall r e 00 157.90 j Z 155.80 r,Ok Path Pa � 158 Ccnc. COnO, 5 a 3 AVERAGE GRADE DIAGRAM 1" = 10'-0" AVERAGE EXISTING GRADE = (157.78 + 163.00 + 157.90 + 155.80)/4 = 158.62 NO CHANGES TO EXISTING BUILDING HEIGHT ARE PROPOSED REFER TO ELEVATIONS DECK I This set of plans only approved the revision of the „XN4 ' existing exterior deck. The extension of the deck has �153 SF been removed from the scope of work. The I construction of a guard rail is proposed as well. -----------------------------' ENVELOPE @ EXST COMPONENTS TO REMAIN 1. NEW BUILDING ENVELOPE COMPONENTS SHALL CONFORM TO THE INSULATION REQUIREMENTS TABLE ON THIS SHEET. 2. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION SHALL BE FILLED WITH INSULATION. 2X4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 AND 2X6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-21. 3. ALL NEW AND REPLACED DOORS AND WINDOWS SHALL BE NFRC CERTIFIED FOR U VALUES AS INDICATED IN THE INSULATION REQUIREMENTS TABLE ON THIS SHEET. 4. ROOFS WITHOUT CAVITY INSULATION WHERE THE SHEATHING OR INSULATION IS EXPOSED DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. LOCAL EXHAUST 1. REFER TO PLAN FOR LOCATIONS. 2. FANS REQUIRED BY THIS SECTION SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OR AUTOMATIC OCCUPANCY SENSOR, HUMIDITY SENSOR OR POLLUTANT SENSOR CONTROLS. AN "ON/OFF" SWITCH SHALL MEET THIS REQUIREMENT FOR MANUAL CONTROLS. MANUAL FAN CONTROLS SHALL BE READILY ACCESSIBLE IN THE ROOM SERVED BY THE FAN. 3. EXHAUST FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING PROCEDURE, HVI 916, HVI AIRFLOW TEST PROCEDURE, AND HVI 920, HVI PRODUCT PERFORMANCE CERTIFICATION PROCEDURE). DOES NOT INCLUDE RAINGE EXHAUST HOODS. J 4. LOCAL EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN (100 CFM), BATHROOM AND WATER CLOSETS (50 CFM). THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED OUTDOORS A MIN. OF 3 FT FROM PROPERTY LINES, 3 FT FROM OPERABLE AND NONOPERABLE OPENINGS IN THE BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FT ABOVE THE AIR INTAKE. WHOLE HOUSE VENTILATION an WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY LOCAL EXHAUST FAN SET FOR CONTINUOUS OPERATION, NOT BALANCED, NOT DISTRIBUTED, SYSTEM COEFFICIENT PER TABLE 1505.4.3(2) = 1.5 FLOOR AREA NAME LEVEL AREA STORAGE LEVEL 1 159 SF EXIST 159 SF REMODEL LEVEL 1 EXIST 684 SF REMODEL LEVEL 2 848 SF 1532 SF GARAGE LEVEL 1 187 SF EXIST 187 SF DECK LEVEL 2 153 SF 153 SF WHOLE HOUSE VENTILATION RATE: 1501-2000 S.F. (2) BEDROOMS = 45 CFM BASE VENTILATION RATE X 1.5= 67.5 CFM REQUIRED 1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH A VENTILATION SYSTEM. REFER TO SECTION M1505.4 FOR COMPLETE REQUIREMENTS INCLUDING DETAILED REQUIREMENTS FOR TESTING OF ALL SYSTEM COMPONENTS. 2. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED OUTDOORS A MIN. OF 3 FT FROM PROPERTY LINES, 3 FT FROM OPERABLE AND NONOPERABLE OPENINGS IN THE BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FT ABOVE THE AIR INTAKE. 3. EXHAUST & SUPPLY FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING PROCEDURE, HVI 916, HVI AIRFLOW TEST PROCEDURE, AND HVI 920, HVI PRODUCT PERFORMANCE CERTIFICATION PROCEDURE). 4. THE WHOLE HOUSE VENTILATION SYSTEM SHALL CONSIST OF EXHAUST FAN, ASSOCIATED DUCTS AND CONTROLS (REFER TO ENERGY CREDIT NOTES). LOCAL EXHAUST FANS ARE PERMITTED TO SERVE AS PART OF THE WHOLE HOUSE VENTILATION SYSTEM. SYSTEM SHALL OPERATE CONTINUOUSLY AT THE NOTED VENTILATION RATE. a. WHOLE HOUSE VENTILATION EXHAUST FANS SHALL HAVE A MINIMUM EFFICACY AS PRESCRIBED IN THE WASHINGTON STATE ENERGY CODE. VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1.0 SONE EXCEPT FOR HVAC AIR HANDLERS, ERV/HRV UNITS, AND REMOTE MOUNTED FANS WITH AT LEAST 4 FT (1 M) OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILLE. 5. EXHAUST FANS REQUIRED SHALL BE DUCTED DIRECTLY TO THE OUTSIDE. BATHROOM EXHAUST FANS THAT ARE DESIGNED FOR INTERMITTENT EXHAUST AIRFLOW RATES SHALL BE PROVIDED WITH OCCUPANCY OR HUMIDITY SENSORS TO AUTOMATICALLY OVERRIDE THE FAN TO THE HIGH SPEED AIRFLOW RATE. 6. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAN THE MINIMUM NOTED. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE BUILDING OFFICIAL AND BE POSTED IN THE DWELLING UNIT PER SECTION M1505.4.1.7. 7. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE MECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR OR OTHER APPROVED PARTY AND POSTED WITH THE CERTIFICATE DESCRIBED IN THE ENERGY NOTES. 8. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT COMPLY WITH THE FOLLOWING: a. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE OCCUPANT. b. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. INSULATION REQ'S TABLE R402.1.1 Climate Zone 5 and Marine 4 Fenestration U-Factor* 0.30 Skylight U-Factor 0.50 Ceiling R-Value 49 Single Rafter Ceiling R-Value 38 Wood Framed Wall R-Value 21 int Floor R-Value* 38 10 cont. ext./15 cont. int./21 cavity with R-5 thermal break Below Grade Wall R-Value Slab R-Value 10, 2ft deep *AS MODIFIED BY TABLE 406.3 ENERGY CREDITS APPLICABLE TO NEW BUILDING COMPONENTS. daniel UMBACH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com 6882 REGISTERED /v ARCHITECT C Daniel W Umbac STATE OF WASHINGTON w V) z J p Q vn �' W m V) W z Q 0 N z o 00 Q 0-) LL Q W U o � _ z o � Q oc o > W Old o z < 3: W W :2 Q p > w Q U U 0 C2C G Q Q J � E!2023-0553 °C OL Q n � WISION TN Apr 22 2024 V TY OF M EDONDS C MENT SERVICES 0PARTMENT LU U Q z LU Q (/) LU LU > LL Q � z o LU Of 3: � �c LUO Q > z U v QG V J I..00 O LU Q z LU SHEET NUMBER NEW WINDOW OPENING OPENINGS TO BE RECONFIGURED PER PLAN z 1 LEVEL 2 DEMOLITION PLAN LEVEL 1 DEMOLITION PLAN NEW WINDOW OPENINGS I� �I F ICI �— ��'J III �IIII-�_ REMOVE EXIST CEILING FRAMING FOR VAULTED CEILING. RAFTERS TO REM. �-4- II II II II REMOVE EXIST INTERIOR PAR I I I REMOVE EXISTING MASONRY FIREPLACE WIDEN EXISTING OPENING ' This set of plans only approved the revision of the I � existing exterior deck. The extension of the deck has � I been removed from the scope of work. The I ' construction of a guard rail is proposed as well. I EXISTING FLOOR FRAMING ABOVE REMOVED & REPLAC TOTAL FLOOR AREA 848 S.F. AREA REMOVED 221 S.F. PERCENTAGE REMOVED 221/848 = 26% SEE A2.02 FOR WALL EXTERIOR WALL FRAMING ALL INTERIOR WALL FRAMING IS REMOVED REMOVE/REPLACE EXIST WINDOWS, TYP daniel UMBACH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com2/1, C 688 2 REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON mLU N N Q N Lii C) � O O O L.iri O W � J Z V O O Q 0 z 0 0 w V z BLD2023-0553 REVISION Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 0 J G W W SHEET NUMBER 1�C�.Y.yy REPLACEMENT VALUE CALCULATION Permit # BLDG2023-0553 v� CbMp'4 Y c' In Address: 9215 Olympic View Dr Home Owner: Marta Gadda and Mario Caranza Contractor: Keystone Remodeling This form may be used to help establish the percentage of demolition work performed to an existing home in the course of a remodel. Once demolition has met or exceeded 75% of the value of the existing home's replacement cost (50% in a flood zone), the structure will be required to be rebuilt to the standards of new construction. See ECDC 19.00.045 324,395 Replacement cost of existing home $ How was the value determined? contractor estimate Value of Percentage Replacement Notes Existing removed cost of removed Component component Foundation $51,319 90.0% $46,187 Floor Framing $7,000 26.0% $1,820 Floor Insulation $0 0.0% $0 Wall Framing $2S,S00 59.0% $15,045 Wall Insulation $3,500 100.0% $3,500 Siding $19,456 21.0% $4,086 Roof Framing $8,500 5.0% $425 Roofing $25,219 0.0% $0 Attic Insulation $4,S00 100.0% $4,500 Windows $13,863 100.0% $13,863 Doors $7,134 100.0% $7,134 Plumbing $3S,000 100.0% $35,000 Electrical $20,400 95.0% $19,380 HVAC $18,885 100.0% $18,885 Drywall $14,328 100.0% $14,328 Cabinets $22,117 100.0% $22,117 Painting, Flooring and Finishes $26,869 100.0°% $26,869 Other $20,805 40.0% $8,322 Total $324,395 1 $241,461 Percentage Owner ` Contractor /'111L/'9 I,L I AINED 173 SF (_T`otal o Column 4 divided by Column 2) equals 74.43 I Date Date G F 2 RETAINED SIDING DIAGRAM 1/8" V-011 10 9 8 RETAINED WALL FRAMING DIAGRAM 1/81, = 1'-01, 7 /'ll\L!1 I\L 1llll VLV 404 SF I I\�I„1ED WALL AREA (ALL RETAINED) 6 84 SF VI\IVi-L FRAMED RETAINED 117 SF WALL AREA 169 SF 5 VI\I VII VlIL 1 I\lII VILD WALL AREA (ALL RETAINED) 4 153 SF E 40 SF EXTERIOR WALL FRAMING KEY ORIG. RETAINED AREA AREA 1 271 51 2 234 109 3 465 291 4 153 153 5 169 117 6 84 84 7 40 40 8 42 42 9 38 38 10 154 154 INTERIOR WALL FRAMING LEVEL 1 595 0 LEVEL 2 381 0 TOTALS 2626 1079 TOTALS A B C D E F G EXTERIOR SIDING ORIG. RETAINED KEY AREA AREA 271 130 169 163 203 203 46 46 40 40 502 404 235 173 1466 1159 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' This set of plans only approved the revision of the 1 existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L----------------------- - - - - - ' AREA REMOVED 1547 AREA REMOVED 307 PERCENTAGE REMOVED 59% PERCENTAGE 21 % 2 DIAGRAM KEY SF - ORIGINAL SIDING AREA (ALL RETAINED) D C V I�IVII V/'1L JIVIIVV /'1 f\L/'9 (ALL RETAINED) 203 SF /ll\LlI I\L 1llIIVLV VI\IV 14-1 IN-1-vv/ /ll\L!l 291 SF 465 SF ORIGINAL SIDING AREA 169 SF AREA RETAINED 163 SF 109 SF 2 J 1/16" = V-0" .,I\I�IIVr 1I-VIED WALL AREA 234 SF SIDING AREAS VIEWED FROM EXTERIOR PER 2 F A2.02 <G -ALL FRAMING AREAS VIEWED FROM INTERIOR PER 1 A2.02 LEVEL 2 LEVEL 1 (ORIGINAL) -- - -- LEVEL (NEW) ORIGINAL SIDING AREA AREA RETAINED 271 SF 130 SF 1 VI\IIJII V/lL 11\(IIVILV VV/lLL 111\L/l /ll\L!l I\L 1lll1 VLV 271 SF 51 SF daniel UMBACH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com 6882 REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON M N CV Q c�i Uf O M 0 Ln O LU Z J O Q in LU w C � G Ln m O .!n > E Qj LU Z rn Q O N o z 00 Q or) Q (� U o z O � 0 LL Q C) o Q Q LU > Q U_ 0 �CC QG J 0 Q Ln L1J U z LU 0 c) LU Q N z � o O �w Q> U U _ � Q J 0 C LEVEL 2 rQ V cy) LEVEL 1 (ORIGINAL) SHEET NUME -LEVEL 1 (NEW)- BLD2023-0553 REVISION Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ER A2*02 1 WINDOW SCHEDULE MARK TYPE SIZE UNIT AREA U VAL NOTES WIDTH HEIGHT FTJ IN FT I IN 101 FIXED 2 10 4 5 12.51 0.28 VER EXISTING OPENING SIZE 102 CASEMENT 2 10 4 5 12.51 0.28 VER EXISTING OPENING SIZE 103 FRENCH DOORS 6 0 6 8 40.00 0.28 NEW/REFRAMED OPENING 104 CASEMENT 2 10 4 5 12.51 0.28 REFRAME TO MATCH 102 105 FIXED 2 10 4 5 12.51 0.28 REFRAME TO MATCH 101 106 ICASEMENT 31 0 41 5 13-251 0.28 VER EXISTING OPENING SIZE 107 CASEMENT 3 0 4 5 13.25 0.28 VER EXISTING OPENING SIZE 108 AWNING 4 0 2 0 8.00 0.28 REFRAMED OPENING 109 FXD 1 6 2 0 3.00 0.28 VER EXISTING OPENING SIZE 110 CASEMENT 3 0 3 5 10.25 0.28 VER EXISTING OPENING SIZE 111 SLIDER 4 0 1 0 4.00 0.28 201 CASEMENT/FXD 4 2 4 0 16.67 0.28 VER EXISTING OPENING SIZE 202 CASEMENT/FXD 9 3 4 0 37.00 0.28 REFRAMED OPENING 203 CASEMENT/FXD 9 3 6 0 55.50 0.28 REFRAMED OPENING 204 CASEMENT/FXD 9 3 4 0 37.00 0.28 REFRAMED OPENING 205 CASEMENT/FXD 6 2 4 0 24.67 0.28 REFRAMED OPENING 206 ENTRY DOOR 3 0 6 8 20.00 0.28 NEW OPENING 207 DELETED 208 AWNING/FXD 4 0 7 0 28.00 0.28 NEW OPENING 209 FIXED 4 0 1 0 4.00 0.28 NEW OPENING 210 AWNING 2 0 2 10 5.67 0.28 NEW OPENING 211 CASEMENT/FXD 5 0 3 2 15.83 0.28 REFRAMED OPENING 212 CASEMENT/FXD 5 0 3 2 15.83 0.28 REFRAMED OPENING WINDOW REQUIREMENTS 1. REFER TO BLDG ELEVATIONS FOR ADDITIONAL DIMENSIONS AT MULLIONS AND FUNCTION AND DIMENSIONS OF VENTED SASH. 2. REFER TO BLDG ELEVATIONS FOR SAFETY GLASS LOCATIONS LABELED "S.G." 3. ALL SLEEPING ROOMS SHALL BE PROVIDED WITH A MINIMUM OF ONE EMERGENCY EGRESS WINDOW. REFER TO PLAN FOR LOCATIONS. EGRESS WINDOWS SHALL HAVE: A. MIN NET OPEN AREA = 5.7SF B. MIN. NET OPEN HEIGHT = 24" C. MIN. NET OPEN WIDTH = 20" D. MAXIMUM SILL HEIGHT = 44" 4. ALL WINDOWS WITHIN 10' OF GRADE SHALL BE LOCKABLE KEYNOTES 01 GUARDRAILS: GUARDRAILS SHALL BE PROVIDED AT THE OPEN SIDE OF ALL WALKING SURFACES LOCATED MORE THAN 30" ABOVE ADJACENT GRADE AT ANY POINT WITHIN 36", INCLUDING STAIRS, LANDINGS, DECKS, BALCONIES, ETC. GUARDRAILS SHALL MEET THE FOLLOWING DIMENSIONAL REQUIREMENTS: 1 )36" MIN HEIGHT (34" ABOVE NOSING AT STAIR RUN, 38" MAX WHERE ALSO SERVING AS STAIR HANDRAIL); 2) RAIL MEMBERS SPACED TO PREVENT THE PASSAGE OF A 4" SPHERE (6" OK AT TRIANGULAR OPENING AT STAIR TREAD/RISER). 03 HANDRAILS: ALL STAIR RUNS WITH FOUR OR MORE RISERS SHALL BE PROVIDED WITH A HANDRAIL ON AT LEAST ONE SIDE. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIR RUN FROM A POINT ABOVE THE TOP AND BOTTOM RISERS. HANDRAILS SHALL BE RETURNED TO THE WALL OR TERMINATE IN NEWEL POSTS. HANDRAILS SHALL MEET THE FOLLOWING DIMENSIONAL REQUIREMENTS: 34" MIN TO 38" MAX MOUNTING HEIGHT ABOVE THE STAIR NOSING; 1-1/4" MIN TO 2" MAX DIAMETER FOR CIRCULAR RAILS, OR AS OTHERWISE APPROVED IN IRC R311.7.8.3. ; 1-1/2" MIN CLEARANCE BETWEEN HANDRAIL AND WALL SURFACE. 05 SPIRAL STAIRWAYS: THE CLEAR WIDTH AT AND BELOW THE HANDRAILS AT SPIRAL STAIRWAYS SHALL NOT BE LESS THAN 26" AND THE WALKLINE RADIUS SHALL NOT BE GREATER THAN 24 1/2". EACH TREAD SHALL HAVE A DEPTH OF NOT LESS THAN 6 3/4" AT THE WALKLINE. TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NOT MORE THAN 9 1/2". HEADROOM SHALL BE NOT LESS THAN 6-6". REFER TO FLOOR PLAN FOR STAIR RADIUS. MFR SHALL PROVIDE SHOP DRAWINGS DEMONSTRATING COMPLIANCE WITH PLAN DIMENSION AND ALL CODE MINIMUMS. 14 GARAGE/DWELLING SEPARATION: PROVIDE 1/2" REGULAR GWB AT WALLS SEPARATING GARAGE FROM DWELLING SPACE. DOORS THAT SEPARATE THE GARAGE FROM THE DWELLING SHALL BE 1-3/8" SOLID CORE WOOD, 1-3/8" SOLID OR HONEYCOMB STEEL, OR 20 MIN. RATED, EQUIPPED WITH SELF CLOSING DEVICE. U-VALUE = 0.30 MAXIMUM. 31 SMOKE/CO ALARMS: ON EVERY FLOOR PROVIDE ONE CENTRALLY LOCATED SMOKE/CARBON MONOXIDE DETECTOR (S/CO). DO NOT LOCATE DETECTORS NEAR KITCHEN APPLIANCES. IN EVERY SLEEPING ROOM PROVIDE ONE SMOKE DETECTOR (SD). ALL DETECTORS SHALL BE HARD -WIRED WITH BATTERY BACK-UP. SEE FLOOR PLANS FOR LOCATIONS. 34 EXHAUST FAN TYPICAL. CFM AS NOTED. REFER ALSO TO LOCAL EXHAUST VENTILATION NOTES ON SHEET A0.1. 35 EXHAUST TO SERVE AS WHOLE HOUSE VENTILATION FAN. REFER TO LOCAL EXHAUST AND WHOLE HOUSE VENTILATION NOTES ON SHEET A0.1. 50 EMERGENCY ESCAPE AND RESCUE: ALL SLEEPING ROOMS SHALL BE PROVIDED WITH ONE APPROVED EGRESS WINDOW (SEE PLAN). REFER TO "WINDOW REQUIREMENTS" ON SHEET A0.1 FOR ADDITIONAL INFORMATION. 51 SAFETY GLAZING: ALL GLAZING IN HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH APPROVED SAFETY GLASS. REFER TO BLDG ELEVATIONS FOR SAFETY GLASS LOCATIONS LABELED "S.G." 53 GLASS SHOWER ENCLOSURE (SAFETY GLAZING REQ'D) 2 LEVEL 2 1/4" = V-0" 1 4'-0" 1 9'-3" $1 9'-3" it 9'-3" I EV CHARGING INFRASTRUCTURE SHALL BE INSTALLED AS SHOWN TO INCLUDE A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC 2 1 VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND A4.0 A4.0 WIRING AND THE ELECTRICAL SERVICE IN 9'-3" 5'-5" 6'-6" 13'-6" ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 4'-0" 7'-6" 4'-0" 14'-9" 109 108 208 ABOVE LAUNDRY f ? CHUTE ABOVE ' VANITY / 2-6x6-8 LAUNDRY4x6-s - �' �'�� 2-8xVER D 03 - - - - - 2-8x6-8 ][PR 05 / STORAGE w 2-8x6-8 (UNOCCUPIED 2-8x6-8 NO WORK) _ i 2-8X VER � S� o- S 110 NEW WALL WHERE EXIST FIREPLACE WAS REMOVED REC ROOM PR 3-0x6- 103 2-8X6-8 107 WC 675 BA. �� SHWR �35 \ C ' 6161 ] EGRESS 102 5'-6" 2'-10" PR 2-4x6-8 101 2'-10" Abe 106 NEW FOUNDATION WALL, REFER TO STRUCTURAL PLANS Lo I o�I N on of the I he deck has ie s well. I daniel UMBACH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com 6882 REGISTERED �v ARCHITECT Daniel W Umbac STATE OF WASHINGTON CYi Lr) QQ m lD O In O M O 1q_ O Ln O Lu V) Z J p Q Lnn Lu O ~ U C O i 0 O N *> `^ V) �' a) N -0 O LZ S E i U N N f - w 11 =) Z N m :T� Q c) N o z 00 Q rn W Q LL U o O z O � LL 2 Lu Old Cll:� Q 0 Lu 0 > V rQ V a 2 QJ BLD2023-0553 LL O Q � EVISION Apr 22 2024 /c�Vj V >f CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Lu V z Lu 0 Lu LL Q N z o CIr 3: z cl/ Lu > V v o J O o °L11) O Q TV J V dl LL SHEET NUMBER -� LEVEL 1 1/4" = V-0" A2.1 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ----- 183.62 HEIGHT LIMIT — Camel EXISTING ROOFING TO REMAIN UMBACH architect NEW WINDOWS TYP THROUGHOUT 7711 16th Ave NW — Seattle, WA 98117 I I Ph: 206 427-3871 I I I = dan@umbacharchitect.com LU I I � I I o 6882 REGISTERED N ARCHITECT EXISTING GUTTER & DOWNSPOUT I Daniel W Umbac STATE OF WASHINGTON S.G. S.G. \ N If L N N N PROPERTY LINE �I \ \L A O) O cYi i �0 0 0 LEVEL 2 0 � I I � EIEIE:❑ EIE]EIE: E]EIE:]::] I L:]L:IEI❑ \ \ 160.0 Q O I I � 158.62 AVE. GRADE �LU ���� ���� ❑❑❑❑ E1E] -- - -- -- ---- — — ---- --------I— — — — —------------ -- — — ---- ---- — — --- LEVEL C G O ���� ���� ❑❑❑❑ I I \ 157.9 m :in 148 SF O LA ISAFETY GLAZING WHERE NOTED "S.G.' (,/) u v F— � o DODO 1:111111111 E11:11:111 I DODO WEST ELEVATION L— EXISTING SIDING THROUGHOUT, C �O � Qj REPAIR REPLACE ONLY AS REQUIRED W � 2 Z cu ran ICT Q O N o ----------------------------, z 00 This set of plans only approved the revision of the I Q al existing exterior deck. The extension of the deck has cll� Q I been removed from the scope of work. The I 0 'construction of a guard rail is proposed as well. I L---—-—-—-—-—-—-—-—-—-—- — - — - —I Q cn 0 0 - U o O o ol_ Q LU 433 SF LEVEL 2 Of Q Q LU Q 3 NEW SPIRAL STAIR BEYOND �Q LEVEL 1 Q BLD2023-0553 LEVEL 1 NEW �� �/ 48.92' LL O EAST ELEVATION Q REVISION (V Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING ROOF LINE w - U I / EXIST MASONRY CHIMNEY z TO BE REMOVED w 3 I Q 3 I I I W Q N � � z Q \ S.G. � 3: Ln / S.G. LU z U (U U O LEVEL 2 \ 5G� NEW GUARDRAIL Q r Q AT NEW DOOR Q 0 \ Q L r) LU / Q N J 0 a, W EXISTING GARAGE NO WORK LEVEL 1 SHEET NUMBER EXISTING DECK AND STAIRS TO BE REPAIRED SOUTH ELEVATION NORTH ELEVATION A3.0 NEW PLYWOOD WHERE REQ'D PER STRUC NEW GWB EXISTING FLOOR & NEW FLOOR FINISH EXT. WALL BATT CAVITY INSUL, FILL R-21 BATT INSUL 00000 00000 00000 00000 0o000 00000 00000 00000 00000 00000 00000 00000 00000 NEW CONC FND PER STRUCT o 0 00000_ e 00000 O°O°0 2x4 P.T. FURRING 3" W/ CLOSED CELL o0000 RIGID INSULATION, R-21 MIN °0000000 1/2" GWB d P.T. 2X4 PLATE 4a FINISH FLOORING 0o0@a�, 0 0 "_ . OVER RESILIENT PAD NEW SLAB ON GRADE o°o°o _ 00000 °0000 -. _ a .. 0 000 4 a �O�O 00000 _ "- C 4 4 0 o� a a a a - _ as e '4 Q. d a a R-10 RIGID INSUL, 24" MIN @ PERIMETER OF NEW SLAII III 4" FND DRAIN IN 12" DRAIN ROCK W/ FILTER FABRIC OVER 6 FOUNDATION WALL 1 1/2" 1' 0" EXISTING ROOFING & SHEATHING NEW 3.75" CLOSED CELL SPRAY FOAM INSULATION, R=6.2 PER INCH MIN °o o — NEW 3 1/2" R-15 BATT INSUL 0000@° ° °;,C) R-38 MIN TOTAL EXISTING 2x4 ROOF JOISTS _ ° ° ° ° °° ° °o°o°0 0 0 0°0°0°0°0°0°0 o EXISTING GUTTER & 0 0 0°0°0°0°0°0°0°0° °o FASCIA O 0 0 O 0 0 O 0 O _—= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NEW 2X8 ROOF JOISTS °°°°°°°°° ° � o o°o 000000000 0 0 NEW BEAM, TRIMMED PER STRUCT +/- 6'-9" BOTTOM OF BEAM EXISTING CLG. TO BE REMOVED 5 EAVE DETAIL 1 1/2" = V -0" NEW CLG. +/- 6'-8" f EXISTING SHEATHING & SIDING NEW R-15 BATT INSUL AT EXISTING 2X4 CAVITY ' This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L-—-—-—-—-—-—-—-—-—-—-—- — - — - —' LEVEL 2 � 57.50' LEVEL 1 EXIST 50.00' V LEVEL 1 NEW � 48.92' 0 EXISTING ROOFING & SHEATHING NEW 3.75" CLOSED CELL SPRAY FOAM INSULATION, R=6.2 PER INCH MIN NEW 3 1/2" R-15 BATT INSUL ' R-38 M I N TOTAL 'o 0 EXISTING GUTTER & FASCIA HEADER PER STRUCT NEW TRIM HEAD FLASHING BEHIND WRB NEW WINDOWS 0000000000 O-00000000000 - O°000°o°O°O°O°O°O °0°0 0°00000°00000°°°o°e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o°0°0°0°0 0000°00000 o s O 000000°O 0°o°S2° O� 0°0°0°0°0 0° EAVE @WINDOW HEAD 1 1/2" = V -0" NEW R-15 BATT INSUL @ EXIST 2X4 CAVIT' 3 NEW TRIM AS NEEDED TC REPLACE EXIS' EXISTING SIDING & SHEATHING HEADER PER STRUCT DRIP EDGE FLASHING BEHIND WRB NEW ENTRY DOOR WINDOW 0� 0°0°00 °°°°°00 EXISTING 2x4 ROOF JOISTS NEW 2X8 ROOF JOISTS EXISTING CLG. TO NEW CLG. BE REMOVED DOOR HEAD @ BASEMENT DOORS 1 1/2" = V -0" > SILL OORING & BASE NEW R-21 BATT INSUL 11111.1011 daniel UMBACH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com 6882 REGISTERED ARCHITECT C Daniel W Unnbac STATE OF WASHINGTON MLU N N P- 0 N Ln 0 w L/) Z J p Q v� i W C � G m C: O 5ILL W Z N Q N z Q LL Q U O oC Q od Q Q 0 Q Q O 0 05 Q 0 z O 2 0 W U z w 0 V) w of Q N z o olf� r./ L U LQ > U U Q� J 0 0 Q 0 rn BLD2023-0553 REVISION Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Q w Z Q cn z 0 V w cn SHEET NUMBER 2 BUILDING SECTION 3/8" = 1' 0" 1 BUILDING SECTION 3/8" = 1'-0" A4.0 SIDE STEP 1 INSTALLED BY FRAMER DO NOT FASTEN FLASHING. LEAVE UNATTACHED FOR RRIER TO TUCK IING STEP 2: INSTALL "MOISTOP" CORNER SHEILD AT END OF JAMB-(3) FASTENERS & 3/8" "MOISTOP" SEALANT AT TOPEDGE STEP 2: "MOISTOP" SEALANT AT TOP EDGE TO CONTINUE TO & UP OPPOSITE JAMB STEP 2 INSTALLED BY FRAMER 3" MIN STEP 2: 9" MIN. CORNER SHEILDS STEP 1- SILL FLASHING SILL WRAP w/ 9" "FORTIFLASH" FOLDED -NOTE: SILL WRAP MUST COMPLETELY COVER THE ROUGH OPENING SILL (INCLUDING CORNER SHEILDS) ROOF MEMBRANE REPLACES STEPS TI-IRI 12 AT PATIO nr)r)RC Anlrl STEP 3 STEP 4 INSTALLED BY INSTALLED BY FRAMER FRAMER STEP 7: WIPE WINDOW FLANGE & BASE "MOISTOP" CLEAN. CUT "E-Z SEAL" NOTE: 1. INSTALL 6" WIDE SELF - JAMB TO LENGTH. REMOVE FOR WOOD TRIM WRAP & ADHESIVE MOD. SBS RELEASE PAPER & INSTALL 12" WINDOWS, BITUTENE MEMBRANE "E-Z SEAL" HEAD FLASHING. FIRST INSTALL WOOD TRIM, NEXT 2. CONTINUE INSTALL OF APPLY INSTALL MTL. WINDOW HEAD WEATHER BARRIER o/ INSTALL WINDOW IN FIRM PRESSURE ALONG THE FLASHING n/ TRIM TOP INSTALL PRE -FINISHED 26 ga MEMBRANE HEAD FLASHING ACCORDANCE w/ WINDOW MFG's ENTIRE SELF-ADHESIVE STRIP TO GALV WINDOW HEAD STRIP REQUIRMENTS. ENSURE A CONT. SEAL. FLASHING EXTEND HEAD FLASHING BEYOND STEP 4. THE JAMB FLASHING IN 3" MIN. JAMB FLASHING PLACE 3/4" —� EXTENSION = - HEA EDGE OF HEA / HEA 12" D FRAME D ID 4" MIN STEP 6: WIPE WINDOW FLANGE & BASE "MOISTOP" CLEAN. CUT "E-Z SEAL" SIDE TO LENGTH. REMOVE RELEASE PAPER & INSTALL 6" "E-Z SEAL" JAMB FLASHING. APPLY FIRM PRESSURE ALONG THE ENTIRE SELF-ADHESIVE STRIP TO ENSURE A CONT. SEAL INSTALL WINDOW IN STEP 1: ACCORDANCE w/ WINDOW MFG's SILL FLASHING REQUIRMENTS. 1 STEP 6 INSTALLED BY SIDER WINDOW FLASHING DETAIL 0 -117 = 7 INSTALLED BY SIDER STEP 8 INSTALLED BY SIDER 0TCP') n INSTALLED BY SIDER STEP 4: JAMB FLASHING. JAMB FLASHING SHOULD EXTEND ABOVE WHERE THE "E-Z SEAL" HEAD FLASHING WILL INTERSECT. STEP 2- CORNER SHEILDS STEP 4- 9" "MOISTOP" FLASHING. LEAVE BOTTOM EDGE UNATTACHED FOR WEATHER BARRIER TO TUCK UNDER "MOISTOP" FLASHING .ASHING ADD METAL SILL PAN BETWEEN STEPS 4 & 5 WHERE INDICATED IN ARCHITECTURAL DETAILS 12" MIN. STEP 5: PROVIDE CONTINIOUS BEAD OF SEALANT ON BACKSIDE PERIMETER OF FLANGE. ("MOISTOP" SEALANT). PROVIDE EXTRA SEALANT AT ALL% MITERED CORNERS. INSTALL WINDOW i LEAVE 1" GAP BETWEEN FRAME & WEATHER BARRIER EACH SIDE STEP 5 INSTALLED BY FRAMER STEP 4- JAMB FLASHING STEP 1: SILL FLASHING INSTALL WINDOW IN ACCORDANCE w/ WINDOW MFG's REQUIRMENTS. daniel U 1"Vm BAC H architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L--------------------------- JAMB F— SI STEP 1: SILL FLASHING STEP 10 INSTALLED BY SIDER 4" MIN. LAP (TYP) LAP WEATHER BARRIER UP SIDES WEATHER BARRIER. TUCK UNDER STEP 1 SILL FLASHING AND UNATTACHED BOTTOM OF STEP 3 FLASHING AS INDICATED 6882 REGISTERED ARCHITECT 20el-li, 6 Daniel W Umbac STATE OF WASHINGTON Q N z Q Q U O Old Q r) 0 Q Q F_ Of Q 2 O 00 >Q 0 z 0 r) w Of >Q w U_ r 2 0 Lo dl W U z W 0 W of Q N z o of of w Q � U U Q 0 0 C) Ln Q d� BLD2023-0553 REVISION 2 !222024 OFEDMONDS DPMENT SERVICES D PARTMENT Q J a z O z 3: SHEET NUMBER A4.1 3/4" = V -0" STRUCTURAL NOTES C G (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF DECK 10 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF FLOOR 40 PSF DECK 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D (DEFAULT) SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.303 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.461 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.042 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.565 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IF) 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.3 SEISMIC RESPONSE COEFFICIENT (CS) 0.160 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RIDI W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE D KzT 1.99 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 1501 0 PSF )/1 \ LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 50 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 300 PCF COEFFICIENT OF FRICTION: 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ,K�7►141:0\l: ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC XIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 4000 PSI 0.45 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE fc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 30 fc = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 62 48 19 81 62 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. v v v v v v v CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS #4 @ 13" OC EA WAY CENTERED 8" WALLS #5 @ 15" OC EA WAY CENTERED 10" WALLS #4 @ 16" OC EA WAY, EA FACE CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS T-0" BEYOND EDGE OF OPENING. IF T-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. �eY/�Y�1► \tit/e1��Yile\:��7►Ie11�1►[e ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1 This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has 1 been removed from the scope of work. The I construction of a guard rail is proposed as well. I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - I ENGINEERING 250 4TH AVE. S., SUITE 200 EDM0 DS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 i Q H H Z :�i m O CIO � w � F- F- U 0 LIJ w w 0 a a m M W Q O NO 0 I O O .H Y Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W IIn O W W CY- O U N Z W O 00 w U Q W N J (n O in Q Z CY- LO O Q N � U O) w SHEET: BLD2033-0553 REVI I N Apr 22 2 4 CITY OF E MO S S1.1 < LL D U D Lli LL V J � U_ „A„ IN ALL AREAS WITH EXPOSED Q CONC FLOORS, EDGE SLAB WITH 1/8” MAX RADIUS AND CONC SLAB ON GRADE "A" CORNER BARS x MAY SUBSTITUTED FOR ALL FILL JOINT WITH SEALANT SLAB REINF AT CENTER OF SLAB 90° HOOKED BARS PROVIDE 5/8" 0 x 2'-0" AT TOP AND BOT. REINF SH SHALL NOT PASS THRU JOINT SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO o ® 0 0 STD 90° HOOK Q X X X X TYP UNO = UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN GREASE THIS WALL REINF FOR THICKER WALL HALF OF BAR "A" = SPLICE LENGTH TYPICAL CONSTRUCTION JOINT 0 0 SEE NOTES, DETAILS, OR PLANS FOR Q SAWCUT JOINT - IN ALL AREAS WITH CONC SLAB ON GRADE (1) #6 VERT REQ'D REINF. ALL BARS TO BE CONT EXPOSED CONC. FLOORS, FILL JOINT OR SPLICED PER STRUCTURAL NOTES WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP SLAB REINF AT CENTER OF STD 180° HOOK STRIP PLACED WITH SLAB SLAB OR AT TOP AND BOT HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #6 VERT REINF OF THINNER WALL 2�__j Q 0 = X X X X X X • 0 01 0 PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN "A" TYPICAL CONTRACTION JOINT TYPICAL CONCRETE WALL REINFORCING DETAIL TYPICAL SLAB ON GRADE DETAILS SCALE: NTS 4" 0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN O 0° 0 0 °000O O °000 0 00 0 0 0o ° 00 ° 0 0 00O 0 0 00 1 LINE OF MAX EXCAVATION. 1 IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" NOTE: EXTEND THREADED ROD BETWEEN JOISTS INTO STEM WALL BELOW. PROVIDE ROD COUPLER IF REQ'D. THREADED ROD AS REQ'D PER PLAN AND HOLDOWN SCHEDULE. INSTALL W/ HILTI HIT-HY 200 EPDXY PIPE 2 �. TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF oX Q mn VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D LOWER BOF AS REQ'D _ z PIPE TRENCH EXCAVATION PARALLEL 9" MIN `D TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1" = V-0" \ w f SCALE: 1/2" = V-0" NOTE: WHERE CONCRETE WALL WITH HT > T-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL SHEAR WALL PER PLAN AND SCHED W/ NUT & WASHER AS SHOWN ISOLATION JOINT CONC COLUMN W/ JOINT FILLER PER PLAN & COUNTERSINK ADDITIONAL I SCHED END STUD AS REQ'D HOEDOWN PER PLAN CONTROL JOINT OR AND SCHED CONSTRUCTION JOINT THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO 11 II TOP OF FTG Nil FILL W/ CONC. AFTER I �� FLOOR & ROOF CONCRETE FRAMING COMPLETE SLAB ON I I GRADE II I I NOTE: ARCHITECT & ENGINEER SHALL APPROVE JOINT LOCATIONS PRIOR TO CONSTRUCTION m_j HOLDOWN DETAIL % TYPICAL ISOLATION JOINT DETAIL SCALE: 1" = 1'-0" • SCALE: NTS SHEAR WALL PER PLAN AND SCHED HOLDOWN PER PLAN AND SCHED II F I I SQUASH BLKG TO MATCH HOLDOWN I I CHORD ABOVE II II II II EXISTING II - CONCRETE II o STEM WALL I I II I TOP OF u EXISTING FOOTING HOLDOWN DETAIL (EXIST FOOTING SCALE: 1" = V-0" STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL SLAB ON GRADE AND SUBGRADE PER PLAN X X X X jPK X X X X z NO °�oo°o ° ^ I °°o° ° o o°p°°o° o o� O° 0Oo o l o 00 0 00 �o 00 ® • 0 Of 1 III M U 1 MAXIMUM SIZE &REINF SLOPE PER PLAN &SCHED Al CONTINUOU�SF OOTING DETAIL 1 O 1'-0" NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. IF BAR REINF USED, PROVIDE 'Z' BARS W/ LAP SPLICE PER STRUCTURAL NOTES SLAB STEP 21 `-F PER PLAN Ns X X X V-0" MIN ,, TYPICAL SLAB STEP CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT X X X Q 1 1 TYPICAL SLAB ON GRADE DE SCALE: 1" = V-0" STUD WALL PER SHEATHING AND NAILING FRAMING PLAN NOTES PER PLAN AND SHEAR SILL PL AND AB DIA WALL SCHEDULE AND SPACING PER PAVING OR FINISHED X GRADE PER ARCH < DRAWINGS W lzt O°o 00 Q 900 00 FOOTING DRAIN / SHEAR WALL SCHED (2) #4 CONT TOP PROVIDE BLOCK OUT AT DOOR OPENINGS 0 0 I, SLAB ON GRADE AND SUBGRADEPER ® FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL LOWER FLOOR ELEV 0 PER ARCH X X X — — — Oo oco Oo o� Do °o o°O o°° o°O O 0°O III III= (3) #4 CONT BOT 0 —® PER DETAIL 5 8" � 1'-6" 11 inTYPICAL STEM WALL DETAIL , SCALE: 1" = V-0" m U ALT HOOK AS SHOWN MIRADRAI� TIGHT LI FOUNDATION BACKFILL W DRAINING MAl FOOTING nRETAINING WALL SECTION 12 SCALE: 3/4" = V-0" 1 C I -I I AD CDI IrF C G ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 __j� m Zg M. ?, WA a FRS TO MATCH `:1 DOTING A REINF asL o�ti �sIONAL JRBED EARTH OR -TED FILL PER 0/ 20/ 23 JRAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L-—-—-—-—-—-—-—-—-—-—- — - — - —- J J � ~ H H 2 Z 2 m V) co F CL V) w cl� W w w a a 11 m m LiJ 1:* 00 I i O O .� Y DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 BLD20 3- 553 R E V I I N Apr 22 2 4 CITY OF E O S LIJ 0 0 LIJ Lj 1 X 0 W � U N Z W 0 LLI 00 0 0) w U Q W F M N J V) O Q Z W Vf) 0 Q N 0 U 0) W SHEET: S4.1 C G STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- - I.1 II ICI II HEADER PER PLAN II II I I II II I I •11 I I.1 II I I I•I II I I I I .11 I II II I I I CRIPPLE STUDS PER PLAN; DO NOT CUT IIII I I.1 I•I I 1• AWAY MATERIAL FROM I• I I I I 1' I I I CRIPPLE STUDS j I I I I II I I II I •I 1� I 1 1.1 1 I I I I I I I III II II I•I II FULL -HEIGHT I I•I I I�j ICI I• I ICI HOLDOWN CHORD IIII IIII I I II I I I •1 I II 11.11 II II II I I' I II IIII II II 1.1 II IIII II.11 IIII I.1 II II 1.1 II II I 1' I I.I I II II IIII 11.11 II II II II I.I I I� I II I II IIII 11 II 1.1 II IIII II.11 I.1 II II 1.1 II II I 1• I•I I I.I I Ij AB W/ SIMPSON BP II I I II I I 1• I II I II PL WASHER, TYP I•I II I •1 I. 1.1 1 II II PT SILL PL PER SHEAR II I I I.1 I I I I WALL SCHED I•I I I A I.I II 1• I II II II �� _ -III-III- CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" - ---------------------------1 ' This set of plans only approved the revision of the I existing exterior deck. The extension of the deck has I been removed from the scope of work. The ' construction of a guard rail is proposed as well. I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - I ------n-------n-------n-------rl-----rl, 1.1 101 101 1.1 1 1•I II II II 11 111 II II II �1 11� II II II II II II II 111 II II II 11 111 11 I 11 II II 11 II I FRAMING AT ADJOINING I I 11•I I I PANEL EDGES PER SHEAR I I 11 I II II 11 I'I WALL SCHED I I 11 11 I II II II II 11•I II 11 11 11 III II 11 11 11 I'I I•I I•I 1• II II II 11 11 •- ,J U ;-- ;--�•H- ;-- ;-� F•-- - �•� 1.1 1.1 II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II 101 I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II _1L------LL II II I II II 11 11 11 11 II II 11 1L---1L------1 AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING 11 C� -III III- -III III- -III- EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP I I 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN I II I CONTINUOUS PANEL EDGES II II I I II I II I I II I SUPPORTED I II PANEL EDGES II II I II II II II II _ II J L II _ II _ II _JL_J� `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP (2) ROWS OF (8) 0.131" 0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOPCHORD / SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131" 0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE: 1" = 1'-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC (EACH SIDE OF PARTY WALL) STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP C. PARTY WALL INTERSECTION NOTE: SUPPORTS AT SOLID POSTS S I M BEAM PER AND SCHE SIMPSON LTP4 A35 FRAMIr ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,P IMANIVIIIIIIJUAKIM PARALLEL TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN Ie1�aL�il�►�\►191�y1►Ie\:t�J,�i�l 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU_.. TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE STRUCTURAL NOTES BEAM PER PLAN AND SCHEDULE SIMPSON A35 EACH `SIDE OF BEAM i o� a ccw _'0 LL PERPENDICULAR TO STUD WALL STUD WALL ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M T og wAs$ 4 � �g, ram. "� 45901 ANAL 10/20/23 J J I.-- Q H H Z 2 m O m V) F CL V) w cl� H H U � � L w w � a a m m W � � Q O NO I i O O .H Y Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W 0 O W La _ 0 W 0 U N Z W 0 00 0 ; 0) w U Q F N J V) O Q Z Lf) O U0) �W SHEET: BLD20 3-553 REVI I N Apr 22 2 4 CITY OF E O S Q LIJ 0 Z S5ml