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APPROVED BLD PLN ENG BLD2020-1299+Architectural_Plan+12.28.2020_6.52.49_PM+1965083State of Washington Construction Restart Requirements Gov. Jay Inslee's Construction Working Group Recommendations 5/12/2020 update 6/2/2020 Phase 2 Construction Restart COVID-19 Job Site Requirements Phase 2: All construction, including new work, is now allowed. All construction, including those activities for which social distancing may not be maintained and the start of new construction projects, is authorized to resume. Adherence to the health and safety points below will be strictly enforced. Prior to commencing work all contractors are required to develop for each job site a comprehensive COVID-19 exposure control, mitigation, and recovery plan. The plan must include policies regarding the following control measures: PPE utilization; on -site social distancing; hygiene; sanitation; symptom monitoring; incident reporting; site decontamination procedures; COVID-19 safety training; exposure response procedures; and apost-exposure incident project wide recovery plan. The plan must also include a Job Hazard Analysis (JHA), including a list of engineering controls and proper Personal Protective Equipment (PPE), for all jobsite activities defined by Washington State Department of Labor &Industries (L&I) as medium and high transmission risk. A copy of the COVID-19 exposure control, mitigation, and recovery plan must be available on each job site during any construction activities and available for inspection by state and local authorities. Workers must be trained on the safety protocols listed below before the activity begins. All contractors have a general obligation to keep a safe and healthy worksite in accordance with state and federal law and must comply with the following COVID-19 worksite-specific safety practices, as outlined in Gov. Jay Inslee's "Stay Home, Stay Healthy" Proclamation 20-25, and in accordance with the Washington State Department of Labor &Industries General Requirements and Prevention Ideas for Workplaces and the Washington State Department of Health Workplace and Employer Resources & Recommendations at https://www.doh.wa.gov/Coronavirus/workplace. Failure to follow these requirements will be considered a violation of these duties and be penalized accordingly. Under RCW 49.17.060, "each employer shall furnish to each of their employees a place of employment free from recognized hazards that are causing or likely to cause serious injury or death to his or her employees and shall comply with the rules, regulations, and orders promulgated under this chapter." All contractors must specifically ensure operations follow the main L&I COVID-19 requirements to protect workers, including: • Educate workers in the language they understand best about coronavirus and how to prevent transmission and the employer's COVID-19 policies. •Maintain minimum six-foot separation between all employees (and customers) in all interactions at all times. When strict physical distancing is not feasible for a specific task, other prevention measures are required, such as use of barriers, minimize staff or customers in narrow or enclosed areas, stagger breaks, and work shift starts. •Provide personal protective equipment (PPE) such as gloves, goggles, face shields and face masks as appropriate or required to employees for the activity being performed. Cloth facial coverings must be worn by every employee not working alone (with no chance of human interaction) on the jobsite unless their exposure dictates a higher level of protection under Department of Labor &Industries safety and health rules and guidance. Refer to Coronavirus Facial Covering and Mask Requirements for additional details. A cloth facial covering is described in the Department of Health guidance, https://www.doh.wa.gov/Portals/1/Documents/1600/coronavirus/ClothFacemasks.pdf. •Ensure frequent and adequate hand washing with adequate maintenance of supplies. Use disposable gloves where safe and applicable to prevent transmission on tools or other items that are shared. • Establish a housekeeping schedule that includes frequent cleaning and sanitizing with a particular emphasis on commonly touched surfaces. • Screen employees for signs/symptoms of COVID-19 at start of shift. Make sure sick employees stay home or immediately go home if they feel or appear sick. Cordon off any areas where an employee with probable or confirmed COVID-19 illness worked, touched surfaces, etc. until the area and equipment is cleaned and sanitized. Follow the cleaning guidelines set by the CDC to deep clean and sanitize. A worker may refuse to perform unsafe work, including hazards created by COVID-19. And, it is unlawful for their employer to take adverse action against a worker who has engaged in safety -protected activities under the law if their work refusal meets certain requirements. Employees who choose to remove themselves from a worksite because they do not believe it is safe to work due to the risk of COVID-19 exposure may have access to certain leave or unemployment benefits. Employers must provide high -risk individuals covered by Proclamation 20-46 with their choice of access to available employer- granted accrued leave or unemployment benefits if an alternative work arrangement is not feasible. Other employees may have access to expanded family and medical leave included in the Families First Coronavirus Response Act, access to use unemployment benefits, or access to other paid time off depending on the circumstances. Additional information is available at https://www.lni.wa.gov/agency/outreach/paid-sick-leave- and-coronavirus-covid-l9-common-questions. COVID-19 Site Supervisor 1. Asite-specific COVID-19 Supervisor shall be designated by the contractor at every job site to monitor the health of employees and enforce the COVID-19 job site safety plan. A designated COVID-19 Supervisor must be present at all times during construction activities, except on single- family residential job sites with 6 or fewer people on the site. The name and contact information for the site specific COVID-19 Supervisor must be clearly displayed on all jobsite COVID-19 required postings. COVID-19 Safety Training 2. A Safety Stand-Down/toolbox talk/tailgate training must be conducted on all job sites on the first day of returning to work, and weekly thereafter, to explain the protective measures in place for all workers. Social distancing must be maintained at all gatherings. 3. Attendance will be communicated verbally and the trainer will sign in each attendee. Social Distancing 4. Social distancing of at least 6 feet of separation must be maintained by every person on the worksite at all possible times. In instances where the 6 feet separation cannot be maintained, the Job Hazard Analysis shall be thoroughly reviewed by all workers performing the work prior to commencing those tasks. 5. Gatherings of any size must be precluded by taking breaks and lunch in shifts. Any time two or more persons must meet, ensure minimum 6 feet of separation. 6. Identify "choke points" and "high -risk areas" on job sites where workers typically congregate and control them so social distancing is always maintained. 7. Minimize interactions when picking up or delivering equipment or materials, ensure minimum 6- foot separation. Personal Protective Equipment (PPE) -Employer Provided 8. Appropriate eye protection for all hazards must be worn at all times by every employee while on the worksite. 9. If appropriate PPE cannot be provided, the work is not authorized to commence, recommence, or the site must be shut down. Sanitation and Cleanliness 10. Hand -washing stations, with soap and running water, shall be abundantly provided on all job sites for frequent handwashing. When running water is not available, portable washing stations, with soap, are required. 11. Workers should be encouraged to leave their workstations to wash their hands regularly, before and after going to the bathroom, before and after eating and after coughing, sneezing or blowing their nose. 12. Alcohol -based hand sanitizers with greater than 60%ethanol or 70% isopropanol can also be used, but are not a replacement for the water requirement. 13. Post, in areas visible to all workers, required hygienic practices, including not to touch face with unwashed hands or with gloves; washing hands often with soap and water for at least 20 seconds; use hand sanitizer with at least 60%alcohol; cleaning and disinfecting frequently touched objects and surfaces such as workstations, keyboards, telephones, handrails, machines, shared tools, elevator control buttons, and doorknobs; covering the mouth and nose when coughing or sneezing as well as other hygienic recommendations by the U.S. Centers for Disease Control (CDC). 14. Make disinfectants available to workers throughout the worksite and ensure cleaning supplies are frequently replenished. 15. Frequently clean and disinfect high -touch surfaces on job sites and in offices, such as shared tools, machines, vehicles and other equipment, handrails, doorknobs, and portable toilets. If these areas cannot be cleaned and disinfected frequently, the jobsite shall be shut down until such measures can be achieved and maintained. 16. Shared tools and other equipment must be wipe sanitized between users. 17. When the worksite is an occupied home, workers should sanitize work areas upon arrival, throughout the workday and immediately before they leave, and occupants should keep a personal distance of at least 10 feet. 18. If an employee reports feeling sick and goes home, the area where that person worked should be immediately disinfected. Employee Health/Symptoms 19. Create policies which encourage workers to stay home or leave the worksite when feeling sick or when they have been in close contact with a confirmed positive case. If they develop symptoms of acute respiratory illness, they must seek medical attention and inform their employer. 20. Have employees inform their supervisors if they have sick family member at home with COVID-19. If an employee has a family member sick with COVID-19, that employee must follow the isolation/quarantine requirements as established by the State Department of Health. 21. Screen all workers at the beginning of their day by asking them if they have a fever, cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell. 22. Ask employees to take their temperature at home prior to arriving at work or take their temperature when they arrive. Thermometers used shall be 'no touch' or'no contact' to the greatest extent possible. If a 'no touch' or'no contact' thermometer is not available, the thermometer must be properly sanitized between each use. Any worker with a temperature of 100.4°F or higher is considered to have a fever and must be sent home. 23. Instruct workers to report to their supervisor if they develop symptoms of COVID-19 (e.g., fever, cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell). If symptoms develop during a shift, the worker should be immediately sent home. If symptoms develop while the worker is not working, the worker should not return to work until they have been evaluated by a healthcare provider. 24. Failure of employees to comply will result in employees being sent home during the emergency actions. For example, if an employee refuses to wear the appropriate facial covering they would be sent home. 25. Any worker performing construction craft work in Washington from any state that is not contiguous to Washington must self -quarantine for 14 days to become eligible to work on a job site in Washington. 26. If an employee is confirmed to have COVID-19 infection, employers should inform fellow employees of their possible exposure to COVID-19 in the workplace but maintain confidentiality as required by the Americans with Disabilities Act (ADA). The employer should instruct fellow employees about how to proceed based on the CDC Public Health Recommendations for Community -Related Exposure. No jobsite may operate until the contractor can meet and maintain all requirements, including providing materials, schedules and equipment required to comply. These COVID-19 job site safety practices are required as long as the "Stay Home, Stay Healthy" Gubernatorial Proclamation 20-25 is in effect or if adopted as rules by a federal, state or local regulatory agency. All issues regarding worker safety and health are subject to enforcement action under L&I's Division of Occupational Safety and Health (DOSH). •Employers can re uest COVID-19 prevention advice and help from L&I's Division of Occupational Safety and Health (DOSH�. •Employee Workplace safety and health complaints may be submitted to the L&I DOSH Safety Call Center: (1-800-423-7233) or via a -mail to adag235@Ini.wa.gov. . General questions about how to comply with the agreement practices can be submitted to the state's Business Response Center at https://coronavirus.wa.gov/how-you-can-help/covid-l9-business-and- worker -inquiries. All other violations related to Proclamation 20-25 can be submitted at https://bit.ly/covid-compliance. Energy Code Compliance Component Requirements THIS PROJECT REQUIRES 0.5 ENERGY CREDITS UNDER THE 2015 WASHINGTON STATE ENERGY CODE REFER TD SHEET A7.1 FOR ENERGY CODE COMPLIANCE CALCULATIONS AND REFERENCES TO ACHIEVING ENERGY CREDITS. NOTE THAT THE EXTENT OF MAJOR HVAC SYSTEM UPGRADES IS NOT FULLY DETERMINED AT THE TIME OF PERMIT SUBMITTAL. CURRENTLY THE DRAWINGSARE INDICATING THE ADDITION OFA DUCTLESS MINI -SPLIT IN ORDER TO COMPLY WITH R403.7, HOWEVER THE OWNERS WISE TD EXPLORE A MORE COMPREHENSIVE HVAC SYSTEM UPGRADE, WHICH WILL OCCUR UPON THE SELECTION OF A GENERAL CONTRACTOR AND MECHANICAL SUBCONTRACTOR. THIS PERMIT SET MUST BE UPDATED AND RE -SUBMITTED TO INCLUDE THAT INFORMATION ONCE KNOWN.Q Special Inspection Requirements PER CITY OF EDMONDS REQUIREMENTS, THE EPDXY -DOWELLED CONNECTION BETWEEN EXISTING AND NEW FOUNDATION STEMWALLS REQUIRES SPECIAL INSPECTION A SIGNED SPECIAL INSPECTION AGREEMENT MUST BE SUBMITTED UPON SELECTION OF THE GENERAL CONTRACTOR 0 Additive Alternates PROVIDE ADDITIVE BUDGETARY PRICING FOR THE FOLLOWING SCOPE ITEMS: 1) REMOVE TWO EXISTING WATER HEATERS AND REPLACE WITH SINGLE GAS -FIRED HIGH EFFICIENCY HOT WATER HEAT PUMP WATER TANK, SHOWN IN THE GARAGE ON THESE DRAWINGS, HOWEVER CONSULT WITH OWNERS TO DETERMINE FINAL LOCATION. 2) DISCUSS WITH OWNERS THE FEASIBILITY TO REMOVE MUCH, OR ALL, OF THE EXISTING ELECTRIC ZONAL WALL HEATERS AND REPLACE WITH EITHER A DUCTED HEAT PUMP SYSTEM, OR MINI -SPLIT SYSTEM, WITH ELECTRIC ZONAL HEATING IN BATHROOMS ONLY. Cost Saving Alternate PROVIDE DEDUCTIVE BUDGETARY PRICING FOR THE FOLLOWING SCOPE ITEMS: 1) XXX .LS 4 rH IN )E FULL WIDTH 3RESS/EGRESS DETAIL NOTES: Q THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. Q ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMffTED. 2. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SRE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WffH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SRE. WHEN WASHING IS USED, R SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPACES" < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY cmr INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE 7 � PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs{ 189� APPROVED BY: R. ENGLISH ER-901 Construction Access Detail o CITY OF EDMONDS STANDARD DETAIL ER-901 N 21 6g Vicinit Map ,�� ' M 5� E NOT TO SCALE ti3�e� �� 9M 542 Holly Drive of 2zs 1aa Legal Description ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. IN SNOHOMISH COUNTY WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 99 FEET SOUTH OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER: THENCE RUNNING EAST440 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING ALONG SAME LINE 1110 FEET; THENCE RUNNING SOUTH 231 FEET; THENCE RUNNING WEST 110 FEET; THENCE RUNNING NORTH 231 FEET TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 25 FEET THEREOF CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDING NO 1111313 (ALSO KNOW AS TRACT 5, HOLLY DRIVE ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF); EXCEPT THE FOLLOWING DESCRIBED PORTION WHICH WAS SOLD TO DALE R. CRAVEN ON DUNE 6, 1962; THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25 TOWNSHIP 27 RANGE 3 EAST W.M. IN SNOHOMISITY COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 124 FEET SOUTH OF THE NORTHWEST CORNER OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE RUNNING EAST440 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING ALONG SAME LINE 15 FEET EAST; THENCE RUNNING SOUTH 103 FEET; THENCE RUNNING EAST 95 FEET, MORE OR LESS, TO THE EAST LINE OF SAID TRACT' THENCE RUNNING SOUTH 103 FEET; THENCE RUNNING WEST 110 FEET; THENCE RUNNING NORTH 206 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Conroy Res idence ��1 tion 542 Holly Drive Edmonds, WA Project Description AN 11'-0" X 18'-10" (207 SF) CONCRETE SLAB ON GRADE CRAFTS ROOM ADDITION TO AN EXISTING RESIDENCE. THE NEW SPACE WILL BE INSULATED TO CURRENT ENERGY CODE STANDARDS AND HEATED WITH ELECTRIC BASEBOARD HEAT. ADDITIONAL IMPROVEMENTS INCLUDE REMODELING EXISTING FIRST AND SECOND FLOOR BATHROOMS AND POTENTIAL UPDGRADES TO THE EXISTING HOT WATER AND HVAC SYSTEMS OF THE HOME IF BUDGET ALLOWS. Drawing Index ARCHITECTURAL A0.1 COVER SHEET: PROJECT INFORMATION & COVID-MANDATED JOB SITE REQUIREMENTS A0.2 EXISTING FLOOR PLANS &BUILDING ELEVATIONS A1.1 SITE PLAN &CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN A1.2 STORM WATER MANAGEMENT: PROJECT PLAN, ELEMENTS &DETAILS A1.3 STORM WATER MANAGEMENT: TECHNIQUES &DETAILS A2.1 MAIN &UPPER FLOOR DEMOLITION PLANS A2.2 FOUNDATION &DECK FRAMING PLAN A2.3 ROOF FRAMING PLAN A2.4 MAIN FLOOR PLAN A2.5 UPPER FLOOR PLAN &NEW ADDITION ROOF PLAN A3.1 BUILDING ELEVATIONS A4.1 BUILDING SECTIONS A4.2 WALL SECTION A4.3 WALL SECTION &DETAILS A7.1 DOOR, WINDOW, HARDWARE, &ROOM FINISH SCHEDULES A7.2 WASHINGTON STATE ENERGY CODE COMPLIANCE WORKSHEET A7.3 IRC BRACED WALL COMPLIANCE WORKSHEET A7.4 PROJECT NOTES &SPECIFICATIONS, DRAWING SYMBOLS, ABBREVIATIONS, &BEAM CALCS Prior Reviews & Ap p rova I s ORIGINAL STRUCTURE BUILT IN 1942 PER SNOHOMISH COUNTY ASSESSORS OFFICE. ACCORDING TO PRELIMINARY DESIGN DRAWINGS PREPARED BY DAVID KINDERFATHER, ARCHITECT, THE HOME WAS EXPANDED AND REMODELED SOMETIME AROUND 1978. Lead Reviewing Agencies _ SNOHOMISH COUNTY X CITY OF EDMONDS Project Address, Parcel &Tax #'s 542 HOLLY DRIVE EDMONDS, WASHINGTON 98020-3418 PARCEL NUMBER: 27032500208500 NW QUARTER OF SECTION 25, TOWNSHIP 27 RANGE 3E REFER TO THIS SHEET FOR FULL LEGAL DESCRIPTION Owner BILL & LORI CONROY 542 HOLLY DRIVE EDMONDS, WA 98020 206-209-5396 Architect DOUG COLE ARCHITECT 16802 THIRD AVE LA CONNER, WA 98257 360-466-2555 LICENSE# 4292 CONTACT: DOUG COLE Structural BY ARCHITECT Builder TO BE SELECTED Governing Codes LAND USE: TITLE 16 OF THE EDMONDS CITY CODE &COMMUNITY DEVELOPMENT GUIDE BUILDINGS: TITLE 19.05 OF THE EDMONDS CITY CODE &COMMUNITY DEVELOPMENT GUIDE AS ADOPTED WITH AMENDMENTS AND EXCLUSIONS T0: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE PLUS AMENDMENTS AND ADOPTION PER WAC SECTION 51-11R (2018 code effective February 1, 2021) Zoning &Site Statistics ZONING: RS-6 Single Family, 6,000sq. ft. lots DIMENSIONAL STANDARDS MINIMUM LOT AREA:6,000SF LOT AREA PER SNOHOMISH COUNTY ASSESSOR RECORDS: 0.23 ACRES LOT AREA PER LEGAL DESCRIPTION: 9,785 SF (0.225 ACRES) MINIMUM ALLOWABLE LOT WIDTH: 60 FEET ACTUAL LOT WIDTH: 95 FEET SETBACKS STREET: 20 FEET SIDE YARDS: 5 FEET REAR: 15 FEET MAXIMUM BUILDING HEIGHT: 25 FEET MINIMUM PARKING SPACES: 2 (4 PROVIDED) MAXIMUM LOT COVERAGE BY STRUCTURES MAXIMUM ALLOWABLE COVERAGE AT 35%: 3,425 SF PROPOSED LOT COVERAGE: 2,991 SF REFER TO SITE PLAN FOR LOT COVERAGE AND IMPERVIOUS SURFACE CALCULATIONS ti L(") �N � o� � �' U U ;Q Q � �_� L �i�� O � oU� �JM z o� o � '-'-' J z N= o= �� a� �a ao �w N � H o� o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS O n♦ .� W U� ^� W �_ •' ^ \^/ � O CV ♦, W O O 00 O W O O '^ > � � ± 4_ Q� O L �' � O c = � CV � LL� W A0.1 Permit Submittal Drawings 12'-74" 3�_0�� LINE OF RO F OVERHANG �1— - II I II II — �- --�—rl I o I I tair H� m 0 EN TO BEL( I LL I � I Bedroom 3 � I o I - N� I m Attu I I � � SLOPING / � FROM = I �loset B Utll TO ZE I II HW �__ C f—��- -- � �� 7'-41�� 4 12'-74" 3�_0�� 0 z w Existing Upper Floor Plan SCALE: 1/8" =1'-0" 0' 2' 4' 12' 43'-22" Wall Type Legend I I EXISTING CONSTRUCTION 0 MASONRY/STONE DIMENSIONS AND REFERENCE ELEVATIONS ARE ARE APPROXIMATIONS AND REQUIRE VERIFICATION PRIOR TO CONSTRUCTION Field Measurement Notes 1. VERTICAL BOARD PANELS AT GREENHOUSE: 8" 2. HORIZONTAL BOARD SIDING AT GARAGE: 4-1/2" EXPOSURE 3. HORIZONTAL BOARD SIDING AND MAIN HOUSE: 5BOARDS = 24" _ 4.8" EXPOSURE 4. HORIZONTAL BOARDS ON FENCE ARE 8 BDS = 36" - 3.5" SPACE AT 4.5" 5. FIVE FEET FROM GREENHOUSE TO SOUTH PROPERTY LINE 6. 5 FEET GREENHOUSE TO ALLEY FENCE (APPEARS TO BE 12" OFF OF PROP LINE) 7. GREENHOUSE GRADE TO STOOP = 18" 8. 22" FROM TOP OF FOOTING TO SIDING AT NEW CRAFTS ROOM OPENING 9. INTERIOR OF CRAFTS ROOM HAS 2" CONC PERIMETER CURB 10. 4" STEP BETWEEN GARAGE FLOORS 11. 90"-92" CLEARANCE TO 4X10 GARAGE BEAMS WITH 1-1/2" CAR DECKING FLAT 12. 24" CONCRETE STEMWALL AT EAST GARAGE WALLS 13. APPEARS TO BE 8' PLATES AT FIRST FLOOR BUT UNABLE TO VERIFY 14. BRICKS AT INTERIOR FIREPLACE: 6 BRICKS = 24" HORIZONTAL 15. 8 BRICKS MAKE 24" VERTICAL 16. UNSURE OF PRECISE PLATE HEIGHT FROM GARAGE TO MAIN LEVEL B TOP OF PLATE WHICH ALSO SETS THE RIDGE BEAM CENTERLINE ABOVE BEDROOM 2. NORTH BUILDING ELEVATION MAIN RIDGE APPEARS TO BE TO0 CLOSE TO WALL BREAK AT FRONT DOOR. NOT MATERIAL FOR PROPOSED REMODEL, HOWEVER IF ADDITIONAL CHANGES ARE UNDERTAKING WHICH AFFECT THIS AREA OF THE BUILDING, WILL NEED TO REVISIT FIELD MEASUREMENTS. Existing Residence 21'-0" — LINE OF ROOF OVERHANG II II � I Closet I � I Driveway En I Bedroom 2 � I � I � __ I Yard I Living Room I I Bath 2 z I I j _ _ _EXISTING OVERHEAD BEAMS UP SHOWE 0 Garage tair Hall I W D I DN o I� I UP Back Hall y UP I ov ILvs I I I i ath 1 I O '� REF I Dining woo itch n Bedroom 1 '' Wood Deck � °° I � 00 UB '' �� I � DW SINK HW W >� �� WINDOW„ �A SEAT / ELEC � METER �� U� — — — J UP a Wood Deck I General Storage DN Gardens Ic I DN I Ic EL 115.6' Yard 'c L—L�-P-- Garden Equipment 0 z W Existing Main Floor Plan SCALE: 1/8" =1'-0" 0' 2' 4' 12' F� '—' 0 EXSITING RIDGELINE- TOP OF PLATE- - UPPER FLOOR � � IIIII Illlii\ UPPER FLOOR I TOP OF PLATE - MAIN FLOOR LEVEL B MAIN FLOOR LEVELA� 0�000000 — 0 — MAIN FLOOR LEVEL B� GARAGE LEVEL Bz GARAGE LEVEL A� � 0 MAIN FLOOR LEVEL A- - - APPROX EL119.0'j--�---------------------' AVERAGE MEASURED GRADE) EL ^'118.25' I w } Existing North Elevation � SCALE: 1/8" =1'-0" 0' 2' 4' 12' EXSITING RIDGELINE- TOP OF PLATE - UPPER FLOOR I UPPER FLOOR ' I TOP OF PLATE- � � MAIN FLOOR LEVEL B I TOP OF PLATE - MAIN FLOOR LEVEL A I MAIN FLOOR LEVEL B� GARAGE LEVEL Bz _ O GARAGE LEVEL A� ��. MAIN FLOOR LEVEL A- APPROX EL 119.0' r — — — — AVERAGE MEASURED GRADE) EL �118.25' I w z J Existing West Elevation � SCALE: 1/8" =1'-0" a 0' 2' 4' 12' EXSITING RIDGELINE- TOP OF PLATE - UPPER FLOOR UPPER FLOOR TOP OF PLATE - MAIN FLOOR LEVEL B TOP OF PLATE - MAIN FLOOR LEVEL A MAIN FLOOR LEVEL B� GARAGE LEVEL Bz GARAGE LEVEL A� MAIN FLOOR LEVEL A- - APPROX EL 119.0' j — — ' AVERAGE MEASURED GRADE) EL �118.25' EXSITING RIDGELINE- TOP OF PLATE - UPPER FLOOR � — — — — — z Existin South Elevation } g � SCALE: 1/8" =1'-0" � 0, 2, 4, 12' O UPPER FLOOR I i� TOP OF PLATE- � - MAIN FLOOR LEVEL B I TOP OF PLATE- � _ MAIN FLOOR LEVEL A I MAIN FLOOR LEVEL B� GARAGE LEVELBz GARAGE LEVEL A� _ � _ — — — — ____-------= MAIN FLOOR LEVEL A- — — — — APPROX EL 119.0' r � AVERAGE MEASURED GRADE) EL �118.25' I w Existing East Elevation a SCALE: 1/8" =1'-0" 0' 2' 4' 12' z J } w a ti �N � o �--+ c rn U ;Q U �a�� +_� �_ L � �� o � oU� �JM z o� o w � �w w� w � � Z N= o= �� a� �Q ao �w N � H ON1 � � o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O ^♦ ._ W U� n�� W .� � o N � O OO� O ^ >_ � �, � � O �_� >, ui O � N � � W �O ^� I..L L O w O �� MM '� W W o25 � Ao.z Permit Submittal Drawings �� s rn H � � _ O 1��, N W � � � � � i i �J � � i � / I \ � � � / � I I / / ,l, j� \ \ I I � � � � 8" CONCRETE S�WER LINE IN ST EET PER CITY OF DMONDS IS I � \ � � � � � � � � � �� M ,lr, � 1 � ❑ � o \ N_ � � � � — — � —\ a� I — \ — ` — — � — \ N DIRT OR DEBRIS ALLG�VI/ED r0 LEAVE RC�ECT SI E �� I � \� � �I \ � w 0 \ J o � �n O w U U \ \ Q \li r \a o. �`'u? �'lsz, � �'jG I NSTALL AND MAI NTAI N ALL TESC MEASURES ACCORDI NG TO THE APPROVED PLANS, CI TY OF EDMONDS STANDARD DETAILS, AND ALL MEASURES THAT MAYBE REQUIRED DURING CONSTRUCTION 0 1 �� 1, 1 �Q, ��0� 1�9, Site Plan E SCALE: 1" = 10.0' tipb`� �6 542 Holly Drive of zIs 1aa 0' S' 10' 15' 20' 30' S0' Site Plan Notes 1. SITE PLAN IS AN ESTIMATION OF EXISTING CONDITIONS AND DOES NOT REPRESENT A LEGAL SURVEY. KEY ITEMS SUCH AS PROPERTY CORNERS AND EXISTING BUILDING LOCATION RELATED TO PROPERTY LINES MUST BE STAKED PRIOR TO CONSTRUCTION. 2. LOT LINES AND DISTANCES TAKEN FROM THE LEGAL DESCRIPTION ASSUMING CARDINAL HEADINGS FOR ALL PROPERTY LINES. 3. TOPOGRAPHY AND SITE FEATURES ARE SCALED FROM AERIAL IMAGES AVAILABLE ON GOOGLE EARTH PRO AND FROM CITY OF EDMONDS AND SNOHOMISH COUNTY GIS INFORMATION. OTHER SITE FEATURES ESTIMATED BY ARCHITECT USING GOOGLE EARTH IMAGES. Building Height Calculations MAXIMUM ALLOWABLE BUILDING HEIGHT: 25 FEET AS MEASURED FROM THE CORNERS OF THE SMALLEST ENCLOSING RECTANGLE SOUTHWEST CORNER: EL 115.3' NORTHWEST CORNER: EL 117.4' NORTHEAST CORNER: EL 122.1' SOUTHEAST CORNER: EL 118.2' TOTALS: 473.0' AVERAGE: EL 118.25' PROPOSED PEAK OF NEW ADDITION: 134.25' (16'-0" HEIGHT> AVG GRADE) MAXIMUM BUILDING HEIGHT: EL143.25' ESTIMATED RIDGELINE AT MAIN RESIDENCE: 143.46' (25'-2" APPROX Lot Coverage LOT AREA: 9,785 SF MAXIMUM ALLOWABLE LOT COVERAGE BY STRUCTURES: 35% (3,425 SF) SITE ELEMENT ACTUAL CHARGEABLE FOOTPRINT AS COVERAGE REMARKS EXISTING RESIDENCE FOOTPRINT 2,754 SF 2,784 SF MAIN ENTRY OVERHANGS >30" ADD TO COVERAGE WOOD DECKS 583 SF 0 SF WOOD DECK AREAS MAXIMUM HEIGHT ABOVE GRADE IS 28" AT SOUTHWEST CORNER OF DECK PROPOSED NEW ADDITION 207 SF 207 SF 18'-10" x 11'-0" CRAFT ROOM ADDITION TOTAL LOT COVERAGE BY STRUCTURES: 3,535 SF 2,991 SF <3,425 SF, OK ELEMENT 30.6% <35%, OK Impervious Surface Calculations TOTAL SITE AREA: 9,785 SF IMPERVIOUS SURFACE: EXISTING NEW TOTAL EXISTING RESIDENCE (ROOF AREA): 3,113 SF 209 SF 3,322 SF OUTBUILDINGS: 0 SF 0 SF 0 SF FRONT DRIVEWAY &PARKING AREA: 2,357 SF 0 SF 2,357 SF WALKS &OTHER PAVED SURFACES: 72 SF 0 SF 72 SF IMPERVIOUS DECKING SURFACES: 0 SF 0 SF 0 SF TOTALS 5,542 SF 209 SF 5,751 SF IMPERVIOUS COVERAGE: 56.6% 2.1% 58.8% NOTE THAT THERE ARE SLATTED WOOD DECKS AS CALCULATED BELOW HOWEVER THESE ARE NOT INCLUDED IN THE IMPERVIOUS SURFACE CALCULATIONS AS RAINWATER DRAINS THROUGH THESE DECKS DIRECTLYTO GROUND BELOW. SLATTED WOOD DECKS: 583 SF 85 SF 668 SF Construction Stormwater Pollution Prevention Plan (SWPPP) PER THE WASHINGTON STATE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, PROJECTS THAT RESULT IN LESS THAN 2,000 SF OF NEW PLUS REPLACED HARD SURFACE AREA, OR DISTURB LESS THAN 7,000 SF OF LAND ARE NOT REQUIRED TO PREPARE A CONSTRUCTION SWPPP, BUT MUST COMPLY WITH MINIMUM REQUIREMENT #2, WHICH INCLUDES CONSIDERATION FOR ELEMENTS 1-13 AS OUTLINED IN VOLUME 1, CHAPTER 2 PAGES 45-53 OF THE 2014 STORM WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. REFER TO SHEETS A1.2 AND A1.3 FOR BMP'S RELATED TO THE 13 PROJECT ELEMENTS Narrative THE SITE SLOPES DOWNHILL FROM ESAT TO WEST, DROPPING APPROXIMATELY 12' OVER A 140' LENGTH (9%). EXISTING STORMWATER FROM THE BUILDING ROOFS IS CAPTURED BY GUTTERS AND CONVEYED BY DOWNSPOUTS TO FOOTING DRAINS AND SPLASHBLOCKS. THE NEW 207 SF ADDITION WILL USE A SINGLE GUTTER WITH DOWNSPOUT TO DIRECT STORMWATER TO SPLASHBLOCK DISPERSION IN THE EXISTING VEGETATED YARD AND PLANTING AREAS FOR FILTERING AND ABSORPTION BACK TO GROUND. STORMWATER AND EROSION CONTROL DURING CONSTRUCTION WILL BE ACCOMPLISHED BY PREVENTING THE MIGRATION OF EXCAVATED SOILS OFFSITE THROUGH THE USE OF STRAW WATTLES AND/OR SILT FENCING IN AREAS NOTED ON DRAWINGS. Roof Area -Runoff Dispersion ROOF AREA OF NEW ADDITION: 209 SF DOWNSPOUTS REQ'D AT 700 SF PER: 0.30 DOWNSPOUTS PROVIDED: 1 REFER TO ROOF PLAN FOR ADDITIONAL INFORMATION Symbols & Linetypes SILT FENCE AND/OR STRAW WATTLES GENERAL AREA OF SITE DISTUBANCE/CONSTRUCTION FENCING �� BUILDING DOWNSPOUT &SPLASH BLOCK � � BUILDING DOWNSPOUTTIGHTLINEDTO DISPERSION o EXISTING BUILDING DOWNSPOUT Site Plan Key Notes OTO DEFINE THE WORK AREA (APPROX 800 SF AREA OF DISTURBANCE) AND TO PREVENT THE DOWNHILL MIGRATION OF SOILS, PLACE STRAW WATTLES IN THE AREA SHOWN ON THE DRAWINGS. LOCATION OF WATTLES IS ILLUSTRATIVE AND PLACEMENT SHOULD BE MADE WHERE PRACTICAL AND EFFECTIVE BASED ON SITE CONDITIONS. REFER TO SHEET A1.3, DETAIL 3 IN PANEL 8 OLOCATE EXCAVATION SPOILS HERE AND COVER WITH TARPS FOR PREVENTION OF SOIL EROSION OR MIGRATION PER DETAIL 2, SHEET A1.3, PANEL 3. COVERING IS MANDATORY DURING RAINY SEASON (OCT 15-MAY 1) AND DURING ANY RAIN EVENT OUT OF SEASON. GOAL: PREVENT MIGRATION OF SOIL ACROSS OR OFF OF THE PROPERTY O SPLASH BLOCK DISPERSION AT EACH DOWNSPOUT PER DETAILS 2B & 4C, SHEET A1.3, PANEL 6 GOAL: NEW ROOF AREA STORMWATER TO BE DISBURSED AND INFILTRATED INTO EXISTING VEGETATED AREAS. ACCESS AREA A: USED FOR CONSTRUCTION STAGING AND SITE ACCESS. PLACE PLYWOOD OVER LAWN AREA TO DEFINE ACCESS PATH AND PROTECT PLANTINGS. � 4 TEMPORARY ACCESS POINT B: UPON APPROVAL OF NEIGHBOR, REMOVE PORTION OF EXISTING FENCE TO ALLOW BOBCAT EXCAVATION ACCESS AT THIS POINT. UPON COMPLETION, RESTORE FENCE TO LIKE -NEW CONDITION AND CLEAN OR REPAIR EXISTING DRIVEWAY AS NEEDED. NOTE THAT ACCESS POINT B IS NOT FOR DAILY USE, RATHER ONLY FOR BRINGING IN EXCAVATION EQUIPMENT. ALL SPOILS, IF ANY, ARE TO BE REMOVED FROM THE SITE THROUGH ACCESS POINT A. ti �n �N � O �I � �± U ;Q U �a�� --+ � L � �� O � oU� �JM z o� o � '-'-' J z N= 0= (7� QQ �a �� ao �w �� 0 o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS ^♦ .O W U� � Q �_ �� o CV ^ ♦ W O O O W o �-�o� >� 4_ O L �' � O c = � CV � �w A1.1 Permit Submittal Drawings Construction Stormwater Pollution Prevention Plan (SWPPP) MINIMUM REQUIREMENTS, BEST MANAGEMENT PRACTICES, TECHNIQUES &APPLICATION DETAILS PAGE REFERENCES REFER TO THE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW) ELEMENT #1: PRESERVE VEGETATION/MARK CLEARING LIMITS 1. BEFORE BEGINNING LAND DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND TREES THAT ARE TO BE PRESERVED WITHIN THE CONSTRUCTION AREA. 2. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM DEGREE PRACTICAL. IF IT IS NOT PRACTICALTO RETAIN THE DUFF LAYER IN PLACE, THEN STOCKPILE IT ON -SITE, COVER IT TO PREVENT EROSION, AND REPLACE IT IMMEDIATELY WHEN FINISHED DISTURBING THE SITE. 3. PLASTIC, METAL, OR FABRIC FENCE MAY BE USED TO MARK THE CLEARING LIMITS. 4. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C101: PRESERVING NATURAL VEGETATION (P.266) BMP C102: BUFFER ZONES (P.268) BMP C103: HIGH VISIBILITY FENCE (P.269) BMP C233: SILT FENCE (P.367) ELEMENT #2: ESTABLISH CONSTRUCTION ACCESS CONSTRUCTION VEHICLES CAN DAMAGE OR COMPACT SOILS, CREATE SEDIMENT POLLUTION, OR TRACK SEDIMENT ONTO PUBLIC ROADS, THEREFORE: 1. LIMIT CONSTRUCTION VEHICLE ACCESS AND EXITTO ONE ROUTE UNLESS SPECIFICALLY APPROVED BY PERMIT. 2. USE BMP C103: HIGH VISIBILITY FENCING TO DIRECT AND RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 3. STABILIZE ACCESS POINTS WITH A PAD OF QUARRY SPACES, CRUSHED ROCK, OR OTHER EQUIVALENT BMPS, TO MINIMIZE TRACKING SEDIMENT ONTO ROADS. 4. LOCATE WHEEL WASH OR TIRE BATHS ON SITE, IF THE STABILIZED CONSTRUCTION ENTRANCE IS NOT EFFECTIVE IN PREVENTING TRACKING SEDIMENT ONTO ROADS. 5. IF SEDIMENT IS TRACKED OFF SITE, CLEAN THE AFFECTED ROADWAY THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY AS NECESSARY (FOR EXAMPLE, DURING WET WEATHER). REMOVE SEDIMENT FROM ROADS BY SHOVELING, SWEEPING, OR PICK UP AND TRANSPORTTHE SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA. 6. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C103: HIGH VISIBILITY FENCING (P.269) BMP C105: STABILIZED CONSTRUCTION ENTRANCE /EXIT (P.270) BMP C106: WHEEL WASH (P.274) BMP C107: CONSTRUCTION ROAD/PARKING AREA STABILIZATION (P.277) ELEMENT #3: CONTROL FLOW RATES STORMWATER ON A CLEARED SITE CAN CREATE SIGNIFICANT FLOWS THAT CAN DAMAGE DOWNSTREAM PROPERTIES. 1. PROTECT PROPERTIES AND WATERWAYS DOWNSTREAM OF DEVELOPMENT SITES FROM EROSION AND THE ASSOCIATED DISCHARGE OF TURBID WATERS. IF REQUIRED AS A CONDITION OF THE PERMIT, USE THE FOLLOWING BMPS: BMP C203: WATER BARS (P.339) BMP C209: OUTLET PROTECTION (P.356) BMP C235: WATTLES (P.376) ELEMENT #4: INSTALL SEDIMENT CONTROLS WHEN LAND IS DEVEGETATED, STORMWATER CAN PICK UP SEDIMENT, A POLLUTANT. BMPS' CAN PREVENT SEDIMENT FROM LEAVING THE SITE. 1. THE CONTRACTOR MUST INSTALL AND MAINTAIN EFFECTIVE EROSION AND SEDIMENT CONTROLS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. AT A MINIMUM, THE CONTRACTOR MUST INSTALL BMP C233 SILT FENCE. CONTRACTOR MUST BURY THE FILTER FABRIC AS SHOWN IN THE DIAGRAM IN ORDER FOR THE BMP TO BE EFFECTIVE AND MUST REPAIR THE SILT FENCE IMMEDIATELY IF DAMAGED. TEMPORARY EROSION AND SEDIMENT CONTROL MATERIAL SUPPLIERS THIS LIST IS NOT ALL-INCLUSIVE FOR THE SKAGIT VALLEY. OTHER SUPPLY SOURCES MAY BE AVAILABLE AND NOT ALL SUPPLIES MAY BE AVAILABLE FROM ONE SOURCE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DOING THE WORK TO ENSURE THEY HAVE THE SUPPLIES NEEDED AND THATTHEY ARE INSTALLED CORRECTLY. ACF WEST WOODINVILLE CORPORATE CENTER II BUILDING A #400 15540 WOODINVILLE-REDMOND ROAD WOODINVILLE, WA 98072 PHONE: 425-415-6115 OR 1-800-423-4567 WWW.ACFWEST.COM H.B. JAEGER 1687 PORT DRIVE BURLINGTON, WA 98233 PHONE: 360-707-5958 WWW.HBJAEGER.COM FERGUSON SUPPLY 2010 PARK LANE BURLINGTON, WA 98233 PHONE: 360-707-2030 WWW.FERGUSON.COM LEFEBER TURF FARM 15195 STATE ROUTE 536 MOUNT VERNON, WA 98273 P H 0 N E: 360-428-4054 WWW.LEFEBERTURF.COM S429 BMP: Covering n of Excavated Soils �� NOT TO SCALE APPLICATION USE ORANGE FENCING FOR DELINEATION OF DANGER OR FOR SAFETY ISSUES. USE GREEN FENCING FOR DELINEATION OF STREAM PROTECTION AND NATURALAREAS. BOTH COLORS ARE INTENDED TO SERVE TO IDENTIFY AREAS CLOSED TO VEHICLE AND/OR PEDESTRIAN TRAFFIC. i'� Install driveway - culvert if there is a roadside ditch present This Project Requires Compliance with Minimum Requirement 2 (Consideration of Elements 1-13) ELEMENT #4: INSTALL SEDIMENT CONTROLS (CONY.) 2. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C231: BRUSH BARRIER (P.365) BMP C232: GRAVEL FILTER BERM (P.367) BMP C233: SILT FENCE (P.367) BMP C234: VEGETATED STRIP (P.375) BMP C235: WATTLES (P.376) ELEMENT#5: STABILIZE SOILS LEAVING SOILS DEVEGETATED OR EXPOSED NEEDLESSLY CREATES EROSION AND SEDIMENT PROBLEMS. 1. STABILIZE EXPOSED AND UNWORKED SOILS WHENEVER CONSTRUCTION WORK WILL STOP FOR MORE THAN TWO DAYS AT A TIME DURING THE WET SEASON (OCTOBER 1-APRIL 30) OR 7 DAYS DURING THE REST OF THE YEAR (MAY 1-OCTOBER 1). 2. STABILIZE SOILS AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED BASED ON THE WEATHER FORECAST. 3. STABILIZE ALL EXPOSED SOILS WITH EITHER VEGETATION, MAT COVERINGS, MULCHING, OR IN THOSE AREAS TO BE PAGED, A COMPACTED BASE MATERIAL. 4. USE BMP C123 PLASTIC COVERING OVER ALL STOCKPILES WITH PLASTIC OR BURLAP IF LEFT UNWORKED. PLACE SAND -FILLED BURLAP OR GEOTEXTILE BAGS EVERY 3 TO 6 FEET ALONG SEAMS AND TIE THEM TOGETHER WITH TWINE TO HOLD THEM IN PLACE. 5. IF YOU EXCAVATE SOIL FOR THE FOUNDATION, BACKFILL THAT SOIL AGAINSTTHE FOUNDATION AND GRADE IT DRAIN AWAY FROM THE BUILDING. 6. ONCE DISTURBED LANDSCAPE AREAS ARE GRADED, YOU MUST SEED OR SOD THE GRASS AREAS. OPEN AREAS MAY NOT BE LEFT UNVEGETATED. 7. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C120: TEMPORARY AND PERMANENT SEEDING (P.278) BMP C121: MULCHING (P.284) BMP C122: NETS AND BLANKETS (P.288) BMP C123: PLASTIC COVERING (P.294) BMP C124: SODDING (P.296) BMP C125: TOPSOILING /COMPOSTING (P.297) BMP C131: GRADIENT TERRACES (P.307) BMP C140: DUST CONTROL (P.310) ELEMENT #6: PROTECT SLOPES SLOPES CAN BE ESPECIALLY VULNERABLE TO EROSION, BUT BMP'S CAN MITIGATE SEDIMENT PROBLEMS. AS SUCH, CONSTRUCT CUT -AND -FILL SLOPES TO MINIMIZE EROSION USING THE FOLLOWING PRACTICES: 1. REDUCE CONTINUOUS LENGTH OF SLOPE WITH TERRACING AND DIVERSIONS 2. REDUCE SLOPE STEEPNESS 3. ROUGHEN SLOPE SURFACES 4. USE BMP C123 PLASTIC COVERING OVER ALL EXPOSED SLOPES 5. USE BMP C120 TEMPORARY AND PERMANENT SEEDING AS SOON AS POSSIBLE ON EXPOSED SLOPES 6. MANAGE OFF -SITE STORMWATER (RUN-ON) SEPARATELY FROM STORMWATER GENERATED ONSITE. DIVERT OFF -SITE STORMWATER OR GROUNDWATER AWAY FROM SLOPES AND DISTURBED AREAS WITH INTERCEPTOR DIKES, PIPES, OR SWALES. 7. DO NOT CREATE ANY CUT SLOPES OVER F FEET HIGH OR SLOPES STEEPER THAN 2 FEET HORIZONTAL TO 1 FOOT VERTICAL. FILL SLOPES MAY NOT EXCEED F FEET HIGH OR 3 FEET HORIZONTAL TO 1 FOOT VERTICAL. SLOPES EXCEEDING THESE CRITERIA REQUIRE PROFESSIONAL ENGINEERING. 8. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C120: TEMPORARY AND PERMANENT SEEDING (P.278) BMP C121: MULCHING (P.284) BMP C122: NETS AND BLANKETS (P.288) BMP C123: PLASTIC COVERING (P.294) BMP C124: SODDING (P.296) ad ��i�st��9 �o 4" - 8" quarry spalls Geotextile Notes: ""` 1. Driveway shall meet \ the requirements of the 12" minimum thickness `� permitting agency. 2. It is recommended that Provide full width the entrance be of ingress/egress crowned so that runoff area drains off the pad. P C105: Stabilized :i )Construction Entrance �� NOT TO SCALE POSTS USE 2X2 WOOD OR 1-3/4" x 3-1/2" x 6' GREEN STEEL FENCE POSTS SET 18" INTO GROUND. ATTACH FENCING MATERIALS TO WOOD POSTS WITH 1X2 WOOD BONDING STRIP OR WITH ZIP TIES TO METAL POLES. FENCING SPECIFICATIONS FENCE MATERIAL TO BE MINIMUM WEIGHT OF 2.8 OZ PER SQUARE YARD PER ASTM D-3776 AND CAPABLE OF WITHSTANDING 1400 HOURS OF DAYLIGHT UV EXPOSURE BEFORE NOTICEABLE FADING OCCURS. BMP C103 High Visibility Fence NOT TO SCALE Panel 1 Straw bale 10 mil plastic lining Binding wire Staples Native material (2 per bale) (optional} wood or Plywood petal stakes 1200 mm x 610 mm Wood post (2 per bale) painted white (89 mm x 89 mm Lag screws x 2.4 m) Section B-B (12.5 mm) IlcoNCRere1 Black letters I wasnouT 150 mm height 915 mm 91�5 mm 3m Minimum Concrete Washout Sign Stake (typ> Detail (or equivalent) Variesg � � B � � 50 mm 200 mm �r'- 3.05 mm dia. . . � steel wire Staple Detail Straw bale 10 mil plastic lining Notes: 1. Actual layout (typ�) determined in the field. Plan 2. The concrete washout sign shall be installed within 10 m of the temporary concrete washout facility. Tvpe "Above Grade" with Straw Bales BMP C154: Concrete Wash- 4 out Area -Straw Bales NOT TO SCALE MAINTENANCE HIGH -VISIBILITY BARRIER FENCE SHALL BE INSPECTED DAILY, AND ADJUSTED OR RESET AS NECESSARY FOR THE DURATION OF THE PROJECT. ELEMENT #6: PROTECT SLOPES (CONY.) BMP C201: GRASS -LINED CHANNELS (P.333) BMP C203: WATER BARS (P.339) BMP C208: TRIANGULAR SILT DIKE (TSD) (GEOTEXTILE-ENCASED CHECK DAM) (P.355) ELEMENT#7: PROTECT DRAIN INLETS STORM DRAINS ARE DESIGNED TO COLLECT AND TRANSPORT CLEAN STORMWATER, NOT WATER POLLUTED WITH SEDIMENT OR OTHER POLLUTANTS. STORM DRAIN INLETS MUST BE PROTECTED SO THAT RUNOFF DOES NOT ENTER THE STORMWATER SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED OR BOTH. 1. USE BMP C220 STORM DRAIN INLET PROTECTION TO PROTECT ALL PROPOSED AND EXISTING STORM DRAIN INLETS DURING CONSTRUCTION SO THAT STORMWATER RUNOFF DOES NOT ENTER THE STORMWATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED (OR BOTH) TO REMOVE SEDIMENT OR OTHER POLLUTANTS. 2. CLEAN OR REMOVE AND REPLACE INLET PROTECTION DEVICES WHEN SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE (UNLESS A DIFFERENT STANDARD IS SPECIFIED BY THE PRODUCT MANUFACTURER). 3. KEEP ALL APPROACH ROADS CLEAN. 4. DO NOT ALLOW SEDIMENT AND STREET WASH WATER TO ENTER STORM DRAINS WITHOUT TREATMENT. 5. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C220: STORM DRAIN INLET PROTECTION (P.357) ELEMENT #8: STABILIZE CHANNELS AND OUTLETS STORMWATER CHANNELS AND OUTLETS CAN THEMSELVES ERODE UNLESS STABILIZED WITH ROCK OR OTHER ARMORING. 1. CONSTRUCT AND STABILIZE ALL ON -SITE CONVEYANCE CHANNELS TO PREVENT EROSION. 2. USE BMP C209 OUTLET PROTECTION TO PROVIDE STABILIZATION, INCLUDING ARMORING MATERIAL ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAMBANKS, SLOPES, AND DOWNSTREAM REACHES AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 3. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C202: CHANNEL LINING (P.338) BMP C122: NETS AND BLANKETS (P.288) ELEMENT#9: CONTROL POLLUTANTS WASTE MATERIALS, DEMOLITION DEBRIS, AND OTHER POLLUTANTS THAT OCCUR ONSITE DURING CONSTRUCTION CAN CONTAMINATE THE STORMWATER SYSTEM UNLESS MANAGED. CEMENT AND RELATED PRODUCTS CAN MODIFY THE PH OF STORM WATER. 1. PROVIDE COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM FOR ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND OTHER MATERIALS THAT HAVE THE POTENTIAL TO POSE A THREATTO HUMAN HEALTH OR THE ENVIRONMENT. 2. ANYTIME CONCRETE IS POURED, CONTRACTOR MUST REQUIRE WASHOUT OF THE CONCRETE TRUCKS FOLLOWING BMP C154 CONCRETE WASHOUT AREA AT DESIGNATED WASHOUT AREAS ONLY. 3. LOCATE WASHOUT AREAS AT LEAST 50 FT FROM SENSITIVE AREAS SUCH AS STORM DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. CLEAN CONTAMINATED SURFACES IMMEDIATELY FOLLOWING ANY SPILL INCIDENT. 4. APPLY FERTILIZERS AND PESTICIDES IN A MANNER AND AT RATES THAT WILL NOT RESULT IN LOSS OF CHEMICALS VIA STORMWATER RUNOFF. 5. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C151: CONCRETE HANDLING (P.313) BMP C152: SAWCUTTING AND SURFACING POLLUTION PREVENTION (P.314) BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT (P.315) BMP C154: CONCRETE WASHOUT AREA (P.317) ELEMENT#10: CONTROL DE -WATERING DE -WATERING WATER EXTRACTED FROM FOUNDATIONS, VAULTS, OR TRENCHES, HAS SIMILAR CHARACTERISTICS TO STORM WATER RUNOFF ATTHE SITE AND CAN CAUSE THE SAME IMPACTS UNLESS PROPERLY MANAGED. 1. CONTRACTOR MAY DISCHARGE CLEAN, NON -TURBID DE -WATERING, SUCH AS WELL -POINT GROUND WATER, TO SYSTEMS THAT ARE TRIBUTARIES T0, OR DIRECTLY INTO, SURFACE WATERS IF THE DE WATERING FLOW DOES NOT CAUSE EROSION OR FLOODING OR INTERFERE WITH THE OPERATION OF THE STORMWATER SYSTEM. ELEMENT #10: CONTROL DE -WATERING (CONY.) 2. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C203: WATER BARS (P.339) BMP C236: VEGETATIVE FILTRATION (P.379) ELEMENT #11: MAINTAIN BMPS ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 1. DURING THE DRY SEASON INSPECT SEDIMENT CONTROL BMPS WEEKLY OR AFTER A RUNOFF PRODUCING STORM EVENT. 2. DURING THE WET SEASON, INSPECT BMPS DAILY. USE BMP C150 MATERIALS ON HAND TO ENSURE YOU ARE READY FOR A HEAVY RAIN. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED WITHIN 30 DAYS AFTER THE COUNTY DETERMINES THATTHESITE IS STABILIZED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. 3. TRAPPED SEDIMENT MUST BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL OF BMPS OR VEGETATION MUST BE PERMANENTLY STABILIZED. 4. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C150: MATERIALS ON HAND (P.311) ELEMENT #12: MANAGE THE PROJECT PHASING A PROJECT, ESPECIALLY WHEN REVEGETATION OCCURS AS PART OF EACH PHASE, CAN HELP PREVENT THE TRANSPORT OF SEDIMENT FROM THE SITE. 1. FULLYIMPLEMENTTHISCONSTRUCTIONSWPPPATALLTIMES. 2. MODIFY THIS CONSTRUCTION SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE AT THE CONSTRUCTION SITE THAT HAS OR COULD HAVE A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO WATERS OF THE STATE. 3. INSPECT, MAINTAIN, AND REPAIR ALL BMPS AS NEEDED TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 4. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C150: MATERIALS ON HAND (P.311) ELEMENT #13: PROTECT LOW IMPACT DEVELOPMENT BMPS LOW -IMPACT DEVELOPMENT TECHNIQUES CAN BE DAMAGED IF THEY ARE COMPACTED OR ACCUMULATE SEDIMENT DURING CONSTRUCTION. IF THERE ARE ANY LOW -IMPACT DEVELOPMENT BMPS PLANNED FOR THE SITE 1. USE BMP C103 HIGH VISIBILITY FENCE TO EXCLUDE ALL CONSTRUCTION AND FOOT TRAFFIC FROM THE INFILTRATION, BIORETENTION, OR RAIN GARDEN AREAS. 2. PROTECT ALL INFILTRATION AREAS OR BIO-RETENTION AND RAIN GARDEN BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THOSE AREAS. 3. USE BMP C233 SILT FENCE OR C234 VEGETATED STRIP TO CONTROL AND AVOID INTRODUCING SEDIMENT ONTO PERMEABLE PAVEMENTS. BURY THE BOTTOM OF THE FILTER FABRIC AT LEAST 4 INCHES BELOW THE GROUND SURFACE. BACKFILL AND TAMP SOIL IN PLACE OVER THE BURIED PORTION OF THE FILTER FABRIC, SO THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CANNOT OCCUR. 4. DRIVE OR PLACE THE FENCE POSTS INTO THE GROUND AT LEAST 18 INCHES. A 12-INCH MINIMUM DEPTH IS ALLOWED IF TOPSOIL OR OTHER SOFT SUBGRADE SOIL IS NOT PRESENT AND 18 INCHES CANNOT BE REACHED. 5. IF PAVEMENTS ARE FOULED WITH SEDIMENTS OR NO LONGER PASS AN INITIAL INFILTRATION TEST, CLEAN THEM USING PROCEDURES FROM THE STORMWATER MANUAL OR THE MANUFACTURER'S PROCEDURES. 6. SUGGESTED BMPS &PAGE REFERENCE TO SWMMWW CODE: BMP C102: BUFFER ZONES (P.268) BMP C103: HIGH VISIBILITY FENCE (P.269) BMP C200: INTERCEPTOR DIKE AND SWALE (P.331) BMP C201: GRASS -LINED CHANNELS (P.333) BMP C207: CHECK DAMS (P.352) BMP C208: TRIANGULAR SILT DIKE (TSD) (GEOTEXTILE-ENCASED CHECK DAM) (P.355) BMP C231: BRUSH BARRIER (P.365) BMP C233: SILT FENCE (P.367) BMP C234: VEGETATED STRIP (P.375) Stormwater Dispersion from Lawn &Landscaped Areas Minimum Requirement 5: Low Impact Development (LID) Requirements BMP T5.13: POST -CONSTRUCTION SOIL QUALITY &DEPTH PURPOSE AND DEFINITION 1. NATURALLY OCCURRING (UNDISTURBED) SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT BIOFILTRATION; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. 2. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORM WATER FUNCTIONS LOST, BUT SUCH LANDSCAPES THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. 3. ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION. APPLICATIONS AND LIMITATIONS 1. ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON -SITE MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. 2. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOLIDS, AND FOREST PRODUCT RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEETTHESOIL QUALITY AND DEPTH BMP BE APPROPRIATE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. 3. THIS BMP CAN BE CONSIDERED INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. GUIDELINES 1. SOIL RETENTION: RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. 2. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 3. SOIL QUALITY: ALL AREAS SUBJECTTO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED 4. BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. 5. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEETTHE CRITERIA. 6. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 7. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL USING COMPOST AND OTHER MATERIALS THAT MEET ORGANIC CONTENT REQUIREMENTS. 8. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Panel 2 IMPLEMENTATION OPTIONS 1. THE SOIL QUALITY GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE FOLLOWING METHODS: 2. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 3. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 4. STOCKPILE EXISTING TOPSOIL DURING GRADING AND REPLACE IT PRIOR TO PLANTING. 5. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 6. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENTAND DEPTH TO MEET THE REQUIREMENTS. 7. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. Mulct Loose soil with visible darts organic matter Loose or fractured subsoil � BMP T5.13 Planting Bed &Mulch Cross Section NOT TO SCALE ^ , r` W � �� Ua--+ c rn �'a � Q�� }/�`N �� Uc�o� O � ��a Q �JM z o� o wU wc� � w � Z w� o- v~i2 UN c�� Qa � a �, � go N �� o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O n♦ .� W U� n,� W �_ •'/� v � O N , � O OO O t � `*� �o> O �_� �' to O � N � � W Panel 3 Panel 4 A1.2 Permit Submittal Drawings Stormwater Dispersion from Roof Areas Minimum Requirement 5: Low Impact Development (LID) Requirements BMP'S (IN DESCENDING ORDER OF REQUIREMENT): T5.30 OR T5.10A; T5.14A OR T7.30; T5.10B; T5.10C PREFERRED METHOD: FULL DISPERSION PER BMP T5.30 1. THIS BMP ALLOWS FOR FULLY DISPERSING RUNOFF FROM IMPERVIOUS SURFACES 1 AND CLEARED AREAS OF DEVELOPMENT SITES THAT PROTECT AT LEAST 65% OF THE SITE (OR IIgF�o�v� A THRESHOLD DISCHARGE AREA ON THE SITE) IN A FOREST OR NATIVE CONDITION. 2. DEVELOPMENTS THAT PRESERVE 65% OF A SITE (OR A THRESHOLD DISCHARGE AREA OF '� A SITE) IN A FORESTED OR NATIVE CONDITION, CAN DISPERSE RUNOFF FROM THE DEVELOPED '�� PORTION OF THE SITE INTO THE NATIVE VEGETATION AREA AS LONG AS THE DEVELOPED AREAS DRAINING TO THE NATIVE VEGETATION DO NOT HAVE IMPERVIOUS AREAS THAT EXCEED 10% OF THE ENTIRE SITE. � BMP T5.30: Full Dispersion Preferred NOT TO SCALE Plan View 4" rigid or 6"flexible perforated pipe r�------ ---�1 I Ill `�______________�� sumpwlsolidlid infiltration trench roof drain overFlow Profile View 4"rigid orb"flexible splash block A perforated pipe CB sump wlsolid lid 6�� II -III III -III -III- - - - _ -'_' 6" 12" washed rock 1 Y a4 1' min 1' min Afine mesh screen T varies 10' min. 5' min. Section A -A filter fabric t� � � compactedbackfll �' _ w_ „r roof drain ``' 4" rigid or 6"flexible perforated pipe i z" r _ _ _ _ _ _ washed rock 1 y" - 3/q" 24" � NOT TO SCALE 2a BMP T5.10A: Downspout Full Infiltration NOT TO SCALE SEE ALSO ALTERNATIVE DETAIL 2b 3a BMP T5.14A: Raingarden SKOAGATCOUNTYLI�DLDIST#2 NOT TO SCALE Edge of pavement or curb -cut 3" woodchip mulch, aggregate, or sod Provide a 1" drop Provide a 1" drop from the edge of from the edge of sidewalk pavement BSM bottom width varies, 1' minimum Overflow standpipe I 6" min. freeboard Ponding depth �Il�varies \I�� Minimum separation varies, see design guidance n BMP T7.3: Bioretention Swale Stormwater Dispersion from Other Surfaces -Techniques &Details Minimum Requirement 5: Low Impact Development (LID) Requirements BMP'S (IN DESCENDING ORDER OF REQUIREMENT): T5.15 OR T5.14A OR T7.30; T5.12 OR T5.11 O 4J O M I k7 k7 k j M I w Locate drain 25' from � ROW if driveway � a, � slopes toward street. I � � Permeable pavement mix 700 sq. ft. max. between berms � Driveway I 2-4" Slope � 1"washed sand or 0.5" washed = crushed stone for base material ______ 6' min �sJ-s��°-----__ , Berm Detail ��= - Diagonal ^�=� ==t 6" open -graded base material, 4" - 2" crushed -washed Subgrade, determine compaction based on design requirements 5a BMP T5.15: Permeable Pavement NOT TO SCALE ^ �T"" "Q �ngregate in openings Concrete paver 1"washed sand or 0.5" washed crushed stone for base material 6" open -graded base material, %a' - 2" crushed -washed Subgrade, determine compaction based on design requirements n BMP T5.15: Permeable Pavers �� NOT TO SCALE /25'vegetated berm with / flowpath dispersion 25 / trench / i Plan Driveway Dispersion Trench Driveway Slope Varies and Slopes Toward Street \A�� / I � � I�.' ;o / �� i �'' / � Max.2%� Driveway _ � cross slope Slope � / / __ _ --� Le ?�_ _ �P _ I 9e�d-gat°==E°====9c'f=°=°°_ _ Plan �a �- __--__ I Sheet Flow Dispersion from a Driveway o�Pr 4�ef i Flat to Moderately Sloping Driveways � BMP T5.12: Sheet Flow n Dispersion for Driveways NOT TO SCALE Sidewalk _I I I I ,I LI=1�I I I I I hf-I-' 3" woodchip mulch, I l 11 I -I I � aggregate, or sod 3" coarse compost in ponding area 18" Bioretention Soil Media (BSM) Seasonal high water table, bedrock, or other impervious layer Panel 5 I - � � II ^O � (6 ^ I ' 1 I I I i�� i � � � ilo Locate drain 25' � � 700 sq. ft. max. between berms from ROW if ',� it in driveway sloped toward street. Driveway _ � 2_q�� Slope � 6' min � � 1 s�% y / =________=��j I ______�_' Berm Detail � // P9e�d�. '==__�_�=' < <� aio� 25' vegetated 1 Add II flowpath It i Diagonal � II \ t P Ian berm with dispersion Steep Driveway with trench Diagonal Berms f 1 �1 IT � O / �O N // Locate drain 25' from � o i / ROW if driveway I � k� � !slopes toward street. fir k;' 700 sq. ft. max. between drains � � � / / �i , Driveway I Slo / 1 � _ Plan ;��°"�� i =____=-' � 9 Steep Driveway with i pd�e�d<ea� i ==-�lJ' Slotted Drains It Diagonal berm with I 25' vegetated � 1\ NOT TO SCALE � dispersion trench 1, flowpath I \ BMP T5.11: Concentrated Flow 6b Dispersion for Steep Driveways NOT TO SCALE Panel 7 Stormwater Dispersion from Roof Areas Downspout Dispersion Systems Minimum Requirement 5: Low Impact Development (LID) Requirements BMP'S (IN DESCENDING ORDER OF REQUIREMENT): T5.30 OR T5.10A; T5.14A OR T7.30; T5.10B; T5.10C random fill r - - � L; �� .�ti- ! -� � • �� -��- �/ .� . .� . .� - - • slope - to road drainage system x 10' ✓el trench 1perf pipe Plan View of Roof BMP T5.106: Typical 4a Downspout Dispersion Trench NOT TO SCALE slope - Plan View of Roof pipe O.D. 1' min. 1' min. � Flow to second end cap or plug dispersal trench if necessary clean out wye from pipe 4" or 6" peforated pipe laid flat/level Type 1 CB w/slid cover 5D' A A -- notched grade '� influent pipe (max design board 2"x2" .� flow 50.5 ds per trench) notches 18" O.C. Type 1 CB w/solid cover (lacking) cleah out wye from pipe Flow to other branching CB's Plan as necessary pipe O.D. galvanized bolts 1' min. 1' min. � �I 18" O.C. I� �r �o max TT 2" grade J 2�� board noches 12"min. 38"max / Notes: 4" or 6" 1. This trench shall be constructed so perforated pipe as to prevent print discharge and/or 2" x 12" laid flat erosion. 2. Trenches may be placed no closer ressure treated 6' min. than 50 feet to one andher. (100 � grade board T feet along flowline) • � �` 3. Trench and grade board must be 1 clean (<5%floes) level. Align to follow colours d site. 4 x 4 filter fabric f Y"- %n" washed 4. Support post spacing as required by Epp°d P°� Section A -A rock soil conditions to ensure grade board remains level. '15%max for flow control/water quality treatment in rural areas. NOT TO SCALE BMP T5.106: Standard Dispersion (4h) Trench with Notched Grade Board �� NOT TO SCALE random fill to road 6 ` filter fabric drainage system 18" min. 4" perf pipe 1 Yz" - a/a" washed rock x 10' del trench /perf pipe 24" min. Trench X-Section n BMP T5.10C: Perforated Stub -out Connection �� NOT TO SCALE House Splashblock BMP T5.10B: Typical 4C Splashblock Dispersion NOT TO SCALE 2' min. � 15' min. BMP T5.10B: Alternative Infiltration 2b for Coarse Sands and Gravels NOT TO SCALE Panel 6 Other BMP Techniques for Erosion Control &Stormwater Management a�_q, Typical V-Shaped Channel Cross -Section View Looking Upstream �� ` (, �,) A 18" 1 /ir �.\ VJRh Rock 12, �(05m)��' T Center !// `�\ � �. (150mm) Straw rolls must 6e \ice !!/ \ \ \ \ / �% \ \ \ \ k / /! placed along slope \ k � Adjacent rills \\ f�� .� � 8"-8" \//. / 8k � � ei , / 24"(O.Bm) contours � shall rightly abut (150-225mm) Nde: / /// Key in Fabric Key stone into channel banks and extend it � �, \ �\ �\ GressDned J •1, � \ F beyond the abutrnents a minimum of 18" �'- � Filler Fabric � (O.Sm) to prevent flow around dam. A '//�\` \ Typical Parabolic Channel Cross -Section Section A -A �, ` ` VYth Rock Center for Base Flow Flow Spacing depends -�-_ 24" (O.Bm) n soil type and �" \�' � slope steepness Sediment, organic matter, �/��/; ' � \ �\ � Z �i' � and native seeds are ? / B" - 8" \ \�\ /\/ / \/. ryso-2zsmm) ,\, / \ � �J, captured behind the rolls. With Channel � Key in Fabric Filter Fabric g (2.4m) �` Liner �!\ Spacing Between Check Dams 3"-5"(75-125mm) Typical Trapezoidal Channel Cross -Section � �� 'L' =the distance such that pills //\�.\\'�',,:;. � -:;�\/ \ �� 1200-250mm) Design Depth 'A' antl'e' are of equal elevation. \ ' � / / L, Live Stake � / � I � r iw , /��\/` '. / � _ - - - - - _ - _ _ - - - .T /( •� // 1"x 1"Stake \/�' \ V////. G (zs x zsmm> Overcd channel 2" (SOmm)to allow \\/' �� \�� 7{l bulking tludng seetlbed preparation .\ ��' � __ � i\ NOTE: and growm of vegetation. Wfth Rock Center \ � \ 1. Straw roll installation requires the placement and secure staking Filter Fabric for Base Flow ' ✓ � dthe roll in a trench, 3"- 5" (75-125mm) deep, dug on contour. Runoff must not be allowetl to run untler or around roll. NOT TO SCALE � Grass -lined Swales 2 Rock Check Dam 3 Wattles NOT TO SCALE NOT TO SCALE NOT TO SCALE Balk of sidewalk Balk d curb ud , block Wre screen or ��f 8 - - fittarfabdc . inch (20 ram) A Concrete blodk Drain gravel Plan View Ponding height '/a inch (20 ram) Drain gravel - - - ova-� ',.rt': "<;,-: � Curb inlet VNre screen or /, \ fitterfabnc 2x4 Wood stud (100x50 Timber stud) Catch hasin \/ Concrete black Section A -A Niles: 1. Use block antl gravel type sediment bonier when curb inlet is located in gaily sloping street se meet where water can and and allow sediment to s orate from mnoff. 9 P eP 2. Barrier shall allow fa overflow from severe storm event. 3. Inspect bamers and remove sediment after each stone event Sediment antl gravel must be removed from the traveled way immediately. NOT TO SCALE 5 Curb Inlet Protection NOT TO SCALE Drain grate crate block Gravel backfill v�reeaeen°r filter fabric Gravel backfill _ Overflow water Ponding height r- Water Drop inlet \\/ �� / Section A -A Niles: 1. Drop inlet sediment harriers are to be used for small, neatly level drainage areas. (less then 5%) 2. Excavate a basin of sufficient size adjacel to the drop inlet. 3. The to dthe structure ondin hei ht must be well helow the round elevation P (P 9 9 ) 9 downslope to prevent runoff from bypassing the inlet. A temporary dike may be necessary on the downslope side ofthe structure. NOT TO SCALE 6 Drain Inlet Protection NOT TO SCALE Back of sidewalk � � � �I�I�I� 7 �I�I�I�I� �� I�I�I�I� Plan View Gravel filled sandbags stacked tightly Minimum a'xa'• trencr I to 8' tlwire backing is used fence pasts, or equivalent 2'k2" by 14 Ga. wire or equivalent, 'rf standard strength fabric used VA �/� Fltter fabric � \ r� II I I Backfill trench with "%"/ native soil or %" - //� /\ 1.5" washed gravel \y'12"min\\�\\y\\/� Minimum �T\/�\� a••xa•• trenar 2"x2" wood posts, Steel fence posts, or equivalent NOT TO SCALE 4 Silt Fencing NOT TO SCALE If required, drape filter (abet over brash and secure'n 4'k4 min. trench vnth compacted badkfill 2' min �\ / _- Anchortlownhill etlge d �� filter fabric with stakes, sandbags, or equivalent Notes: � ti I -I 1. Place wrb type sediment barriers on gaily sloping street segments, where water can pond and allow sediment to separate from runoff. 2. Sandbags of a@her burlap or woven'geotexlile' fabdo, are filled with gravel, layered Min. 5' wide brush bartier wiM and packed tightly. max. 8' diameter woody debris. 3. Leave a one santlbag gap in the top row to provitle a spillway For overflow. Alternatively topsdl strippings 4. Inspect balers and remove sedimel after each stone event. Sedimel and gravel may be used to farm the barrier. must be removed from the traveled way immediately. NOT TO SCALE 7 Curb &Gutter Protection 8 Brush Barrier NOT TO SCALE NOT TO SCALE Panel 8 Permit Submittal C �N � �--+ � � U ;Q U �a�� _� �L� �� 0 � oU� �JM Z p � O w w (~'.7 U W J w O Z r~i1 S U N CDC Qa � Q v1 � g" O rn �¢ N � H � � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 ■ O W � U� n'� W o n ' N W O O O o� C O �O � .> � �� O C L=� N � � W �+ (^'�`) W �) }i �� ^�i♦♦ ( IM) � V �yl �� W � U � _O )ra wings LINE OF ROOF OVERHANG — n -- ii ii ii ii LINE OF ROOF OVERHANG LIVING ROOM ROOF BELOW — — 0 Q L— _i �— Upper Floor Demolition Plans SCALE: 1/4" =1'-0" J0 1 2 3 4 12 General Notes 0 z w REFERENCE ELEVATIONS ARE NOT BASED ON A PROPER TOPOGRAPHIC SURVEY AND ARE PROVIDED TO ESTABLISH GENERAL ELEVATIONS OF THE FLOOR SURFACES RELATIVE TO EACH OTHER AND THE ESTIMATED TOPOGRAPHY OF THE SITE. ALL DIMENSIONAL AND ELEVATION ASSUMPTIONS MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. Wall Type Legend 0 EXISTING CONSTRUCTION TO REMAIN 0 MASONRY / STONE TO REMAIN C — — — � EXISTING CONSTRUCTION TO REMOVE DIMENSIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION. -� - - - � - - ii ii � � ATTIC ACCESS FROM BELOW Demolition Plan Key Notes OREMOVE EXISTING DOOR AND REPLACE WITH NEW 20-MINUTE RATED DOOR ON SELF CLOSING HINGES. SEE DOOR SCHEDULE. 2 REMOVE VANITY AND CAP OR REMOVE PLUMBING. REMOVE WALL STUB AND DOOR BUT KEEP NARROW STORAGE CABINETS ALONG WEST WALL. OEXISTING TUB & WC TO REMAIN. CONFIRM WITH OWNER WHETHER TO INSTALL NEW TOILET. OREMOVE EXISTING WATER HEATER AND PREP PLUMBING FOR NEW WALL MOUNTED OR PEDESTAL SINK PER OWNER SELECTION OREMOVE AND SAVE ONE DOOR LEAF FOR RE -USE AS FOLD DOWN TABLE. INFILL WITH STUD WALL FRAMING AND FINISHES TO MATCH EXSTING ON GARAGE SIDE AND INTERIOR "GO ROOM" FINISHES PER FLOOR PLAN. OFIELD MEET WITH ARCHITECT TO DISCUSS BEST METHODS TO BRING NEW FLOOR ELEVATION UP TO LEVEL OF THE EXISTING "GO ROOM". OPTIONS TO CONSIDER INCLUDE LEAVING EXISTING CONCRETE WORK AND BUILDING OVER, TO REMOVING ALL EXISTING CONCRETE AND FILLING IN WITH NEW GRAVEL AND TOPPING SLAB. O7 OPENING FOR NEW DOORWAY OREMOVE EXISTING SLIDING GLASS DOOR AND PARTIALLY INFILL WITH STUD WALL CONSTRUCTION AND PREP FRAME OPENING FOR NEW DOOR. O9 REMOVE EXISTING SLIDING WINDOW AND PREP FOR NEW AWNING VENTED WINDOWS CENTERED BETWEEN CEILING BEAMS AND MATCHING WINDOWS EITHER SIDE. 10 REMOVE EXISTING SLIDING WINDOW AND PREP FOR NEW DOOR OPENING 11 NEW OPENING TO PROVIDE ATTIC ACCESS 12 REMOVE EXISTING HOT WATER HEATER 13 INFILL EXISTING OPENINGS WITH NEW STUD WALL CONSTRUCTION 14 DEMOLISH ALL INTERIOR BATHROOM AND CLOSET FINISHES AND FIXTURES REMOVE EXTERIOR SIDING AND SHEATHING FOR NEW WINDOW. 15 PROVIDE TEMPORARY SUPPORT FOR CEILING AND ROOF JOISTS UNTIL NEW HEADER AND STUDS ARE IN PLACE. CUT OPENING IN EXISTING WALLAND FRAME FOR NEW PARTIAL SIZE DOOR 16 PANEL TO ACCESS ATTIC SPACE. CUT BEAM ENDS BACK TO FACE OF WALL SUPPORT. PRIOR TO CUTTING, BUILDER 17 AND ARCHITECT NEED TO MEET AND DISCUSS BEST OPTIONS FOR EXTENT OF REMOVAL GIVEN THAT THE BEAMS SUPPORT THE EXISTING CAR DECK ROOFING. ti �n �N o � �► C � U U ;Q Q � �_� �_ L (�^ r � o oU� �JM z 0 U O �w wl~7 w � z � O- ti = U � C7 � Q Q K Q � �_ a0 � w N � H m oa N � � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGSVI O ^ ♦ � W U� �� Q .� � o N � O � O O ^ >_ � �, 4� � O �_� >' u� O � N � � W A2.1 Permit Submittal Drawings �) z� A Foundation & 0 Deck Framing Plan w SCALE: 1/4" =1'-0" �� 0' 1' 2' 3' 4' 12' I/ � � General Notes 1. REFERENCE ELEVATIONS ARE NOT BASED ON A PROPER TOPOGRAPHIC SURVEY AND ARE PROVIDED TO ESTABLISH GENERAL ELEVATIONS OF THE FLOOR SURFACES RELATIVE TO EACH OTHER AND THE ESTIMATED TOPOGRAPHY OF THE SITE. ALL DIMENSIONAL AND ELEVATION ASSUMPTIONS MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 2. PROVIDE CONTINUOUS 4" DIAM. SLOTTED PVC FOUNDATION DRAINS SURROUND WITH FREE -DRAINING GRAVELS TO DISTRIBUTE STORM AND SURFACE WATERS TO INFILTRATION BACK TO GROUND, AND TO REDUCE CHANCE FOR HYDROSTATIC PRESSURE AGAINST FOUNDATION WALLS. 3. PROVIDE CLEANOUTS FOR FOUNDATION AND ANY TIGHTLINED ROOF DRAINS NOT LEADING TO SPLASH BLOCK DISPERSION Synbol Legend 0 REINFORCED CONCRETE FOUNDATION WALL PER STRUCTURAL � 16"x8" PREFAB FOUNDATION/CRAWL SPACE VENT CENTERED UNDER OPENING ABOVE (NOT USED ON THIS PROJECT) INDICATES LOCATION OF SIMPSON DTT-1Z DECK TENSION TIE REFER TO SECTION DETAILS FOR ADDITIONAL INFORMATION +/-(Dimension in inches) THIS NOTATION INDICATES ELEVATION OF THE TOP OF FOUNDATION WALL, NOTED IN INCHES ABOVE or BELOW THE REFERENCE FLOOR ELEVATION. REFER TO WALL SECTIONS AND SECTION DETAILS • THIS SYMBOL INDICATES LOCATION OF 5/8" DIAM. x 10" ANCHOR BOLT WITH HOOKED END. SPACING SHOWN IS AT 4'-0" OC MAXIMUM AND WITHIN SPACING SHOWN AT4'-0" OC MAXIMUM AND 12" OF EACH END PLATE, BUT NO CLOSER THAN 6" TO ENDS OF PLATE. INDICATES FACE MOUNTED SIMPSON JOIST HANGARS, TYPES AS CALLED OUT ON SECTION DETAILS INDICATES LOCATION OF SIMPSON STHDI4J HOLD DOWN STRAP FASTED WITH (30) 16d SINKER NAILS OR SIMPSON HDU4-SDS2.5 HOEDOWN AS OPTION. Foundation Plan Key Notes OPRESSURE TREATED 2X6'S AT 12" OC. SUPPORTING SLATTED WOOD BOARD DECKING MATERIAL TO MATCH EXISTING DECKS. IF OWNERS SELECT ANON -SLATTED MATERIAL FOR THE DECK SURFACE, SLOPE THE FRAMING AWAY FROM OEPDXY-DOWELL INTO EXISTING FOUNDATION STEMWALL AND FOOTINGS WITH A MINIMUM OF (2) #4 BARS AT BOTH THE FOOTING AND STEMWALL. EXTEND BARS 4" INTO STEMWALL AND 3" INTO FOOTING AND PROVIDE BENTONITE WATERSTOP AT VERTICAL STEMWALL JOINT IF NEEDED TO PREVENT SURFACE WATER FROM MIGRATING PAST WALL JOINT. QNOTE: PER CITY OF EDMONDS THIS CONDITION REQUIRES SPECIAL INSPECTION AND EXECUTION 1 BY ALL PARTIES OF A SPECIAL INSPECTION AND TESTING AGREEMENT GENERAL CONTRACTOR TO COORDINATE FOR THE SERVICES OF A WABO-CERTIFIED INSPECTOR AND SHALL SUBMIT ALL REQUIRED DOCUMENTATION TO THE CITY OF EDMONDS B O10" DIAMETER BUILDER -GRADE SONOTUBE FORM FOR CONCRETE PORCH POST FOUNDATIONS. SET PT DECK BEAM ON SIMPSON GALVANIZED CB44 EMBEDDED INTO CONCRETE. TOOL TOP EDGE OF CONCRETE FORM TO PROVIDE ROUNDED TRANSITION TO VERTICAL AND CROWN TOP OF CONCRETE TO DRAIN TO EDGES. O4 SAWCUT CONTROLJOINTS IN PATTERN SHOWN ON PLAN REFER TO WALL SECTION SHEET FOR SLAB REQUIREMENTS O5 CONCRETE SLAB ON GRADE AT SAME ELEVATION AS GENERAL STORAGE FLOOR LEVEL REFER TO WALL SECTION SHEET FOR SLAB REQUIREMENTS OINFILL EXISTING PASSAGEWAY WITH SLAB ON GRADE AT SAME ELEVATION AS THE NEW ADDITION. REVIEW WITH ARCHITECT WHETHER IT IS MORE EFFECTIVE TO PARTIALLY FILL PASSAGEWAY WITH RIGID INSULATION (TO REDUCE THE DEPTH OF CONCRETE FILL) OR TO FULLY FILL WITH CONCRETE. Alternate Hold Down Anchor SIMPSON HDU4-SDS2.5 AT SLAB ON GRADE FOUNDATION CONDITION Typical Hold Down Strap SIMPSON STHDI4J AT SLAB ON GRADE FOUNDATION CONDITION ti �n �N � o �I C � U U ;Q Q � �_� � L �i (�^ O � oU� �JM z p � O �w wl~_7 ,,_, � J z N= 0= (7� QQ �a �� ao �w N � H ONl � � � p � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS O n♦ .� W U� ^� W �_ �' ^ \/, � o N � O O W O O '^ > � � ± 4_ Q� O �_� �' � O c N � � W A2.2 Permit Submittal Drawings IJ LINE OF ROOF OVERHANG O� �/ - �A � B A 0 Roof Framing Plan z w ISCALE: 1/4" =1'-0" 0' 1' 2' 3' 4' 12' I General Notes REFERENCE ELEVATIONS ARE NOT BASED ON A PROPER TOPOGRAPHIC SURVEY AND ARE PROVIDED TO ESTABLISH GENERAL ELEVATIONS OF THE FLOOR SURFACES RELATIVE TO EACH OTHER AND THE ESTIMATED TOPOGRAPHY OF THE SITE. ALL DIMENSIONAL AND ELEVATION ASSUMPTIONS MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. Roof Framing Plan Key Notes O 2x10 RAFTERS AT 16" OC O EXSITING 4X12 BEAMS SUPPORTING WOOD CAR DECKING FLAT ROOF 3OCONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL WITH EXTERIOR NAILING OF 8d NAILS PER IRC TABLE R602.3(3) SPACED 6" AT EDGES AND 12" IN FIELD AND INTERIOR GWB SHEATHING APPLIED VERTICALLY AND NAILED PER IRC TABLE R602.3(1) ITEM 35. NOTE GWB IS APPLIED TO THE INTERIOR FACE OF WALLS AT NEW ADDITION O4 AREA OF NEW 2X10 CEILING/ATTIC JOISTS IF WATER HEATER IS KEPT AND RELOCATED INTO THE ATTIC SPACE. OTHESE DIMENSIONS ARE APPROXIMATIONS. THE TOP OF THE RIDGE BEAM IS SET BY THE ANGLE OF THE 6:12 ROOF PITCH AS IT HEADS UPWARDS FROM THE 11'-0" PLATE HEIGHT OF THE WEST WALL. OTHESE DIMENSIONS ARE APPROXIMATIONS. THE TOP OF THE RIDGE BEAM IS SET BY THE ANGLE OF THE 6:12 ROOF PITCH AS IT HEADS UPWARDS FROM THE 11'-0" PLATE HEIGHT OF THE WEST WALL. O7 SIMPSON STRAP TIES EACH SIDE OF NEW WINDOW OPENING. SEE BUILDING ELEVATIONS Symbol &Wall Type Legend INDICATES BRACED WALL PANEL 51.2.PNL-2 LENGTH &TYPE, PER WIND AND 3'-0" SEISMIC COMPLIANCE SCHEDULES PER TABLE SHEET A0.4 J W �� O � �� U U ;Q Q � �_� �_ L l�^ �i � O oU� �JM z p r O U w C~7 F J W W Z N = O = N �� as � a ,,, � ao �w �� oNa 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O ^` � W U� n� W �_ ■�/1 \n/ � o N `J W O � O � c O O >_ � •L � �° � O � �_� � �' o� N � � W ca A2.3 Permit Submittal Drawings 64'-2�" Main Floor Plan SCALE: 1/4" =1'-0" 0' 1' 2' 3' 4' 12' General Notes REFERENCE ELEVATIONS ARE NOT BASED ON A PROPER TOPOGRAPHIC SURVEY AND ARE PROVIDED TO ESTABLISH GENERAL ELEVATIONS OF THE FLOOR SURFACES RELATIVE TO EACH OTHER AND THE ESTIMATED TOPOGRAPHY OF THE SITE. ALL DIMENSIONAL AND ELEVATION ASSUMPTIONS MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. Wall Type Legend B INDICATES WALL ASSEMBLY TYPE: REFER TO SHEET A4.2 EXISTING CONSTRUCTION 0 MASONRY /STONE I I AREAS TO RECEIVE VERTICAL BARN WOOD ROUGH SAWN SIDING ® NEW CONSTRUCTION DIMENSIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION. Floor Plan Key Notes ONEW SOLID CORE 20-MINUTE RATED WOOD DOOR WITH SELF -CLOSING HINGES AND DEADBOLT LOCKING WITH THUMBLATCH OPERATION FROM INTERIOR SIDE (PASSAGEWAY SIDE) O NEW SOLID WOOD SLIDING BARN DOOR TO MATCH EXISTING STYLES OREMOVE EXISTING SWINGING DOORS AND INFILL WITH STUDWALL FRAMING AND FINISH TO MATCH ADJACENT WALLS. RETAIN ONE DOOR LEAF FOR RE -PURPOSING AS FOLD DOWN TABLE IN THE GO ROOM OREMOVE EXISTING GARAGE MAN DOOR AND REPLACE WITH DOOR STYLE TO MATCH INTERIOR LADDER PANEL DOORS NOTE: NEW DOOR MUST BE 20-MINUTE RATED AND WITH AUTO -CLOSING HINGES. ONEW HIGH EFFICIENCY GAS -FIRED HOT WATER HEAT PUMP TO SIZED TO SERVE ENTIRE HOME. CONSULT WITH OWNERS TO DISCUSS IF A CIRCULATING HOT WATER LOOP PUMP IS APPROPRIATE FOR THIS PROJECT. U REPLACE EXISTING ELECTRIC BASEBOARD HEATER WITH NEW HYDRONIC ELECTRIC BASEBOARD. Q 7 NEW HYDRONIC ELECTRIC BASEBOARD HEATER (3 LOCATIONS) 1 CADET MODEL EBHN500-8W 500 WATT CAPACITY TOTAL CAPACITY OF 1500W <2000W EXCEPTION ALLOWED BY ENERGY CODE EXCEPTION TO R403.7 OREPURPOSED 48"X80" SOLID CORE DOOR INTO HINGED DROP DOWN TABLE WITH STAND UP WORKING SURFACE HEIGHT OF BETWEEN 36" AND 40" (CONFIRM HEIGHT PREFERENCE WITH OWNER) 10 IKEA "HEMNES" SLIDING DOOR WARDROBE CABINETS 11 IKEA "VADHOLMA" WINE SHELVE UNITS -SIZE: 15"x15"x14-3/8" NEW SOLID WOOD DOOR OF STYLE TO MATCH MAIN RESIDENCE INTERIOR BUT WITH GLASS LITES AND 12 PRIVACY LATCHSET AT CRAFTS ROOM AND DEADBOLT LOCKING FOR GO ROOM ACCESS. 13 "L" DESK SHOWN AS 60" X 60" SIZE WITH 24" WIDE WORK SURFACE AND PEDESTAL DRAWER STORAGE. 14 CASEWORK OR PURCHASED CABINET WITH 2 DOOR WARDROBE OVER WITH HANGING DOWEL, AND SINGLE PANEL SLIDE OUT FILE CABINET BELOW. REMOVE EXISTING SLIDING DOORS AND INSTALL NEW SOLID WOOD DUTCH DOOR. INFILL REMAINING OPENING 15 WITH INSULATED STUD WALL CONSTRUCTION. CONFIRM DUTCH DOOR PANEL STYLE WITH OWNER. REMOVE EXISTING SLIDING WINDOW AND REFRAME OPENING TO ACCOMMODATE NEW AWNING WINDOWS 16 AND PLACE MATCHING STYLE AWING WINDOWS TO EACH SIDE AS SHOWN ON THE BUILDING SECTION Q 17 EXISTING TUB & WC TO REMAIN. CONFIRM WITH OWNER WHETHER TO INSTALL 1 NEW TOILET. IF NEW, COMPLY WITH WATER EFFICIENCY REQUIREMENTS. SHOWN IN TABLE F, SHEET A7.2 NEW KOHLER "MEMOIRS" PEDESTAL SINK OR AS SELECTED BY OWNERS 19 EXISTING TUB/SHOWER TO REMAIN. PROTECT SURFACES DURING CONSTRUCTION. 20 IN ICAT S EXTE T F I TE 10 BARNWOOD PA EL NG TO BE APP IED OV R XIS ING PLYWOOD PANELING. NEW DUCTLESS MINI SPLIT IN LARGEST ROOM OF HOME. COORDINATE INTERIOR MOUNTING LOCATION OF 21 AIR HANDLING UNIT WITH ARCHITECT AND OWNER. PROVIDE 48" CONCRETE PAD AT EXTERIOR FOR COMPRESSOR/CONDENSER UNIT 22 PROVIDE SAFETY GLASS IN ALL NEW DOORS. REFER TO SHEET A7.1 FOR DOOR AND HARDWARE SCHEDULES 23 BATHROOM EXHAUST FAN COMPLYING WITH CAPACITIES SHOWN ON TABLE F, SHEET A7.2 ti �N � O �I � �± U ;Q U � Q �_� � L (�^ �i O � oU� �JM z pU O � w w C~7 w � � z N= 0= (7 � Q Q �a �„� ao �w N �� ONl � � � p � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS �O O U L�J O O U 1..� L O O O N O W 0 � � >� �, vi O � 2 � N � � W A2.4 Permit Submittal Drawings w Q w 0 0 Q u Upper Floor Plan & New Addition Roof Plan SCALE: 1/4" =1'-0" 0' 1' 2' 3' 4' 12' DIMENSIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION DURING LAYOUT TO ENSURE THEY WORK! Wall Type Legend - EXISTING CONSTRUCTION 0 MASONRY/STONE ® NEW CONSTRUCTION Symbol Legend O INDICATES NEW DOWNSPOUT FROM GUTTER TO SPLASH BLOCK DISPERION. O INDICATES RECOMMENDED DOWNSPOUT ADDITION TIED TO EXISTING PERIMETER DRAIN SYSTEM AT GARAGE O INDICATES EXISTING DOWNSPOUT Roof Area -Downspout Dispersion EXISTING ROOF AREA DRAINING EAST: 2,095 SF NEW ADDITION ROOF AREA DRAINING EAST: 147 SF TOTAL EASTWARD DRAINAGE: 2,242 SF DOWNSPOUTS REQUIRED AT 1:700 SF: 3.2 EXISTING DOWNSPOUTS PROVIDED: 4 - OK EXISTING ROOF AREA DRAINING WEST: 804 SF DOWNSPOUTS REQUIRED AT 1:700 SF: 1.2 EXISTING DOWNSPOUTS PROVIDED: 2 - OK NEW ROOF AREA DRAINING WEST: 62 SF DOWNSPOUTS REQUIRED AT 1:700 SF: 0.1 NEW DOWNSPOUTS PROVIDED: 1 - OK Upper Floor Plan &Roof Plan Key Notes OIF EXISTING HOT WATER HEATER IS SAVED FOR RE -USE, RELOCATE TANK TO ATTIC SPACE AND RUN NEW 2X10 FLOOR JOISTS FROM BEARING WALL DIRECTLY BELOW AND AT EAST END OF FIRST FLOOR BEDROOM, AN APPROXIMATE SPAN OF 9'. SISTER NEW JOISTS TO EXSTING CEILING JOISTS AND PROVIDE PLYWOOD SHEATHING FOR ATTIC FLOOR SURFACES, AND WATER TANK LEAK CONTAINMENT TRAY. PROVIDE POWER OUTLET FOR ELECTRONIC WATER LEAK ALARM DEVICE. OPROVIDE NEW INSULATED ACCESS DOOR INTO EXISTING ATTIC OF SUFFICIENT WIDTH AND HEIGHTTO REMOVE WATER TANK AND PROVIDE FLAT WALKABLE FLOOR ACCESS PANELS ACROSS REMAINS OF EXISTING ROOF O INFILL EXISTING OPENING WITH INSULATED STUD WALL FRAMING ONEW SIDE SLIDING WINDOW WITH STYLE TO MATCH EXISTING. MILGARD "THERMALLY IMPROVED ALUMINUM WINDOW" SERIES OR SIMILAR. ORECOMMENDED ADDITIONAL ROOF DRAIN HUB AND DOWNSPOUT TIED TO EXISTING DRAINAGE SYSTEM. /� SIMSPSON STRAP TIES EACH SIDE OF NEW WINDOW. \°I SEE BUILDING ELEVATIONS ''" � TEMPERED/SAFETY�GLA'71N"G /XT NPW'WIf�DOW" " Q7 REFER TO WINDOW SCHEDULE SHEET A7.1 FOR ADDITIONAL INFORMATION 1 8 IF NOT RE -USING EXISTING TOILET AND SINK, THE NEW FIXTURES SHALL COMPLY WITH THE WATER EFFICIENCY REQUIREMENTS SHOWN IN TABLE F, SHEET A 7.2. OBATHROOM EXHAUST FAN COMPLYING WITH CAPACITIES SHOWN ON TABLE F, SHEETA7.2 ti �n �N � O �I � �± U U ;Q Q � �_� � L �i (�^ O � oU� �JM z p � O �w wl~_7 ,,_, � J z N= 0= (7� QQ �a �� ao �w N � H ONl � � � p � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS �O O U �� • O O U O N 0 W O � � >� �, vi O � 2 � N � � W A2.5 Permit Submittal Drawings TOP OF PLATE UPPER FLOOR UPPER FLOOR - 0 TOP OF PLATES �' MAIN FLOOR LEVEL B TOP OF PLATE MAIN FLOOR LEVEL A 6 MAIN FLOOR LEVEL B� GARAGE LEVEL B� GARAGE LEVEL A� `D N MAIN FLOOR LEVEL A� - APPROX EL 119.0' AVERAGE MEASURED GRADE EL ^'118.25' TOP OF PLATES UPPER FLOOR I e UPPER FLOOR - 0 TOP OF PLATES �' MAIN FLOOR LEVEL B TOP OF PLATE MAIN FLOOR LEVELA c-I 0 MAIN FLOOR LEVEL B� o0 GARAGE LEVEL B� - o0 io � GARAGE LEVEL A� N MAIN FLOOR LEVELA♦ � APPROX EL 119.0' AVERAGE MEASURED GRADE EL ^'118.25' NPw wP�t FlPvati�n JI.H LC. 1�'} -1 -V 0' 2' 4' 12' SCALE: 1/4" =1'-0" 0' 2' 4' 12' � � � SIMSPSON LSTA24 EACH SIDE OF NEW WINDOW -FROM TOP PLATE, ACROSS HEADER AND DOWN JACK STUDS po o io t a I I ■ ■ ■ ■ I ■ ■ I ■ ■ I ■ ■ w z J } W d d W �� O � �� U ;Q U �a�� }+�LN �� CO O � oU� �JM z or o � w� F J W W Z N= o= �� as � a ,,, � aLL J W � � Q N Q N 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O ^` � W U� n� W �_ ■'/� v � O N ♦ W O O O � C O O >_ � •L � � o O � >' v� O � _ � N � � W • �� W �� .M W A3.1 Permit Submittal Drawings TOP OF PLATE UPPER FLOOR UPPER FLOOR - 0 TOP OF PLATES � MAIN FLOOR LEVEL B TOP OF PLATE MAIN FLOOR LEVELA MAIN FLOOR LEVEL B� GARAGE LEVEL B� GARAGE LEVEL A� `� N MAIN FLOOR LEVELA♦ APPROX EL 119.0' AVERAGE MEASURED GRADE EL ^'118.25' TOP OF PLATE UPPER FLOOR s UPPER FLOOR - 0 TOP OF PLATES �' MAIN FLOOR LEVEL B TOP OF PLATE MAIN FLOOR LEVEL A a io c-I 0 MAIN FLOOR LEVEL B� o0 GARAGE LEVEL B-1 00 � � GARAGE LEVEL A� N MAIN FLOOR LEVEL A� - APPROX EL 119.0' AVERAGE MEASURED GRADE EL ^'118.25' Building Section A -A SCALE: 1/4" =1'-0" 0' 2' 4' 12' i 9 A4.2 I w w Z Z J J Building Section B-B SCALE: 1/4" =1'-0" 0' 2' 4' 12' W �� O � �� U U ;Q Q � �_� �_ L l�^ �i � o oU� �JM z or o � w� F J W W Z N = O = N �� as � a ,,, � ao �w �� oNa 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O ^` .� W U� n� W �/1 \/ � o N J � O O � C O O >_ � •L � � o O �_� >' v� O � N � � W �i A4.1 Permit Submittal Drawings Floors -Walls &Roof Assemblies OROOF AT NEW ADDITION: (MATERIALS LISTED IN ORDER OF EXTERIOR TO INTERIOR SURFACES) -WOOD SHAKE ROOF TO MATCH EXISTING STYLE AND EXPOSURE - ICE AND WATERSHIELD MEMBRANE UNDERLAYMENT - 5/8" PLYWOOD SHEATHING - ROOF FRAMING MEMBERS PER FRAMING PLAN - CLOSED CELL SPRAY FOAM INSULATION TO ACHIEVE R-38 RATING AND TO ACT AS BOTH AIR BARRIER &VAPOR RETARDER. CONTRACTOR TO PROVIDE BATT INSULATION IN REMAINDER OF CAVITY IF SPRAY FOAM APPLICATION DOES NOT MEET THE MINIMUM R-38 REQUIREMENT. - 1/2" GWB WITH EGGSHELL FINISH TYPICAL NEW EXTERIOR WALL: (MATERIALS LISTED IN ORDER OF EXTERIOR TO OB INTERIOR SURFACES) - STAINED WOOD SIDING TO MATCH EXSTING STYLE AND EXPOSURE - "VAPROMAT" RAINSCREEN OVER "VAPROSHIELD" SELF ADHERING AIR/WATER BARRIER. USE PREFORMED CORNER FLASHINGS AND "VAPROTAPE" PER MFR'S RECOMMENDATIONS - 1/2" PLYWOOD SHEATHING - 2X6 STUD WALL FRAMING AT 16" OC WITH HIGH DENSITY R-21 BATT INSULATION - CLASS 1 (0.10 PERM OR LESS) OR CLASS 2 (BETWEEN 0.10 AND 1.0 PERMS) VAPOR RETARDER - 1/2" PAINTED GWB WITH EGGSHELL FINISH OC EXISTING WALL AT GENERAL STORAGE ROOM: (ASSUMED CONSTRUCTION FROM EXTERIOR TO INTERIOR) SEE ALSO NOTE 42 FOR FINISH SURFACE OF NEW ADDITION EAST WALL - 4-1/2" EXPOSURE STAINED WOOD LAP SIDING - CRAFT/ASPHALT BUILDING PAPER (CONFIRM) - PLYWOOD SHEATHING (ASSUMED AT 1/2") - 2X4 STUDS AT 16" OC. - UNINSULATEDCAVITY SPACE (INSULATE WITH BLOW IN CELLULOSE OR FIBERGLASS TO FILL CAVITIES). - 1/4" OR SIMILAR UNPAINTED NATURAL WOOD -FACED PANELING. OD NEW INFILL WALL AT PASSAGEWAY (MATERIALS LISTED FROM NEW ADDITION TO PASSAGEWAY): - BARNWOOD BOARD SIDING PER KEY NOTE 42 -ONE LAYER OF BLACK COLOR BUILDER PAPER TO ACT AS VAPOR BARRIER - 1/2" PLYWOOD SHEATHING IN ALLIGNMENT WITH SHEATHING OF EXISTING WALL - 2X6 STUDS AT 16" OC WITH HIGH DENSITY R-21 BATT INSULATION TOP OF PLATE - 1/2" GWB PAINTED INTERIOR FINISH AT PASSAGEWAY OE INSULATED SLAB ON GRADE (DELETE INSULATION AT SIMILAR CONDITION) -SLAB FINISH: SMOOTH TROWEL FINISH (AT NEW ADDITION) -SLAB FINISH: LIGHT BROOM (AT PASSAGEWAY) - 4" CONCRETE SLAB WITH WELDED WIRE MESH AND SAW CUT CONTROL JOINTS IN PATTERN SHOWN - PLACE SLAB OVER 10 MIL VAPOR BARRIER WITH JOINTS SEALED AND TAPED - 2" LAYER OF RIGID EPS FOAM INSULATION CONTINUOUS UNDER SLAB AND 2' DOWN FOUNDATION WALL. PROVIDE THERMAL BREAK BETWEEN SLAB AND PERIMETER FOUNDATION WALLS - 6" LAYER OF WASHED AND COMPACTED GRAVELS OVER UNDISTURBED SOIL. IF DEPTH TO UNDISTURBED SOIL IS GREATER THAN 6" THEN EITHER PLACE STRUCTURAL FILL IN 6" LIFTS AND USE VIBRATORY COMPACTION FOR EACH LIFT TO ACHIEVE A UNIFORM SURFACE WHICH ENSURES FULL SLAB SUPPORT AND MINIMIZES CHANCE FOR SETTLEMENT. IN LIEU OF COMPACTED SOIL LIFTS, VIBRATORY COMPACTED WASHED GRAVELS MAY BE SUBSITUTED. OF TYPICAL NEW INTERIOR PARTITION - 1/2" PAINTED GWB WITH EGGSHELL FINISH (BOTH SIDES EXCEPT AT ATTICS) o 0 - CLASS 1 (0.10 PERM OR LESS) OR CLASS 2 (BETWEEN 0.10 AND 1.0 PERMS) VAPOR BARRIER AT N z WARM SIDE OF ROOM � - 2X4 STUD WALL CONSTRUCTION AT 16" OC. Q - ROXUL "SAFE-N-SOUND" ACOUSTIC INSULATION AT BATHROOM WALLS AND z � TERMAL INSULATION BATTS AT WALLS ADJOINING UNHEATED ATTIC SPACES. � z O Q Building Section Key Notes O - o O O- O - 50 METAL DRIP FLASHING, DARK BRONZE COLOR O6 ALUMINUM GUTTER AND DOWNSPOUT. STYLE AND COLOR TO MATCH EXISTING. 07 5/4" X FASCIA BOARD � O8 RAKE TRIM BOARD (BEHIND THIS SECTION CUT AT SOUTH GABLE). STYLE AND FINISH TO MATCH EXISTING � O9 R-21 HIGH DENSITY BATT INSULATION AT STUD WALL CAVITY SPACES. 10 R-10 RIGID INSULATION BOARD AT HEADERS 11 1X4 PAINTED WOOD HEAD AND JAMB TRIM AND CASINGS AT DOOR AND WINDOW OPENINGS 12 AWING STYLE TRANSOM WINDOWS PER WINDOW SCHEDULE. PROVIDE EXTENSION HARDWARE TO ALL ,,, WAND CRANK OPENING FROM BELOW. � 13 SITE BUILT 4X10 HEADER (2) 2X10'S + 1/2" PLYWOOD OR 4X10 HEADER � 0 14 5/4" BAND TRIM ABOVE SLIDING DOORS/BELOW TRANSOM WINDOWS z 15 SIDE SLIDING FOUR -PANEL EXTERIOR DOORS PER SCHEDULE 0 16 1X5 PAINTED WOOD BASE TRIM CO 17 1/2" INTERIOR GWB FINISH �o Q 18 RIDGE BEAM PER FRAMING PLAN � 19 4X8 OR SITE BUILT HEADERS FROM (2) 2X10'S AT NEW WINDOWS TO BE PLACED IN EXISTING z 20 WALL BETWEEN GENERAL STORAGE ROOM AND NEW ADDITION SLIDING WOOD BARN DOOR INTO REMODELED BATHROOM BEYOND. 21 NEW 20-MINUTE RATED WOOD DOOR LEADING INTO EXISTING GARAGE BEYOND. 22 EXTEND ROOF RAFTERS FROM NEW ADDITION ONTO THE CAR DECKING FLAT ROOF OF THE EXISTING GENERAL STORAGE ROOM. FLOOR LEVEL EXISTING RESIDENCE 112" 112" I FLOOR LEVEL NEW ADDITION 37 l�� Building Section Key Notes (continued) 23 EXISTING BUILT UP ASPHALT ROOF SURFACE OVER EXISTING WOOD CAR DECKING. 30 ZMAX SIMPSON LU HANGARS PER FRAMING PLAN 24 PROVIDE WOOD CANT STRIP FROM 4X4 AND CARRY NEW BUILT UP ROOFING UP TO TOP OF 31 ZMAX SIMPSON DECK TENSION TIE IN LOCATIONS PER FRAMING PLAN NEW ADDITION ROOF SHEATHING. 25 PROVIDE CONTINUOUS PLYWOOD SHEATHING OR RIPPED 2X AS SUBSTRATE FOR VERTICAL SURFACE 32 GALVANIZED SIMPSON ELEVATED POST BASE PER FRAMING PLAN FOR APPLYING BUILT UP ROOFING TRANSITION TO SHAKE ROOF. \ � 26 GRAVEL BACKFILL AROUND DECK FOOTING 33 4" DIAM PERFORATED FOUNDATION DRAIN PIPE. WRAP PIPE IN � O FILTER FABRIC TO PREVENT MIGRATION OF FINES INTO PIPE AND ti BACKFILL WITH FREE DRAINING GRAVELS. �F-i'T PRESSURE TREATED 3X10 LEDGER, BOLTED TO FOUNDATION WALL WITH RECESSED 1/2" DIAM �FNS/pN 27 X 6" THREADED ANCHOR BOLTS EPDXIED INTO CONCRETE. SPACE BOLTS AT 32" OC AND STAGGER 34 A ON WEST WALLS RAFTER HOLD DOWN AT EACH RAFTER � �/iy TOP AND BOTTOM ROWS SUCH THAT EFFECTIVE HORIZONTAL SPACING IS 16" O.C. ACROSS THE \ \pFF-�\T/� COORDINOATEHDEC� GIST HANGAR SPACINGS WITH THAT OF LEDGER BOLTS TO AVOID INTERFERENCE 35 MATCH EIXISTING DRIP FLASH, SIZE AND FINISH TO �GR BETWEEN THE TWO TYPES OF FASTENING DEVICES. 36 METALTHRESHOLD FLASHING UNDER DOOR THRESHOLD ASSEMBLY. �ppF 28 REINFORCE FOOTING AND STEMWALL WITH #4 "L" BARS AT 24" OC VERTICAL, ALTERNATING "L" LEGS CARRY FLASHING OVER AND DOWN FACE OF LEDGER TO TOP DECK BOARD. \ �FyONp TO EACH SIDE OF FOOTING. PROVIDE (2) #4 BARS CONTINUOUS AT BOTTOM OF FOOTING AND (1) #4 37 STAINED CEDAR SLATTED DECK BOARDS, OR SYNTHETIC DECKING PER BAR CONTINUOUS AT TOP OF STEMWALL. ENSURE MINIMUM COVER OF REBAR BY 2" OF CONCRETE OWNER SELECTION. � AT ANY EXPOSED -TO -WEATHER SURFACE (1-1/2" OK FOR BARS #5 AND SMALLER) AND COVER OF 3/4" FOR 38 5"-6" DECK OVERHANG SHOWN. ADJUST OVERHANG TO FIELD CONDITIONS 5 \ \ CONCRETE NOT EXPOSED TO GROUND OR WEATHER. BUT LIMIT TO 12" MAXIMUM. A4.3 / � � 2g DISCUSS WITH ARCHITECT WHETHER LOADS ANTICIPATED IN THE NEW ADDITION WARRANT EXTENDING 39 EXISTING BEAM END AND CAR DECKING OVERHANG REMOVED (1) #4 BAR 24 INTO THE SLAB ON GRADE POUR. IF SO, SPACE BARS AT 48 OC, WITH ONE BAR WITHIN ALIGN NEW WINDOW HEADS WITH UNDERSIDE OF EXISTING 24" OF EACH CORNER AND WALL END. 40 BEAMS / / 41 WINDOW CRANK OPENING WAND TOOL / MATCH EXISTING A /` O REMOVE EXISTING LAP SIDING AND PAINT SHEATHING BLACK OVERHANG 12 42 THEN PLACE WHITE -WASHED BARNWOOD BOARDS IN VERTICAL ORIENTATION WITH 1/8" GAP BETWEEN BOARDS 6 PROVIDE MOCKUP FOR OWNER APPROVAL PRIOR TO INSTALL 34 18 5 17 7 9 / � A4.3 6 7 35 17 I 1 PROVIDE R-38 ROOF INSULATION PER / 10 � NOTE A THIS SHEET 22 \ g 5 11 25 24 I 23 39 12 20 � I 19 I R-10 RIGID INSULATION AT � 13 HEADERS 14 I 11 41 � � � \�� 12 I \ 15 / � Exterior New Addition � � �eneral Storage QPROVIDE CELLU OSE LOW -IN INSULATI N IN THIS EXISTING WALL ERN TE C THIS SHEET. R-VALUE TO AC IEVE .5 PER INCH R A PROX R-11 OVERALL (ASSU ED O BE AN EXIS ING X4 WALL) C 40 `_V� 41 21 i 4� 9 A4.3 / — / 37 36 30 DECK FRAMING PER PLAN �� 32 �Q��titi N Q o �� SF� �� S��\�� 26 I 4Qe a a d ° � 4 g Enlarged Building Section at New Addition SCALE: 1" = 1'-0" SIMPSON DTTZ L . �. I 1 29 PROVIDE -10 R VAPOR BARRIER/SLAB AND DOWN SIDES QOF STEM ALLS PER NOTE E THIS SHEET 16 -V I�II1=1I1=1I1=1I1=1I1=1II� =1 ICI I I —III —III —III —I I 1=1 i1: IJ� ICU I`I �-1=� I�-1� I-1 fl� 11=�1 ICI I I —III —III —I 11=1 11=1 I I: =111�=III—III-1 �i��i��i�� :III=III—III=III— ��; �I I I I I� \/i%�%�i%�i%�i%�i%�ii% III—III—III-111-1 IJ-u I-=1 �-I =11 r I tl=C I�i �I I-1 I I —III —I — —III=III=III—III—III- :iiiiii, i, —I I1-1I1-1I Lu � � EXISTING GENERALSTORAGE . , . 9 .• . ° . ° ° °EXISTING . ' .. ° .' ° • ' . ' .. . ` .. � ° O O O O O d� .° ii� O O 8 a 0 O a 0 a O O O O O O a • O° O° O O e 0 O a 0 a O p O O O \J o O O O O a°. a .. °° O O O O O O//\//\//\//\//\//\//\//\//\//\//\// J O o O O O O O/\\/\\/\O/\O/\O/\\/\\/\\/\\/\\/\\/\\ 00�� O aa�a.a�a.a°. O O O O O O�iO�iO�iO�iO�iO�iO�iO�iO�iO�iO�iO�i� �� O �..° .a � a. �� O O O O �O ��O ��O ��O ��O ��O ��O ��O ��O ��O ��O ��O ��O J` �� O a a. r a•� a O O O O/\\j\\j\\j\\j\\j\\/\\/\\/\\/\\/\\/\\j\\ J O O o " a; ,°j\\j\\j\\j\\j\\j\\j\\j\\j\\j\Oj\Oj\\j\\j\\ ti �N � 0 �--+ � � U ;Q U Na�� +�LLfi �� O � oU� �JM z o� o � '-'-' J z N= o= c�� a� �a ao �� 0 o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS ^♦ .o W U� ^� W '^ \/, � O N � O O W O O '^ > � � ± 4_ Q� O � �' � O c _ � N � � W U C/NA/, A4.2 Permit Submittal Drawings Refer to Sheet A4.2 for Notes in Common 5 Eave &Transom Detail SCALE: 1-1/2" = 1'-O" 7 Roof -Wall Detail SCALE: 1-1/2" = 1'-O" a - a —�— — Refer to Sheet A4.2 for Insulation R-Values /�i/��o�o�o�o�o�o�--o� a s as ono � � � � � �� 4 \\ \\ ��O Q O�O�O�O� a ad � u O� �/ �/ a a �/�/� o� o� o o��c0 a a a o a �� o 0 0 0 o e a ,� a o�o� � a as � �� e a� a s a s �� e oa a a a \ \ \ \ � UNDERSIDE OF CAR DECKIf FLOOR LEVEL EXISTING RESIDEf FLOOR LEVEL NEW ADDITION E Building Section Key Notes (continued) 43 DISCUSS WITH ARCHITECT WHETHER TO FILL EXISTING PASSAGEWAY AREA UNDER THE NEW SLAB ON GRADE WITH RIGID FOAM, GRAVEL, OR OTHER MATERIAL SUITABLE FOR SUPPORTING THE NEW SLAB THAT INFILLS THE EXSITING PASSAGEWAY. 44 IF LEAVING EXISTING CONCRETE LANDING SLAB IN PLACE, HAND EXCAVATE UNDER LANDING SLAB TO PROVIDE SPACE FOR NEW CONCRETE FOOTING, TO BE POURED AGAINST EARTH. IF EXISTING CONCRETE LANDING SLAB IS REMOVED, PROVIDE FOOTING AND STEMWALL IN CONFIGURATION SHOWN ON A4.2 AND KEY NOTE 28. al Storage STING, HEATED STING GENERAL STORAGE _� O }' U� �_ �� U O� 0 ti �n �� rn >Q �_� � L � �� N p� U � J M z o� o �w w� ,,_, � J z N= 0= (7� QQ �a �� ao �w N � H ONl � � � � � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS �O O U L�J • O O U �J �•J U a� cry 9 Footing &Ledger Detail SCALE: 1-1/2" = 1'-O" 12 Infill Wall at Passageway SCALE: 1" = 1'-O" A4.3 Permit Submittal Drawings Window Notes WINDOW MANUFACTURER: KOLBE, MILGARD, PELLA, ANDERSEN, MARVIN, JELD-WEN, OR APPROVED STYLE: THERMALLY IMPROVED ALUMINUM SERIES WINDOWS AND DOORS OR AS SELECTED BY OWNERS STYLE: MILGARD "TRINSIC" SERIES WINDOWS AND DOORS. FRAME COLOR: WHITE TO MATCH EXISTING GLASS TYPE: MILGARD SUNCOAT LOW E GLAZING MAXIMUM U-VALUE 0.28 NOTE THAT WINDOW SIZES CALLED OUT ON FLOOR PLANS ARE INTENDED TO REFLECT THE NOMINAL SIZE OF THE WINDOW OR SKYLIGHT ITSELF AND MAYOR MAY NOT REFLECT THE EXACT REQUIRED ROUGH OPENING AS SPECIFIED BY MANUFACTURER FOR THAT PARTICULAR MODEL. THE GENERAL CONTRACTOR SHALL VERIFY ROUGH OPENING REQUIREMENTS WITH THE MANUFACTURERS PRIOR TO WALL OR ROOF FRAMING. Window Operating Abbreviations &Symbols used on Floor Plans AW: AWNING CA: CASEMENT C0: CASED OPENING CS: CUSTOM DH: DOUBLE HUNG FX: FIXED GLAZING HP: HOPPER HS: HORIZONTAL SLIDING SH: SINGLE HUNG SK: SKYLIGHT 42X24 = WIDTH X HEIGHT OF ROUGH OPENING SEE NOTE ABOVE E❑ EGRESS WINDOW & 7.2 SF OF EGRESS AREA PROVIDED T❑ TEMPERED/SAFETY GLASS '� DIRECTION OF DOOR � OR SASH OPERATION HINGE SIDE OF DOOR OR SASH � � Window Schedule J � � Q �o mw� w=�� OPERATING SIZE � � � "' x Q aQ azQ� z TYPE w° x H° � � °�,� � � REMARKS 01 AWNING 48 X 24 5 E 5 E 0.28 PROVIDE VISION OBSCURING GLASS PROVIDE OPENING WAND FOR CRANK OPERATION 02 AWNING 24 X 18 - 03 AWNING 48 X 24 5 E - PROVIDE (1) OPENING WAND FOR THIS WINDOW GROUP 04 AWNING 24 X 18 5 E - 05 AWNING 34 X 24 5 E 0.28 PROVIDE (1) OPENING WAND FOR THIS WINDOW GROUP 06 AWNING 32 X 24 5 E 0.28 07 AWNING 32 X 24 5 E 0.28 08 AWNING 34 X 24 5 E 0.28 09 HORIZ SLIDING 48 X 50 5 E 0.28 VERIFY WINDOW HEIGHT MATCHES EXISTING xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x xxx xx x x 01 CRAFTS ROOM SOUTH WALL Room Finish Schedule w WALLS om � � z ROOM NAME NORTH EAST SOUTH WEST �N �� m z DOORS N v J &TRIM � �zs � 100 ENTRY X X X X X X X 101 LIVING ROOM X X X X X X X 102 DINING ROOM X X X X X X X 103 KITCHEN X X X X X X X 104 STAIR HALLWAY X X X X X X X 105 BEDROOM #2 X X X X X X X 106 WALK IN CLOSET X X X X X X X 107 BATHROOM #2 X X X X X X X 108 PRIVATE WC X X X X X X X 109 SHOWER X X X X X X X 110 LAUNDRY X X X X X X X 111 BACK HALLWAY X X X X X X X 112 BEDROOM #1 X X X X X X X 113 CLOSET X X X X X X X 114 MUD ROOM - 15,A 15,A 1,A 1,C A A 115 BATHROOM #1 3,15,A 3,15,A 3,15,A 15,A 1,A,C 1 15,A 116 GARAGE 15,A 1,B 15,A 15,A 1,A,C - 1,C 117 PASSAGEWAY X X X X X X X 118 GENERAL STORAGE X X X X X X X 119 GARDEN SHED X X X X X X X 120 CRAFTS STUDIO 15,A 1,A 15,A 15,A 1,A,C - 15,A 200 UPPER STAIR HALL - 15,A 15,A 15,A 1,C - 15,A 201 BEDROOM #3 15,A 15,A 15,A 15,A 1,C - 15,A 202 BATHROOM #3 15,A 15,A 15,A 15,A 1,C 1,A 15,A 203 WALK IN CLOSET 15,A 15,A 15,A 15,A 1,C - 15,A - X X X X X X X X Paint &Stain Products REF# FINISH PRODUCT &COLOR P1-E EGGSHELL BENJAMIN MOORE REGALAQUAVELVET LATEX COLOR# BENJAMIN MOORE REGAL WALL SATIN LATEX P1-F FLAT COLOR# P1-S SEMIGLOSS BENJAMIN MOORE REGALAQUAGLO LATEX COLOR# P2-E EGGSHELL BENJAMIN MOORE REGALAQUAVELVET LATEX COLOR# BENJAMIN MOORE REGAL WALL SATIN LATEX P2-F FLAT COLOR# P2-S SEMIGLOSS BENJAMIN MOORE REGALAQUAGLO LATEX COLOR# P3-S SEMIGLOSS BENJAMIN MOORE REGALAQUAGLO LATEX COLOR# P4-S SEMIGLOSS BENJAMIN MOORE REGALAQUAGLO LATEX COLOR# P5-S SEMIGLOSS BENJAMIN MOORE REGALAQUAGLO LATEX COLOR# P-6 CLEAR SEALER WATERPROOFING CLEAR WOOD SEALER WITH MILDEW RESISTANCE "MAXIMUM" OLYMPIC STAIN OR EQUIVALENT P-7 SEMI-TRANSPAR- SEMI -TRANSPARENT WOOD STAIN &SEALER "ELITE" ENT STAIN OLYMPIC STAIN OR EQUIVALENT P-8 SEMI -SOLID SEMI -SOLID WOOD STAIN &SEALER "ELITE" STAIN OLYMPIC STAIN OR EQUIVALENT P_9 SOLID SOLID WOOD STAIN &SEALER "ELITE STAIN OLYMPIC STAIN ADVANCED" OR EQUIVALENT P-10 EXTERIOR EXTERIOR ACRYLIC LATEX HIGH BUILD, FLAT FINISH PAINT BENJAMIN MOORE REGAL SELECT FLAT 400 P-11 EXTERIOR EXTERIOR ACRYLIC LATEX HIGH BUILD, LOW LUSTRE FINISH PAINT BENJAMIN MOORE REGAL SELECT LOW LUSTRE 401 P-12 EXTERIOR EXTERIOR ACRYLIC LATEX HIGH BUILD, SOFT GLOSS FINISH PAINT BENJAMIN MOORE REGAL SELECT SOFT GLOSS 403 Floor Finish Schedule CONFIRM ALL FINISH SELECTIONS WITH OWNERS ROOM ROOM NAME PRODUCT SPECIFICATION/REMARKS 114 MUD ROOM SWEDISH FINISH WOOD FLOORING MATCH TONE OF EXISTING HALLWAY 115 BATHROOM #1 SWEDISH FINISH WOOD FLOORING 117 PASSAGEWAY SMOOTH FINISH CONCRETE 120 CRAFTS ROOM SMOOTH FINISH CONCRETE 200 STAIR HALL CARPET (NEW) 201 BEDROOM #3 CARPET (NEW) 202 BATHROOM #3 ENGINEERED PRE -FINISHED WOOD FLOORING OR VINYL PLANK (SYNTHETIC WOOD) FLOORING 203 WALK IN CLOSET SAME AS BATHROOM #3 05 06 07 08 02 03 04 / \ z CR FTS RO EST W L GENERAL STORAGE WEST WALL � U mw � � J z a w w N io o, 09 T❑ T❑ z N x W 0 z J Q Material Legend 1 WOOD METAL CERAMIC TILE FIBERGLASS VINYL GLASS 2 3 4 5 6 7 TEMPERED GLASS 8 VINYL CLAD WOOD 9 FIBERGLASS CLAD WOOD COMPOSITE STONE 10 11 12 CONCRETE 13 BRICK 14 CEMENT PAVERS GYPSUM BOARD 15 Finish Types A PAINT B STAIN C CLEAR SEALER D GALVANIZED E FACTORY F UNFINISHED G POLISHED H HONED J FLAMED K ANODIZED L POWDER COATED M SMOOTH/POLISHED N LIGHT BROOM O HEAVY BROOM P EXPOSED AGGREGATE Hardware Groups ALL HARDWARE MANUFACTURERS, MODELS, & STYLES PER OWNER SELECTIONS UNLESS NOTED OTHERWISE. FOR PURPOSES OF BUDGETARY PRICING ASSUME BALDWIN OR EMTEK, OR EQUIVALENT PRODUCT QUALITY LEVELS AND FINISHES. NOTE THAT NOT ALL OF THE HARDWARE GROUPS LISTED BELOW MAY BE PART OF THIS PROJECT'S SCOPE. REFER TO OPENING SCHEDULE FOR GROUPS SCHEDULED FOR THIS PROJECT. BLUE FONT INDICATES HARDWARE GROUPS USED ON THIS PROJECT 1 EXTERIOR DOOR WITH 3 HINGES, ENTRY SET W/ MORTISE LOCK, DOOR GASKET, SEAL, PEMKO OR SIMILAR EXTENDED METALTHRESHOLD AND DOOR BOTTOM SHOE WITH RAIN DRIP. 2 INTERIOR FIRE -RATED DOOR WITH 3 SELF CLOSING HINGES, PASSAGE SET & DEADBOLT (THUMB OPERATED FROM INTERIOR SIDE), PEMKO HOT SMOKE GASKET, OAK THRESHOLD &DOOR BOTTOM SHOE. 3 INTERIOR DOOR PAIRS WITH 6 HINGES, 2 DUMMY PULLS, 2 ROLLER LATCHES, & BASE OR FLOOR STOP AT SELECT DOORS -SEE OPENING SCHEDULE 4 INTERIOR DOOR WITH 3 HINGES, DUMMY PULL, ROLLER LATCH &BASE OR FLOOR STOP AT SELECT DOORS PER OPENING SCHEDULE 5 INTERIOR DOOR WITH 3 HINGES, PASSAGE LATCHSET &BASE OR FLOOR STOP AT SELECT DOORS PER OPENING SCHEDULE 6 INTERIOR DOOR WITH 3 HINGES, PRIVACY LATCHSET, &BASE OR FLOOR STOP AT SELECT DOORS PER OPENING SCHEDULE 7 SLIDING PANEL DOORS WITH OVERHEAD RAILS AND FLOOR GLIDES AND RECESSED PULLS ON ROOMS SIDE DOOR FACES 8 POCKET DOOR W/ OVERHEAD RAILS & GLIDES WITH LOCKING PRIVACY LATCH AND RECESSED PULLS ON INTERIOR AND EXTERIOR FACES CUSTOM POCKET DOOR WITH OVERHEAD RAIL, ROLLERS, AND FLOOR GUIDES W/ RECESSED PULL IN FRAME STILE AND BOTH FACES. SIDE SLIDING BARN DOOR WITH FACE -MOUNTED SLIDING TRACKS AND RECESSED PULLS IN FRAME STILE. PROVIDE RUBBER END GLIDE STOPS FOR CUSHIONING CLOSING ACTION. 10 PROVIDE PRIVACY LATCHSET ON BATHROOM SIDE 11 EXTERIOR PRE -HUNG SIDE SLIDING DOORS PER MANUFACTURERS STANDARD ASSEMBLY AND HARDWARE. PROVIDE OPTION FOR SLIDING SCREEN PANEL. 12 OVERHEAD ACTING GARAGE DOORS WITH HARDWARE SUPPLIED BY MANUFACTURER. 13 DUTCH DOOR W/4 PR HINGES, MORTISE LOCKSET &SEPARATE DEADBOLT Door &Opening Schedule Door Operating Abbreviations used on Floor Plans BF: BI-FOLD � C0: CASED OPENING CONTRACTOR TO FIELD VERIFY ALL SCHEDULED DOOR SIZES TO ENSURE 2 J c= z � OC: OVERHEAD COILING PROPER FIT WITHIN EXISTING OPENINGS � � N � � � z � � OS: OVERHEAD SECTIONAL z � z PD: POCKET DOOR � � � � � � w w ~ C7 PR: PAIRS m � Q � � � U � SC: SELF CLOSING � z_ � X � � SH: SWINGING/SIDE HINGED � Q Q � O � � � O O � � SIZE � � � °� � � = SS: SIDE SLIDING REMARKS z o O o o 111A 15 SWING 1 A,C 32x80 - 0.48 1 A 20 2 BASE STOP. CLEAR STAIN SEALER ON INTERIOR FACE, PAINT ON GARAGE FACE. 115A 17 SIDE SLIDING 1 C 32X80 - - 1 A - 10 OPAQUE "WHITE LAMINATE" GLASS FOR MAXIMUM PRIVACY WHILE ALLOWING LIGHT PASSAGE 115B 17 SIDE SLIDING 1 C 32X80 - - 1 A - 10 OPAQUE "WHITE LAMINATE" GLASS FOR MAXIMUM PRIVACY WHILE ALLOWING LIGHT PASSAGE 117A 17 SWING 1 C 34X80 - 0.48 1 A 20 2 CLEAR STAIN SEALER ON INTERIOR (PASSAGEWAY) FACE, PAINT ON GARAGE FACE. 118A 18 SWING 1 C 34X80 - - 1 A - 5 BASE STOP. ADD DEADBOLT WITH THUMB LATCH OPERATION FROM INSIDE OF GENERAL STORAGE ROOM 118B 19 SWING DUTCH 1 C 34x80 - - 1 A - 13 DUTCH DOOR WITH SOLID WOOD PANELS (NO GLAZING) 120A 17 SWING 1 C 32X80 - - 1 A - 5 120B 20 SIDE SLIDING 1 2 E 144X80 - 0.65 3 E - 11 ALL HARDWARE BY DOOR MANUFACTURER 200A - SWING 1 A CUSTOM - - 1 A - - FIELD BUILT INSULATED ATTIC ACCESS PANEL. MINIMUM WIDTH 24" MINIMUM HEIGHT 48" 201A 16 EXISTING SWING 1 C EXISTING - - 1 A - - EXISTING BEDROOM DOOR. NO WORK REQUIRED. 202A 16 SIDE SLIDING 1 C 30X80 - - 1 A - 10 203A 16 SWING 1 C 24X80 - - 1 A - 4 BASE STOP Door Types Type 1 INTERIOR 20-MIN SOLID CORE FIRE RATED DOOR 1-3/4" THICK MFR: SIMPSON SERIES: FIRE RATED DOORS STYLE: 9382 SHAKER SERIES Type 7a INTERIOR DOOR PAINT GRADE LAYERED MDF CONSTRUCTION RAISED PANELS MFR: SIMPSON SERIES: INTERIOR PANEL DOORS STYLE: 87202-2 Type 15 INTERIOR DOOR ENGINEERED SOLID WOOD W/ 3/4" FLAT PANELS MFR: SIMPSON SERIES: "FIRE -RATED PANEL DOORS" STYLE: 9330 EXTERIOR DOORS 1-3/4" THICKNESS BLUE FONT INDICATES DOOR TYPES USED ON THIS PROJECT INTERIOR DOORS 1-3/8" THICKNESS Type 2 INTERIOR DOOR SOLID WOOD DOOR WITH 3/8" VG FLAT PANELS MFR: SIMPSON SERIES: INTERIOR PANEL DOORS STYLE: 82 Type 8 EXTERIOR DOOR SOLID FIR W/ TEMPERED INSULATED DIVIDED LITES. MFR: SIMPSON SERIES: "EXTERIOR FRENCH &SASH" STYLE: 7444 MAX. U-FACTOR: 0.48 Type 16 INTERIOR DOOR SOLID WOOD W/ 3/8" VG FLAT PANELS MFR: SIMPSON SERIES: "INTERIOR PANEL DOOR" STYLE: 30 0 0 0 0 0 Type 2a INTERIOR SOLID WOOD DOOR WITH 3/8" HARBOARD PANELS MFR: SIMPSON SERIES: "REDI-PRIME" STYLE:8082 Type 9 EXTERIOR DOOR SOLID FIR W/ TEMPERED INSULATED W/GROOVE PANELS MFR: SIMPSON SERIES: "EXTERIOR FRENCH &SASH" STYLE: 7081 THERMAL SASH MAX. U-FACTOR: 0.48 T❑ T❑ T❑ Type 17 INTERIOR DOOR SOLID WOOD W/ 1/8" WHITE LAMINATE OPAQUE GLASS MFR: SIMPSON SERIES: "INTERIOR FRENCH &SASH" STYLE: 1643 T❑ T❑ T❑ T❑ T❑ T❑ Type 3 Type 4 INTERIOR DOOR EXTERIOR DOOR PAINT GRADE LAYERED SOLID FIR W/ MDF CONSTRUCTION TEMPERED INSULATED WITH VENTED LOUVERS DIVIDED LITES. MFR: SIMPSON MFR: SIMPSON SERIES" OVATION SERIES "EXTERIOR STYLE 87902 FRENCH &SASH" STYLE: 37106 MAX. U-FACTOR: 0.48 Type 10 EXTERIOR DOOR SOLID FIR W/ DOWELL-PINNED STILES &RAILS MFR: SIMPSON SERIES: "ARTIST" COLLECTION" STYLE: 4972 THERMAL SASH MAX. U-FACTOR: 0.48 T❑ Type 18 INTERIOR DOOR SOLID WOOD W/ 1/8" WHITE LAMINATE GLASS UPPER LITE & VG WOOD LWR PANELS MFR: SIMPSON SERIES: "INTERIOR FRENCH &SASH" STYLE: 1643 Type 11 INTERIOR DOOR FLUSH FACE FIRE DOOR 1-3/4" THICKNESS MFR: SIMPSON SERIES: "FIRE RATED" STYLE: 49220 Type 19 T❑ T❑ Type 5 EXTERIOR DOOR SOLID FIR W/ TEMPERED INSULATED DIVIDED LITES. MFR: SIMPSON CRAFTSMAN ONE PANEL TWO LITE DOOR STYLE: 6812 MAX. U-FACTOR: 0.48 Type 6 EXTERIOR DOOR SOLID FIR W/ BEADED V-GROOVE PANELS MFR: SIMPSON SERIES: BUNGALOW TWO LITE DOOR STYLE: 7324 MAX. U-FACTOR: 0.48 Type 7 INTERIOR DOOR SOLID WOOD DOOR WITH 3/8" VG GROOVED PANELS MFR: SIMPSON SERIES: INTERIOR PANEL DOORS STYLE: 465 T❑ ❑T Type 12 Type 14 CUSTOM INTERIOR SLIDING ALUMINUM THINLINE SLIDING GLASS FLAT PANEL FIR WOOD DOOR DOORS WITH THERMAL BREAK MATCHING STYLE OF DOOR MFR: MILGARD OR APPROVED TYPE 2, BUT WITH ADDITIONAL VERTICAL STILE INTERIOR DUTCH DOOR SOLID WOOD W/ 3/8" VG WOOD PANELS CUSTOM ORDER MFR: SIMPSON SERIES: "TRADITIONAL INTERIOR DOOR" STYLE: SIMILAR TO MODEL 82 o o o f o 0 0 0 0 �0 0 0 _�J��_J_��_ T❑ T❑ T❑ T❑ � � Type 20 EXTERIOR FOUR -PANEL SLIDING DOORS MFR: MILGARD "TRINSIC" SERIES OR APPROVED Type 8 Type 9 OVERHEAD ACTING THREE -PANEL INSULATED SECTIONAL DOOR WITH DIVIDED LITES AND 1/2 HORSEPOWER LIFTMASTER OR EQUIVALENT OPENER. DOOR SYTLE: REMINGTON BY WAYNE DALTON OR AS APPROVED BY OWNER W �� O �+ � O� U U ;Q Q a� �_� L N � � CO � O oU� �JM z oU o w� w J w z N= o= �� da �a �„� ao �w �� 0 o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS O ^♦ .� W U� ^� W �_ �� o N n ♦ W O � O � O O � � •L � 4� � >' cn O L O� = � N � � W A7.1 FLOOR LEVEL Window Styles UPPER FLOOR BATH WEST WALL Permit Submittal Drawings Table 1) Efficient Building Envelope Options RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION CREDITS REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 1a 0.5 PRESCRIPTIVE FROM TABLE 402.1.1 WITH THE FOLLOWING THIS SHEET (SEE COMPONENT MODIFICATIONS: REQUIREMENTS), -VERTICAL FENESTRATION U = 0.28 -WALL SECTIONS SHEET A4.2 - FLOOR R-38 (ROOF/WALL/FLOOR -SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE ASSEMBLY NOTES A-F) SLAB -WINDOW SCHEDULE SHEET - BELOW GRADE SLAB R-10 PERIMETER AND UNDER A7.1 ENTIRE SLAB 1b 1.0 PRESCRIPTIVE FROM TABLE 402.1.1 WITH THE FOLLOWING X MODIFICATIONS: X -VERTICAL FENESTRATION U = 0.25 X - WALLS R-21 PLUS R4 CONTINUOUS INSULATION - BASEMENT R-21 INTERIOR CAVITY PLUS R-5 CONTINUOUS INSULATION - SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 1c 2.0 PRESCRIPTIVE FROM TABLE 402.1.1 WITH THE FOLLOWING X MODIFICATIONS: X -VERTICAL FENESTRATION U = 0.22 TRIPLE GLAZING? - CEILINGS AND SINGLE RAFTER OR JOIST VAULTED CEILINGS R-49 ADVANCED FRAMING - WALLS R-21 PLUS R4 CONTINUOUS INSULATION - BASEMENT R-21 INTERIOR CAVITY PLUS R-5 CONTINUOUS INSULATION - SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 1d (a) 0.5 PRESCRIPTIVE FROM TABLE 402.1.1 WITH THE FOLLOWING X MODIFICATIONS: X -VERTICAL FENESTRATION U = 0.24 X 0.5 TOTAL CREDITS CLAIMED Footnote (a) Projects selecting this option may not use Option 1a, 1b, or 1c. Table 3) High Efficiency HVAC Equipment Options RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION CREDITS REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 3a (b) 0.5 GAS, PROPANE OR OIL -FIRED FURNACE WITH A MINIMUM XXX AFUE OF 94% XXX O R XXX GAS, PROPANE, OR OIL -FIRED BOILER WITH A MINMUM AFUE OF 92% 3b (b) 1.0 AIR -SOURCE HEAT PUMP WITH A MINIMUM HSPF OF 9.0 XXX 3c (b) 1.5 CLOSED -LOOP GROUND SOURCE HEAT PUMP WITH A XXX MINIMUM COP 3.3 XXX O R XXX OPEN LOOP WATER SOURCE HEAT PUMP WITH A PUMPING HYDRAULIC HEAD OF 150 FEET AND A MINIMUM COP OF 3.6 3d (b) 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH ZONAL XXX CONTROLS: IN HOMES WHERE THE PRIMARY HEATING XXX SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS HEAT XXX PUMP SYSTEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGESTZONE OFTHE HOUSING UNIT. 0 TOTAL CREDITS CLAIMED Footnote (b) ProJects may only include credit from one space heating option 3a, 3b, 3c or 3d. When a housing unit has two pieces of equipment (i.e., two furnaces) both must meet the standard to receive the credit. Table 5) Efficient Water Heating Options RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 5a 0.5 ALL SHOWERHEADS AND KITCHEN FAUCETS INSTALLED IN X THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS FLOW X RATES. X ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM FLOW RATE OR LESS. 5b 1.0 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE X FOLLOWING: X - GAS, PROPANE OR OIL FIRED WATER HEATER WITH A X MINIMUM UEF OF 0.74 OR - WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3c. OR - FOR R-2 OCCUPANCY, A CENTRAL HEAT PUMP WATER HEATER WITH AN EF GREATER THAN 2.0 THAT WOULD SUPPLY DOMESTIC HOT WATER TO ALL UNITS THROUGH A CENTRAL WATER LOOP INSULATED WITH R-8 MINIMUM PIPE INSULATION. X 5c 1.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: X - GAS, PROPANE OR OIL FIRED WATER HEATER WITH A X MINIMUM UEF OF 0.91 OR - SOLAR WATER HEATING SUPPLEMENTING A STANDARD WATER HEATER. SOLAR WATER HEATING SHALL PROVIDE A MINIMUM RATED SAVINGS OF 85 THERMS OR THERMS OR 2,000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFOR- MANCE OF OG-300 CERTIFIED WATER HEATING SYSTEMS OR - ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICAITONS FOR HEAT PUMP WATER HEATERS. 5d 0.5 A DRAIN WATER HEAT RECOVERY UNITS) SHALL BE X INSTALLED TO CAPTURE WASTE WATER HEAT FROM ALL X THE SHOWERS, AND HAS A MINIMUM EFFICIENCY OF 40% X IF INSTALLED FOR EQUAL FLO OR A MINIMUM EFFICIENCY OF 50% IF INSTALLED FOR UNEQUAL FLOW. FLOW. SUCH UNITS SHALL BE RATED IN ACCORDANCE WITH CSA B55.1 AND SHALL BE SO LABELED. 0 TOTAL CREDITS CLAIMED Table 2) Air Leakage Control &Efficient Ventilation Options RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION CREDITS REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 2a 0.5 COMPLIANCE BASED ON SECTION R402.4.1.2: X - REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES X PER HOUR MAXIMUM AT 50 PASCALS X AND - PROVIDE WHOLE HOUSE VENTILATION PER IRC M1507.3 USING HIGH EFFICIENCY WITH A MAXIMUM OF 0.35 WATTS/CFM AND NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION USING A FURNACE WITH AN ECM MOTOR ARE ALLOWED, PROVIDED THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION 1.0 ONLY MODE. COMPLIANCE BASED ON SECTION R402.4.1.2: X 2b - REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES X PER HOUR MAXIMUM AT 50 PASCALS X AND - PROVIDE WHOLE HOUSE VENTILATION PER IRC M1507.3 USING A HEAT RECOVERY VENTILATION SYSTEM WITH A WITH A MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.70. 2c 1.5 COMPLIANCE BASED ON SECTION R402.4.1.2: X - REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES X PER HOUR MAXIMUM AT 50 PASCALS X AND - PROVIDE WHOLE HOUSE VENTILATION PER IRC M1507.3 USING A HEAT RECOVERY VENTILATION SYSTEM WITH A WITH A MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85 0 TOTAL CREDITS CLAIMED Table 4) High Efficiency HVAC Distribution System Options RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION CREDITS REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 4 1.0 ALL HEATING AND COOLING SYSTEM COMPONENTS XXX INSTALLED INSIDE THE CONDITIONED SPACE. THIS INCLDUES XXX ALL EQUIPMENT AND DISTRIBUTION SYSTEM COMPONENTS XXX SUCH AS FORCED AIR DUCTS, HYDRONIC PIPING, HYDRONIC FLOOR HEATING LOOP, CONVECTORS AND RADIATORS. ALL COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. INSULATION. FORCED AIR DUCTS: A MXMUM OF 10 LF OF RETURN DUCTS AND 5LF 0 SUPPLY DUCTS MAY BE LOCATED OUTSIDE OF THE CONDITIONED SPACE. ALL METAIL DUCTS LOCATED OUTSIDE OF THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. FLEX DUCTS MAY NOT CONTAIN ANY SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. DUCTS LOCATED OUTSIDE OF THE CONDITION SPACE MUST BE INSULATED TO A MINIMUM OF R-8. SYSTEM COMPONENTS ARE NOT PERMITTED TO BE LOCATED IN CONDITIONED CRAWL SPACES IN THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED WITH THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AN AFUE LESS THAN 80%ARE NOT PERMITTED IN THIS OPTION. 0 TOTAL CREDITS CLAIMED Table 6) Renewable Electric Energy Option RED FONT INDICATES SELECTED ITEMS AND CREDITS OPTION CREDITS REQUIREMENTS &REMARKS WHERE NOTED ON DRAWINGS 6.1 0.5 FOR EACH 1,200 kWh OF ELECTRICAL GENERATION PER XXX HOUSING UNIT PROVIDED ANNUALLY BY ON -SITE WIND OR XXX SOLAR EQUIPMENT, A 1.0 CREID SHALL BE ALLOWED, XXX UP TO A TOTAL OF 3.0 CREDITS. GENERATION SHALL BE CALCULATED AS FOLLOWS: - FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET REQUIREMENTS SET BY THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATO PVWATT'S OR APPROVED ALTERNATE BY THE CODE - DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS - FOR WIND GENERATION PROJECTS, DESIGNS SHALL DOC- UMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: -THE WIND TURBINE POWER CURVE; AVERAGE ANNUAL WIND SPEED ATTHE SITE; FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND THE HEIGHT OF THE TOWER 0 TOTAL CREDITS CLAIMED Table D) Prescriptive Component Requirements CLIMATE ZONE 5 &MARINE 4, TABLE 4.02.1.1 2018 WSEC NOTE: BASE VALUES ARE BEFORE ANY MODIFICATIONS ARE INCLUDED TO OBTAIN REQUIRED ENERGY EFFICIENCY CREDITS. CHANGES TO BASE VALUES ARE NOTED IN RED FONT ON THIS TABLE. COMPONENTS BASE THIS PROJECT FENESTRATION U-FACTOR (Not Including Skylights) 0.30 MAX 0.28 MAX SKYLIGHTS U-FACTOR 0.50 MAX BASE CEILING R-VALUE* R-49 MIN BASE EXTERIOR WOOD FRAME WALLS R-21 MIN BASE EXTERIOR WALL HEADERS R-10 MIN BASE FLOORS R-30 MIN R-38 MIN WALLS BELOW GRADE (CONTINUOUS INSULATION ON EXTERIOR FACE) R-10 MIN BASE WALLS BELOW GRADE (CONTINUOUS INSULATION ON INTERIOR FACE) R-15 MIN BASE WALLS BELOW GRADE ALTERNATIVE: R R15 THERMIAL BREA�AT SLAB�WAOLL BASE WALLS BELOW GRADE ALTERNATIVE: + R-5 CONT INSULATION R-13 CAVITY INSULATION AT INTERIOR ON EITHER INT OR EXT OF WALL BASE SLAB ON GRADE** R-10 PERIMETER + 2 FT DOWN ENTIRE SDAB *R-38 ALLOWED IF CONTINUOUS OVER TOP PLATE/ATTIC CONNECTION **R-10 CONTINUOUS UNDER SLAB FOR RADIANT/HEATED SLABS Table E) Mechanical Ventilation System Fan Efficacy FROM WSEC TABLE 403.6.1 &IRC TABLE M1507.4 AIR FLOW RATE MINIMUM EFFICACY AIR FLOW RATE FAN LOCATION MINIMUM (CFM) (CFM/WATT) MAXIMUM (CFM) HRV OR ERV ANY 1.2 CFM/WATT ANY RANGE HOODS ANY 2.8 CFM/WATT ANY IN -LINE FANS ANY 2.8 CFM/WATT 1.4 CFM/WATT ANY <90 ANY BATHROOM, UTILITY ROOM 10 A R O ILI 0 0 .8 CF AREA TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS -TOILET ROOMS -LAUNDRY ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS Table F) Water Fixture Consumption Limitations WAC 51-56-0400 & 2015 WSEC FIXTURE TYPE MAXIMUM FLOW RATE (GPM) MAXIMUM FLOW RATE (GPM) TO ACHIEVE ENERGY CREDIT BATHROOM LAVATORY FAUCETS 2.2 GPM 1.0 GPM KITCHEN &LAVATORY FAUCETS 2.2 GPM 1.75 GPM SHOWERHEADS 2.5 GPM 1.75 GPM WATERCLOSETS 1.6 GAL/FLUSH N/A Table A) Dwelling Type Classification TOTAL NEW CONDITIONED SPACE: 207 SF DWELLING DESCRIPTION CREDITS TYPE REQUIRED 1 SMALL DWELLING UNIT: 1.5 DWELLING UNITS LESS THAN 1,500 SF IN CONDITIONED FLOOR AREA AND LESS THAN 300 SF OF FENSTRATION AREA, AND ADDITIONS TO EXISTING BUILDINGS OF GREATHER THAN 500 SF OF HEATED FLOOR AREA BUT LESS THAN 1,500 SF. 2 MEDIUM DWELLING UNIT: 3.5 ALL DWELLING UNITS NOT INCLUDED IN TYPES 1, OR 3 3 LARGE DWELLING UNIT: 4.5 DWELLING UNITS EXCEEDING 5,000 SF OF CONDITIONED FLOOR AREA EXCEPTION: R-2 SHALL REQUIRE 2.5 CREDITS 4 ADDITIONS LESS THAN OR EQUAL TO 500 SF: 0.5 TOTAL CREDITS REQUIRED FOR THIS PROJECT: 0.5 Table B) Summary of Claimed Energy Efficiency Credits ALL CODE -APPROVED METHODS OF OBTAINING ADDITIONAL ENERGY EFFICIENCY CREDITS ARE SHOWN IN TABLES 1-7. ITEM CLAIMED CATEGORY CREDITS 0.5 - - 1) EFFICIENT BUILDING ENVELOPE OPTION 2) AIR LEAKAGE CONTROL &VENTILATION OPTIONS 3) HIGH EFFICIENCY HVAC OPTIONS 4) HIGH EFFICIENCY HVAC DISTRIBUTION OPTIONS 5) EFFICIENT WATER HEATING OPTIONS 5) EFFICIENT WATER HEATING OPTIONS - 6) RENEWABLE ELECTRIC ENERGY OPTION 0.5 0 0 - 0 - 0 - 0 - o - 0 TOTAL CREDITS ACHIEVED 0.5 Table C) Air Leakage Testing TESTING SHALL BE PER REQUIREMENTS OF SECTION 402.4.1.2 WITH BASE -CASE LEAKAGE RATE NOT TO EXCEED 5 AIR CHANGES PER HOUR UNLESS MODIFIED BY SELECTED ENERGY EFFICIENCY CREDIT METHODS. EXCEPTION: ADDITIONS LESS THAN 500 SF OF CONDITIONED FLOOR AREA. EXCEPTION: ADDITIONS TESTED BY INCLUDING THE VOLUME OF AN EXISTING HOME MAY HAVE A COMBINED MAXIMUM OF 7 AIR CHANGES PER HOUR, PROVIDED THE EXISTING HOME WAS BUILT PRIOR TO THE 2009 ENERGY CODE. TESTING SHALL BE CONDUCTED BY A LICENSED THIRD PARTY UNLESS OTHERWISE APPROVED BY THE CODE OFFICIAL. TARGET AIR CHANGES PER HOUR (ACPH) BY CREDIT METHOD FROM TABLE R406.3: n�a CONDITIONED SF x 8.5 FT = CUBIC FT x ACPH / 60 =CFM MAXIMUM TEST RATE THIS PROJECT IS EXEMPT FROM BLOWER TESTING AS IT IS UNDER 500 SF OF NEW CONDITIONED SPACE Note Regarding Electric Zonal Heating PER R403.7, PROJECTS UTILIZING ELECTRIC ZONAL HEATING AS THEIR PRIMARY HEAT SOURCE SHALL INSTALL AN INVERTER -DRIVEN DUCTLESS MIN -SPLIT HEAT PUMP IN THE LARGEST ZONE OF THE DWELLING. EXCEPTION: TOTAL INSTALLED HEATING CAPACITY OF 2kW PER DWELLING OR LESS. NOTE: THIS PROJECT X DOES DOES NOT UTILIZE ELECTRIC ZONAL HEATING AS ITS PRIMARY HEAT SOURCE. RED FONT INDICATES METHODS) SELECTED TO ACHIEVE ENERGY CODE COMPLIANCE FOR ENERGY CODE CREDIT COMPLIANCE 2015 Energy Code Compliance Worksheet ti �N � O�--+ � � U U ;Q Q � �_� L �� O � oU� �JM z o� o �w w� ,,_, � J z N= o= �� aQ � a ,,, � ao �Q N � � 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 12/29/2020 PERMIT DRAWING 1 CORRECTIONS O n♦ .� W U� ^� W �_ �' ^ \/, � O N � O O rn O O '^ > � � ± 4_ Q� O �_� �' � O c N � � W A7.2 Permit Submittal Drawings Wind Calculations ADJUSTMENT FACTORS 1) EXPOSURE CATEGORY: C, 1-STORY 1.20 2) ROOF EAVE-TO-RIDGE HEIGHT (ROOF ONLY): 10 FT 1.00 3) WALL HEIGHT ADJUSTMENT: 10 FT (11' PLATE AT WEST WALL) 1.06 4) NUMBER OF BRACED WALL LINES: LETTERED: 2, NUMBERED: 2 1.00 5) ADDITIONAL TOP STORY 800# HOLD-DOWN DEVICE: NA 6) INTERIOR GYPSUM BOARD OMITTED FROM ANY INSIDE PANEL FACE: NA 7) INCREASED GYPSUM BOARD FASTENING (METHOD GB ONLY): NA WIND FACTOR TOTAL (PRODUCT OF ALL ADJUSTMENTS): 1.20 STORY ONE of ONE Wind Analysis Assumptions ULTIMATE WIND DESIGN SPEED: 110 MPH, EXPOSURE C WIND BRACING LENGTHS FROM IRC TABLE 602.10.3(1) WIND ADJUSTMENTS FROM IRC TABLE 602.10.3(2) ABW PANELS OF 32" MINIMUM CONTRIBUTE 48" IN BRACED WALL LENGTH (<= 9' CEILING HEIGHTS) WALL LENGTHS GREATER THAN 60' ARE TREATED AS TWO 30' WALLS TABLE VALUES FOR BRACING LENGTHS ARE INTERPOLATED BRACED STORY MAX ALLOW ACTUAL BRACED WALL BRACING WIND MODIFIED PANEL TYPE &CONTRIBUTING LENGTH (FT) IRC WALL LOCATION SPACING SPACING LINE LENGTH REQUIRED FACTOR BRACING COMPLIANCE REMARKS LINE (FT) (FT) (FT) (FT) TOTAL REQ (FT) PNL-1 PNL-2 PNL-3 PNL-4 PNL-5 TOTAL STATUS 1 OF 1 60.0 11.0 18.83 1.65 2.10 6.83 >2.10 OK SEISMIC GOVERNS BRACED WALL LENGTH CS-WSP CS-WSP - _ _ L 1 OF 1 60.0 11.0 18.83 1.65 2.10 5.42 >2.10 OK SEISMIC GOVERNS BRACED WALL LENGTH - - - 11.0 - 2.82 1.27 - � 3.58 CS-WSP - 5.42 CS-WSP - - - 3.25 - _ _ - - - - _ - - - A 1 OF 1 60.0 18.83 g,67 >3.58 OK THIS IS AN EXISTING WALL WITH CONTINUOUS PLYWOOD 11.0 2.82 3.58 CS-WSP 5.83 CS-WSP - - - SHEATHING. NEW CONSTRUCTION USING CS-WSP METHOD B 1 OF 1 60.0 18.83 5.83 >3.58 OK CS-WSP - - - - RED FONT INDICATES WHICH BRACING METHOD GOVERNS PANEL LENGTH REQUIREMENTS FOR THIS PROJECT Panel Type Abbreviations GB: INTERIOR GYPSUM BOARD PANEL WITH 7" NAILING AT EDGES AND FIELD PER IRC 702.3.5. CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL PER IRC TABLE 602.3(1)(2)(3) CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PER IRC FIGURE 602.10.6.4. PFH: PORTAL FRAME WITH HOLD-DOWNS PER IRC FIGURE 602.10.6.2 AWB: ALTERNATE BRACED WALL PANEL, PER IRC FIGURE 602.10.6.1 Seismic Calculations ADJUSTMENT FACTORS 1) STORY HEIGHT LESS THAN OR EQUAL TO 10 FT: (11' TO TOP PLATE AT WEST WALL) 1.20 2) TOWNHOUSE BRACED WALL SPACING IN SDC C (NOT APPLICABLE) NA 3) BRACED WALL LINE SPACING >25 FT <=30 FT (NOT APPLICABLE) 1.00 4) WALL DEAD LOADS > 8 PSF < 15 PSF (1.0) OR <8 PSF (0.85) 0.85 5) ROOF/CEILING DEAD LOAD <=15 PSF 1.00 6) MASONRY VENEER WALLS IN TOWNHOUSES SDC C: NA 7) MASONRY VENEER IN SDC DO THRU D2 NA 8) INTERIOR GWB FINISH OMITTED AT ANY STORY (1.5 IF SO) NA SEISMIC FACTOR TOTALS (PRODUCT OF ALL ADJUSTMENTS) 1.02 STORYONE of ONE Braced Wall Symbols Legend INDICATES BRACED WALL GRID LINE REFER TO FRAMING PLANS FOR LOCATIONS INDICATES STORY LEVEL OF BRACED PANEL (IE: S1 =STORY 1) INDICATES BRACED WALL GRID LINE (EITHER A LETTER OR NUMBER) 51.2.PNL-1 BRACED WALL PANEL SYMBOL OUTLINE INDICATES PANEL NUMBER WITHIN THE BRACED WALL LINE S1.B.PNL-2 TO FIND THIS PANEL ON THE TABLES ABOVE, START WITH "S.1" WHICH INDICATES "STORY ONE". FROM THERE, LOOK TO THE COLUMN EXAMPLE TITLED "BRACED WALL LINE" AND SCROLL DOWN TO LINE "B". FROM THERE SCROLL TO THE RIGHT WHERE YOU FIND "PNL-2" WHICH PROVIDES THE CONTRIBUTING LENGTH AND IRC CONSTRUCTION TYPE OF THAT PANEL. Seismic Analysis Assumptions SEISMIC DESIGN CATEGORY: D1 SOIL CLASS: D (1,500 PSF ASSUMED) SEISMIC BRACING LENGTHS FROM IRC TABLE 602.10.3(3) SEISMIC ADJUSTMENTS FROM IRC TABLE 602.10.3(4) ABW PANELS OF 32" MINIMUM CONTRIBUTE 48" IN BRACED WALL LENGTH (<= 9' CEILING HEIGHTS) WALL LENGTHS GREATER THAN 60' ARE TREATED AS TWO 30' WALLS TABLE VALUES FOR BRACING LENGTHS ARE INTERPOLATED IRC COMPLIANCE CALCULATIONS BUILDER: NOTE PANEL LENGTH &TYPE BRACED STORY MAX ALLOW ACTUAL BRACED WALL BRACING SEISMIC MODIFIED PANEL TYPE &CONTRIBUTING LENGTH (FT) IRC WALL LOCATION SPACING SPACING LINE LENGTH REQUIRED FACTOR BRACING COMPLIANCE REMARKS LINE (FT) (FT) (FT) (FT) TOTAL REQ (FT) PNL-1 PNL-2 PNL-3 PNL-4 PNL-5 TOTAL STATUS 1 OF 1 25.0 11.0 18.83 3.20 3.27 6.83 >3.27 OK NEW CONSTRUCTION USING CS-WSP METHOD CS-WSP CS-WSP - _ _ 2 1 OF 1 25.0 21.67 18.83 3.20 3.27 2.75 2.67 5.42 >3.27 OK THIS IS AN EXISTING WALL WITH CONTINUOUS PLYWOOD CS-WSP CS-WSP - - - SHEATHING. - - 25.0 25.0 - 18.83 18.83 - 11.0 11.0 - 1.87 1.87 1.02 _ 1.91 1.91 - - - - - CS-WSP CS-WSP - _ _ 5.83 CS-WSP _ 8.67 5.83 - >1.91 OK >1.91 OK WIND GOVERNS BRACED WALL LENGTH WIND GOVERNS BRACED WALL LENGTH A 1 OF 1 B 1 OF 1 RED FONT INDICATES WHICH BRACING METHOD GOVERNS PANEL LENGTH REQUIREMENTS FOR THIS PROJECT Panel Type Abbreviations GB: INTERIOR GYPSUM BOARD PANEL WITH 7" NAILING AT EDGES AND FIELD PER IRC 702.3.5. CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL PER IRC TABLE 602.3(1)(2)(3) CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PER IRC FIGURE 602.10.6.4. PFH: PORTAL FRAME WITH HOLD-DOWNS PER IRC FIGURE 602.10.6.2 AWB: ALTERNATE BRACED WALL PANEL, PER IRC FIGURE 602.10.6.1 2015 IRC Braced Wall Calculations Braced Wall Symbols Legend INDICATES BRACED WALL GRID LINE REFER TO FRAMING PLANS FOR LOCATIONS INDICATES STORY LEVEL OF BRACED PANEL (IE: S1 =STORY 1) INDICATES BRACED WALL GRID LINE (EITHER A LETTER OR NUMBER) 51.2.PNL-1 BRACED WALL PANEL SYMBOL OUTLINE INDICATES PANEL NUMBER WITHIN THE BRACED WALL LINE S1.B.PNL-2 TO FIND THIS PANEL ON THE TABLES ABOVE, START WITH "S.1" WHICH INDICATES "STORY ONE". FROM THERE, LOOK TO THE COLUMN EXAMPLE TITLED "BRACED WALL LINE" AND SCROLL DOWN TO LINE "B". FROM THERE SCROLL TO THE RIGHT WHERE YOU FIND "PNL-2" WHICH PROVIDES THE CONTRIBUTING LENGTH AND IRC CONSTRUCTION TYPE OF THAT PANEL. ti �N � O �--+ c rn U ;Q U �a�� O � oU� �JM z p U O � w w C~7 w � J z N= 0= c�� Qa � a ,,, � ao �w �� 0 � o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS VI O ^ ♦ � W U� ^� W �_ �' ^ \/, � o N � O O O� o O >_ � �� 4� � O � >' u� O � _ � N � � W �--+ � O � U U � (� W U � LL O U A7.3 Permit Submittal Drawings Beam Calculations Project: CONRDY �iAOl7/oN Beam Location: /�,/�,�� J17 Date /�• �.� Loads LL DL Total Span &Loaded Area Rea `. ' /2// � _Floors 40 15 55 / / �/I/ ;S•..., u,41r;' 8 /� `� ��/'Yn�,,�!��rj`�t _Decks -Reg 60 20 80 _Decks -Pavers 60 35 0 /i0�� vv� i�GGI� Yf%of-Light 25 10 35 �,t G / r;!'�It•^I q� , ; n GJ�ZJI� '` 25 16 ��, 33i� 9(ii2sy �ST�;F,. _Roof-Med „�� 4'ir!'T.,. 4iti _Roof -Heavy 25 30 SS ,� ?✓��s �'1�,,,,,-,.q,,,, y4 // _Storage 126 16 140 3/ �J�/ /Y Determinants Design DF#1 Glu � C��/G�/2 Properties Sawn Lam LVL '/�� Mmax=WxL/8=/ C/ in# Fb 1350 2400 3100 Vmax = W / 2 = /�l� # Fv 86 265 286 Qallow = _ I/240 Y(/360�1/480 E 1.6x106 1.8x10b 2.1x106 Q� 2_ Formulas Required Properties by Beam Type $req (in') Areq li1n�) I re/q�(in°)°)�2 Sreq =Mmax/ Fb allow =BENDING in' DF#1 Sawn G s.�o3 Z? /�% �%87TJ Areq = 3Vmax/2 Fv allow =SHEAR in' Glue Laminated 3g� 9 � 9'Lsi�}'/ Ireq = SWL3/384 E� allow=srIEFNEssin° Laminated Veneer Lumber (LVL) �g � B g% 3� Beam Depth Required -Based on Calculate Properties &Selected Beam Thickness Depth required to meet Bending stresses: S talc =bdz/6 or 6 x S talc/b = dz or dz = d req ZDF#1 Sawn _3.5" _S.S" GluLam 3.5" 5.125" LVL 3.5" 6.25" � 11��5 7H,g� �,�, ys,g sl,� 3�/•llo z Depth required to withstand Shear stresses: A talc = b x d or A talc/b = d req � DF#1 Sawn _3.6" _5.5" GluLam _3.5" _6.125" LVL 3.5" 5.25" _ ?9.�4/3,S 29.�1/�.s 9 s/35 9.5�/s� B.s�j{3.S 8.�'I/S.a 3 rn Depth required to meet Stiffness: talc =bd3/12 or 12 x I talc/b = d3 or d req = � = d req w � DF#1 Sawn _3.5" _5.5" lulam _3.5" _5.125" LVL _3.6' _5.25" LL� 3 /,�Ia..sS 3 /,044,�� 1y58,55 � 9g16,A� 3 i2Sb,/9 ' ��'6 ' � 4 Beam Selection Options Douglas Fir #1 Sawn Glue Laminated Beam Laminated Veneer Lumber (LVL) 4 K i4 �,5x �2 3.5xr�'i�. o✓ �x12 Ridge Beam Project: C'o4/Ray AaplTlv^% Beam Location: $L/,OIgJ(A �/� /J�,�,ate: //• /2•?p Loads LL DL Total Span &Loaded Area _Floors 40 16 66 _ �'tt,L f2 A /��/�%J��1/ � �KT sX Regl3tr�atlftf}[' �'.. i , � /;i +» �4! _Decks -Reg 60 20 80 Decks -Pavers 60 35 2Qi9fT�/Q� �'�"/NS oof-Li ht 25 10 r � c � _Roof-Med 26 15 D ,�.�/�,,/ 25 �V�=T��/••�� ,�,TAT'c �i vYr-::i liv �'VV _Roof -Heavy 30 55 1�1 _Storage 126 15 140 /1 �X.2�%,� v1�7� �� Design DF#1 GIu Properties Sawn Lam LVL X 3y�� Fb 1350 2400 3100 _ f�y V v //� Determinants ��tt �yl Mmax = W x L /8 = 3T, vv�in n Vmax = W / 2 = /9s}r # Fv 85 265 285 /� Qallow=_I/240_✓I/360 _I/480 E 1.6x106 1.Sx106 2.1x106 6� �° Formulas Required Properties by Beam Type Sreq =Mmax / Fb allow = BENDING in' DF#1 Sawn 5 /req (in3) /� re�g7lin=) Ireq Q(in°) 27j2 /Gi / //�irj Areq = 3Vmax/2 Fv allow =SHEAR in' Glue Laminated Ireq = 6WL3/384 E� allow=S7IFFNE55in° Laminated Veneer Lumber (LVL) Beam Depth Required -Based on Calculate Properties &Selected Beam Thickness Depth required to meet Bending stresses: S talc =bdz/6 or 6 x S talc/b = dz or dz = d req C7 DF#15awn 3.5" 5.5" GluLam 3.6" 6.126" z - - - - LVL _3.5" _5.25" ¢3,2 �s 7� m 6,3 3ZSr Depth required to withstand Shear stresses: A talc = b x d or A talc/b = d req � DF#1 Sawn _3.5" _6.5" GluLam _3.5" _6.126" a LVL _3.5" _5.26" W /`.7/3, S lG,�� S V7 �.7 / ,� 7 i �'7 �, / �J _L, � y\ Depth required to meet Stiffness: � talc =bd3/12 or 12 x I talc/b = d3 or d req = '�3� = d req w� DF#1Sawn _3.5" _6.5" GluLam _3.5" _5.125" 3 a LVL _3.5' _5.25" LL � 393,10 Zso•y Beam Selection Options Douglas Fir#15awn Glue Laminated Beam Laminated Veneer Lumber (LVL) yx to 6�� Header at Sliding Doors Standard Abbreviations MAX APPROXIMATELY MTRL @ AT M C ACOUS ACOUSTICAL MECH ACT ACOUSTIC TILE MEMB ADJ ADJUSTABLE MTL AFF ABOVE FINISH FLOOR MEZZ ALT ALTERNATE MFR APPROX APPROXIMATE MIN ARCH ARCHITECT MISC BD BOARD MTD BTWN BETWEEN MULL BLDG BUILDING N BLKG BLOCK/BLOCKING NIC BS BUILDING STANDARD N0, # BTM BOTTOM NOM B/U BUILT UP NTS CAB CABINET OA CL CENTERLINE OC CER CERAMIC OD CHAMF CHAMFER OH CIRC CIRCLE OPNG CLG CEILING OPP CLH CAULK LIKE HELL pg CLK CAULK PBD CLR. CLEARANCE) PLAN CNTR. CENTER PLWD COL COLUMN PNL CONC CONCRETE PR CONST CONSTRUCTION PT CONT CONTINUOUS PTN CONTR CONTRACTOR QT CORR CORRIDOR R CPT CARPET RAD CT CERAMIC TILE Rg DEMO DEMOLITION RD DEG DEGREE RT DET DETAIL REF DF DRINKING FOUNTAIN REEL DIAM DIAMETER REFR DIM DIMENSION REG DN DOWN REINF DR DOOR REQ DWG DRAWING REV DWR DRAWER RH E EAST R M EA EACH REF EL ELEVATION REEL ELEC ELECTRICAL REFR ELEV ELEVATOR REG ENCL ENCLOSE(URE) REINF EQ EQUAL REQ EQUIP EQUIPMENT REV EST ESTIMATE RH EXH EXHAUST RM EXIST EXISTING RO EXP EXPANSION S EXT EXTERIOR SC FD FLOOR DRAIN SCH FE FIRE EXTINGUISHER SEAL FEC FIRE EXTINGUISHER SECT CABINET SH FAC FIN FACTORY FINISH SHT FH FULL HEIGHT SIM FF FINISHED FLOOR SPEC FLD VFY FIELD VERIFY SQ FLUOR FLUORESCENT SS FOS FACE OF STUDS) STD FOC FACE OF CONCRETE STL FOF FACE OF FINISH STOR FT FOOT/FEET STRUCT FURR FURRED/FURRING SUSP FUT FUTURE T GA GAUGE TB GB GRAB BAR TEL GC GENERAL CONTRACTOR TEMP GEN GENERAL THK GL GLASS/GLAZING THRESH GWB GYPSUM WALL BOARD TOSS GYP GYPSUM TV HC HOLLOW CORE TYP HD HEAD UNF HDCP HANDICAPPED UNO HDR HEADER HDWR HARDWARE VCT HM HOLLOW METAL HORIZ HORIZONTAL VEN HR HOUR VERT HT HEIGHT VEST HVAC HEATING, VENTIALTING & AIR CONDITIONING VFY INSUL INSULATION W INT INTERIOR W/ JAN JANITOR WD JT JOINT W/0 KIT KITCHEN WSCT KPL KICKPLATE WT LAM LAMINATED) LAV LAVITORY LH LEFT HAND L LENGTH/LONG LT LIGHT LVR LOUVER MAXIMUM MATERIALS) MEDICINE CABINET MECHANICAL MEMBRANE METAL MEZZANINE MANUFACTURER) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PANIC BAR PARTICLE BOARD PLASTIC LAMINATE PLYWOOD PANEL PAI R PRESSURE TREATED PARTITION QUARRY TILE RISER RADIUS RUBBER BASE ROOF DRAIN RESILIENTTILE REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION RIGHT HAND ROOM REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SCHEDULE SEALANT SECTION SHELF SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STO RAG E STRUCTURAL SUSPENDED TREAD TOWEL BAR TELEPHONE TEMPERED THICKNESS) THRESHOLD TOP OF SLAB TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPO- SITION TILE VENEER VERTICAL VESTIBULE VERIFY WEST/WIDE WITH WOOD WITHOUT WAINSCOT WEIGHT Drawing Symbols 100 ROOM NUMBER REFERENCE 101A DOOR NUMBER 23 WINDOW NUMBER 1 DETAIL REFERENCE BUBBLE Al 1 WALL SECTION REFERENCE Al A Al BUILDING SECTION REFERENCE XX INTERIOR ELEVATION 1 REVISION REFERENCE P2 WALL FINISH REFERENCE REFER TO FINISH SCHEDULE ST1 FLOOR FINISH REFERENCE REFER TO FINISH SCHEDULE 24 KEY NOTE REFERENCE �1 EQUIPMENT NUMBER ® NORTH REFERENCE Doors &Windows ❑E EGRESS WINDOW 7.2 SF OF EGRESS AREA PROVIDED T❑ TEMPERED GLASS CO CASED OPENING FX FIXED DOOR PANEL/FIXED GLAZING SH SINGLE HUNG AW AWNING PD POCKET DOOR PR PAIRS SC SOLID CORE TW TWENTY MINUTE RATING SS SIDE SLIDING 24X42 = WIDTH X HEIGHT OF OPENING Power &Data Symbols � DUPLEX RECEPTACLE FOURPLEX RECEPTACLE GFI� DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER �� ( ) 220V RECEPTACLE (DRYER, OVEN, ETC.) FLUSH MOUNTED FLOOR MON. W/BRONZE COVER PLATE SPECIAL PURPOSE RECEPTACLE (MICROWAVE, COMPUTER, USB, ETC.) TELEPHONE RECEPTACLE DATA PORT- RJ45 ETHERNET RG8X CABLE WITH TNC FITTING 0 TV CABLE TV SMOKE DETECTOR © CARBON MONOXIDE DETECTOR HEAT DETECTOR K❑ KEYPAD DOOR CONTROLLER © TOUCHPAD DOOR CONTROLLER �A AUDIO JACK FLUSH MOUNTED SPEAKER Lighting Symbols NOTE: LAMPS ARE INCANDESCENT UNLESS NOTED OTHERWISE SWITCH RECESSED CAN FIXTURE 3 NUMBER INDICATES FIXTURE TYPE C RECESSED WALL WASHER FIXTURE � SURFACE MOUNTED FIXTURE � SPECIAL PURPOSE LIGHT FIXTURE �� (2) TUBE 48" FLUORESCENT FIXTURE W/ACRYLIC LENS HOUSING H SINGLE TUBE FLUORESCENT FIXTURE WITH ACRYLIC LENS HOUSING P =PENDANT MOUNT H =HALOGEN LAMP W =WALL MOUNTED D =DIMMER T =TIMER 3 =THREE WAY SWITCH Mechanical Symbols FD Q FLOOR DRAIN O S DOWNSPOUT THRU-WALL HEAT RECOVERY VENTILATOR EXHAUST FAN (REFER TO KEY NOTES) }HB FROST -FREE HOSE BIB GAS CONNECTION FLOOR MOUNT SUPPLY REGISTER CEILING MOUNTED RETURN AIR REGISTER Project Notes &Specifications GENERAL CRITERIA &DESIGN ASSUMPTIONS ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THAT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC), INTERNATIONAL BUILDING CODE (IBC), or BRITISH COLUMBIA BUILDING CODE (BCBC) AS APPLICABLE AND CURRENTLY IN FORCE AND WITH AMENDMENTS AS ADOPTED BYTHE AUTHORIZING JURISDICTION. THESE DRAWINGS ARE DIAGRAMATIC AND DO NOT WARRANT TO SHOW ALL DETAILS AND CONDITIONS OF THE CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE WORK AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES FROM EXISTING CONDITIONS WHICH VARY MATERIALLY FROM THOSE SHOWN ON THE DRAWINGS. VERTICAL SURFACE DIMENSIONS ARE MADE TO FACE OF CONCRETE, FACE OF STUD WALL FRAMING AND TO CENTERLINE OF PARTITIONS AND OPENINGS UNLESS NOTED OTHERWISE. HORIZONTAL SURFACE DIMENSIONS ARE MADE TO TOP OF FLOOR SHEATHING EXCEPT IN CASES OF FINISH CASEWORK AND OTHER SPECIALTY ITEMS SUCH AS STAIR TREADS, WHICH ARE MADE TO THE FINISH SURFACES THEMSELVES. DESIGN LOADING CRITERIA: LIVE DEAD TOTAL FLOOR: NO CEILING BELOW: 40 10 50 PSF FLOOR: WITH FINISHED CEILING: 40 15 55 PSF ROOF: LIGHT ROOF COVERING: 25 15 40 PSF ROOF: HEAVY ROOF COVERING: 25 30 55 PSF DECKS: 60 10 70 PSF STORAGE: 125 15 140 PSF SNOW: 25 PSF GUARDRAILS: 80 PLF WIND: 115 MPH (EXPOSURE C) (85 MPH PER CITY OF EDMONDS) SEISMIC ZONE: D1 SOIL BEARING: 1,500 PSF ASSUMED SHOP DRAWINGS: SUBMITTALS MAY BE MADE BY PDF FILE SUBMISSION TO THE ARCHITECT OR BY OTHER MEANS AS AGREED UPON BETWEEN THE ARCHITECT AND GENERAL CONTRACTOR. SHOP DRAWINGS OF DESIGN -BUILD COMPONENTS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON. INSPECTIONS: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING), ANCHOR BOLTS, SHEAR WALL NAILING, DIAPHRAGM NAILING AND HOEDOWN INSTALLATION SHALL BE SUPERVISED IN ACCORDANCE WITH IRC/IBC REQUIREMENTS GEOTECHNICAL &FOUNDATIONS: VALUES FOR ALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED AT 1,500 PSF UNLESS OTHERWISE NOTED AND SOILS COMPACTION TESTING HAS BEEN PERFORMED TO VALIDATE BEARING CAPACITY. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ORIGINAL EXISTING GRADE, WITH THE EXCEPTION OF PERIMETER FOUNDATION WALLS, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS AND FOUNDATIONS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. CAST -IN -PLACE CONCRETE: SLABS ON GRADE, BOTH EXPOSED AND PROTECTED TO BE F'c=3000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3 /4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1 /2 INCHES. MAXIMUM SLUMP IS 4 INCHES. FOOTINGS &FOUNDATION WALLS TO BE F'c=2500 PSI @ 28 DAYS. ADDITIONAL SPECIFICATIONS PER ABOVE. ALL PHASES OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO IRC AND IBC REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. THE ARCHITECT'S NOTES HERE ARE SUPERCEDED BYTHE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS WHEN THE STRUCTURAL ENGINEER'S DRAWINGS ARE INCLUDED IN THE PROJECT. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER WITH MINIMUM OF 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE BUT NO CLOSER THAN 6" TO PLATE END. ZINC DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653 M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE "ZMAX" (HOT DIPPED GALVANIZED) AND "SST 300" (STAINLESS STEEL). FASTENERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), OR STAINLESS STEEL. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE IRC REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615 GRADE 40 FOR #4 AND SMALLER REINFORCEMENT AND GRADE 60 FOR #5 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. ALL FOOT AND STEMWALL CONNECTIONS BETWEEN EXISTING AND NEW CONCRETE CONSTRUCTION SHALL BE CONNECTED BY EPDXY FASTENED DOWELS AT 24" O.C. ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER (UNLESS NOTED SPECIFICALLY OTHERWISE): CONCRETE CAST AGAINST EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2 INCHES #5 BAR AND SMALLER: 1-1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER, OR CAST IN PERMANENT NON -REMOVABLE FORMS: 4" STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36,000 PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY ABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy= 50,OOOPSI. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES: WOOD TRUSSES SHALL BE ENGINEERED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED BYTHE STATE OF WASHINGTON. TRUSSES SHALL BE PLANT FABRICATED AND NOT FIELD ALTERED WITHOUT PERMISSION FROM THE MANUFACTURER AND BUILDING OFFICIAL. INSTALL AND BRACE TRUSSES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PER THE REQUIREMENTS OF THE IBC/IRC. ROOF, FLOOR &WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD, IN CONFORMANCE WITH UBC STANDARD N0. 23-2. APA RATED. EXTERIOR OR EXPOSURE 1 ORIENTED STRAND BOARD (OSB), IN CONFORMANCE WITH IRC STANDARDS MAY BE USED IN LIEU OF PLYWOOD AT INTERIOR VERTICAL SURFACES ONLY. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATIONS ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2LAYERS OFASPHALT-IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE IRC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. WOOD FRAMING MATERIALS &DESIGN PARAMETERS USED BY ARCHITECT FOR GRAVITY LOAD BEAM SIZING: FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WEST COAST LUMBER INSPECTION BUREAU'S STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17. FURNISHED TO THE FOLLOWING MINIMUM STANDARDS: JOISTS &RAFTERS: (2x MEMBERS): HEM -FIR N0. 2. MINIMUM BASIC DESIGN STRESS: Fb = 850 PSI, Fv = 75 PSI, E = 1,300 KSI BEAMS AND STRINGERS: DOUGLAS FIR N0. 1. MINIMUM BASIC DESIGN STRESS: Fb = 1350 PSI, Fv = 85 PSI E = 1,600 KSI POSTS (4x MEMBERS) HEM -FIR N0. 1. MINIMUM BASIC DESIGN STRESS: Fc = 1300 PSI, E = 1500 KSI POSTS: (6x &LARGER MEMBERS): DOUGLAS FIR NO. 1. MINIMUM BASIC DESIGN STRESS: Fc = 1000 PSI, E = 1600 KSI STUDS, &MISC. LIGHT FRAMING: HEM -FIR N0. 3 OR STUD GRADE. MINIMUM BASIC DESIGN STRESS: Fb = 500 PSI, E = 1200 KSI Fc = 725 PSI ENGINEERED LUMBER (I -JOISTS, LVL'S, ESL, JOISTS, BEAMS AND COLUMNS) SIZES, SPACINGS AND LOCATIONS AS NOTED ON DRAWINGS. APPROVED PRODUCT MANUFACTURERS INCLUDE: - BOISE CASCADE - LP - PACIFIC WOODTECH CORPORATION - ROSEBURG FOREST PRODUCTS - WEST ERASER SUBMIT SPECIFICATIONS AND DATA TO ARCHITECT IF PROPOSING ANY BRAND OF WOOD PRODUCTS NOT NAMED IN THE APPROVED MANUFACTURER'S LIST ABOVE. GLU-LAMINATED BEAMS: DOUGLAS FIR 24F-V4 DF/DF "UNBALANCED" LAYUP FOR SIMPLE SPANS, 24F-V8 "BALANCED" LAYOUT FOR CANTILEVERED &CONTINUOUS SPAN BEAMS USE FRAMING GRADE FOR FULLY CONCEALED INTERIOR BEAMS, INDUSTRIAL GRADE FOR EXPOSED INTERIOR BEAMS WHERE NOTED, AND ARCHITECTURAL OR PREMIUM GRADES AS NOTED ON PLANS. MINIMUM BASIC DESIGN STRESS: Fb = 2,400 PSI, Fv = 165 PSI, E = 1,800 KSI, Fc = 725 PSI CONFIRM WITH ARCHITECT WHETHER CAMBERING BEAMS TO 2,000' RADIUS IS DESIRED, OTHERWISE PROVIDE FLAT/NO CAMBER BEAMS. GLU-LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE AND ARCHITECTURAL AND PREMIUM GRADE BEAMS TO USE CLEAR GLUES. ALL FRAMING &NAILING SHALL CONFORM TO IRC CHAPTER 602 AND TABLE 602.3.1. WALL FRAMING: STUD WALLS SHALL BE 2x4 STUDS @ 16"oc. AT INTERIOR WALLS AND 2x6 @ 16"oc AT EXTERIOR WALLS UNLESS NOTED OTHERWISE ON THE DRAWINGS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL WALLS, AT EACH SIDE OF ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. (2) 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. PROVIDE BRIDGING @ 8'-0"oc AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12"oc STAGGERED. ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLAS SHOWN ON THE DRAWINGS AND @ 12"oc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"oc. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. ROOF FRAMING PLAN NOTES: 1. ROOF SHEATHING SHALL BE 5/8" PLYWOOD (PANEL INDEX 32/16). NAIL TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING AND SHEAR WALLS BELOW W/ 10D AT 6"O.C. NAIL TO ALL INTERMEDIATE FRAMING W/ 10D AT 12"O.C. 2. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2X FLAT BLOCKING AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING W/ 10D @ 6" OC. TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING AND SHEAR WALLS BELOW W/ 10D @ 6" OC. NAIL TO ALL INTERMEDIATE SUPPORTS W/ 10D @ 12" OC. FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" T&G PLYWOOD (PANEL INDEX 40/20). NAIL TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING AND SHEAR WALLS BELOW W/ 10D AT 6"O.C. NAIL TO ALL INTERMEDIATE FRAMING W/ 10D AT 10"O.C. 2. PROVIDE 2X FLAT BLOCKING (PER GENERAL STRUCTURAL NOTES) ATALL UNFRAMED PANEL EDGES. NAIL SHEATHING W/ 10D @ 6" OC. TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING AND SHEAR WALLS BELOW W/ 10D @ 6" OC. NAIL TO ALL INTERMEDIATE SUPPORTS W/ 10D @ 10" OC. MECHANICAL, ELECTRICAL, &PLUMBING SYSTEMS: UNLESS SPECIFICALLY NOTED ON THE DRAWINGS ALL MECHANICAL, ELECTRICAL, PLUMBING, DATA, SECURITY, LIGHTING SYSTEMS ARE DESIGN -BUILD BY OTHERS UNDER SEPARATE PERMIT AND ARE NOT A PART OF THE ARCHITECT'S SCOPE OF WORK. FIXTURES, FURNISHINGS &EQUIPMENT (FF&E): ALL FF&E SELECTIONS ARE BY OWNER IN CONJUNCTION WITH THE GENERAL CONTRACTOR, UNLESS THE OWNERS HAVE SPECIFICALLY ENGAGED THE ARCHITECT TO SPECIFY SOME OR ALL OF THESE ITEMS. ti L(") �N O � �► C � U U ;Q Q � �_� �_ L �� 0 oU� �JM z p � O w �w w� w � � Z N= o= c�� a� � a ,,, ao �w N � H o� � o� 10/19/2020 SCHEMATIC DESIGN V1 11/10/2020 SCHEMATIC DESIGN V2 11/17/2020 SCHEMATIC DESIGN V3 11/21/2020 SCHEMATIC DESIGN Via 11/28/2020 PERMIT DRAWINGS V1 O ■ � W U� n� W .� � o CV � O O O� O > � 0 -� •� � 4� � >' � o� O i=� CV � � W U ov �� U WVJ� VJ W ^,� � � 0 O 0 }+ Z _ (_� U � ^♦ ^ , o � 0}�� UQ A7.4 Permit Submittal Drawings