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APPROVED BLD PLN FIR Architectural_Plan+3.15.2022GENERAL NOTES GENERAL REQUIREMENTS ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. SITE WORK 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND WATERPROOFING. 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. 4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE CODE. MECHANICAL AREA CALCULATIONS HEATED AREAS SQUARE FOOTAGE 2ND FLOOR 1701 MAIN FLOOR 1982 TOTAL 3683 NON -HEATED AREAS SQUARE FOOTAGE GARAGE 550 COVERED REAR PATIO 310 COVERED FRONT PORCH 79 DRAWING INDEX 1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN SHEET NO. DESCRIPTION ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES. 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BYACOMPETENT AND EXPERIENCED MECHANICAL � .;.i .,,,,., ;,,,:; ,,,. x,x-,:.,,,,,, ,,�, ..:, ,.. ,..-,-_-�:,._,v ��-�;. �,.. ,� kr ryl y,.,i ,+:.•,,,�.,,,s..,, ,,,-, ..,: ,,.. ,;.. ,, .+�,.•: ,:,.,, CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE 2018 IRC AND LOCAL CODES. � � •'�s;� '�. • "►''� � a v s �� '"+� -' •� ':�• fn�,. ' •�� •. � "� � _> '`:' " � °fi'"``'�''-'-4 �k - �j '" �'�`��`��e � ��? - A1 COVER SHEET, INDEX, GENERAL NOTES � __..,.,,.�;�::fi:�.:�..,-a�'��t.n.,� �Y�r.:,,.,• �,�..,.':�';; ,,-'''�.��y.:::':�. ,, �.;� ,.:�,.,, .., ;� �x. , .,�•..nY,_� ,:.�..�},..,,..��,t;�:�g;� PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE - � � r' �' � , � ; '••�--'r��y•�� ;•+ ''- "`'jY� • •�, ,. • ' �. ��'� +`�. � .' _ ' c� , , , ; �:'"'�'��h;t,-x+'�{. y �z�•�iri ': WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE HEATING UNITS SHALL BE PLACED SUCH A2 ENERGY CALCULATIONS , }�.' : '�'•�•r ' ��. � " ; ` `r � � - ��. f<< �- � • � `: r.•°t • �-`-<<r' �� , , .�,w�. I'�� ,�"�.�w��,:�r�; ^i;r , ,''� i,. « 't' THAT ALL PIL T LI HT B RNER HEATIN ELEMENT R WIT HE ARE L ATED A MIN. F 1 " AB VE THE ` • ,rt' � �'' � .� �,., . ` '.•_��.�� -. k .�' �: �-�"�� Y ..• •., �' ,' ' '' � �:�, ._'�. • •§'.'- F,;`."�.�'.•.. ��•�'�� „. �";'•'. ��±•. o G s, u s, G s, o s c s oc o 8 o A3 ELEVATIONS -• ; � . �� ;�;� �,''�;.' � � � • . ��• . ,. ��;�.; . ��'� �' �s�:n' � � � '-�:�,. �� :.� ;,y ��,:,�' . , GARAGE FLOOR. � �.•u. •�'� '��'' t�� ,� � �;:',�,.- ..�"y3}S� �1•�y �.��; ' �.�, � e-,��: A4 ELEVATIONS ..:... .... . . . � .., . _......., �.. ,. ,. 1 ... _.. . �.. �: k.�� ,� �.4�•� SJ.:Y '. %LI-tiR.. •f}Pu.'�_.. � ._ 'A . \.. a THERMAL AN D MOISTU RE A5 MAIN FLOOR PLAN A6 2ND FLOOR PLAN 1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE A7 BUILDING SECTION & MISC. DETAILS OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON S1 STRUCTURAL NOTES/SCHEDULES PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. 2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION S2 SHEARWALL &HOEDOWN LOCATIONS WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE S3 FOUNDATION PLAN INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1) FOR D E S TA G E TA C H E W &GENET S O L O M O N 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER S4 MAIN FLOOR FRAMING MANUFACTURER'S INSTRUCTIONS. S5 2ND FLOOR FRAMING 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES AND OVER FOOTINGS. S6 ROOF PLAN S7 STRUCTURAL DETAILS FINISHES S8 STRUCTURAL DETAILS GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/8" GYPSUM WALL BOARD. WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER- PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. ELECTRICAL SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. FIRESTOPPING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTABLE MATERIALS. MISCELLANEOUS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ELECTRICAL WORK. 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE BEDROOMS. (R315) 4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903. 6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) 7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1). SYMBOL LEGEND OO CARBON MONOXIDE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP c.o. CAN BE COMBINED w/ S.D. O SMOKE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP s.o. O EXHAUST FAN (VENT TO OUTSIDE) OKEYNOTE 101 DOOR SCHEDULE SYMBOL 1i WINDOW SCHEDULE SYMBOL REVISION- SEE DESCRIPTION IN TITLE BLOCK SIM DETAIL SYMBOL 1 � SIMILAR DETAIL 101 -DETAIL N0. SHEET N0. SIM 1 BUILDING CROSS SECTION '' A101 � DETAIL N0. SHEET N0. Room 11gYY1� -ROOM NAME � Know what's b@IOW. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO Call before you dig. LOCATE ALL UNDERGROUND UTILITIES. APPROVED BY PLANNING �� Jul 05 2022 04-26-2022 Plan Review NOTES: Approved with condition: 1. A residential fire sprinkler system is required as the proposed home is over 3000 sq ft. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. Deferred Submittal: Sprinkler system DFM Burt Approved DFM Chris Burt South County Fire Date: 04/26/2022 I � 'SPECIAL INSPECTIONS) REQUIRED FOR THIS PROJ ECT. ■ I �1) SOILS ■ I City Of Edmonds Building Department Work NEW SINGLE FAMILY RESIDENCE -------------------------------- Address 1400 9TH AVE N Owner SOLOMON / GETACHEW Approved Date 6/23/2022 Building Official ; � w. ii p�iia.[c Permit Number BLD2022-0279 APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V z o Z Q 1= U a �o � 1' 2 a+ w a �, w ,r, � ��-o p�� O J�� U �� M CO � Z �O C � (6 � o °�' e�u m J p � a 2 O t� C .N b "a ,� c .t y � L d �i �i- � s@mr�J�s��Q@000 N �@� O �. p Z J O U O U L � p N d Nam .0 .- O L F O � a� L U E O N ~tea OO@:ow �C ��'-'p'O p�� m 0 T O w o L =� �E CC Q N '- m y @ U .� y �O w� w o o cy> `� U o >. w o, c 3 `� @ o� UJ JF � m�� -00 o-a"� m0 ma o w Omoa�-o E ma`>s a o O N E � Z O. y @ N � O� g Z W O V � Z O W�..1 � O to W � W Z Z O "' O °'� J O W N vi = o �s V °� Z Q O � � LJJ LJJ z_ N Q QV Q Q N �, z wW wW w0 z o � O� o Q Q W a� i� 0 c 0 .� .� o: 0 z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 2/26/2022 8:04:50 AM R301 CLIMATE ZONE THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4 PER TABLE R301.1, 2018 WASHINGTON STATE ENGERY CODE. R402.2 FENESTRATION (PRESCRIPTIVE) R402.3 Fenestration (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections R402.3.1 through R402.3.6. R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the U-factor requirements. R402.3.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be permitted to satisfy the SHGC requirements. R402.3.3 Glazed fenestration exemption. Up to 15 square feet (1.4 m2) of glazed fenestration per dwelling unit shall be permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U- factoralternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.3.4 Opaque door exemption. One side -hinged opaque door assembly up to 24 square feet (2.22 m2) in area is exempted from the U-factor requirement in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4 R404.1 LIGHTING EFFICACY MIN. OF 75% OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS. M 1505 MECHANICAL VENTILATION M1505.4 Whole -house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilation system. The whole -house mechanical ventilation systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4. M 1505.4.1 System design. The whole house ventilation system shall consist of one or more supply fans, one or more exhaust fans, or an ERV/HRV with integral fans, associated ducts and controls. Whole -house mechanical ventilation system with supply and exhaust fans per Sections M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, and M1505.4.1.5. Local exhaust fans are permitted to serve as part of the whole house ventilation system when provided with the proper controls per Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor airflow rates per Section M1505.4.3 as modified by the whole house ventilation system coefficients in Section M1504.4.3.1 where applicable. The whole house ventilation system shall operate continuously at the minimum ventilation rate determined per Section M1505.4.2 unless configured with intermittent off controls per Section M1505.4.3.2. M1505.4.1.1 Whole house system component requirements. Whole house ventilation supply and exhaust fans specified in this section shall have a minimum efficacy as prescribed in the Washington State Energy Code. Design and installation of the system or equipment shall be carried out in accordance with manufacturers' installation instructions. Whole house ventilation fans shall be rated for sound at no less than the minimum airflow rate required by Section M 1505.4.3.1. Ventilation fans shall be rated for sound at a maximum of 1.0 sone. This sound rating shall be at a minimum of 0.1 in. w.c. (25 Pa) static pressure in accordance with HVI procedures specified in Sections M1505.4.1.2 and M1505.4.1.3. Exception: HVAC air handlers, ERV/HRV units, and remote mounted fans need not meet the sound requirements. To be considered for this exception, a remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 ft (1 m) of ductwork between the fan and the intake grille. The whole house supply fan shall provide ducted outdoor ventilation air to each habitable space within the residential unit. Exception: Interior joining spaces provided with a 30 cfm whole house transfer fan or a permanent opening with an area of not less than 8 percent of the floor area of the interior adjoining space but not less than 25 square feet do not require ducted outdoor ventilation air to be supplied directly to the space. Whole house transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have whole house ventilation controls that comply with Section M1505.4.2. M1505.4.1.2 Exhaust fans. Exhaust fans required shall be ducted directly to the outside. Exhaust air outlets shall be designed to limit the pressure difference to the outside and equipped with backdraft dampers or motorized dampers in accordance with the Washington State Energy Code. 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 as applicable). Exhaust fans required in this section may be used to provide local ventilation. Bathroom exhaust fans that are designed for intermittent exhaust airflow rates higher than the continuous exhaust airflow rates in Table M1505.4.3(3) shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The exhaust fans shall be tested and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6. M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake openings in accordance with IMC Sections 401.4 and 401.5. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers in accordance with the Washington State Energy Code. 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 as applicable). Where outdoor air is provided by supply fan systems, the outdoor air shall be filtered. The filter shall be accessible for regular maintenance and replacement. The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8. M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house ventilation system shall include both supply and exhaust fans. The supply and exhaust fans shall have airflow that is within 10 percent of each other. The tested and balanced total mechanical exhaust airflow rate is within 10 percent or 5 cfm, whichever is greater, of the total mechanical supply airflow rate. The flow rate test results shall be submitted and posted in accordance with Section M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section M1505.4.1.3. Balanced ventilation systems with both supply and exhaust fans in a packaged product, such as an ERV/HRV, shall meet the requirements of HVI 920, as applicable. Intermittent dryer exhaust, intermittent range hood exhaust, and intermittent toilet room exhaust airflow rates above the residential dwelling or sleeping unit minimum ventilation rate are exempt from the balanced airflow calculation. M1505.4.1.5 Furnace integrated supply. Systems using space heating and/or cooling air handler fans for outdoor air supply distribution are not permitted. Exception: Air handler fans shall have multispeed or variable speed supply airflow control capability with a low speed operation not greater than 25 percent of the rated supply airflow capacity during ventilation only operation. Outdoor air intake openings must meet the provisions of Sections R303.5 and R303.6 and must include a motorized damper that is activated by the whole house ventilation system controller. The motorized damper must be controlled to maintain the outdoor airflow intake airflow within 10 percent of the whole house mechanical exhaust airflow rate. The flow rate for the outdoor air intake must be tested and verified at the minimum ventilation fan speed and the maximum heating or cooling fan speed. The results of the test shall be submitted and posted in accordance with Section M1505.4.1.7. M1505.4.1.6 Testin .Whole -house mechanical ventilations stems shall be tested balanced and verified to rovide a flow rate not less than the minimum 9 Y p required by Sections M1505.4.3 and M1505.4.4. Testing shall be performed according to the ventilation equipment manufacturer's instructions, or by using a flow hood, flow grid, or other airflow measuring device at the mechanical ventilation fan's inlet terminals, outlet terminals or grilles or in the connected ventilation ducts. Where re uired b the buildin official testin shall be conducted b an a roved third art . A written re ort of the results of the test shall be si ned b q Y g 9 Y pp p Y p 9 Y the party conducting the test and provided to the building official and be posted in the dwelling unit per Section M1505.4.1.7. M1505.4.1.7 Certificate. A ermanent certificate shall be com leted b the mechanical contractor test and balance contractor or other a roved art and p p Y pp p Y posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow rate determined from the delivered airflow of the whole -house mechanical ventilation system as installed and the type of mechanical whole house ventilation system used to comply with Section M1505.4.3.1. M 1505.4.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that comply with the following: 1. 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. 2. 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. Recommended control permanent labeling to include text similar to the following: "Leave on unless outdoor air quality is very poor." Manual controls shall be readily accessible by the occupant. 3. Whole house ventilation systems shall be configured to operate continuously except where intermittent off controls and sizing are provided per Section M 1505.4.3.2. M1505.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) or Equation 15-1. TABLE 1505.4.3 (1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATES FLOOR AREA BEDROOMS (SO. FT.) 0-1 2 3 4 5 OR MORE < 500 30 30 35 45 50 501-1000 30 35 40 50 55 1001-1500 3p 40 45 55 60 65 1501-2000 35 45 50 60 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 75 75 80 3001-3500 50 60 65 3501-4000 55 65 70 80 85 4001-4500 60 70 75 g5 90 4501-5000 65 75 80 90 95 TABLE 1505.4.3(3) INTERMITTENT OFF WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS (a,b) RUN-TIME % IN EACH 4-HOUR SEGMENT 50% 66% 75% 100% FACTOR 2 1.5 1.3 1.0 THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH TIMER(s). TOTAL HEATED FLOOR AREA = 3683 SO. FT. BEDROOMS = 4 WHOLE HOUSE VENTILATION SIZE = 70 CFM X 2 (50% PER 4-HOUR) = 140 TOTAL CFM FAN(s) SIZE. INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN . MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY. 2018 WASHINGTON STATE ENERGY CODE MISC. ENERGY CODE NOTES A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional. The certificate shall be completed by the builder or registered design professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. Specifics and Exceptions see SEC. ALL DUCTWORK SHALL BE SEALED AND TESTED PER R403.2.2. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH R-10 RIGID INSULATION EXCEPT IN SITUATIONS WHERE STRUCTURAL BEAM SIZE REQUIREMENTS OVERRIDE. ALL APPLIANCES SHALL BE U.L. LISTED. WHOLE HOUSE FANS Whole house ventilation fans shall be installed so as to run simultaniously. EXHAUST FANS Exhaust fans to terminate at building exterior with clearances per SRC M1504.3 (min. 3 ft to openings) and for clothes dryer vent terminations to be per M1502.3 (3 ft to bldg. openings). ALL FENESTRATION SHALL BE NFRC CERTIFIED. >_x6 TOP 1ri��:� iID R-10 INSULATION �LLED IN CAVITY 'EEN ER PER ��.�OW, FINISH & TRIMS HEADER INSULATION PRESCRIPTIVE ENERGY CODE COMPLIANCE 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information GETACHEW AND SOLOMON RESIDENCE LEIF HELLEREN Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1-Insulation and Fenestration Requirements by Component, Table R406.2 -Fuel Normalization Credits and 406.3 -Energy Credits. Authorized Representative Date 02/21/2022 All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling e 49 0.026 Wood Frame Wall s.h 21 int 0.056 Floor 30 0.029 Below Grade Wall c�h 10/15/21 int + TB 0.042 Slab d.rR-Value &Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5T6" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5T6" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5T6" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path -Single Family 2018 Washington State Energy Code-R 1 FENENSTRATION CALCULATIONS HEATING SYSTEM SIZE VERTICAL GLAZING 420 SF Simple Heatin S stem Size: Washin ton State LESS EXEMPT GLAZING -00 SF This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. GLAZED DOORS PLUS OTHER EXTERIOR DOORS 420 SF Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some 840 SF values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at TOTAL FENESTRATION: energycode@energy.wsu.edu or (360) 956-2042 for assistance. NOTE: SEE SHEET A7 FOR ADDITIONAL INSULATION LOCATIONS AND DETAILS. ENERGY CREDITS OPTIONS DESCRIPTION CREDIT HEATING For an initial heating system using a heat pump that meets 1.0 OPTION 2 federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) ENERGY Prescriptive compliance is based on Table R402.1.1 with the 0.5 OPTION 1.3 following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab ENERGY Compliance based on Section R402.4.1.2: 1.0 OPTION 2.2 Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals ENERGY Air -source centrally ducted heat pump with minimum HSPF of 1.0 OPTION 3.2 9.5. ENERGY A drain water heat recovery units) shall be installed, which 0.5 OPTION 5.1 captures waste water heat from all and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 54% if installed for unequal flow. Such units shall be rated in accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled. ENERGY Water heating system shall include one of the following: 2.0 OPTION 5.5 Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification TOTAL CREDITS 6.0 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequenct of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Fuel Normalization Descriptions Credits -select ONE User Notes Options heating option 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits -select ONE O tions Energy Credit Option Descriptions energy option from each p category 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 � 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 0 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 � 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path -Single Family 2018 Washington State Energy Code-R , Project Information Contact Information GETACHEW & SOLOMON RESIDENCE LEIF HELLEREN Heating System Type: O All other systems 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (4T) 46 Edmonds � pT =Indoor (70 degrees) -Outdoor Design Temp f Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 3,683 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.1 33,515 Glazing and Doors U-Factor X Area = UA Instructions u-o.z8 . I 0.280 840 235.20 Skylights Instructions Insulation U-Factor X Area = UA 0.50 0� --- Atttc U-Factor X Area = UA Instructions R 49 - I 0.026 2,387 62.06 Single Rafter or Joist Vaulted Ceilings_ U-Factor X Area UA � Instructions ___ �No Vaulted Ceilings in this project. � � Above Grade Walls (see Flgure �� U-Factor X Area UA _ Instructions `R-21 Intermediate � I 0.056 3,599 201.54 Floors U-Factor X Area UA Instructions 0.025 2,382 1 59.55 R-38 � Below Grade Walls (see Figure �� U-Factor X Area UA Instructions L No Below Grade Walls in this project. � � 0.028 0� Slab Below Grade tree F;gure �� F-Factor X Length UA Instructions L 0.303 0� --- No Slab Below Grade in this project. � Slab on Grade (see Figure �� F-Factor X Length UA Instructions L No Slab Grade in � I --- on this project. J Location of Ducts Instructions I Duct Leakage Coefficient Conditioned Space � J i.00 Sum of UA 558.36 Envelope Heat Load 25,684 Btu /Hour Figure 1. Sum of UA x OT Air Leakage Heat Load 16,650 Btu /Hour Volume x 0.6 x 4T x 0.018 Above Grade Building Design Heat Load 42,335 Btu /Hour Air leakage +envelope heat loss Building and Duct Heat Load 42,335 Btu /Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 52,918 Btu /Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/01/13) 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Credits -select ONE Energy Credit Option Descriptions (cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 0 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 � 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 0.5 ❑ TOta/ Credits 6.0 Calculate Total Clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path -Single Family 2018 Washington State Energy Code-R RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3 U Z N ao Z a � Q � o � Y = �, wa.N W�� a O �� M � � Z ANC W � �� o W m J � W a 2 O V .y ,\a`; � .- s Qi i r I U N N� L N 'O N 'O C� O O r} L�@ N 3 J L l0 T a� N C.- oz J000wO�?=am�a>oiu as c� a m c�� « o L r `o p�� s U� N � c ��¢°N3'ow �� g--ga�o° UOJo mom°�mi°mo�m�uv'i? } a O N '� m� N y O C OwgV$o�oU�o�°'�3adwo U J J F c @'G y- o U o- $�� m 0 y� o Zao y-�� a�i��'o�E�a� Z W O V � O W � O W � � W O "' O °'� J O W N N = � �s V °� Z Q O � � LJJ LJJ z_ 2 x � N wV � � Q � � � ~ �„ Z � U � w w W w LJJ z o � O � O Q ¢ W cts 0 c 0 .� .� 0 z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 2/26/2022 8:05:04 AM ELEVATION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO E3 WEATHER. E5 ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. — PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A E20 TOTAL RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED �' VERTICALLY FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES E70 � � SHALL BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS 27 Egg � � FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS °O THROUGH. E54 D27 EXTERIOR STAIRS SHALL BE NOT LESS THAN 36"WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN � � 4.5" ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS � E4 REQUIRED AT TOP AND BOTTOM OF EACH STAIRWAY. ch m i � SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. �� J� NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) Step 1: Prepare the WRB at the rough opening: install a small section of house wrap below the sill (referred to as an "apron"j; alternatively, install self-adhesive pan Flashing with split backing (where the release paper backing can be removed incre- mentally) to seal tv the house wrap later. Step 2: Install pan flashing: cover the rough sill and extend onto the face of the wall/ WRB. Step 3: lnsta!! the window: according to manufacturer instructions. Step 4: Instal! the jamb flashing: over window flange and pan flashing and extend above the head flange. Step 5: Install the head flashing: over and beyond the jamb flashing (and over the win- dowdrip cap if installed). Step 6: Integrate the WRB: Instal] house wrap shingle -fashion, integrated with the apron, and seal house wrap atjambs and head using sealant (beneath the house wrap) ar construction tape. HEAD FLASHING NOTE: SEE NOTE BELOW DRAWING FOR INSTALLATION OF METAL HEAD FLASHING @ THIS AREA WEATHER RESISTIVE BARRIER HYDROGAP DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) W/ BENJAMIN OBDYKE HYDROFLASH®GP SILL /PENETRATION FLASHING AND BENJAMIN OBDYKE HYDROCORNER SILL FLASHING (APPROVED SUBSTITUTIONS OKAY) - - SILL FLASHING NOTE: INSTALL BENJAMIN OBDYKE HYDROCORNER SILL FLASHING OR EOUIV. @ ALL WINDOW SILL CORNERS INSTALL BENJAMIN OBDYKE HYDROFLASH®GP SILL / PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS EXTRA PREVENTION FOR LEAKS @SILL CORNERS Housewrap� Rigid cap flashing Flashing tape \ over head trim XX 10° to 15° I� l slope HEAD FLASHING NOTE: Flashing AT WINDOW HEAD METAL DRIP tape FLASHING :INSTALL METAL HEAD overtop FLASHING @WINDOWS &EXTERIOR flangew DOORS PER THE DETAIL BELOW. Head trim Flashing tape over side - window flange '�''.'�_ �. /' �/a-in. gap beneath sid'mg i 1 WINDOW FLASHING 0 E73 Max. Ride Hei ht — 118' - 6 3/4" TOP OF ROOF 118' - 1 1 /4" ih E83 �I� �� -�� _ � 'J 24 13 E4 E21 0 in N ELEVATION KEYNOTES KEY VALUE KEYNOTE TEXT E3 40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) E4 STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS E5 CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E12 6" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED E19 5/4x6 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E20 5/4x8 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E21 2x6 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E25 SLIMLINE METAL CORNER TRIM. E26 2x10 BELLY BAND w/ METAL FLASHING E31 WINDOW WRAP: 5/4x6 (4) SIDES. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT UNDER EAVES AND/OR EXPOSED TO WEATHER. E50 BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN E51 STONE OR BRICK VENEER WHERE INDICATED E54 36" HIGH RAIL SYSTEM PER MANUF. OPENINGS PER CODE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH E63 6" MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL PER IRC317. E66 CONCRETE LANDING AND STEPS PER IRC. E70 HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS E71 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. E73 TEMP. GLASS WINDOW. E75 PROVIDE METAL HEAD FLASHING ABOVE ALL WINDOWS EXPOSED TO WEATHER. E82 SLIDING GLASS PATIO DOOR w/ TEMP. GLASS E83 DOUBLE SLIDING GLASS PATIO DOOR w/TEMP. GLASS E84 INSULATED STEEL OVERHEAD GARAGE DOOR E86 ENTRY DOOR w/TEMP. GLASS SIDELITES PER OWNER SPECIFICATIONS. E87 LOCKING DEADBOLD AT ENTRY DOOR. E89 DOUBLE STORE DOOR w/TEMP. GLASS. 2ND FLOOR PLATE 113' - 9" 2ND FLOOR � 104' - 7 7/8" V MAIN FLOOR PLATE 103' - 1 1 /8" FRC�I�IT (WFCT1 FI FV�TInIV SOUTH ELEVATION Max. Ride Hei ht 118' - 6 3/4" OF ROOF 118' - 1 1 /4" )OR PLATE 113' - 9" !ND FLOOR 104' - 7 7/8" )OR PLATE 103' - 1 1 /8" AIN FLOOR 94'-0" ;rage Grade � , 93' - 6 3/4" ' 1 RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V Z N Z Q 1= Q � U � Y= � u1 0_ �w w ,n a� a "�� O J�� U �rn� M (O � Z �N` �u � �� o °�' �u m J � � a 2 H �s�. � V � �..,'J + �� r I �." �'rn 'vs C '' \� I' C � — � � �� ,� , �� U y� c t � � y v �$ w� o o Z o c O t�� m m N o n �- � � o a�i . c� a m o .� .� o L H o a T� L U E ri c a ~� Q �. N p�1:Q w U C C U� O� N O :� U' O C t6 « y 2 V y �1 U o U L `p N LL T y N � N C N w L �� t6 U C� N Q W� U O p� C U Q T N 01C 3 CYO o U U J J H C U(0 .0 y � U a 6�(6 N Q N� w O N U a N 'O E N S U1 L 3 C zaow`� �:� o�Emd � Z W O V � Z � W�..1 O W � � W Z O "' O °'� J O W N vi = o �s V °� z Q O � � LJJ LJJ z_ N wV � Z Q H � � N z wW wW w0 � Z o' � � � Q 0 � O_ Q Q W c� 0 c 0 .N .� 0 z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 2/26/2022 8:05:19 AM O w z co OraiaEdge sfrlp .d,� , � Weatherseal (rowel -applied membrane •�� -r. :�- `� `�` -'�� . ,. Step flashing lapl3d and sealed - - - - -- ` �� =" `� Kick�outflashing -. ' '. � �. I �� - h 1 -: - � : �-� � � � Kick-outandfascia - �� .::.. ` ��''•••,. �� taped and sealed Wail sheatf'ing KICKOUT FLASHING DETAIL FINISHED FLOOR WATER PROPPING PER BUILDER SPECS. Typical Installation —Post load = 200# at 36" AFF — \ Top hole is 3" below finish floor Tup = [200#*(36"+ 7")/5"]/2 bolts = 860# tension Tbot = [200#(36"+3")/5"]/2 bolts = 780# tension For protected installations the minimum embedment is: le = 860#/323#/in = 2.66" : +7/32" for tip = 2.88" For weather exposed installations the minimum embedment is: le = 860#/243#/in = 3.54" : +7/32" for tip = 3.76" 4" lag screws are acceptable for installation with 36" guard height on residential decks. Backing may be either built-up 2x lumber or solid beams. TOP MOUNT RAILING � HANDRAIL, GUARD AND BALUSTERS TO CONFORM TO I.R.C. OPENINGS SPACED SUCHTF'"T " "" """�"� CANNOTI N X M Q � z �w � � o= - M O � CV 3/4" MIN; 1 1/4" MAX. NOSING 10" MIN. TREAD II II II .!�%�� HANSEN SERIES 200/300 ARCHITECTURAL RAILING SYSTEM. MAX OPENING SUCH THAT A 4" SPHERE CANNOT PASS THROUGH TRIM AND FASCIA PER BUILDER SPECS. - 3/8"x4" SS LAG SCREW (TYP. 4 PER BRACKET) --- DOUBLE 2x8 BLOCKING -- DECK FRAMING PER STRUCTURAL PLANS RESIDENTIAL STAIRS TO BE MIN. 36" (CLR) WIDE. - 1 1/4" DIA. MIN; 2" DIA. MAX. HANDRAIL w/ RETURNS TO WALL. --- DBL. JOIST (U.N.O.IN PLAN) II \ ii FIRE BLOCK BETWEEN STUD BAYS AT WALLS IN CONTACT WITH STRINGERS. 1/2" MIN. PLYWOOD RISERS SIMPSON LUS210 JOIST HANGER - - SIMPSON A35 � EACH SIDE OF STRINGERS -- (1) LAYER 1/2" GW B 2x12 STRINGERS PER PLAN ,TYPICAL STAIR DETAIL nn�„ RirJrYo I-loir�ht TOP OF ROOF _ _ _ _ _ _ _ 118' - 1 1 /4" E3 E5 M f E70 E12 �/ 3E1 E66 D12 � MAIN FLOOR �� u�� u�u—�u�� 1 Avera a Grade- 93' - 6 3/4"� � - ELEVATION KEYNOTES KEY VALUE KEYNOTE TEXT E3 40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E4 E5 E12 6" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED E19 5/4x6 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E20 5/4x8 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E21 2x6 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E25 SLIMLINE METAL CORNER TRIM. 2x10 BELLY BAND w/METAL FLASHING WINDOW WRAP: 5/4x6 (4) SIDES. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT UNDER EAVES AND/OR EXPOSED TO WEATHER. E26 E31 E50 BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN E51 STONE OR BRICK VENEER WHERE INDICATED E54 36" HIGH RAIL SYSTEM PER MANUF. OPENINGS PER CODE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH E63 6"MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL PER IRC317. E66 CONCRETE LANDING AND STEPS PER IRC. E70 HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS E71 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. E73 TEMP. GLASS WINDOW. E75 PROVIDE METAL HEAD FLASHING ABOVE ALL WINDOWS EXPOSED TO WEATHER. E82 SLIDING GLASS PATIO DOOR w/TEMP. GLASS E83 DOUBLE SLIDING GLASS PATIO DOOR w/ TEMP. GLASS E84 INSULATED STEEL OVERHEAD GARAGE DOOR E86 ENTRY DOOR w/TEMP. GLASS SIDELITES PER OWNER SPECIFICATIONS. E87 LOCKING DEADBOLD AT ENTRY DOOR. E89 DOUBLE STORE DOOR w/ TEMP. GLASS. E31 E4 E3 34 4 A3 l�J 35 E75 E26 10 �, EAST ELEVATION 19 Max. Ridge Hei hg t � 11 R' - R �/4" V TOP OF ROOF 118' - 1 1 /4" _ _ -� 2ND FLOOR PLATE 113' - 9" SIM. E70 4 A4 9 v M 2ND FLOOR � 104' - 7 7/8" V AIN FLOOR PLATE 103' - 1 1 /8" u MAIN F�LOOOR - + — — — — — — — — - � I — — — _ _ _ Avera e Grade - - 93' - 6 3/4" -�� E C EIVE D 3/17/2022 NORTH ELEVATION CITY OF EDMONDS DEVELOPMENT 2 SERVICES DEPARTMENT 1/4" = 1'-O" V z N o Z Q � Q � U � Y= � W a 'w w ,n a� a "�� O J�� U �� M (O � Z �N` �u � o °�' !iJ m J � a � �. ��j .N � C �� P d �� ' _ 4��.` �� '� �, �: , Z N r C L_ �� N� C U C w E }�« C N N ?� J N N E T °-� y� O o Z � o � o � O t�� m m N o aci n o- . c� d pp c �i� := o Y H o a%� Y O E m c c° p1 C O c- @ t6 O� N° (�' O LL V y �1 U° U T L `p N y C t6 « tq 2 N � N C N w L �� t6 U C� N a W O a� N y� C a N L �O N N a N U O O W� U° °c w o V° o c c= 3 C N w° UJJH C m�u w oOHa'm m0 w�O o W O N U a N 'O E N S U1 L A C H Z a � w � � � � O ~ � � � Z IIJJ O V � Z � W�..1 O H � W � � W Z Z O "' O °'� J O W N vi = o �s V �. Z Q O � Ili- LJJ LJJ z_ N wV � z Q H � A Z w LJJ w LJJ w 0 z �� 0 00 � O Q u.l c� 0 0 .N .� O z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 2/26/2022 8:05:35 AM DOOR SCHEDULE -MAIN FLOOR SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS MAIN FLOOR D1 3' - 6" 8' - 0" SINGLE ENTRY -CONTEMPORARY (TEMP.) TEMP. GLASS (U=0.28) D2 16' - 0" 9' - 0" OVERHEAD GARAGE DOOR INSULATED STEEL WITH TEMP. GLASS PANELS D3 2' - 8" 8' - 0" SINGLE PANEL D4 2' - 8" 8' - 0" SINGLE PANEL D5 3' - 0" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE w/SELF CLOSING MECH. D6 14' - 0" 8' - 0" DOUBLE SLIDING PATIO DOOR (TEMP.) TEMP. GLASS (U=0.28) D7 2' - 8" 8' - 0" SINGLE PANEL D8 6' - 0" 8' - 0" BI-PASS CLOSET DOOR D9 4' - 0" 8' - 0" BARN STYLE SLIDING DOOR D10 2' - 6" 8' - 0" SINGLE PANEL D11 3' - 0" 8' - 0" SINGLE POCKET D12 8' - 0" 8' - 0" SLIDING GLASS PATIO (TEMP.) TEMP. GLASS (U=0.28) D13 3' - 0" 8' - 0" SINGLE PANEL D14 2' - 8" 8' - 0" SINGLE PANEL D15 6' - 0" 8' - 0" DOUBLE GLASS (TEMP.) WINDOW SCHEDULE -MAIN FLOOR SYM. N0. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS MAIN FLOOR 1 4' - 6" 5' - 0" 23 SF CASEMENT -DOUBLE 0.28 2 2' - 0" 4' - 0" 8 SF SINGLE HUNG 0.28 3 2' - 8" 5' - 6" 15 SF PICTURE (FIXED) 0.28 GRIDS PER ELEVATION 4 4' - 0" 1' - 6" 6 SF PICTURE (FIXED) 0.28 5 2' - 8" 1' - 6" 4 SF PICTURE (FIXED) 0.28 6 1' - 4" 8' - 0" 11 SF PICTURE (FIXED) 0.28 7 1' - 4" 8' - 0" 11 SF PICTURE (FIXED) 0.28 8 5' - 0" 5' - 0" 25 SF SLIDER 0.28 9 2' - 0" 2' - 0" 4 SF PICTURE (FIXED) 0.28 10 2' - 0" 2' - 0" 4 SF PICTURE (FIXED) 0.28 11 6' - 6" 1' - 3" 8 SF PICTURE -FIXED 0.28 12 2' - 8" 5' - 6" 15 SF PICTURE (FIXED) 0.28 GRIDS PER ELEVATION 13 2' - 8" 1' - 6" 4 SF PICTURE (FIXED) 0.28 14 2' - 8" 5' - 6" 15 SF PICTURE (FIXED) 0.28 GRIDS PER ELEVATION 15 2' - 8" 1' - 6" 4 SF PICTURE (FIXED) 0.28 16 4' - 0" 1' - 6" 6 SF PICTURE (FIXED) 0.28 18 6' - 0" 5' - 0" 30 SF SLIDER 0.28 19 2' - 0" 2' - 0" 4 SF PICTURE (FIXED) 0.28 Grand total 195 SF KEYNOTE SCHELDULE KEY VALUE TEXT A01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN A02 THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A03 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6) A04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO THAT A 4"SPHERE CANNOT PASS THROUGH. (R312) A07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) A08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, &SWITCHES TO BE 18"MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. CLOSET ROD w/VINYL COATED WIRE SHELF A17 A18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A23 FIBERGLASS SHOWER PAN OR EQUIV. w/TILE SURROUND AND TEMP. GLASS SHOWER DOOR. A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A25 PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS. A27 UNDER -STAIR PROTECTION -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB. (IRC R302.7) A28 HYDROBLOK OR EQUIV. SHOWER PAN w/TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. A35 HANDRAIL PER R311.7.8. 10 9 8 -. CV 7 `� N � � M � M � 0 6 - N M in CV CV 5 -a 4 CV N �� © �� E F 52' - 6" 14' -10" � . 20' -1 1 /2" 17' - 6 1 /2" 5' - 10 1 /2" I � � 9' - 3" 1 r_r� P.T. 6x6 POST PER STRUCTRUALPLANS w/ 5/4" CEDAR OR EQUIV. WRAP. (V CV N M o i+� (= J L1- O 9'-ran -. - - - - _ _ � - - - io ds i ® ° D.W. Z� G li I A19 0 ." HOODED � BBQ. o II � BREA F ST `° Ao2 � _ GUEST SUITE o III KITCHEN � - 42"WALL � NOO I � D4 J Ago BATH 80 CFM OA23 (� 1'-6"I,I I 5'-0" � I 2' _ 0�� 4' _ 4�� 4, _ 6�� -v - II D6 A04 4 On, � A19 s.�. I I I I D7 � N _ co 2X6 WALL � - I O N � I I � I I I I A09 N � O• J w MICRO i O °�°� �°� o ��' I J I GREAT (ROOM I MU R DIRECT VENT GAS N FIREPLACE 3' - 3 1/2" I, o (U.L. LISTED) • N - \.°. � A01 N O - I "v 8 EXERCISE N - - - 9 -53/4 3 -23/4 0 WINE "' REFRIGERA OR I _ 2X6 WALL 19'-6" I, 6'-4" I, 4'-9" ---- 48" REFRIG.�- i -�'- N N A06 A25 D11 �/ a' STEPS DN - A03 STO R E i PAN 1 i I I HANDRAIL �i u I 4' - 2 1/2" O N I I I I I I I I Al2 I I I I I I I I � II I I I I I I I I I 9'-6" � M Ao3 I UT ERY uP I I I I I I I I A02 in � - I I I I I I I I I O I � ® I I I I I I I I I I A03 l D 10 A07 I I I I I I I I I oo � I I D u u u u A0511 u 9'-111/2" 5'-1" 6'-01/2" I � I II��I-- a II �� II u D3 I II l � II ill I II II �� Electric heat um water heater ® T - 10 1/2" II l rX� m-�� IICRAWLSPACE 10 A03 p p ll l p � 111 a ll II ACCESS � meeting the standards for Tier III l I II I � u VI I u II II - R.O. FOR FUTURE l ll ��l--l� a ll a ll II of NEEA's advanced water heating TIMER a II a II II II II ELECT. VEHICLE specification. CONTROLS A27 I CHARGING STATION � _ � - INTERCONNECTED HEAT 2' - 2 3/4" 3' - 0 1/2" 5' - 3 1/4" WALL ABOVE I 10' - 8 1/2" ALARM AT GARAGE (R314) I l - 140 CFM WHOLE HOUSE I BARN STYLE - 2X6 WALL EXHAUST FAN w/TIMER III � DOOR A03 (V.T.O.) II s.o. I I I I D9 19 N N N � II i ENTRY III OFFICE ch �, � DI G R � 10" DROPPED 2 R GA G � I I SOFFIT N - - N N 550 S.F. N A20 A20 II _ _ _ _ _ 5/8" TYPE "X" GWB AT CEILING_ _ _ _ _ D1 II UNDER HABITABLE SPACE I I I ABOVE. I I I I I I 16 7 I ELECT. l � �".- `, �, II - - - - - - ' - METER &� _ _ _ _ _ _ 1 � �, II 11 � 1 1 PANELI MIN. 1/2" GWB AT EXTERIOR I l , - I II GARAGE WALLS TO PROTECT i A19 t �' " � � � A02' � " - -' - ii STRUCTURAL MEMBERS._ - I o - -_ "io "- -I - -_'- _ � _ I - - "- i co - ao - II II l - I l �- �- . - _�. - � ; _ � . _ _ i II � ; - - III I X4 FRAMED I l � - A02 � - ifl _ � "_l I _ I ALL UNDE I l -v " ` ", � i II '" II TONE VEN ER. 3' - 0 1 /4" D2 15' - 11 1 /2" 22'-0" MAIN FLOOR 3'-01/4" 5'-4" 4'-2" � 3'-0" � 3'-0" �2'-53/4" , 9'-6" ,1'-6" , 7'-101/2" ,1'-6" , 10'-1 1/2" 1' - 6� 16 2x6 WALL A11 CV M M N CV RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V z N O 00 Z Q 1= Q � U � Y= � W a 'w w ,n a� a 0 "�� U J�� rn� M (O � Z �N` �u � �� o °�' e�u m J � � a 2 H O V C ":; _ + .N e,j "� ,.�, N d �� _ �i �� .:;- U y� c t m � y v �$ w� o = y N (O N C N L N@�� h %� fq N'_?iJ 41NET0. �'NC� o Z � o� o � p t y a m N o a�i n a. cram �'�� oYHoaT°YUEdc`o � p � o w �' o o U 5 m `° m o m« y° �-% LL V � U �` N C N� L � f6 U C E N LL W O a� V N (q O a d �� C N N O U p W� U° °o w o V° o c c_ 3 c m w U J J H C m° w o U H a'm � p w� o W O N U a N 'O E N S U1 L A C � Zo.°"gym dm o��md Z W O V � Z � W�..1 O to W � W Z O "' O °'� J O I.IJ o vi = co �s V �. Z Q O � � LJJ z_ N wV � z Q H � � N z wW wW w0 z Q � � Q Q W c� 0 c 0 .N .� 0 z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 3/9/2022 9:49:24 AM DOOR SCHEDULE - 2ND FLOOR SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS 2ND FLOOR D16 5' - 0" 8' - 0" DOUBLE PANEL D17 5' - 0" 8' - 0" DOUBLE PANEL D18 2' - 6" 8' - 0" SINGLE PANEL D19 2' - 6" 8' - 0" SINGLE PANEL D20 2' - 6" 8' - 0" SINGLE PANEL D21 2' - 8" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE DOOR SEALED DOOR AT MECH. ROOM. D22 2' - 6" 8' - 0" SINGLE PANEL D23 2' - 6" 8' - 0" SINGLE PANEL D24 2' - 8" 8' - 0" SINGLE PANEL D25 2' - 8" 8' - 0" SINGLE POCKET D26 5' - 0" 8' - 0" DOUBLE PANEL D27 6' - 0" 8' - 0" DOUBLE GLASS (TEMP.) TEMP. GLASS (U=0.28) D28 12' - 0" 8' - 0" DOUBLE SLIDING PATIO DOOR (TEMP.) TEMP. GLASS (U=0.28) D29 2' - 6" 8' - 0" SINGLE POCKET D30 2' - 6" 8' - 0" SINGLE PANEL D31 2' - 6" 8' - 0" SINGLE PANEL WINDOW SCHEDULE - 2ND FLOOR SYM. N0. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS 2ND FLOOR 22 6' - 0" 5' - 0" 30 SF SLIDER 0.28 23 6' - 0" 4' - 6" 27 SF SLIDER 0.28 24 5' - 0" 5' - 0" 25 SF PICTURE (FIXED) 0.28 25 5' - 0" 2' - 0" 10 SF PICTURE (FIXED) 0.28 26 6' - 0" 4' - 0" 24 SF TRIPPLE FIXED 0.28 27 1' - 6" 6' - 0" 9 SF SINGLE HUNG 0.28 TEMP. GLASS 28 1' - 6" 6' - 0" 9 SF SINGLE HUNG 0.28 TEMP. GLASS 29 2' - 0" 3' - 0" 6 SF SINGLE HUNG 0.28 TEMP. GLASS -OBSCURED GLASS 30 2' - 0" 3' - 0" 6 SF SINGLE HUNG 0.28 TEMP. GLASS -OBSCURED GLASS 31 8' - 0" 2' - 0" 16 SF TRIPPLE FIXED 0.28 32 4' - 0" 4' - 6" 18 SF CASEMENT WINDOW -DOUBLE 0.28 33 6' - 0" 2' - 0" 12 SF TRIPPLE FIXED 0.28 34 5' - 0" 5' - 0" 25 SF SLIDER 0.28 TEMP. GLASS -OBSCURED GLASS 35 4' - 0" 2' - 0" 8 SF SLIDER 0.28 Grand total 225 SF A01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) A02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312) A07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) A08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, &SWITCHES TO BE 18"MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. A17 CLOSET ROD w/VINYL COATED WIRE SHELF A18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A23 FIBERGLASS SHOWER PAN OR EQUIV. w/TILE SURROUND AND TEMP. GLASS SHOWER DOOR. A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS. UNDER -STAIR PROTECTION -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES AND ANY SOFFITS A25 A27 PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB. (IRC R302.7) A28 HYDROBLOK OR EQUIV. SHOWER PAN w/TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. A35 HANDRAIL PER IRC 311.7.8. A 6 C D E F G H 52' - 6" 11'-4" 5'-2" 12'-5" 5'-7" 14'-6" 3'-6" 6' - 2 1/2" 6' - 2 1/2" 1 A7 I I I I I I I I � \\ // � � \ / — — — — — — — — — — — — — — — — — �— — --- --- \ TEMP.GL. / � \ \ \ SKYLIGHTS / o \ \ \ / � � \ � / - °° � I\ I I I \ \ I I Ago / I I I 1'-6" \ � \, A20 34 ° I FREE STANDING SOAKING TUB N � A11 in OO M "v N 0 r` 0 SOAP SHELF - 2x4 WALL A28 0 soO - 2'-7" V.T.O. N 20 � PRIMARY BATH 30 80 CF ti D29 M 6'-91/2" 3'-11" 5'-T6" BEDROOM 2 ® ATTIC r--- TYP. I 6' - 6" 1 I I A2 H RS 35 li O 60" SILL I A18 I 6' - 9 1 /2" ACCESS ��I II I � � I A14 I x I I � � I I � � I ---� 3' - 7 1 /2" 15' - 2 1 /2" Al °° D 17 D31 °' __ ___ °° OO S — — — S.D. CV (A1� � D18 PRIMARY SUITE FURN. I N - — D-�0 4'- 9 1/2" "' D21 5'-71/2" 3'-4" 3'-61/2" �� c.o. s.. Electric furnace with heat pump per option 2 A20 A19 D27 27 DECK 28 A06 SLATTED DECK SURFACE o/ WATERPROOF MEMBRANE. SEE SECTION. \ \ 21 20 / v / I \ \ / \ / \ / \ \ / \ � \ I I I 23 \ II 11' - 2 1 /2" I I \ I \ — — — � N - 11'-6" o \ N N _ I °° � D16 I Ao8 I I � 22 o � - 29 - II JIBE ROOM 3 � I m�!�■ WSEC. � D26 S.D. - 5/8" GWB AND RC CHANNELS WITH 2x6 INSULATED WALLS AT 4 SIDES OF MECHANICAL ROOM. °' A06 00 A20 �� C.O. S.D. 6'-6" BONUS ROOM N 16'-7" D28 _ _ � _ _ _ I DE K i i — � — — — i � A06 L— — — — — — — — — — — — — — — — — — — — — — — — — — — J 3' - 7 1 /4" 4' -1 1 /2" 4' - 1 1 /2" 3' - 7 3/4" 8' - 9" 15'-6" 17'-6" 2ND FLOOR A17 1 i I A2 i 9'-6" � 32 O D24 80 FM�AU N D RY � i I I I I I o I A10 DRY'R WASH'R o II —�II I I I I I I I I _ II I I I I I I I I _ II I I I I I I I I t)6 I I I I I M ti III I I I I I I I I 3' - 9 1 /2" '- 3 1 /2" I I i I i i i i i i � 26 �_ I I I I I I I I N I I _-------1==1------ I A07 i II A35 DN I I I I I O 5 I 8' - 0 1 /2" I I I i i I I i � I I I I I I \ 31 � (OPEN TO \\o I I I BELOW � 5'-63/4" I 25 � \ \ \ I N o ;II I \\ I I I II I I I \ \ I — — \ � - �II I i \\ � I I A19 I II ---- --- \\ � 24 I \ \ \ o ��— I \ _ I �\�, I — N / \ — — � — — — �\ � — - / � � i // \\ i / \\i A7 8'-9" 8'-4" 11'-2" RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V Z N Z Q � Q � U � Y= � W a 'w w ,n a� a "�� O J�� U �rn� M (O � Z �N` �u � o °�' e�u m J � � a 2 H � � O V �� ' 'vs �� 3 - ^C,, W - >: ��- ,� , .� Z N r C L_ �� N� C U C w E }�« o Z C N N ?� J N N E T a� y� O o � O t�� m m N o n o- � c� d pp � o aci . c �i� := o Y H o a T� Y U E_ m e cQ ~� Q �07 �-% O� 3 "O w U C C U� O� d O :� o w �'o o U 5 m `° m o� m« y � LL V � U �` N C N� L � m U C E N O W� U° °c w o V° o c c� 3� m w U U J J H C (O U N O p a 0.'m m 0 w� o W O m U a d 'O E N S U1 L 3 C Z O. � y` N d �O ~� m U � m Z W O V � Z � W�..1 � O W � � W Z Z O "' O °'� O W N vi = o �s V �. Z Q O � � LJJ z_ N wV � z Q H � � N Z wW wW w0 Z O � � Q 0 � Q Q W c� 0 0 .N .� 0 z PROJECT NO. 201202 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 2/26/2022 8:05:57 AM BUILDING SECTION SCALE: 1/2" = 1'-0" RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U z � N M O 00 Q � U Y 2 0� J W d 'u7 W � N GS � C "� O J � � U �� M CO w Z � N C N — N W m � d LLJ F— O .$ V . i C �� _ � C ,,,� `i�jillllll!Ifl�lllllll(k ,� r �11��1�II� � L �... �� l `� v,-,` �'1�;�� U LLj d °� �` o f -p a�'i a c o m o 0 Z U E U1 .N _ U d W C @ U C w« }� O 'O U N b O L @ >, a� N C O p Z O y U O C� m a p. U O 'E@O Q Z C —y�� p � N d � C C C U r O� y p O O J N C @ 'O O. �p @ @ O -O @ .t-� .N O Um y:; @�mEyoy�`c o } W J w (�/7 N y� U N _N a1 � d g 0 0 d O C N C C N � «O fN, N 0.- U U J O o°� :.. O d a o 5— p« a wF na'-o dJ o"a@�o�v t? H�� N� �� z d m�>� E m m J Q � H O W z O Z � O W 0 O _ `� � W LJJ W o � c� Z di Z � W � = Z V = a Q W a o N `� W p w 0 0 r �L :.: 0 0 Z PROJECT NO. 201202 TL DESIGNED BY DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 2/24/2022 4:51 PM SEE 3/51 FOR ALTERNATE AT WOOD FRAMING PER PLAN VARIES. HUNG JOISTS SEE 20/S8 FOR CONNECTIONS AND GENERAL NOTES WOOD FRAMING NOT SHOWN All design and construction shall conform to the requirements of the 2018 International Building SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted PT SILL PLATE w/ANCHOR BOLTS SHEAR WALL PER PLAN FLOOR BOUNDARY NAILING PER Code. below or better: AND WASHERS PER SHEAR WALL DIAPHRAGM SCHEDULE Use Grade Fb si �� SCHEDULE. MINIMUM ANCHOR SHEAR WALL PER PLAN 2x PT SILL PLATE RIPPED TO Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with Wall Studs Hem Fir Stud 675 BOLT EMBEDMENT = 7 . MATCH CONC. WALL WIDTH w/ any construction or demolition. Contractor shall notify the Architect of any discrepancies or field Plates &Planks Hem Fir #2 850 BOLTS PER SHEAR WALL changes Joists &Rafters Hem Fir #2 850 SHEAR WALL PER PLAN PT SILL PLATE w/ANCHOR BOLTS SCHEDULE 4x Beams Douglas Fir -Larch #2 900 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 6x Beams Douglas Fir -Larch #2 875 AND WASHERS PER SHEAR WALL EDGE NAILING procedures required to perform the work. Contractor shall provide adequate shoring and bracing of Posts Douglas Fir -Larch #2 750 SCHEDULE. MINIMUM ANCHOR BOLT EMBEDMENT - 7". all structural members, existing construction and soil excavations as required, in a manner suitable 2x4 T&G Decking Douglas Fir -Larch Select 1750 to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry y design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such � �� and all connections to the floor framing per these details are complete. as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B. �\/�� \\/� 8" THICK WALL ��\ #4 HORIZ. AT 18" o.c. AND (2) AT 8" THICK WALL ��\ #4 HORIZ. AT 18" o.c. AND (2) AT CHANGES: No chan es to these structural drawin s are ermitted without written consent of the All wood connectors shall be manufactured b Sim son Stron Tie Com an or a roved a ual 9 9 P Y P 9 P Y( PP q ), UNLESS NOTED TOP OF WALL UNLESS NOTED TOP OF WALL SLAB ON GRADE FLOOR JOISTS PER PLAN, PER PLAN Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate. and of the size and type shown on the drawings. All wood connectors in contact with OTHERWISE #4 VERT. DOWELS AT 24" o.c. OTHERWISE #4 VERT. DOWELS AT 24" o.c. JOIST BLOCKING AT 48" o.c. WHERE preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). Q z ALTERNATE HOOK AT BASE Q z ALTERNATE HOOK AT BASE JOISTS ARE PARALLEL TO WALL. SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or g g g � construction for all the following: MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood - - - - HANGER PER PLAN Structural steel, steel canopies, glued -laminated members and pre -manufactured wood framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown. 00 °° PERF. FTG. � � DRAIN WHERE FOOTING PER PLAN � °� PERF. FTG. � � DRAIN FOOTING PER PLAN PROVIDE VAPOR BARRIER BETWEEN JOIST AND CONCRETE WALL members. Location Min. Nail Quantity/Spacing Type* APPLICABLE Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN STEM WALL AND FOOTING Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal EF* staggered and signature of the Washington State Registered Professional Engineer who is responsible for the Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN _ � m � - � M J PER 1/S1 O _ _ • _ _ U design, and shall be submitted to the Architect and Building official for review prior to fabrication. or studs -to top plates 3" x 0.131" 3 TN DESIGN LOADS Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 4 or blocking L = 40 PSF (Residential) -to studs 3" x 0.131" 3 EN TYPICAL CONCRETE FOUNDATION 1 TYPICAL CONCRETE FOUNDATION AT SLAB 2 HUNG JOISTS AT TYPICAL STEM WALL 3 = 60 PSF (Balcony) Header (built up 2x s) 16d box 12 o.c. T&B FN SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following Header -to studs 3" x 0.131" 4 TN Factors: Joist -to supports 3" x 0.131" 3 TN Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 -to rim joist 3" x 0.131" 4 EN Roof Snow Load Ps = 25 psf Is - 1.0 Rafter -to supports 3" x 0.131" 4 TN, EN WIND LOADS: Wind loads are based on ASCE 7 Ch. 28 (Envelope Procedure) with the following Rim Joist -to sill or blocking 3" x 0.131" 6" o.c. TN LAP JOIST OVER BEARING MIN. 6" factors: Stud -t0 Stud 3" x 0.131" 12" O.C. FN 24 �� AND NAIL WITH (3) 10d FLOOR SHEATHING PER Exposure Category = B -to top/bottom plate 3" x 0.131" 4 TN STRUCTURAL NOTES Velocity (3 sec) = 100 mph (ult) Kzt = 1.0 Top plate -to top plate 3" x 0.131" 12" o.c. FN #4 x 24" Design wind pressured for determining forces on components and cladding are determined in -to studs 3" x 0.131" 3 EN MATCH HORIZ TYP. WALL POST PER PLAN accordance with ASCE 7 Cha ter 30. -laps at corners and 3" x 0.131" 3 FN P REINF. REINF. TYP. I SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-16 intersections � 24„ I Section 12.8 with the following factors: Truss to top plate 3" x 0.131" 4 TN Risk Category = II Ss = 1.27 "each "top #4 x 24" POST BASE PER SCHEDULE Site Class = D S1 = 0.498 *EN =end nail, FN =face nail, TN =toe nail, EF = face", T&B = and bottom" MATCH HORIZ Desi n Cate or = D SDS = 0.846 g g y RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood R = 6.5 (wood shear wall) SD1 = 0.598 REINF. FLOOR101STS PER PLAN INSULATION PER ARCHITECTURAL 12" SONO TUBE FORM °°O�° Ie = 1.0 Cs = 0.130 (ult.) Association. Sheathing shall be as follows: 2x CONT. BLOCKING OVER BEAM ° o ° Shear Wall Shtg APA rated 7/16" 32/16 C-D INT with Exterior Glue (CDX or OSB) 2x PONY WALL WITH (3) #4 VERT. FOUNDATIONS Roof Shtg APA rated 15/32" 32/16 C-D INT with Exterior Glue (CDX or OSB) - - - STUDS AT 16" o.c. DOWELS Sub Floor Shtg APA rated 3/4" 48/24 T&G C-D INT with Exterior Glue Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be Sheathing be the the drawings. Shear ALT. HOOK � a � /��/� ��\/ shall orientated over supports as shown on wall sheathing stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing, be blocked in the wall \��% ��%� shall at all panel edges as shown shear schedule. SINGLE REINFORCING ° N FOOTING PER `� foundations shall be placed on structural fill mixed and compacted in accordance with specifications #4 x 24" 2x SILL PT SILL PLATE o PLAN provided by a Washington State licensed Geotechnical Engineer. Prior to construction, the GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification MATCH HORIZ WITH %" DIA. ANCHOR VAPOR BARRIER PER LL � contractor shall verify the Bearing Ground has minimum allowable bearing pressure = 2000 psf. mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be REINF. BOLTS AT 48" o.c. ARCHITECTURAL z � � o applied immediately after trimming either shop or field. Members shall be Visual Graded Western Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade Species Inductrual, Architectural or Premium grade with strength as follows: NOTES: FOOTING WITH unless required otherwise by the Building Official. The contractor shall confirm the minimum frost Plan Symbol Common Name Species Fb E 1. VERTICAL REINFORCING NOT REINFORCING PER PLAN � � depth with the Building Official prior to excavation. GLULAM Glulam DF 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi SHOWN FOR CLARITY m FINISHED GRADE GLULAM V8 Glulam DF 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi 2. SEE STRUCTURAL NOTES FOR u CONCRETE CLEAR COVER DOUBLE REINFORCING _� � m Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by Concrete for Buildings." Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based on 12" member depth): CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength f'c at Symbol Common Name Manufacturer Fb E TYPICAL CONCRETE WALL AND FOOTING CORNER 4 CRAWL SPACE SECTION cj TYPICAL EXTERIOR ISOLATED FOOTING 6 28 days shall be as follows: PSL Parallam Trussjoist 2900 psi 2,000,000 psi Slab -on -grade, Curbs and Pads - 2000 psi LVL Micolam Trussjoist 2600 psi 2,000,000 psi Footings - 2500 psi LSL Timberstrand Trussjoist 1700 psi 1,300,000 psi Walls, Stems - 3000 psi (2500 psi used for structural design) VL (1%4-2%$") Versa Lam Boise Cascade 2800 psi 2,000,000 psi WOOD FRAMING PER PLAN VARIES. VL (3%" &wider) Versa Lam Boise Cascade 3100 psi 2,000,000 psi SEE 20/S8 FOR CONNECTIONS AND Water/cement ratio shall be measured by weight and shall be based on the total cementitious MAIN FLOOR POST FRAMING NOT SHOWN material. Water/cement ratio shall be determined by the supplier based on strength requirements PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer PER PLAN and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs licensed in the State of Washington, who is regularly engaged in the design of plate -connected (4) 16d PT SILL PLATE w/ANCHOR BOLTS but shall conform to ASTM C 464, and be used in accordance with the manufacturer's wood trusses. Truss design shall be accordance with IBC Section 2303.4. NAIL STUD TO HDR. PER 2x BLOCKING AND WASHERS PER SHEAR WALL recommendations. CaCI and other water-soluable chloride admixtures shall not be used. TYP. HEADER DETAIL (4) 16d SCHEDULE. MINIMUM ANCHOR Trusses shall be design for the following superimposed dead loads: BOLT EMBEDMENT = 7". REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in top chord bottom chord total � these drawings and properties below: roof trusses 10 psf 5 psf 15 psf SHEAR WALL PER PLAN All reinforcing unless noted otherwise - ASTM A615, Grade 60 floor trusses 12 psf 3 psf 15 psf #3 stirrups and ties - ASTM A615, Grade 40 FLOOR JOISTS Welded rebar - ASTM A706, Grade 60 In addition to dead loads, the design shall include the live, wind, snow loads as identified in the Galvanized Welded Wire Fabric - ASTM A165 "Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per 2x HEADER PER PLAN ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing BLOCKING POST PER PLAN Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for plans and hanger schedules in these drawings. AT STRAP CS16 x48" STRAP Detailing Reinforced Concrete Structures." (4) 16d • Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings. Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, reinforcing bars shall be lapped as follows: Floor trusses shall be design for maximum live load deflection = 1/2" and minimum live load BASE CONNECTION #5 and smaller - 48 bar diameters deflection ratio = L/480. o o PER PLAN #6 and larger - 60 bar diameters � o x z Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses o w � g shall be su lied with the ro er han ers end connections brid in bracin to rovide lateral Minimum concrete cover over reinforcing shall be as follows: PP P P 9 � � 9 9� 9 P W z � �, Nonstructural Slab -on -grade - Mid -Depth stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall x a W J v • Wall Bars: interior face - 3/4" be supplied with tapered hardwood shimming so that every chord bears on the full width of every o a � POST PER PLAN FOOTING PER PLAN STEM WALL AND FOOTING exposed to earth/weather - 1-1/2" (#5 and smaller) support, without notching the truss members. The truss manufacturer is responsible for ensuring o � �� 2" (#6 and larger) the bearing seat does not exceed the sill plate capacity of the supporting element. z „ PER 1/S1 Footings: Bottom Bars - 3" (cast against earth) � z - Top Bars - 1-1/2" RECOMMENDED INSPECTIONS w � POST BETWEEN JOISTS POST AT JOISTS Side Bars - 2" The following recommended minimum items shall be inspected by a qualified individual provided _ � J o ° ° SECTION $ SECTION 9 by the Building Official: Provide supports as required for proper alignment and concrete cover around the reinforcement. -Footings bear on competent native soil per the "Foundations" section above a a o � HOLD-DOWN PER PLAN Consult the CRSI Manual of Standard Practice MSP-1 for specific information. -Footing reinforcement o N ° -Shear wall sill plate anchors and washers per schedule � � ° -Shear wall nailing and shear clips per schedule -Shear wall hold-downs ANCHOR BOLTS AND SILL ° 6" MIN PATE PER SHEAR WALL TYP SCHEDULE AND 1/S1 (3 BOLTS MINIMUM) #3 HORIZ TIES @ 8" o.c. & (2) AT TOP e° ,, Q SECTION A TYPICAL DETAILS In addition to the details and schedules on the framing plans, those noted as "Typical" shall be A #4 VERT. EA. END OF STEM wALLAND @ 12"o.c. used throughout the structure as applicable. HooK INTO FOOTING RECEIVED 3/17/2022 FOOTING PER PLAN CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES SHEAR WALL AT GARAGE DOOR 1 O 11 12 Ross Engineering Design Inc ryan.ross@rossengineer.com ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W Z O O W O N `� W 1.1.1 W o 0 O� Z Z � Z TW i z V = Q Q W � Q z � O `� W p 0 m 0 c 0 a .� a� G 0 z FILE/ NO. 22005 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 2 / 24 / 2022 s �9�� tio sTyo �� 9�0 L� C�______________________________________________________________________ _____� �_____l r________i r' �___________� r________________________________________� I C IL______. �i `, L� pC` u �� pays y��g w �-------------------------- � �p�yS ,�� I ---, � 'V r r7 �-� _______________ LJ u i � S 8'-0" MIN -====7 =___� w ��p�y --------, r--------------------� �----------� �----------------------- -----� Ir--------, �-------------------------------------------------------------- �y�7A yOG yOG �7 c====-' I � � � j ��p� � j I cn h'p�g � w � SW3 � �-------------------------------------------- �--------------- I y�Ci -----------,---,�---------------------- 9 rl u � 'vpp� L_______ � L, '��payS y�U L� � R --------�--�= J L====, I l rn l �r--------Cn Ii I i � II I �L__________ _____,_fl I I •_____ rJ L_______ J`_______________�I L_____________ _____ _____ J L__________7 �__________________J V �y� SW4 p� a ^a L. �� r__________________________� �_____________J ______7 C=li r, yaG aG r �________________ I S S IL J i ' L_______________________, I i I ., F4 �i ' I it ^^ i I � i r � r�_7 C_,, J � i � I i I I l i i i I �__________________________________� L-------------------------� �-1 ____________ r � l r-J _______________ L______________JI rl _____________________________� `___i `, r___' `__�_______________i_ __� m sw2 � ! ! I L_____________________J . � M� W II T' y � r �O� �O� O O O /� t/� rn ir— i� to D D m m Or O z�cn I—� �X = n m =� O D m � � m m p D� � �_ `� pD�J rWr- DDr rn=m m0 W o D O c m c� „� �s� c�� 0 cn �___________________________________________________; �___-; �_____; �___________________________- ; _ MSTC40 � �i �? L, l IL_____ L________7 r_______� II MST C`�0 / n STCgo C q2� � i � L, r------------------------------------7 L---------' L------- ii I (n i i r______________l i ii � LJ_____��_________________________________________ W u� I I \_ iJ - II r� o��ys`�--------------- L____7 C___l r______� u u_______________________ u __________________ L, ________________� I _____ _______________________________ II l � � i I I ys� ' I i i ? ? I I �� ; �_, oI L------------------------ L------------- l �� ! II �, � �=__ Oy II �'0-__________� �______� f; I I II I II I �I I� II II II _______ _______JI II I� l r II l I I I I I' •________J L_______� I II II II �� I I � I i II �� D � II �, II �, r II �� II ;� II �� m 0 II I �--------, �----, L---------, ----J I ------- ao T � L__ __ II L____� L____� O SW3P o O t/� rn O 70o rn �i� nn � S% 'r� Z � z O � fit. � � � ^' O Z Z -y+ � � Z N m W T zTn �� o nm� rn 0 r � 1'1 oOm \ � z R �� ym� N j z orn ��o N m � v z � � p � = m � _ m n m � D � Z � � � O O `m Z C) D m W � � � � � z � O N N N O N N � W � r � N O � � � N � O ��p SOLOMON RESIDENCE DESTA GETACH EW &GENET SOLOMON EDMONDS, WASHINGTON 98020 '', �'";, COPYRIGHT 2021 � THE LEREN COMPANY INC. LIMIT OF LIABILITY NOTICE � ' ' ��, .._ Adoption of these plans to meet specific State, local codes � �1�'I - n � - `� �� E� regulations, and specific site conditions is the responsibility _ -- .-��,� of the Owner and/or Contractor. — - The Leren Company Inc. or iYs employees shall not be held responsibleforanydamages _ THE LEREN COMPANY INC. relating to the accuracy and _-R _ overall integrity of these plans. The Owner and/or Contractor . must inspect all dimensions and details in these plans for PO BOX 12863 MILL CREEK, WA 98082 errors or omissions prior to 206.954.4145 PH construction. email: info@lerendesign.com lerendesign.com FOUNDATION NOTES • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK. • GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY THE LOCATION OF ANCHOR BOLTS AND HOEDOWNS PRIOR TO POURING CONCRETE. • ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF FOOTINGS. • TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL NOT SLOPE MORE THAN 10°/O. STEP FOOTING AS NECESSARY TO MAINTAIN MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. • FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. • ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. • UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR BOLTS SHALL BE%2' dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL HAVE A 3"x3"x.229" GALVANIZED WASHER. • SEE SHEARWALL &HOEDOWN SCHEDULES FOR SIZE AND PLACEMENT. • CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) • PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS. (R406.3.2) • PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. • ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO FINISHED GRADE. (R406.1) • SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. COORDINATE LOCATIONS WITH DOOR &WINDOW ROUGH FRAMING TO PROVIDE ACCURATE DIMENSION FOR OPENINGS. FOUNDATION VENT CALCS. (R408.1) THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OFUNDER-FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 1842 SQ FT NET VENTILATION AREA/ 300 SQ FT 6.14 NET AR EA NUMBER OF VENTS REQ'D NET AREA / 0.48 13 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 368.4 CFM A B C D �'` E F G H 52'-6" I 14'-10" 20'-1%" � 1T-6�" 2%a" 9'-10%a" � 2T-6%" � �I �I � � � I I I 6� N� �� I � I I I � , I yam yam L_ J L_ J MI I � � F-04 � I, I I, F-04 M — � — J� J� � CONCRETE LANDING & STEPS --------- TO GRADE PER LR.C•-------------------- --------------------- 9 � — — — — — — — � —� — ---------I— --�--- 'I +--------- — . 4a e e �� *� � F-01 I I T Y P . I I — — — — — — — — — — — — — — I ,` � ,NO BOLTS °, 8 - 8,. �ONCR TE STEM WALL � I — - ----- II II --------- ---------------- - ON'16 x8 ONCRETE FOOTING 3 (TY�P. U.N. .) � S1 _ I I I 4 a i � 2'-1%2' co N Q� �" � � i F-03 I °l � �I � � i 1 � -L- 1--- + 7 - - - - - -- -- --- I -�- - - � - - e ° ' ,NO BOLTS— — — � - ,s, I ��--� III----�� , I ��F-06 F-08 I � F-07 I � I F 05 I I �I I I"I I - - -� � I I " ° I CAN'T li 8 r � i i � I, , I 5 I, S� , I I F-03 I I S� I I"° M I I I � II III I I � I I I I II F-03 I �� 13'-3/ � 8 4 � ' ' , T-1/a° T-5" I i2� I 4'-11 T-5%s" 3'-11%" �" I II I I 'I _ CRAWLSPACE I'� II II '�, � / 5 6 MIL. BLACK V.B. _ �S 1 i � I, I, I, i 1 � �� I � � -� \S � a I, I � �� I I I � NJ � � 'I, � I o --� �---- I' I, F-06 I I �' � �1 M �� O� F—Of � � S1 � � J I "° I I I � NJ � I � I, I, I, ��-- —� a° I I I I i . .. I i I 10'-5" 10'-11" �� w ,�, I :� Q� �QJ � � � iQ�l I —03 I � I �� I, I a l I ; - -,� i � - � hO 9 I I 1\ S � - I I�I F- 09 I, o f I �g ". o i I�I � N � � Z ' 5'-83/a" ,S1; I GARAGE SLAB � I _ 4" CONC. SLAB. SLOPE MIN. %" � �0�� 1 PER 1'-0" TOWARDS GARAGE DOORI I � � S �� I I I I I N I I � � I I I �� \ �� I � I J I I� F-01 I i I �� GPI I ° ' " .. NO BOLTS ° TO I i 1 / � � - �� - 3 - -S� - "� � I 0 ti I � I I O� _ � � �:, i N u ° ` ° , . NO BOLTS ST,9 'S" �-—- � ° - 1 I I I `° � 9 6 � �OL� ;� 6" CONCRETE STEM WALL RAISE STEM WALL RAI�E STEM WALL ON 12"x8" CONCRETE FOOTI G - C N RETE LANDING & STE S PER 10/S1 I PER 10/S1 I � Jo. - y�f0 GRADE PER LR.C. I CONT. FT'G UNDER GARAGE DR. I F_0 F-02 I — ---------I-- — I I I I I I I I I � �I I I � � � � ��O 2'-10%a" �y 16'-3" O 2'-10%" �yo' f` � � � � � 22'-0" 11'-0" Q 7'-10 z" 11'-7%2' _ 52'-6" _ FOUNDATION PLAN SCALE: 1 /4" = 1'-0" ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN NOTE ! ALL FOUNDATION WALLS TO BE 8" UNLESS CALLED OUT OTHERWISE. LEGEND ° - STEM WALL �_ — —FOOTING CONCRETE SLAB CONCRETE FOOTING SCHEDULE SYM. FOOTING SIZE RE -BAR PLACEMENT F—Ol *16"x8" CON'T. (2) #4 CAN'T. F-02 *12"x8" CON'T. (2) #4 CAN'T. F-03 16"x8" CAN'T. (2) #4 CAN'T. F-04 *30"x30x8" (3) #4 EA. WY. F-05 *36"x36x8" (3) #4 EA. WY. F-06 36"x36x8" (3) #4 EA. WY. F-07 *42"x36x8" (4) #4 EA. WY. F-08 42"x36x8" (4) #4 EA. WY. F-09 24"x24x8" (2) #4 EA. WY. NOTE: *EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U z � N W O W Q � U Y 2 sT wa.N w � � ��_-� " O � °' J V � U ��o M CD w Z (O O C � N .. W � � � o W m � a W H O c.i C + �, .y c L N O W N -�_ .O - a � -O O O V) O O .. ? U E m.N � m a s m m a` o c o Z U�� o o c a m� of o� a a O. O a 2�~ p `� O O C� U O� O D O J y � N'O O. �p N O�- ` � U � �� E c m y= �o N o�� j Z a s m t6 N� V y 0 � .� m a y O a' W O U O C�� T� � C C C .� O O U � O o� 3� 0 J �- °a m m 0 y -o 0 w— aarnc � E � m �-o ? � � y � o,� s O � E > F E � � J Q O F O W O O W O N � `� W LJJ W o O C� Z Z � Z � TW i z V = Q W Q O `� W p :� 0 c O a �L :.: 0 O Z PROJECT NO. DESIGNED BY 201202 TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 2/24/2022 4:53 PM A B C D �Q E F G H 10 9 8 �./ 3 2 0 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN NOTE ! P L. POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL FLOOR FRAMING MEMBERS TO BE 2x10 HF#2 OR BETTER LEGEND CONCRETE WALL UNDER _------= 2x4 PONY WALLS UNDER WALLS/ FIXTURES OVER FLOOR PERIMETER FLOOR JOISTS HEADERS &BEAMS CONCRETE SLAB .IN FLOOR FRAMING RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W z O Z � O W 0 O `� W LJJ W o O O� Z O� Z � W � z V = Q � � W Q O `� W p :� 0 �L :.: 0 Z PROJECT NO. DESIGNED BY 201202 TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 2/24/2022 4:53 PM A B C D �Q E F G H I I I I I I 2.25.2022 � � � � �- � � I '1 I y ►"' • v�. 1 �------------ I ------- I --------------------------------- I ---------- I------------- Q -- ----- ----- --- ---- - I --- ---- M-09 -- I -- ----- ---- -- - -1--- --? --------------------------- `� pF WASH/,y S � C�Z �� N h I I �� I I y�o 22 os I I I I I _ 46411 � o I I � � �' �� ' � � � � �, LISTER ��A I � � I S/pNAL�- / \ / _-_- -_- I - -- _-_-_ _-_- __-\-_ _-_- -_-_ _- _-_- _-_ _-_-_-_-_-_-_-_-_-__ --------- --- ----------- ----- -- �-�- i - --- -- 4x4SKY--------- tom.--T--- -- -- - -----, i - -- i i ----- ----- m - 4 - -� � �--= I ELECTRONIC COPY IGHT 4 4 SKYLIGHT i I I I , QO � � ,� �� Imo' �� o � NOTE � ORIGINAL ON FILE AT � � � � �O i Q � � �� ROSS ENGINEERING DESIGN N I ----- ----- � I � �"� '� � � i �- -- -- -- - - i - i N n m ( P.L. Q `Z` �.Q'Si B -06 1`� i ru - -- -- I -- - -- - i Q � ' - � L -� I ____ I POINT LOAD ABOVE. 8 ---- --- -- --- - - -- - --- ----- ----- - ---- ---- --- ---- -- --- --- - ---- - ------------------- SOLID BLOCKING REQUIRED IN _ , � � � � � � � � ` 'Sio� i ,�/ GIRDER TRUSS, ��Q 4:12, O� I �� FLOOR FRAMING �.J 0 4 OPEN SPACED DECKING P.T. 2x8 SLEEPERS TPO ROOFING OVER Z' SHEATHING TAPERED 2x10 JOISTS 18" FLOOR FRAMING � SEALED DECK FR, 3 2 o _ 0 N iR FRAMING FLOOR TRUSS NOTE: THIS LAYOUT IS FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. NOTE ! ALL FLOOR FRAMING JOISTS TO BE 18" OPEN WEB TRUSSES. DESIGN FOR MIN. L/480 AND MAX. 1/2" DEFLECTION. NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A �'� \�� BM-01 Q/ LEGEND TRUSSES TRUSSES (TOP CHORD) OVER FRAMING ________ WALLS UNDER WALLS/ FIXTURES OVER HEADERS &BEAMS FLOOR PERIMETER FLOOR JOISTS LANDING JOISTS STAIR STRINGERS LOWER ROOF LINES LOWER ROOF VENT CALCULATIONS ROOF AREA 882 SO FT REQUIRED ROOF VENTILATION AREA/ 300 2.94 SO FT 40-50% IN UPPER &LOWER ROOF ROOF VENT AREA / 2 1.47 SQ FT VENT BLOCKS IN EAVES BLOCKS =AREA/ 0.074 20 ROOF VENTS IN UPPER 40-50 OPTION 1: AF50 ROOF JACK =AREA/ 0.333 5 OPTION 2: (ridge vent) CORAVENT V300 =AREA/ 0.094 15.6 FEET RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U z � N M O 00 Q � U Y 2 0� J Wd�u7 W � N GS � C "� O J � � U �� M CO w Z � N C N — N W m � d LLJ F— O .$ V . i C �� _ � ,��;° `i�jill IIII!Ifl�lllllll(k '`'� �11I'illI� � �... I � .� l ` �. '; �: � .I I . � F I .y U uid d�`o=v a`�iacowoo Z U E U1 .N - U d W C @ U C w }� O a U N b O L @ >, a� N C O oZ O N U O C a a R� CO N 0. O. U O Q Z C — �� p � N Uy`1 � C C C U r O� y p U O J N c d a O. @@@ O a @ r .N O U m N 4: @ m� y o �` C .t- C y aw�'�Ulcwcca"iaoa°iida."—jOo O w w c c ° 0 3� i. v+ rn c 3 c� o u U J O o°� :.. O d a o 5— p« a w F n a' a@ J a a@�° m a t � � � w N � t a£i m � > � E m m ccOi J Q � H O W Z O O W O � `� � W LJJ W o � c� O� Z z � W � = z V = a Q W Q O `� W p :� c 0 r a �L a� 0 0 Z PROJECT NO. 201202 TL DESIGNED BY DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 2/24/2022 4:54 PM ROOF PLAN NOTES • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR GROUND AND ROOF SNOW LOADS. • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS ENGINEER. RAFTER FRAMING PER PLAN. • TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER GENERAL CONTRACTOR. • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE WITH CURRENT CODES. • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS SPECIFIED IN DETAILS. • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER MANUFACTURER SPECIFICATIONS. • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. • PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED ATTIC WITH LIMITED STORAGE. • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING ROOMS. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF ATTIC SPACE WHEN NOT LESS THAN 40%AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UPPER ROOF VENT CALCULATIONS ROOF AREA 1904 SQ FT REQUIRED ROOF VENTILATION AREA/ 300 6.35 SQ FT 40-50% IN UPPER &LOWER ROOF ROOF VENT AREA / 2 3.17 SQ FT VENT BLOCKS IN EAVES BLOCKS =AREA / 0.074 43 ROOF VENTS IN UPPER 40-50 OPTION 1: AF50 ROOF JACK= AREA/ 0.333 10 OPTION 2: (ridge vent) CORAVENT V300 =AREA / 0.094 33.8 FEET A B C D 9-----------------------�-------�----------------------------------�----------1------------------- I I I I I I I I �.J 3 2 I I �I I I 1----------------------- !------- �--------- (� Q E F G H ___—_—__ _—___—_—___—_—_—_—_—___—_-1—_—_—_—_—___—_—_____�__ I, I I I � i i ------------------�---------------i T---------�------------------------ i i I, I I I I I I I I I I � I I I I I I, I I ----------------------!----------�---------------------------- �-----------!----------------i--------------------�------- a ROOF PLAN SCALE: 1/4" = 1'-0" FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. 2.25.2022 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A �'� \�� BM-01 Q� LEGEN D TRUSSES RAFTERS TRUSSES (TOP CHORD) OVER FRAMING GIRDER TRUSS ________ WALLS UNDER HEADERS &BEAMS ROOF LINES LOWER ROOF LINES RECEIVED 3/17/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U z � N W O W Q � U Y 2 iT wa.N w � � ��_-� " O � °' J V � U ��o M CD w Z �p O C � N .. W � � � o W m � a W H V C + � .y C L N U W N -�_ �- -O � -O C O V) 0 0 ? U E m��, � m�a s � � a ° ` c � Z O p pU 0 C� � U N C C [0 a 0 0 t`0 y p O a Na} N V p.dU TO TO �U E O N O a N e _� H p N O O C 0 0 .` p r O U OJy �N'O aN NOS- ` � U � �� E c m"= �o N o�� j Z a L m t6 N� V y 0 � .� m a y W � c� o a� o a J `o c c� a m n= O W W c w o 0 3 m j, w Q' � 3 .5 �° y U � O o p m :.. O d a o �— p .. � O- W F Q O. O 'O N J 6 [0 m N� -O � ? � � y � o w s aEi � E > F E � � J Q O F O W O O W O `� W LJJ W o O Z Z � Z � TW i z V = Q Q � � W Q O `� W p 0 :� c O r a �L v m O Z PROJECT NO. DESIGNED BY 201202 TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 2/24/2022 4:54 PM DIAPHRAGM NAILING SCHEDULE NAIL SPACING NAIL SPACING AT AT BOUNDARIES INTERMEDIATE NAIL SPACING BLKG SIZE OF AND "OTHER" FRAMING AT BLOCKED LOCATION SHEATHING REQD NAIL PANEL EDGES MEMBERS PANEL JOINTS ROOF SEE STRUCT NOTES NO lOd 6" OC 12" OC 6" OC SUB-FLR NO 10d &GLUE 6" OC 12" OC 6" OC DIAPHRAGM NOTES 1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER DIAPHRAGM DETAIL 2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPHRAGM 3. NAILS SHALL BE COMMON OR GALVANIZED BOX 4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH BLOCKED DIAPHRAGM TYPICAL CONTINUOUS WHERE INDICATED PANEL JOINT M li M dI, IJ tl IJ aI: li BOUNDARY 'I Il Il Il 11� la fl la il� 11 NAILING :t li li li 11 11 TOP PLATE IJ �I: IJ ' C II IJ BLOCKED CONTINUOUS �I dl� Il 11 u U Ij - Il "OTHER" PANEL PANEL JOINT , EDGE NAILING I� ti �� fl �� 7t: li i�. INTERMEDIATE 101ST/TRUSS NAILING DIAPHRAGM DETAIL TYPICAL DIAPHRAGM NAILING 1 FLOOR BOUNDARY SHEAR WALL SHE EDGE `:ONT. SOLID BLKG. =LOOR SHEATHING PER iTRUCTU RAL NOTES TYP LOOR JOISTS PER PLAN SECTION � 6 "' "'"""' "' "KING AT 6 FT o.c. FLOOR ER PLAN V LV LFiIVI LJ LFII VI rLf� rLF11V SECTION � 11 TOP Pl NOTES: SEE STRUCTURAL NOTES FOR TYPICAL TOP PLATE NAILING NOT SHOWN TYPICAL TOP PLATE SPLICE � 2 SHEAR WALL PER PLAN EDGE NAILING FLOOR BOUNDARY NAILING 2x BLOCKING w/ (2) SDS25312 EACH BLOCK JOISTS PER PLAN ROOF BOUNDARY NAILING CONT. 2x BLOCKING WITH 16d AT 6" o.c. SHEAR WALL PER PLAN FULL HEIGHT EDGE NAILING BEAM PER PLAN CRIPPLE STUDS AT 16" O.C. WHERE APPLICABLE TOP PLATES NAIL STUD TO HEADER W/ (8) 16d STUDS) PER PLAN FULL HEIGHT TO TOP PLATES TRIM STUDS (TRIMMERS) PER POST PLAN SOLE PLATE NAIL/SCREW FLOOR BOUNDARY NAILING ROOF BEAM PER PLAN DBL. 2x CONT. BLOCKING I CONT. � FLOOR TRUSS PER PLAN -TOP BEARING SECTION � 7 2x BLOCKING SOLE PLATE NAIL/SCREW FLOOR BOUNDARY NAILING `FLOOR TRUSS PER PLAN -TOP BEARING SECTION 12 SHEAR WALL PER PLAN EDGE NAILING GLULAM BEAM PER PLAN OVER SHEAR WALL (4) LTP4 EACH SIDE SPACED EVENLY SOLID BLKG MATCH WIDTH OF BEAM/GIRDER TYPICAL HEADER DETAIL 13 TRUSS TO BEAM � $ SON CS16 WITH (20) �0 DBL. TOP PLATE D AT EACH SIDE. JI AS NEEDED. I .,�f PER PLAN NOTES: 1. USE THIS DETAIL AT ALL LOCATIONS WHERE BEAM WIDTH EXCEEDS 3%" AND/OR BEAM BOTTOM BEARING IS BELOW DOUBLE TOP PLATES. 2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6 WALLS, 3-1/2" BEARING ON 2x4 WALLS. TYPICAL PLATE STRAP AT BEAMS � 4 HANDRAIL BY OTHERS GUARDRAIL ATTACHMENT AND RIM BRACING PER MANUFACTURER � J RIM BEAM/JOIST PER PLAN MINIMUM WIDTH PER MANUFACTURER HGLTV HANGER PER PLAN (HANG 3.5 BEAM FROM END OF 6.75" BEAM) 6.75"x21" GLULAM BEAM 5.5 BEARING ON POST i� / • DECK JOISTS PER PLAN (WHERE JOISTS ARE PARALLEL TO RIM PROVIDE 2x BLOCK AT EACH RAIL POST OR ALTERNATE PER MANUFACTURER) SECTION AT GUARDRAIL � 9 NOTE! SEE 4/S7 FOR BALANCE OF 3.5"x15"GLULAM INFORMATION NOT SHOWN BEAM TOP OF FLOOR TRUSSES 4x6 DF#2 VERT BLOCK EACH SIDE OF 6.75" BEAM. ATTACH w/ (2) SDS25600 POST PER PLAN WITH ADDED STUD EACH SI[ II II II I I ROOF TRUSSES/ —�! I I I I I RAFTERS BELOW I I ____ _____ I I I I �� — I' I I I I 2x6 BLOCK BETWEEN `� I _ _ _ _ _ _ _ _ �r ROOF TRUSSES BELOW W/ I I I I (2) 16d EA END I I � \ I I I I � � I I I I I I , . I 2x6 PLATE W/ (2) 16d I I � � � � I INTO EA ROOF TRUSS I l i � I I BELOW I I� � I I I I � � I I ' ' I I I I� 2x4 RAFTERS @ 24"o.c• i � I I I I \ � POST DOWN TO ROOF i I I o I I � TRUSS BELOW AT 24" o.c. � � I I a I I � II � II m II � I I �� I I � I I �� I I i I I � I I � I I �� I I � I I I I / I I `� I I I I � I I I I I I i� I I I I I Y I I I I i i � I I I I I I � II II II TYPICAL ROOF OVERFRAMING � `j TOP BEARING T""" SEF MANUFA( � i � � i � � i i —�—� 1_ BEAM PER PLAN HGLTV HANGER PER PLAN (HANG 3.5" BEAM FROM END OF 6.75" BEAM) 3.5"x18" GLULAM BEAM � I h F#2 VERT BLOCK J :H SIDE OF 6.75" 1. ATTACH w/ (2) SDS25600 POST PER PLAN USSES PER SECTION � 1 Q 6.75"x18" GLULAM BEAM 5.5" BEARING ON WALL PLATE SECTION 11$ I SECTION 14 I SECTION � 1rj VERIFY ROOF BOUNDARY NAILING TRUSS BLOCKING PANELS BETWEEN TRUSSES I 16d TOENAIL AT 6" o.c. I I I FLOOR BOUNDARY I NAILING I TOP OF FLOOR TRUSSES i� I SDS25312 AT 16" o.c. TOP I AND BOTTOM yRECEIVED 3/17/2022 ROOF TRUSSES PER PLAN JOISTS PER PLAN BEAM PER PLAN CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 16 17 18 19 SECTION 20 Ross Engineering Design Inc ryan.ross@rossengineer.com 2.25.2022 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W O O W O N `� W 1.1.1 W o � o Z di Z � Z TW i z V = Q W p z O `� W p d 0 •L 0 z FILE/ NO. 22005 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 2 / 24 / 2022 HOLD-DOWN ANCHOR SCHEDULE HOLD-DOWN ANCHOR IN CONC. STEM WALL ANCHOR IN THICKENED SLAB FLOOR TO FLOOR ANCHOR 1 HDU4 SB %$ x 24 PABS x 6" EMBED %$" DIA. HDUS SB %8 x 24 PABS x 6" EMBED %$" DIA. HDU8 SB �/ x 24 PAB7 x 8%Z" EMBED �/$" DIA. HDU11 SB 1 x 30 PAB8 x 10" EMBED 1" DIA. HDU14 SB 1 x 30 PAB8 x 10" EMBED 1" DIA. NOTES: 1. F1554 THREADED ROD ANCHOR TYPE HOLD-DOWN PER I SQUASH BLKG MATCH POST SIZI u oc w u m� �c W V 0 u 0 I `7 a -I ANCHOR PER SCHEDULE ADD #4 x 48" AT EACH ANCHOR • _ : TYPICAL HDU HOLD-DOWN ANCHORS 1 ROOF BOUNDARY NAILING CONT. 2x BLOCKING WITH 16d AT 6" o.c. SHEAR WALL PER PLAN FULL HEIGHT EDGE NAILING BEAM PER PLAN FULL HEIGHT SHEAR WALL PER PLAN ROOF BOUNDARY NAILING CONT. 2x BLOCKING WITH 16d AT 6" o.c. EDGE NAILING GLULAM BEAM PER PLAN 2x BLOCKING SOLE PLATE NAIL/SCREW FLOOR BOUNDARY NAILING DBL. 2x CONT. BLOCKING `FLOOR TRUSS PER PLAN -TOP BEARING SECTION 6 2x BLOCKING SOLE PLATE NAILING FLOOR BOUNDARY NAILING � TYPICAL FLOOR TRUSS PER PLAN SECTION 11 TYPICAL SHEAR WALL SCHEDULE NUMBER OF SHEAR WALL STUD/BLKG. SILL PLATE /SOLE PLATE FRAMING ANCHOR TO NAIL/SCREW �, z SHEATHED EDGE 3 AT ADJOINING $ 9 SYMBOL SHEATHING SIDES NAILING PANEL EDGES s SIZE CONCRETE ' TO RIM JOIST SHEAR CLIPS SWl, SW1P 1 8d @ 6" OC 2x 2x 5/8" DIA. AB 3"x.131" NAIL 3"x.131" TOENAIL 10 1 8d @ 6" OC 2x 2x @ 48" OC 5/8" DIA. AB @ 6" OC 16d BOX NAIL @ 6" OC LTP4 @ 24" OC SW2, SW2P SEE STRUCT @ 48" OC @ 6" OC SW3, SW3P 1 8d @ 4" OC 2x 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 18" OC NOTES @ 32 OC @ 4' OC SW4, SW4P 1 8d @ 3" OC4 3x OR DBL. 2x6 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 14" OC @ 24" OC @ 3' OC SWS, SWSP 1 8d @ 2" OC4 3x OR DBL. 2x6 2x 5/8" DIA. AB 16d BOX NAIL �� LTP4 @ 10 OC @ 18" OC @ 2.5" OC SHEAR WALL SCHEDULE NOTES 1. SHEAR WALLS NOTED AS "SW_" INDICATE "SEGMENTAL SHEAR WALL" PER DETAIL (RIGHT) 2. SHEAR WALLS NOTED AS "SW P" INDICATE "PERFORATED SHEAR WALL" PER DETAIL (RIGHT). APPLY ALL SHEATHING, NAILING AND FRAMING REQUIREMENTS PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE AND BELOW OPENINGS. 3. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE. 4. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %". 5. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL ADJOINING PANEL EDGES. 6. 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 16d MATCHING EDGE NAIL SPACING. STAGGER PER NOTE #4. 7. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"x3"x%4" STEEL PLATE WASHERS. LOCATE EDGE OF WASHER WITHIN 1/z" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. 8. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. 9. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS. 10. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL SHEAR WALL PER PLAN FULL HEIGHT ROOF BOUNDARY NAILING 16d AT 6" o.c. 2x BLKG. AT � I 48" o.c. I 2x LEDGER OR I TRUSS TOP I CHORD I I EDGE NAILING I CONT. RIPPED 2x I 16d TOENAIL AT I 8" o.c. I I I IX TRUSSES PER FLOOR BEAM PLAN VARIES PER PLAN ROOF BOUNDARY NAILING SHEAR WALL SHEAR CLIPS EDGE NAILING SHEARWALL PER PLAN PROVIDE SQUASH BLOCKING AT ALL POSTS — 2x CONT. BLOCKING SOLE PLATE NAILING FLOOR BOUNDARY NAILING 2x RIPPED BLOCKING AT 16" o.c. � TYPICAL FLOOR TRUSS PER PLAN SECTION 7 TRUSS BLOCKING PANEL BETWEEN TRUSS FULL LENGTH OF BEARING WALL. DESIGN FOR 300 PLF SHEAR WIND/SEISMIC (ASD) FLOOR TRUSS PER PLAN -BOTTOM BEARING SECTION � 12 ROOF SHEATHING PER STRUCTURAL NOTES ROOF BOUNDARY NAILING 2x BLOCKING PANELS PROVIDED BY TRUSS MANUFACTURER SHEAR WALL SHEAR CLIPS EDGE NAILING SHEAR WALL PER PLAN S%D '� SDHEAR WALL O�� STy� k SW_ � �k HOLD-DOWN ID f ` SHEAR CLIPS PER SHEAR WALL SCHEDULE WHERE APPLICABLE TYP. SQUASH BLOCKS IN RIM JOISTS AT ALL POSTS AND HOLD-DOWNS, ALL LEVELS. SEE TYPICAL POST BLKG. DETAI L TYP. ANCHOR TYPE HOLD-DOWN W/ ANCHOR ROD PER HOLD-DOWN SCHEDULE TYP. 8d AT 12" o.c. NAILING AT ALL INTERMEDIATE SUPPORTS PANEL EDGE NAILING TYP. SILL/SOLE PLATE W/ ANCHORS PER SCHED. TYP. ANCHOR TYPE HOLD-DOWN PER PLAN WHERE APPLICABLE. SEE SCHEDULE FOR ANCHOR ROD TYP. SEGMENTAL SHEAR WALL ROOF TRUSSES PER PLAN H1 CLIP EACH TRUSS SHEAR WALL AT RAISED TRUSS HEEL � $ SHEAR WALL PER PLAN SOLE PLATE NAILING EDGE NAILING 1.75"x18" LVL OVER SHEAR WALL SHEAR WALL SHEAR CLIPS EDGE NAILING SHEARWALL PER PLAN FLOOR BOUNDARY NAILING LVL BLOCKING PER PLAN 2x4 BRACE AT FLAT BLOCKING WITH (2) 16d TOP AND BOTTOM FLOOR TRUSS PER PLAN 2x4 FLAT BLOCKING EACH END OF SHEAR WALL AND 48" o.c. w/ (3) 16d EACH END SECTION � 1S ROOF BOUNDARY NAILING CONT. 2x BLKG WITH VENTING PER ARCHITECTURAL. SEE 8/58 FOR ALTERNATE AT RAISED TRUSS HEELS. EDGE NAILING SHEAR WALL PER PLAN TYP SOLE PLATE NAILING EDGE NAILING 2X BAND/RIM PER TRUSS MFR. EXTEND SHEAR WALL SHEATHING OVER TRUSS 16d AT 6" o.c. 2x FLAT BLKG BETWEEN TRUSSES ��ZeI�►1_11�I►[e SW_P SHEAR WALL KEY 1 BLKG PER SCHED AT HORIZ. I'I I•� 11 _ _ I_ _ 11 �•I I•I PANEL JOINTS w/ EDGE _ I J I I I _ll NAILING BOTH SIDES OF .I — — j — I I f � — 101 NT TYP. i i i'� � �• I•i LOCATE VERTICAL PANEL JOINT ON STUD w/ EDGE NAILING BOTH SIDES OF JOINT MIN (2) STUDS AT EACH HOLD-DOWN UNLESS NOTED OTHERWISE PER PLAN OR POST SCHEDULE TYP. STRAP TYPE HOLD-DOWN PER PLAN TYP. PFRF(�RATFf� SHFAR \NAI I ROOF SHEATHING PER STRUCTURAL NOTES ROOF TRUSSES PER PLAN H1 EACH TRUSS 2x6 STUDS AT 16" o.c. TYP FLOOR BOUNDARY NAILING SOLID BLOCKING AT ALL POSTS AND HOLD-DOWNS. MATCH POST. FLOOR TRUSS PER PLAN -BOTTOM BEARING H�uX HOLD-DOWN ID STRAP TYPE HOLD-DOWN CENTER ON RIM JOIST AT UPPER FLOORS TYP. PANEL EDGE NAILING TYP. PANEL EDGE NAILING ALL AROUND OPEINING PANEL EDGE NAILING TYP. M J TYPICAL TOENAIL SHEAR WALL SCHEDULE AND NAILING DETAIL 5 ROOF BOUNDARY NAILING �� EDGE NAILING � EXTEND SHEARWALL SHTG. � TYP ROOF TRUSS OVER GABLE -END TRUSS TO ROOF DIAPHRAGM EDGE NAILING SHEAR WALL SHEAR CLIPS (BOTTOM CHORD TO TOP TRUSS AND GABLE WALL PLATE) BRACING PER TRUSS MANUFACTURER EDGE NAILING 2x6 STUDS AT 16" o.c. SHEAR WALL PER PLAN � TYP FLOOR BOUNDARY NAILING PER DIAPHRAGM SCHED SOLE PLATE NAILING (3) 10d TO BLKG EDGE NAILING 2x BLKG AT 48" o.c. w/ (2) 16d TOENAIL EACH END SHEATH TRUSS PER SHEAR WALL BELOW, SW1 OK OVER OPENINGS END -WALL TRUSS PANEL PER TRUSS MFR w/ 2x6 2x BRACE @ 48"o.c. VERTS AT 16" o.c. w/ (3) 10d AT TOP ADD STUDS MATCHING 16d AT AND BOTTOM ALL POSTS ABOVE 6" o.c. FLOOR TRUSS PER EDGE NAILING PLAN DBL. TOP PLATE SOLE PLATE NAIL/SCREW SOLE PLATE NAIL/SCREW (4) 10d TO BLKG SHEAR WALL PER SOLE PLATE NAIL/SCREW EDGE NAILING EDGE NAILING PLAN SHEAR WALL PER PLAN FLOOR BOUNDARY NAILING SOLE PLATE NAILING EDGE NAILING PER DIAPHRAGM SCHED SOLE PLATE NAIL/SCREW FLOOR BOUNDARY NAILING FLOOR BOUNDARY NAILING EDGE NAILING FLOOR BOUNDARY PRESSURE TREATED SILL FLOOR BOUNDARY NAILING NAILING PRESSURE TREATED SILL PLATE PER SHEARWALL EXTEND SHEAR WALL SHEATHING SHEAR WALL SHEAR CLIPS, PLATE PER SHEARWALL SHEAR WALL SHEAR CLIPS, SCHEDULE. 2x CONT. BLOCKING NAILED CONT. RIPPED 2x 2x RIPPED BLOCKING AT 16" o.c. CONT. OVER RIM JOIST. DO NOT 2x SILL PLATE OR ALTERNATE PER 18/S8 SCHEDULE. OR ALTERNATE PER 18/S8 BOLT EMBED = 7" MIN. WITH 16d AT 6" o.c. 16d TOENAIL AT 8" o.c. BREAK AT SOLE PLATE. BOLT EMBED = 7" MIN. FLOOR BOUNDARY NAILING FLOOR BOUNDARY NAILING � SHEAR WALL EDGE NAILING TO FLOOR JOISTS PER PLAN RIM JOIST AND SILL PLATE FLOOR JOISTS PER PLAN SDS25312 AT 16" o.c. TOP FLOOR JOIST //\\/� FOUNDATION PER PLAN /��\�� 2x BLKG AT 48"oc AND BOTTOM \�/�\ \\//�\ Fni ininoTinni pFR pi oni //\\/� RECEIVED a SOTSIMILARSECTION PER \�//\ NOTSHOWIN FORMATION 3/17/2022 JOISTS PEP PLAN TYPICAL FLOOR TRUSS PER PLAN JOIST PER PLAN CITY OF EDMONDS FLOOR TRUSS 2x BLOCKING w/ (2) FRAMING PERPENDICULAR TO WALL FRAMING PARALLEL TO WALL DEVELOPMENT PER PLAN -TOP SD525312 EACH BLOCK SERVICES DEPARTMENT BEAM PER PLAN BEARING GLULAM BEAM PER PLAN SECTION 16 SECTION 17 ALTERNATE SHEAR FLOW AT LOWER FLOOR 18 TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES 20 Ross Engineering Design Inc ryan.ross@rossengineer.com ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W O O W O N `� W 1.1.1 W o O Z Z � Z TW i z V = Q W p z O `� W p d 0 �L w a� 0 Z FILE/ NO. 22005 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 2 / 24 / 2022