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OLD SEE REV3 REV1 APPROVED BLD2023-0553+Architectural_Plan+10.27.2023_1.28.19_PM+3866474GENERAL 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. APPROVED PLANS MUST BE g. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITY CONNECTIONS AND PAYMENT OF UTILITY CHARGES. ON JOB SITE 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. OBTAIN ELECTRICAL 11. CONTRACTOR SHALL PROVIDE METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER, OR ATMOSPHERE, AND IN PERMIT FROM COMPLIANCE WITH ENVIRONMENTAL REGULATION OF LOCAL GOVERNING AUTHORITIES. STATE LABOR & INDUSTRIES 12. MECHANICAL/PLUMBING SYSTEMS PERMITS WILL BE OBTAINED BY THE CONTRACTOR DURING CONSTRUCTION. SYSTEMS WILL BE DESIGN/BUILD IN CONFORMANCE WITH ENERGY NOTES PROVIDED. ALL WORK SUBJECT 13. ELECTRICAL SYSTEMS PERMITS WILL BE OBTAINED BY THE CONTRACTOR DURING CONSTRUCTION. SYSTEMS WILL BE DESIGN/BUILD IN CONFORMANCE WITH TO FIELD ENERGY NOTES PROVIDED. INSPECTION FOR CODE COMPLIANCE 14. r�� OCCUPANCY: R-3 SFR A separate plumbing permit will be required for' � REVISED PLAN APPROVED 15. CONSTRUCTION TYPE: VB this project. Please obtain a plumbing permit CITY OF EDMONDS BUILDING DIVISION from the City of Edmonds. j 'The following documentation shall be available on �'----------------------------------' BUILDING OFFICIAL site for the building inspector: � 1.The construction project involves demolition of a significant ■ � Nov 03 2023 � portion of the existing structure. Structures that are demolished ■ to the level that meets or exceeds 75 /o of the replacement cost � APPROVED DATE COE APPROVED ARCHITECTURAL PLAN SET � � of the structure will not be allowed by city code to be rebuilt � COE APPROVED STRUCTURAL PLAN SET : � except to full -on standards for new construction. Reference � EXISTING HOUSE TO BE REMODELED. COE REVIEWED CALCULATION PACKET � ■Edmonds Community Development Code section 19.00.045. ■ NO SITE WORK PROPOSED. '. ENERGY CREDIT WORKSHEET ' � Demolition of portions of the structure is limited to that clearly 1 NO INCREASE IN BUILDING FOOTPRINT PROPOSED. ■ � shown on the approved permit plans, and will be verified by the � SITE PLAN ' ■building inspector. � NO INCREASE IN BUILDING ENVELOPE PROPOSE. :�CIVILPLAN ' �---------------------------------� • NO INCREASE IN HARD SURFACES PROPOSED. :0 Ag�roved 75% form DATED 10/27/2023 VICINITY MAP D` e`� J� 172nd Street SW '�v Amazing Grace Afh II � ,� ��Q �. echo � w �d�e Beaeh Talbot Rd \Superior Fibers � �a � 174th St SW V FrederickPl � n Saint Thomas � More Parish n i 76th St SW '�q�. ° Greenway Landscape �;;� �y�� Design and Service, Inc � _ , �a ' %�' '� `�'� � ahike path a s Cedar Park Project Site '� .� '� ; � � � � Christian School .� , , N t '• � �$OUthW@St � .'' ' � �_ .q J �'' ~ County Park ieotn st sw � r OIYmPicVte`��r o 3 "' t S W � d Stamm N � � i � Overlook Park � � ^' LEWELLEN Q � ' © � Elroi Adult Family Home � � ASSOCIATES 182ndStSw y � � Q� t s3ra5`Sw y, � s age w ay 3 � � �� `� �o� � n � w a � GP � �`' � , earn st sw 184th 5< SW � n � a 5everinghaus � �� brick and stone 4 j Summit Towers Seaview Park PERRINVILLE Lynndale Off -leash � � , � � Dog Area � n a Hutt Park learn st sw �' �_, P FQ 187th St 5W � v_ v_ ro ��`l : lti ,` - `o a � � � � � �-�<, ; Lynnwood Fire rT � � New Life C �` 3 Diamond Plumbing Seaview � �,__`_ �' _ �-Department Station 14© �.° g q and Heating � Elementary School ��~ 188th St SW Ica � � � .� 188thPISW ¢` penn Ln �'° ,c a Addicott Roofrn Inc Q ,�' ;Lynndale Park � y g 3 � � g ,astnPlsyy �_-~~' Picnic Shelter 189cnp, Crystal Falls Adult � � m ,9otn st sw sk+ ro ro Family Home � P\ys� � � Sierra Park 19otn st sw � � Cherry St �� 19�h � �9 ElementaryySchool �j Park Way � a m 7st sc sw 191st st sw Starks Massage � � 19znd St sw Q.�' Mabile &Studio � a �, 19znd Pl sw = 792nd PI SW 1�r � r "a or a I � � s �93rd PI SW 193rd Sr gW Just Flowers � � � n Edmonds pU9et�„ Restaurantt&fBar p Olympic View Deli Adventist Church Q r� Shine A Blind America � � Royal India Fine Pho� 84 © S _- q v p Dlning &Catering Puget Dr Puget�� - sza South County 524 v 19bth St SW Starbi Grace Lutheran Church Fire Station 16 � � � Edmonds � � � � QFC � Sprouts Farmers Market Guard R,a,l _■� - -_ ___ . -_ _. __ _ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ ��tt j� R �t �n """'•- ti�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.....�.�.�.� Wood PencetTYP•� � VI V�� i'�`�� 1 1/rst --- --- _ -_ - _. _-� � � _ --- ----- --_ _ vault 24,14��E /--a��Ib2 � _ � � ��. Rat wall _ � Power 7° --_. -- � I�I�ER _N Pro .arty L'�r'; ---___ ---._- _._._ ____ ,� � j j � \ � ` --._ �,� X �� UTILITY POLE -� SGRB 16�.z9-� GP6LE � � -- / \ . a -.�.� ,Eo S� ETER � 2.0$ ----- � _� o � �i '- 1b0- __,_, -- _... �_ -..__ _� cJC�- -,. El-EGT�I� M N09° 31' 32"E 53.69' NfJ7 24 06 E 88.39 � _� � ,�. ` - -rn-^-- --- �$1°�4' 35 f J 1 1 9- f � 1 I Garage �° � , ' -- J -___ -_._ -- 5 Gar b° ' - - -' --- j � �" � Are � �� - - �;a�5talr� �QQ � Pat,a �lW l ____ . � - - - ° ' 47"W 15p.41 � - - - - - il� �� 3��' � � � � � ~-�taln,�9 _ 501 19 I G.F.F. = 155.51' Garage Peak ESQ �n -�,: � r -_ -- I = 155, � � o,,rerhan9 `� I k Ares'= 7 ��'�� / Vegetat,on � - GMU � _ I Wall -'' � '� /� r, /f � `�.. `" --- .,� �. � 27.G2 ---- - - - - - , _ - , - ._ - /l _ - Ganc. Path r � Patin Black Walkway - __ -__. 1' - ) / \ I ,-- _ -� '',-.,. . � e � � Pat,© 5tane� '� , �� '�:. ..... gnck Path _ / � � Gcnc. 5talr� / f 1 POL1~ � - 1 sera Polder -� 5GP�6 J � � ____._ _____ _____��at,a�:-` --- ----- - _ ___ � � �. Cone. Path / ' t . '- -�.. ..,.. �3� 154 -� . _.. � _ *, 6M I � '- .,.,1,. midge �Phalt ,...,. ,` �. --. � Stone „1 J' Patio -__ .. UTILITY PO ,_.,. /�-, � ,� �,.� S2�o LOT COVERAGE \�''��_ -, � -.,. � ! ` i I� j�,, j � �8'r� � EXISTING LOT AREA 7423 S.F. �'''�- Y j �' � 30Q' EXISTING BUILDING FOOTPRINT 1297 S.F. �''� `�''=�,� e� � ��'�� EXISTING PAVING &WALKWAYS 1460 S.F. 1' � ..,., � r �"' � �, � � LOT COVERAGE 1297 / 7423 = 17% ,�N,, � �. `�� 1''�-,,,, \� WA-�E�M� R HARD SURFACE COVERAGE (1297 + 1460) / 7423 = 37% \� `-..,, �f', .�.. � ALL LOT COVERAGE IS EXISTING �'yp `��.,,,` o ��StiVdERM� NO CHANGES PROPOSED � b -. Nothing in the permit approval process shall be °gip - �' �. interpreted as allowing or permitting the maintena e SITE PLAN APPROVED BY PLANNING of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which NOrtn j t I I/ '4. •: :: a: u ' a � W RMETER rp, � .: G6 a.�v Wj p �. a,�-- is outside the scope of the permit application, regardless � � Nov 06 2023 of whether such building, structure or condition is shown on the site plan or drawing. Such building, uTlun POLE � No exterior expansion of structure or condition may be the subject of a separate building footprint enforcement action. . `,', �\ J % �. Gone p,rveway � 27��, 3Q0 ! �3GOQ � SAN�� K PID ��N GhR��T1AN NIF SITE DATA PARCEL# 27031300101000 PROJECT ADDRESS 9215 OLYMPIC VIEW DR PROJECT # - OWNER MARTA GADDA & MARIO CARRANZA 9215 OLYMPIC VIEW DR EDMONDS, WA 98020 ZONING RS-12 OVERLAY - ECA STEEP SLOPE (NO CHANGE IN FOOTPRINT) PARCEL AREA 7423 S.F. PROPOSED USE SINGLE FAMILY LEGAL DESRIP. SEE SURVEY DRAWI NG LIST -PERMIT SET SHEET # DRAWING TITLE A0.0 COVER SHEET, SITE PLAN A1.0 ENERGY NOTES, AVE GRADE, REPLACEMENT VALUE A2.0 DEMOLITION PLANS A2.1 FLOOR PLANS A3.0 ELEVATIONS A4.0 SECTIONS AND DETAILS A4.1 TYP WINDOW INSTALLATION 51.1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 UPPER FLOOR FRAMING PLAN 52.3 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 55.2 WOOD FRAMING DETAILS PROJECT TEAM OWNER MARTA GADDA & MARIO CARRANZA 9215 OLYMPIC VIEW DR EDMONDS, WA 98020 ARCHITECT Structural Engineering Daniel Umbach Architect LLC 7711 16th Ave NW Seattle, WA 98117 Dan Umbach, Principal ph 206.427.3871 e-mail: umbachdwC�hotmail.com CG Engineering 250 4th Ave S, Suite 200 Edmonds, WA 98020 Dennis Titus, PE, SE ph 425.778.8500 e-mail: dennist@cclenclineerincl.com daniel U N BAC H architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com sss2 REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON O z (V Q � Q to V o O z 0 Q � Q Q w Q U Q O Q W � z z w Q J W w Q � z Q o � � �W � _ W Q � I V U (./) � Q J O W / � Q `� O � � V SHEET NUMBER REVISION Oct 27 2023 DEVELOPMENT SERVI" CITY OF EDMONDS� 0 DEPARTMENT • O �BLD2023-0553 J hermit # �L�}�-�� ti1F � � ti�� .�. xf .�. �� *�`' Address: 1 OLhAPI IIIE� DR Hanle Ovtrner; MA1�TA ADDA $� 1�1ARi0 A�R�I�A C�,�tra�t�r� �y��on� R�mo��lin� Ins Yl�is �orrfi, �� be �� t� IREPLACEM ENT VALUE CALCU LATION��istir3g fame in tF�e �eurs� of a remodel. once tiemofl�t�an has met ar exceeaea ��►�a �r [r>Ie va��e or the existirrl� l��me's replacement cast (50�b in a �I�ad zone), the structure ii� be required to be rebuilt tv the standards �f new canstructian. See ECDC 19..�4� Replacement cast of existing h�rrie �,�� How way the value determined? Total repia�ement Percent re��e� Feplacer�et�t post F�ur�d�tion 51,379 9�.� ��f,1�7 floor Frarr�i ng � `16, �,�'y50 Floor � ri5 �l I�tio � 1�V�11 Fr�rning �5jj9��jj 2rVV q {5j�.{�� 1 k��.l�� 2r�J�� 1r��1 ��.�� 1�r5� 1�11 I r1�Ul�ta�r� �8, 31 � � ��.� 8, 3 � � Sl�lri� �i��,7�� .�°. �i3,�� Roof Fr�rning Roofing �tiJr�� S,�1� �5.�° �.� $1;r�� S� A44�� I1�,��l�rl ��lr�� .�J�4 ��r�� If1��V�f S � r3�, 7� � � ��.�a �.��,�� ODfS l�lurn��ng ��, `1 �� 37, � 0� 10�.��a 3�,12� ��.�° 33r39� Electril ��,�8� 9�.� �33,.�77 H11A� � 50, 7�9 9�.�� $4�, 674 � r�rwall ��pp, 3a� ��.�°. ��p, �a� ��r��l� �1�[],�7� q 1��.�4 ��SJ��9� Painting# Flooring �r�� FIr115�i�5 41r�5� �0�.�� -� �4�I,�� '�$,,�2L Other �w20,$�S Total �550, �� 1 4�,�$b Percentage R ove {Total of Calu rr 4 divided by �4umn �� equals 73.5 y� �1�1r1�r _.._ �atE _ Contractor -- �--- ---- -----_ - Date 10�� .=-, f R.et wall �„ X �� UTILITY POL � � - -+-�- --t� � - - - --N$1°54' 35��W 199_ � �ara9e �.f. '' Garage Peak flev � p 155.50 � M �� 1� � -.__. r' ,� z LEVEL 2 FLOOR AREA 1 LEVEL 1 FLOOR AREA 157.78 Power Vault ----"-----�-� i R.IBER a_ BCRB o GA61-� 161 �.;� ��EG��IG ��N09° 31 ` 32"E 53.69' - r~�ecTRlc rH�� e easement Garay terms and ��nd�t�ons receded m Dac# �0�105�005� I ��---- I I I .� 155.80 � '' �' `� _ --- N7°2q�14"E � �$ � 163.00 �� _ ,-, _ - Peak �lev. 17G•51 16.a - -�- Area - � ; �. - - m� I F.F. = 15g.14' overhang �; � 0 4'1 -_- ��-�-62 _ �- ____ _._ ._ 32.3 - � - \ �` ;� ,:... ;'� ?' '�'' �' � � Back Path \ '\ ! Gonc• Stairs �''- , � WASHER I �-- f /� T P.G SS � �- dpower � _-- 3 AVERAGE GRADE DIAGRAM 1" = 10'-0" m �. N I cMu + 61©Uk I Wall I - l Fra��' �"��' �f - l' ' � �' Above Wood _ b4 ^> Wo��talr� PAD 2703 � ; Aria = 7 ,� I �- Gonc, Path �.� � , 157.90 j 7 � r', _ � Pat,o 5tane ��g�� -^,. j. � � r.r,nc. Path 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 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. J WHOLE HOUSE VENTILATION � 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 WHOLE HOUSE VENTILATION RATE: 1501-2000 S.F. (2) BEDROOMS = 45 CFM BASE VENTILATION RATE X 1.5= 67.5 CFM REQUIRED _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 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 Below Grade Wall R-Value 10 cont. ext./15 cont. int./21 cavity with R-5 thermal break Slab R-Value 10, 2ft deep *AS MODIFIED BY TABLE 406.3 ENERGY CREDITS APPLICABLE TO NEW BUILDING COMPONENTS. daniel U M��4C H architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com sss2 REGISTERED ARCHITECT C Daniel W Umbac STATE OF WASHINGTON M N (V � � � N o � Lri 0 w � z J � Q v� �_ � W m � O � '� ca � � � ° LL W � �� Z N Q 0 0 z Q � LL Q � W U o � � z � _ o Q °� o W � o z W � w_ � > w Q � V v � J � � W Q� I..I� (V � � _ L.LJ W V Q z � W ( � Q �/ � W W > LL r ^� � V 1 z o w � w O Q z V v � rr�rr�� Q � V J O �..�..� Q � z � � W SHEET NUMBER REVISION Oct 27 2023 CITY OF EDMONDS� � 0 DEVELOPMENT SERVIC DEPARTMENT �BLD2023-0553 J \ NEW WINDOW OPENINGS � � _ I I� II%��I �� ICI — - NEW WINDOW OPENING � � � � �\\J \ i \ � �� I \ � I I I I I -� - \ I � \� �� I I �I � � REMOVE EXIST CEILING FRAMING FOR VAULTED CEILING. RAFTERS TO REM, I I \ � � � I II II II I � J �{ � � � II � — I � REMOVE EXIST INTERIOR PAR �I I II I II I II I I I � I REMOVE EXISTING MASONRY FIREPLACE I L � —�� WINDOW OPENINGS TO BE RECONFIGURED PER PLAN daniel U M�i4�C� architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com sss2 REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON W � z J � Q v� � I>11 C � G m C O � � c� � � o LL w � � z N z O Q LEVEL 2 DEMOLITION PLAN � � Q (/') U o O z 0 oc � Q o �\- CONCRETE FOUNDATION WALL TO BE REMOVED/REPLACED IN SECTIONS TO � MAINTAIN STRUCTURAL INTEGRITY Q Q — — 0 — — — — — w � — r I Q \ \ � � I I � I �' L \� T T I '� TLI � I 2 Q U I I I II � II � \ I I i� I I I I� I I � I I I y' I I I � � I II II � ,I\ � ��L I � I Q J i I I NEW OPENING @FLOOR ABOVE I , x �I � \f1 I�� I �\,�� I I � I Q[ O I \ � � � � � I \ I I Q � I I � � � � I \ �� ; I �- � � i I � � I � � I � I N � � I �I v � v = � I I� � I�—\ � ��-�� I I I W I I� � � I� � � C � I I U I I I �I � I II I� II I I I I I I � W L — — — — � I I I REMOVE EXIST INTERIOR PARTITIONS ---- — I I I I I I� I I i I II 'I I � � I � I W z I� �� REMOVE I L \ f \ � I MASONRY FROM l� � I I L.L I I � i � FIREPLACE ABOVE I I I I I —�� Q � REMOVE/REPLACE EXIST I � —� I I WINDOWS, TYP � I � , \ � � v� �\ I Q � > z � ,\�� I I i � w I Q U U_ � � J WIDEN EXISTING OPENING Q � O J O Q � W d� 1 LEVEL 1 DEMOLITION PLAN SHEET NUMBER REVISION Oct 27 2023 CITY OF EDMONDS� ^ O DEVELOPMENT SERVIC LJ DEPARTMENT �BLD2023-0553 J WINDOW SCHEDULE MARK TYPE SIZE UNIT AREA U VAL NOTES WIDTH HEIGHT FT IN FT IN 101 FIXED 2 10 3 0 8.50 0.28 VER EXISTING OPENING SIZE 102 CASEP�IENT 2 10 3 0 8.50 0.28 VER EXISTING OPENING SIZE 103 FRENCH DOORS 8 0 6 8 40.00 0.28 NEWIREFRAh�IED OPENING 104 CASEP�IENT 0 0 5 2 31.00 0.28 REFRAP�IE TO PJIATCH 102 105 FIXED 0 0 6 0 38.00 0.28 REFRAP�IE TO PJIATCH 101 108 AWNING 3 0 3 0 9.00 0.28 VER EXISTING OPENING SIZE 107 AWNING 3 0 3 0 9.00 0.28 VER EXISTING OPENING SIZE 108 CASEP,rIENTJFXD 4 0 2 0 8.00 0.28 REFRAP�IED OPEPJIhJG 109 FXD 1 6 2 0 3.00 0.28 VER EXISTING OPEhJING SIZE 110 FXD 2 9 2 3 &.19 0.28 VER EXISTING OPEhJIhJG SIZE 201 CASEP�IENTJFXD 4 2 4 0 1fi.67 0.28 VER EXISTING OPENING SIZE 202 CASEP�IENTJFXD 9 3 4 0 37.00 0.28 REFRAP�IED OPENING 203 CASEP�1ENTlFXD 9 3 6 0 55.50 0.28 REFRAP�IED OPENING 204 CASEP�IENTIFXD 9 3 4 0 37.00 0.28 REFRAP�IED OPENING 205 CASEP�1ENTlFXD 0 2 4 0 24.67 0.28 REFRAP�IED OPENING 208 ENTRY DOOR 3 0 6 8 20.00 0.28 NEW OPENING 207 FXD 0 0 0 0 12.30 0.28 CUSTOh�1 TRANSOh�1 -SEE ELEVATIOPJS 208 AWNINGJFXD 4 0 7 0 28.00 0.28 NEW OPENING 209 AWNINGJFXD 4 0 1 0 4.00 0.28 NEW OPENING 210 CASEh�IENT 2 6 2 10 7.08 0.28 NEW OPENING 211 CASEP�IENTIFXD 5 0 3 2 15.83 0.28 REFRAP�IED OPENING 212 CASEP�IENTIFXD 5 0 3 2 15.83 0.28 REFRAP�IED 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) 90 SECURITY: BUILDING ENTRY DOORS SHALL BE EQUIPPED WITH A MINIMUM 1/2" THROW DEAD BOLT. BUILDING ENTRANCE DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF SPECIAL KEY OR SPECIAL KNOWLEDGE OR EFFORT. BUILDING ENTRANCE DOORS SHALL BE EQUIPPED WITH GLASS OR OBSERVATION PORT. ALL WINDOWS WITHIN 10' OF GRADE SHALL BE LOCKABLE. =�= 4'-0" � 9'-3" �'� 9'-3" �'� 9'-3" 2 LEVEL 2 1/4" 1' 0" EV CHARGING INFRASTRUCTURE SHALL BE INSTALLED AS SHOWN TO INCLUDE A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 2-8xV E R 1 109 STORAGE (UNOCCUPIED NO WORK) LEVEL 1 A4.0 / \ A4.0 9'-3" 4'-0" 108 LAUNDRY CHUTE ABOVE LAUNDRY D W 2-8x6-8 2-8X VER 5'-5" 7'-6" 0 I N PR 2-4x6-8 110 � � NEW WALL WHERE EXIST FIREPLACE WAS REMOVED REC ROOM 6'-6" 4'-0" I 208 ABOVE 13'-6" 14'-9" NEW FOUNDATION WALL, REFER TO STRUCTURAL PLANS I VANITY 2-6x6-8 WC = � � �!/ 2-8x6-8 BA. �7�1 SHWR "' 35 / \ 2-8x6-8 �� I � PR 2-4x6-8 /�o- Y S /r 2-8x6-8 PR 3-Ox6- 103 11" 3' 4" BEDROOM I �' N EGRESS 102 101 h �� 106 daniel U M6�4C F� architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com sss2 REGISTERED ARCHITECT C Daniel W Umbac STATE OF WASHINGTON M (V � N N Q � � � Q N N 0 ll� O O Lfi 0 W � Z J � Q v� � j � O � '�-_' C~ v G N m i C � (� � o0 V � N �> �+-� ca � � - � �. � O W � � � z � N Q 0 0 z Q � LL Q U o O z ��// O LL Q Q Q W rQ V_ V � Q J O � � Q � W U z W �.�..� LL Q z o � � z W Q > U v � � � I..I� o J O o � O J �r� `.J (V dl SHEET NUMBER REVISION Oct 27 2023 CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT • �BLD2023-0553 J ------------------------------------------------------------------------------------------------183.62 HEIGHT LIMIT — �a� lel EXISTING ROOFING TO REMAIN I I n � �� architect NEW WINDOWS TYP THROUGHOUT 7711 16th Ave NW � — � � Seattle, WA 98117 I I � Ph: 206 427-3871 I I I I = dan@umbacharchitect.com I I � I I I o sss2 REGISTERED I N ARCHITECT I EXISTING GUTTER &DOWNSPOUT I Daniel W Umbac STATE OF WASHINGTON i i / i I S.G. S.G. PROPERTY LINE �� \ \ � \ � cV Q I S.G. S.G. S.G. � � � o I LEVEL 2 0 i W � Z 160.0 � O �� S-�S.G. S.G. Q �n - � - -- -- - ------------------- - - i 158.62 AVE. RADE � �� — - — -- - -------------------- -- � ------------------- �" - LEVEL1 I ISAFETY GLAZING WHERE NOTED "S.G.' (� � ]�� ❑❑❑ � DODO WEST ELEVATION � EXISTING SIDING THROUGHOUT, C �O REPAIR REPLACE ONLY AS REQUIRED � �� W � \ /L\ � Z N 1 V O z Q � � Q 0 U o O o � � Q � ,, LEVEL 2 __==� ' � o �� ,, ❑ Q� �,� a w I�� Ili �� i ili = � �; �, NEW SPIRAL STAIR BEYOND �Q � I�-===�,i �.J CC � � _ —�! G __� �;� LEVEL 1 �'' � ��' LEVEL 1 NEW �� / J �/� O 48.92' LL EAST ELEVATION Q N dl EXISTING ROOF LINE w --� U I I / EXIST MASONRY CHIMNEY z � � TO BE REMOVED w I I I I W Q � � � � �l z � \ I � � I oc � � s.�. DI_ — z Q> � �_ O LEVEL 2 � Q J Q � o > o � w Q ��w EXISTING GARAGE NO WORK LEVEL 1 SHEET NUMBER REVISION EXISTING DECK AND STAIRS TO BE REPAIRED Oct 27 2023 CITY OF EDMONDS� � 0 DEVELOPMENT SERVI - DEPARTMENT SOUTH ELEVATION NORTH ELEVATION �BLD2023-0553 J daniel NEW PLYWOOD WHERE REQ'D PER STRUC NEW GWB EXISTING FLOOR & NEW FLOOR FINISH � EXT. WALL CAVITY SUL, FILL �- �� R-21 BATT INSUL o°o°o 00000 00000 ,00000 000°o -00000 00000 000°o 00000 ,00000 -00000 .00000 00000 NEW CONC FND PER STRUCT o 0 00000_ 0_ e a, _ 00000 00000 e 2x4 P.T. FURRING 3" W/CLOSED CELL 00000 a � ae_ _ RIGID INSULATION, R-21 MIN oo°o° a ^o_ _ °�°�° " 1/2" GWB a. . _ d" P.T. 2X4 PLATE � _ � da FINISH FLOORING 00000a� 0 0 "- � _ OVER RESILIENT PAD NEW SLAB ON GRADE 00000 00000 °0000 .a„ =� - a LI _ a .. 0 000 a .� ., �O�O C a a � a_ d � o� ° � - as-,- � � � � - C 4 4 - O O _ � 2. � � � � a - - _ � _ a a a _ -_ _� ,- - _ - � a _ a - _ as e . a a.P. :6a a a a" a a a a � � � � � � R-10 RIGID INSUL, 24" MIN @PERIMETER OF �� III III NEWSLABIIIII �� III 4" FND DRAIN IN 12" DRAIN ROCK W/ FILTER FABRIC OVER 6 FOUNDATION WALL 1 1/2" 1'-0" 2 BUILDING SECTION 3/8" 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 �o�or°°�°o° ° °o$o$� � � R-38 MIN TOTAL EXISTING 2x4 ROOF JOISTS � ° ° o 0 0°0°0°0 0 °-o°o°0 0 0 0°0°0°0°0°0°0 o f �� EXISTING GUTTER & 0 0 0°0°0°0°0°0°0°0° °o FASCIA 0 0 0 0 0 0 0 0 0 0 0 -- 0 0 0 0 0 0 0 0• o 0 0 0 0 0 0 0 0 0 0 0 0 0 NEW 2X8 ROOF JOISTS � °°°°°°°°° °°°°°°°°° � o o°o 000000000 ct o o�o_o_o�o NEW BEAM, TRIMMED PER STRUCT +/- 6'-9" BOTTOM OF BEAM — EXISTING CLG. TO BE REMOVED 5 EAVE DETAI L NEW CLG. +/- 6'-8" LEVEL 2 � 57.50' LEVEL 1 EXIST � 50.00' V LEVEL 1 NEW � 48.92' f EXISTING SHEATHING &SIDING NEW R-15 BATT INSUL AT EXISTING 2X4 CAVITY NEW C FOUNC 1 BUILDING SECTION EXISTING ROOFING &SHEATHING I I n n �� I' NEW 3.75" CLOSED CELL SPRAY FOAM architect INSULATION, R=6.2 PER INCH MIN NEW 3 1/2" R-15 BATT INSUL _ , — °o°°0°00 7711 16th Ave NW R-38 MIN TOTAL � —'o oo°o 0 0000000o Seattle, WA 98117 ° ° ° ° ° ° ° EXISTING 2x4 ROOF JOISTS ° °°°°°°°°°°° ° ° ° ° Ph: 206 427-3871 EXISTING GUTTER & �� o 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 °°°° °°°°°°°°°°°°°°°°�- dan@umbacharchitect.com FASCIA o 0 0 0 0 0 0 0 0 0 0 —_„ o 0 0 0 0 0 0 0 0 0 0 0� NEW 2X8 ROOF JOISTS o°o°o°o°o 0000°o°000 o s- °°°°° °° °°°os o— o°o°o°o°o o-° J — _ ,= sss2 REGISTERED i ARCHITECT HEADER PER STRUCT NEW TRIM EXISTING CLG. TO I/I�� DanielW Umbac _� NEW CLG. BE REMOVED STATE OF WASHINGTON HEAD FLASHING BEHIND WRB � �o_ �i NEW WINDOWS C1n N N � � � N EAVE Cc� WINDOW HEAD o 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 DOOR HEAD @BASEMENT DOORS > SILL .GORING &BASE NEW R-21 BATT INSUL 11:�1u1 w � Z J � Q v� W C � G m � O � '� 5 � L O LL W � � � Z N O O z Q LL Q � U o O z ��// O LL Q Q Q W Q V_ � � Q � J �/��/ O LL Q � W U z � w � o � Q w � � w Q z � z � � � w Q Q > � � � z ��o Q� O � �, V V � V 1 SHEET NUMBER REVISION Oct 27 2023 CITY OF EDMONDS�� O DEVELOPMENT SERVIC DEPARTMENT �BLD2023-0553 J SIDE STEP 1 INSTALLED BY FRAMER DO NOT FASTEN FLASHING. LEAVE UNATTACHED FOR BRIER TO TUCK IING STEP 2: INSTALL "MOISTOP" CORNER SHEILD AT END OF JAMB-(3) FASTENERS & 3/8" "MOISTOP" SEALANT AT TOP EDGE 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 STEP TI-IRI 12 4T P�TI(l fl(l(lRC 4nlfl 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 o/ 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 D 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 C'TCI7 7 INSTALLED BY SIDER STEP 8 INSTALLED BY SIDER C` T C n 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 JAMB STEP 1: SILL FLASHING STEP 4: JAMB FLASHING STEP 1: SILL FLASHING INSTALL WINDOW IN ACCORDANCE w/WINDOW MFG's REQUIRMENTS. 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 daniel U N"�,4CH architect 7711 16th Ave NW Seattle, WA 98117 Ph: 206 427-3871 dan@umbacharchitect.com sssz REGISTERED ARCHITECT Daniel W Umbac STATE OF WASHINGTON O O z Q � Q to V o O z 0 CQ � G � o Q 0 w 0 � Q U_ Q � � � � Q W V z W 0 W Q N z o � w Q � V v \ � Q 0 Q d� z 0 Q J J Q z 0 0 z SHEET NUMBER REVISION Oct 27 2023 CITY OF EDMONDS� w DEVELOPMENT SERVI - 4 DEPARTMENT �BLD2023-0553 J STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING CODE REINFORCING STEEL LUMBER TYPICAL FRAMING NOTES 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA 1. BEARING WALL FRAMING PHONE (425) 778-8500 SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: FAX (425) 778-5536 WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) DESIGN LOADS SUBMITTED. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR &WINDOW HEADERS NOT CALLED OUT ON THE PLANS. SLEEPERS DOUG-FIR STUD 700 - HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. DEAD LOADS: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 ROOF 15 PSF WELDED WIRE FABRIC 12 AT SIDES AND ENDS. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT FLOOR 15 PSF 2x JOISTS AND PLANKS HEM -FIR #2 850 - CALLED OUT OTHERWISE SHALL BE TWO STUDS. DECK 10 PSF REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI PLATES AND BLOCKING HEM -FIR #2 850 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS 2. WALL BASE PLATE ON CONCRETE LIVE LOADS: SHALL BE PER SCHEDULE. 6x AND LARGER BEAMS AND DOUG-FIR #2 875 ROOF (SNOW LOAD) 25 PSF STRINGERS WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, FLOOR 40 PSF MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO 4x AND SMALLER BEAMS AND BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER DECK 60 PSF APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE STRINGERS HEM -FIR #2 850 - ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE Z5 M• ?+ EARTHQUAKE LOADS: EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" ��oF 1PAS� I�'�. HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. q �'�' �� l�'G� � EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN �� ,v �, CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY 3. ROOF AND FLOOR FRAMING vy SITE CLASS D (DEFAULT) MINIMUM LAPS AND EMBEDMENT VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. ,� SHORT PERIOD SPECTRAL RESPONSE ACCEL (Ss) 1.303 PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM �� L ��Z ,��; ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.461 UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD UNO. INTERMEDIATE 8 -0 OC BLOCKING NOT REQ D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF 4'S SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDs) 1.042 BELOW: FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. ZONAL ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDi) 0.565 ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED RISK CATEGORY II f'c - 3000 PSI WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING ON PLANS AND DETAILS. IOC 2O/ 23 SEISMIC IMPORTANCE FACTOR (IF) 1.0 SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL SEISMIC DESIGN CATEGORY D DEVELOPMENT LENGTH LAP SPLICE MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: 4. DIAPHRAGM NAILING BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS BAR TENSION COMPRESSION TENSION COMPRESSION NAIL SHANK � MIN LENGTH RESPONSE MODIFICATION FACTOR, (R) 6.5 SIZE ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE REDUNDANCY FACTOR (p) 1.3 TOP BARS OTHER ALL BARS TOP BARS OTHER ALL BARS 8d COMMON 0.131Q� 2 1/2" SHANK PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING SEISMIC RESPONSE COEFFICIENT (Cs) 0.160 BARS BARS 10d COMMON 0.148Q1 3" SHANK FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. #3 22 17 9 28 22 12 W =TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. 12d COMMON 0.148Q1 3 1/4" SHANK THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH #4 29 22 11 37 29 15 FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. BASE SHEAR V , V - C W - SDs W 16d COMMON 0.162Q1 3 1/2" SHANK ( ) - s - R I #5 36 28 14 47 36 19 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING 5. ALLOWABLE STUD AND PLATE PENETRATIONS J WIND LOADS: #6 43 33 17 56 43 23 MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"� x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED � � #7 63 48 20 81 63 27 WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN Q � BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING � EXPOSURE D #8 72 55 22 93 72 30 ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. o o ~ PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN - o� KZT 1.99 NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. z � � ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS p m N f'c = 4000 PSI OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE � � w SEE PLANS FOR ADDITIONAL DESIGN LOADS. N � SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. 6. GYPSUM WALLBOARD NAILING � DEVELOPMENT LENGTH LAP SPLICE � � � STATEMENT OF SPECIAL INSPECTIONS ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS BAR TENSION COMPRESSION TENSION COMPRESSION CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG � � � SPECIAL INSPECTIONS ARE NOT REQUIRED. SIZE TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED W w w TOP BARS OTHER ALL BARS TOP BARS OTHER ALL BARS WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE � � � BARS BARS BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, WALL. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. #3 19 15 8 24 19 12 SCREWS, OR BOLTS IN EACH MEMBER. EXISTING BUILDING N N FOUNDATIONS: SPREAD FOOTINGS W � � #4 25 19 10 33 25 15 INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE � � O SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN #5 31 24 12 41 31 19 (MINIMUM) AS MEMBERS CONNECTED. 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 111 O #6 37 29 15 49 37 23 GALVANIZATION REDESIGN. O � ALLOWABLE SOIL PRESSURE: 1500 PSF � #7 54 42 17 71 54 27 Y UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS Q �, LATERAL EARTH PRESSURE: #8 62 48 19 81 62 30 ACCORDING TO THE FOLLOWING TABLE: PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. � UNRESTRAINED: 35 PCF +ANY APPLICABLE SURCHARGE NOTE: GENERAL RESTRAINED: 50 PCF +ANY APPLICABLE SURCHARGE UNTREATED ACQ-C CBA-A OTHER OTHER PT DESIGN: ZSH 1. ALL LENGTHS ARE IN INCHES. GALVANIZATION CCA-C SBX ACZA PASSIVE: 300 PCF WOOD ACQ-D CA-B BORATE WOOD 2. ALL LAP SPLICES ARE CLASS B. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND DRAWN: JOS COEFFICIENT OF FRICTION: 0.35 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF G90 X X X MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. G185 X X X X X X CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CHECK: DMT ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS HDG X X X X X X JOB NO: 22373.1 0 REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONCRETE WALL REINFORCING CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW STT300 X X X X X X X X OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. DATE: 05�04�23 COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. � PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR THICKNESS REINFORCING PLACEMENT G185 - 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE HDG =HOT DIP GALVANIZED PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. 6" WALLS #4 @ 13" OC EA WAY CENTERED SST300 -TYPE 316E STAINLESS STEEL THAN 10% FINES (PASSING THE #200 SIEVE). CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL 8" WALLS #5 @ 15" OC EA WAY CENTERED ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE RATED SHEATHING THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 10" WALLS #4 @ 16" OC EA WAY, EA FACE ONLY WILL NOT SATISFY THIS REQUIREMENT. TEST METHOD D1557. RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE CONCRETE COVER ON REINFORCING IN CONFORMANCE WITH IBC STANDARD 2303.1.5. 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 BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" ENGINEER. ARCHITECTURAL SPECIFICATIONS. FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT CONCRETE EXPOSED TO EARTH AND WEATHER: NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. #6 BARS AND LARGER 2" STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL #5 BARS AND SMALLER 1 1/2" PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. SHALL MEET THE FOLLOWING MINIMUM STANDARDS: J CONCRETE NOT EXPOSED TO EARTH OR WEATHER: w CONCRETE SLABS, WALLS AND JOISTS 3/4" SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) Q COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF BEAMS &POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 CQ ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS CONCRETE GENERAL NOTES RIMS &BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - c w (AC1301). w , (n VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE BEAMS &POSTS LVL 2.0E 2,600 285 2,510 ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 PER CUBIC FOOT. HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - w CONCRETE STRENGTHS AT 28 DAYS (f'c) AND MIX CRITERIA SHALL BE AS FOLLOWS: PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER (, � (V 0 TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. Z MAXIMUM MIN CEMENT W TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER W PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS Q > SHRINKAGE STRAIN MANUFACTURES RECOMMENDATIONS. RATIO YARD OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE _ � J SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. GLUE -LAMINATED TIMBER (� w U Q FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD � � POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARI<AND SHALL BE ACCOMPANIED WALLS 4000 PSI 0.45 5 1/2 SACK N/A BEYOND JOINT. BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE Q FOLLOWING MINIMUM STANDARDS: ~ THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF ICI J SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND SPAN COMBINATION Fb Z 0 0 ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH Z AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE SIMPLE SPAN BEAMS 24F-V4 2400 PSI Q O SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI � � � ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BEAIR-ENTRAINED IN ACCORDANCE BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR Q N � � � WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. APPROVED BY THE STRUCTURAL ENGINEER. U O� W (%� � *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS SHEET: NOTED. EVI Oct 27 23 ■ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL � � �=� � �=� � �=� � �=� � � — — — — — EXTENT OF FRAMING GRANULAR FILL STRUCTURAL STEEL COLUMNS � � COLUMN BEARING ON BEAM RATED SHEATHING P BEAM CONTINUOUS OVER SUPPORT SHEAR WALL SWX (SEE SCHEDULE) �'� CONCRETE WALL COLUMN MARK G� (SEE SCHEDULE) BEARING STUD FOOTING MARK O WALL (SEE SCHEDULE) NON -BEARING HOEDOWN MARK STUD WALL (SEE SCHEDULE) BEARING STUD HANGER MARK O SHEAR WALL (SEE SCHEDULE) NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. �/� �V ABBREVIATIONS (A) ABOVE HORIZ HORIZONTAL AB ANCHOR BOLT KP KING POST KIPS PER SQUARE INCH ALT ALTERNATE KSI ARCH (B) ARCHITECT MECH MECHANICAL MOMENT FRAME NEAR SIDE BELOW MF BLKG BLOCKING NS BM BEAM OC ON CENTER OPPOSITE BOT BOTTOM OPP BTWN BETWEEN PL PLATE PLACES POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT CJP COMPLETE JOINT PENETRATION PLCS CLR CLEAR PSI CMU CONCRETE MASONRY UNIT PSF COL COLUMN P/T POST TENSIONED CONC CONCRETE PT PRESSURE TREATED REINFORCING CONN CONNECTION REINF CONT CONTINUOUS REQ'D REQUIRED DBL DET DOUBLE SCHED SIM SCHEDULE SIMILAR DETAIL DIM DIMENSION SOG SLAB ON GRADE STANDARD EA EACH STD ELEV ELEVATION SW SHEAR WALL TOP OF CONCRETE EXIST EXISTING TOC EXP EXPANSION TOS TOP OF STEEL TOP OF WALL TYPICAL FLR FLOOR TOW FDN FOUNDATION FOOTING FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM TYP FTG UNO UNLESS NOTED OTHERWISE FS VFY VERIFY VERIFY IN FIELD FH VIF GLB VERT VERTICAL C G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 i J � H ~ H � Z � m O m � � � w � � � � H H U � � � � � W w w 0 a a m m w�� Q �O � � I i O� O .� Y Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W 0 O � w w � � � � w � U N Z W O � � � w U Q � � � N J (n � Q Z � � o �� Q N � U O� w SHEET: NEVI opt 2 02 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (� W 0 Z J Q U cn w a Z BLD2023-0553 �I FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN NOTES: 1. REFERENCE TO SLAB ELEVATION SHOWN ON PLAN AND VERIFY W/ ARCH DRAWINGS. EXTERIOR FOOTINGS SHALL BEAR A MIN OF 1'-6" BELOW ADJACENT GRADE. 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE SOILS REPORT. 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ #4 @ 12" OC EA WAY CENTERED IN THE SLAB. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 4. REFER TO PLAN AND "CONCRETE GENERAL NOTES" ON SHEET 51.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/54.1 FOR CONTROL JOINT CONSTRUCTION. 5. FQ INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET 53.1 FOR SIZE &REINFORCEMENT. 6. REFER TO SHEET 54.1 AND 54.2 FOR FOUNDATION DETAILS. 7. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET 51.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 8. FOUNDATION LEVEL HOEDOWNS ARE SHOWN ON MAIN FLOOR FRAMING PLAN. REFER TO HOEDOWN SCHEDULE ON SHEET 53.1 FOR HOEDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOEDOWN ANCHOR BOLT LOCATIONS. 9. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET 53.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 11. REFER TO DETAIL 3/54.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 12. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACI<FILL &DRAINAGE BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. / � ""J' J�^V .,,. v"^v� EXIST FOUNDATION 2'-0" 0 2'-0" 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 J � Q Cam_ Cam_ G z G m O m � � � w � � � � H H U � � � � � W w w 0 a a m m w�� Q o � � li o o � Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W 0 O C c �..�.� �.I..� � � Z W � � Q U � N J W W O � Z w U Q O � � � c J � ICI O 0 0 Q Z Z � Lf') � � O acyo U o� w L� � SHEET: tEVI opt 27 02 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 ALIGN W/ HOEDOWNS ABOVE 0 /$W6 UPPER FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" TYPICAL FLOOR FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/55.1. 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 3. ALL DIAPHRAGMS UNBLOCKED UNO BY NOTE 4. 4. REFER TO SHEET SS.1 AND 55.2 FOR TYPICAL FLOOR FRAMING DETAILS. 5. ��\ INDICATES COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. 6. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2"� HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. 7. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOEDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 8. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4x6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 9. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 10. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 11. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT HANGERS W/ MAX NAILING. 1 � EX BM �I m d EXIST DECK m Ix JOISTS � Ix � EX BM � �� VERIFY/PROVIDE SPECIFIED N HOEDOWNS AND SHEARWALL n NAILING PER NOTES & SCHED, TYP 2'-0" 0 2'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 i J � Q Cam_ Cam_ G z G m O m N � � W � N � � � � U � � � � � W w w 0 a a w�� m m Q o � � li o o � Q DESIGN: ZSH DRAWN: JOS 4'-0" CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 Z Q ^� 1..� J 0 O Z �..I..� � � � /'Q// LL W U � L� N Z W W 00 � o > a, 0 W U Q 0 � � � J � L.� ICI J � Z O � � Z � � O � Q N � � U O� w � � SHEET: REV opt 20 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. 3. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 4x6 HF#2 WHERE MAXIMUM SPAN = 5'-0". 4. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x6 HF#2 WHERE MAXIMUM SPAN = 4'-6". 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. r�:��r�:irrya:��Y:�■r•�:i��.�a�:z•1•»�:�a► u►�e�.�::rai��l 8. REFER TO DETAIL 3/55.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 9. jQ,1 INDICATES COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. 10. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 11. ALL DIAPHRAGMS UNBLOCKED UNO. 12. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 13. HOEDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 14. VERIFY SHEAR WALLS INDICATED. IF SHEATHING IS NOT PRESENT, PROVIDE PER SHEAR WALL SCHEDULE AND PLAN. WALLS MAY BE SHEATHED ON EITHER THE INTERIOR OR EXTERIOR. FLAG NOTES: TOP OF BEAM TO BE FLUSH W/ TOP OF TOP PLATE. 2'-0" 0 2'-0" 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 J � Q Cam_ Cam_ G z G m O m N � � W � N � � � � U � � � � � W w w 0 a a m m w�� Q o � � li o o � Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 W 0 � w Z W � U N Z W (� o > � a, Z w U Q � � � � Q Q � � z O � Q z � � � o p N � � Q U O� w � � SHEET: tEV opt 2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 SHEAR WALL SCHEDULE MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY SHEATHING EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE RIM/BLKG FOUNDATION SILL PLATE SIZE (pLF) BELOW 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 5'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 4'-0" OC 2x 455 15/32" 3x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 3'-0" OC 2x 595 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-6" OC 2x 706 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4"� AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 2'-0" OC 2x 910 15/32" 3x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4"� AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-6" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES &RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"� @ 3.5" OC, 2SW4 = 0.131"� @ 2.5" OC, 2SW3 = (2) 0.131"� @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 3/4"� SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL C1 (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTE 2 C4 4x6 HF#1 4x6 HF#1 - 05 4x8 HF#1 6x6 DF#1 - C6 4x10 HF#1 6x8 DF#1 - C7 6x10 DF#1 6x10 DF#1 - C8 TS4x4x1/4 TS4x4x1/4 PL 3/4 x 5 x 0'-10" NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 3/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) MST37 (2) 2x (11) 16d EA END - 2,355 O2 MST48 (2) 2x (17) 16d EA END - 3,640 30 HDUS (2) 2x (14) SDS 1/4" x 2 1/2" SCREWS 5/8"S6 4,340 C HDU8 4x DF#2 (20) SDS 1/4" x 2 1/2" SCREWS 7/8"� 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 10/55.1 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 11 & 13/55.1 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. REFER TO DETAIL 9/55.1 FOR INSTALLATION OF ROD FLOOR TO FLOOR HOEDOWNS. REFER TO DETAIL 12 & 13/55.1 FOR CONNECTION OF ROD HOEDOWN TO BEAM BELOW. 4. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 6/54.1. 5. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #5 EACH WAY BOTTOM - NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Zg M. T .�� of wAs� I�'�. q�w � ��,� H� (�+,� , m .. vi. sSIONAL 10/ 20/ 23 J J � H ~ H � Z � m O m � � � w � � � � F- F- U � � � � � W w w 0 a a m m W � � Q O � � I i O O .� Y Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W 0 O w � � w � � w � U � N Z W O � � � w U Q � �� Q � � � z o � 0 a Z w � � o = Q N o U Urnw (� � SHEET: EVI opt 27 02 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 „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 BE SUBSTITUTED FOR ALL FILL JOINT WITH SEALANT SLAB REINF AT CENTER OF SLAB 90° HOOKED BARS PROVIDE 5/8"� x 2'-0" OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO o 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 Q o = � x x x x x x • o 0 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"� 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 1'-0" MIN. TURN DOWN PERFORATIONS AS SHOWN O O°° Q° O °0 SOD O O °O o� 0 00 o � 0 ° 00 ° Q o O DOoO o00 /�/ 1 I I 1 LINE OF MAX EXCAVATION. � IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = 1'-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 HOEDOWN SCHEDULE. INSTALL W/ HILTI HIT-HY 200 EPDXY PIPE 2 �. 1 p�,� ,- TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF oX Q m� VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D ' LOWER BOF AS REQ'D _ z PIPE TRENCH EXCAVATION PARALLEL 9" MIN 1D � TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1" = 1'-0" \ w f SCALE: 1/2" = 1'-0" NOTE: WHERE CONCRETE WALL WITH HT > 3'-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 SCHED END STUD AS REQ'D HOEDOWN PER PLAN CONTROL JOINT OR AND SCHED CONSTRUCTION JOINT THREADED ROD AS REQ'D FOR HOEDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO 11 ��, II TOP OF FTG I I I I II II I I FILL W/ CONC. AFTER I I �� FLOOR &ROOF CONCRETE I FRAMING COMPLETE SLAB ON I I GRADE II I I NOTE: ARCHITECT &ENGINEER SHALL APPROVE JOINT LOCATIONS PRIOR TO _ � CONSTRUCTION m� HOEDOWN DETAIL % TYPICAL ISOLATION JOINT DETAIL SCALE: 1" = 1'-0" • SCALE: NTS SHEAR WALL PER PLAN AND SCHED HOEDOWN PER PLAN AND SCHED II Irl I I SQUASH BLKG TO MATCH HOEDOWN I I CHORD ABOVE II II II II EXISTING II - CONCRETE II STEM WALL I I � II I TOP OF u EXISTING FOOTING HOEDOWN DETAIL (EXIST FOOTING SCALE: 1" = 1'-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 jpC X X X X _ z o ° �o o ° o ° ^ � I I °°o° ° o o°p °°o° Oo o� O° o Oo o l � o 00 0 0 �o 00 _� 1 � � � I M U 1 MAXIMUM SIZE &REINF SLOPE pER PLAN &SCHED CONTINUOUS FOOTING DETAIL 1 O SCALE: 1" = 1'-0" NOTE: RAISE STEM WALLAS 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 PER PLAN � X X X 1'-0" MIN ,, TYPICAL SLAB STEP CONC SLAB ON GRADE r SLAB REINF AT CENTER OF / SLAB OR AT TOP AND BOT Q 1 1 TYPICAL SLAB ON GRADE DE SCALE: 1" = 1'-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 � � N O°o °O Q �o z_ io r, O O o O O D ° O Oo 0 0 ° O ° o0 00 O 00 °00�0 DO Oo 0 FOOTING DRAIN SHEAR WALL SCHED (2) #4 CONT TOP PROVIDE BLOCI<OUT AT DOOR OPENINGS 0 0 � SLAB ON GRADE AND SUBGRADEPER ® FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL LOWER FLOOR ELEV ® PER ARCH X X X — — — Oo o°o Oo o� Do � °o o°O o,° o°O 0 o°O III III= (3) #4 CONT BOT ® — — —® � PER DETAIL 5 8" � 1'-6" TYPICAL STEM WALL DETAIL � � SCALE: 1" = 1'-0" m U ALT HOOK AS SHOWN MIRADRAI� TIGHT LI FOUNDATION BACI<FILL W DRAINING MAl FOOTING RETAINING WALL SECTION 1 � SCALE: 3/4" = 1'-0" � � u I nD cDl I('G ENCINEE R111rC 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �� Zg M. ?, j�G .�� og wAs$ a FRS TO MATCH �`� � DOTING A REINF � as� o��ti � SIGNAL 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" = 1'-0" J J � ~ H H � Z � m � co � � � w � � H H U � � � � � W w w � a a m m � � O � I i O O .� Y � � DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 �.IJ 0 0 �.IJ �.IJ �/ � W � U N Z W 0 0 w U Q � � J O Q Z � � 0 Q N 0 U � W SHEET: tEVI opt 27 CITY OF ED � DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 V Q W 0 Z O Q 0 Z w O L� � C GI STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED —n-------�— — I�j II ICI II HEADER PER PLAN II II � I I II II I I • I I I•I I I I I I I•I I I I I I I .II I II II I I I CRIPPLE STUDS PER I I I I I j I I I I PLAN; DO NOT CUT IIII I I•I I•I I I• AWAY MATERIAL FROM I• I I I I I• I I I CRIPPLE STUDS j I I I I II I I II I •I I� I I I I I 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 HOEDOWN CHORD IIII IIII I I II I I I •I I I I II I I I I I I II I I I I' I I I IIII II II I.I II IIII I I I IIII I•I I I I 11 I.I I I II I I' I I.I I I I 11 IIII I I I II I I I II I I I.I I I� I II I I I IIII II II I.I II IIII I I I I•I I I I 11 I.I I I II I I• I•I I I.I I I j AB W/ SIMPSON BP II I I II I I I• I II I 11 I PL WASHER, TYP I•I II I •I I• I I I•I I II 11 PT SILL PL PER SHEAR II I I I I I•I I I� I I I I I I WALL SCHED I•I .I I I I I A I.I II I• 1------1 I � II --�— J1 ii _ z II II �� _ -III—III- CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOEDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN 1'-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = 1'-0" ------�-------�-------�-------�-----rl, I'I I'I I'I I•I I I•I II II II II III II II II �I II� II II II II II II II III II II II II III I'I I'I I'I I•I I I. II I II II II II II I FRAMING AT ADJOINING I I I I•I I I PANEL EDGES PER SHEAR I I I I I II II II I'I WALL SCHED I I II II I I I I I I I I I I I• I II II II II III II II II II I'I I•I I•I I• II II II II II •— ,J U ;-- ;--�•H— ;-- ;—� F•-- � - -� r------ i i------ i i----- �•� I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II __ II II _1L------�L------� ------ II II I II II II II II II II II II 1L—�——1L------1 I-1 I I- I I I I AB SIZE AND SPACING I I I I �/ PER PLAN AND SHEAR � � I�� WALL SCHEDULE, TYP RIM BOARD �� OR BLOCING 11 C� -III III- -III III- -III- EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"� x 3" NAILS @ 9" OC (2) ROWS OF 0.131"� 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" = 1'-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOEDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOEDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOEDOWN BOLTS HOEDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOEDOWN ANCHORAGE PANEL EDGE NAILING PER SHEAR WALL SCHED CONTINUE HOEDOWN 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"� 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" = 1'-0" NOTE: STAGGER SHEATHING AS SHOWN. INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP I 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN I II I I �I CONTINUOUS PANEL EDGES I I I I I I I I II II I I II I II I I II I SUPPORTED II PANEL EDGES I I I I I I I I I I 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"� x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOP CHORD / SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"� CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE I 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"� x 3" NAILS @ 9" OC � EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"� 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 SIM BEAM PER AND SCHE SIMPSON LTP4 A35 FRAMI� ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER FL/'11V ui�n�.,.►.� 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"� x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = 1'-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"� x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOEDOWNS: PROVIDE FULL HT HOEDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = 1'-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = 1'-0" SOLID STUDCOLU��IV 1 L�, 1 L�� 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 v� _ o� a � J LL Lu PERPENDICULAR TO STUD WALL STU D WALL ENCINEE R11111C 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M T .�� og wasp j�G ��`�, �g,/� ��'� � ram. "� o,�sl �� ANAL 10/ 20/ 23 J J � Q H H � Z � m O m � � � � � w � � H H U � � � � � W w w � a a M M W � � Q O � � I i O O .� Y Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J 0 O W �.IJ _ �/ �.IJ � U N Z W 0 0 % � w U Q � � � N J O Q Z � � O � � U � � SHEET: tEVI opt 27 CITY OF ED � DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 �� r O �i p C G SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM STUD WALL PER FRAMING PLAN NOTES � STUD WALL PER f FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN SHEATHING AND NAILING SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE PER PLAN AND SHEAR AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES WALL SCHEDULE OR OR STRUCTURAL NOTES STRUCTURAL NOTES SHEATHING AND SHEATHING AND NAILING PER PLAN � `NAILING PER PLAN 2x CONTINUOUS RIM � f SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING BREAK SHEATHING AT AT PLATE UNO _� RIM AND PROVIDE PANEL NAILING EA SIDE OF PANEL EDGE NAILING JOINT PER SW SCHED PER PLAN AND SHEAR WOOD JOISTS PER PLAN AND WALL SCHEDULE OR SCHEDULE PANEL EDGE NAILING JOISTS PER PLAN STRUCTURAL NOTES PER PLAN AND SHEAR AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS WALL SCHEDULE OR NOTE: ONLY STRUCTURAL NOTES NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 A. TYPICAL FRAMING B. ALTERNATIVE SHEAR WALL FRAMING SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES TYPICAL STUD WALL FRAMING DETAIL -EXTERIOR WALL PERPENDICULAR TO JOISTS SCALE: 1" = 1'-0" TYP SECTION SCALE: 1 1/2" = 1'-0" FLOOR SHEATHING PER FRAMING PLAN NOTES SIMPSON HUTF SERIES HANGAR SECTION SCALE: 1" = 1'-0" BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM SIMPSON LTP4 OR A35 FRAMING ANCHOR PER SW SCHED. (CONTRACTOR OPTION) BREAK SHEATHING AT PLATE UNO PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN WOOD JOISTS PER PLAN AND SCHEDULE C. ALTERNATIVE SHEAR WALL FRAMING NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 1 (4) 10d NAILS 2x DECIUNG 2x WOOD I I I I I RIM JOIST � DECK JOISTS PER PLAN (3) 0.131"� x 3" NAILS EACH END WOOD JOISTS PER PLAN AND SCHEDULE 2x WOOD BLOCKING ATTACH JOIST TO @ 4'-0" OC MAX CONTINUOUS RIM BOARD W/ SIMPSON LUS EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STU D WALL FRAMING DETAI L SCALE: 1" = 1'-0" FLOOR SHEATHING 7 PER PLAN NOTES - 2x NAILER RIPPED TO WIDTH 2x NAILER OF BEAM W/ 5/8"� CARRIAGE BEAM PER PLAN BOLTS @ 24" OC STAGGERED EACH SIDE OF WEB -----� I � I � I� � I I WF BEAM PER PLAN JOIST AND HANGER PER COLUMN CONN PLAN AND JOIST SCHED PER DETAIL 4 TIMBER COLUMN PER PLAN BEAM PER PLAN AND SCHED SECTION SCALE: 1" = 1'-0" SHEAR PLATE DETAIL 7 SCALE: 1" = 1'-0" SERIES HANGERS DECK CONNECTION SCALE: 1" = 1'-0" NOTE: REFER TO TYPICAL STUD WALL FRAMING DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT 1/2" TYP E: :R TO DETAIL 7 FOR IRMATION NOT :IFICALLY CALLED OUT. SHEAR PLATE DETAIL 8 SCALE: 1" = 1'-0" ENCINEE R11111C 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M T .�� og wAs$ j�G '4 ��, ,,��a/�p� J'`j'� t1� // 'v�, ,� L�p��.ti�•�� "�IUO�N�AL 10/ 20/ 23 i H ~ H � Z � m O m � � � w � � � � F- F- U � � � � � W w w � a a m m w�� Q O � � I i O O .� .� DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 W 0 � O Q � w � � w � W _ � � 0 w 0 z � o � o oo Z � � � � w U Q Q � � � � Q � � z O � � Q z � �n o O � Q N 0 U � W � � SHEET: tEV �— o�t CITY OF S � DEVELOPMENT SERVICES DEPARTMENT BLD2023-0553 C GI DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES 2x4 FLAT OUTLOOI<ER @ 24" OC, 24" MAX OVERHANG // • •/// �� FULL DEPTH BLKG �� • �� ' 2x FULL DEPTH RIM. NOTCH AT OUTLOOKERS RAFTER PER PLAN, SISTER TO EXIST W/ 16d NAILS @ 10" OC 2x FULL DEPTH BLKG STAGGER TOP & BOT @ 4'-0" OC EXIST RAFTER 2x BLKG W/ SILL PL NAILING PER SHEAR WALL SCHED SHEATHING PER PLAN & SHEAR WALL SCHEDULE SIMPSON H2.5A EA RAFTER EXIST STUD WALL TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = 1'-0" SIMPSON A35 CLIPS @ 24" OC (4) 10d NAILS @BLKG ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES (3) 10d NAILS EA END ROOF JOIST PER PLAN A34 CLIP EA BLOCK FULL -HEIGHT STUD WALL PER PLAN &NOTES ROOF RAFTER CONNECTION (NON -BEARING SCALE: 1" = 1'-0" SHEATHING AND NAILING PEf ROOF FRAMING PLAN NOTE: 2x6 HF LEDGER W/ (2) 16� NAILS @ 12" OC INTO BLK( PROVIDED BETWEEN STUD' ROOF RAFTER PER PLAN WOOD STUD WALL PER PLAN 2x6 HF BLKG SLOPED TO MATCH LOWER ROOF PROFILE RAFTER DETAIL AT LOWER ROOF SCALE: 1" = 1'-0" ��e1►��»:Jt»e1►1 ROOF JOIST PER PLAN SECTION AT ROOF RIDGE BEAM SCALE: 1" = 1'-0" EXIST ROOF SHEATHING EXIST RAFTER SISTERED TO NEW RAFTER W/ 16d NAILS @ 10" OC, STAGGERED TOP & BOT, TYP TAPER BEAM AS REQ'D z_ SIMPSON LSTA30 CENTERED ON BEAM SECTION 5 SCALE: 1" = 1'-0" CUT TOP PLATE AS REQ'D ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 20/ 23 � J J � � � C~C G Z � m O m � � � � � w � � H H U � � � � � W w w 0 a a m m w�� Q o � � li o o � Q DESIGN: ZSH DRAWN: JOS CHECK: DMT JOB NO: 22373.10 DATE: 05/04/23 J W 0 O � w w � � � � w � U N Z W O � � � w U Q � � � ICI J � � Q Z � � O � � � Q N � U O� w SHEET: tEVI opt 2 02 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q W 0 Z ►� r 1�! 0 � � BLD2023-0553