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22-101961 (2)2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Watson's Nursery Restroom - 2018 WSEC 32108 39th Ave S Federal Way, WA 98001 RECEIVED May 19 2022 COMMUNITY DEVELOPMENT Date: 2022-05-04 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE C103.1 Construction For a tenant space (first build -out) project, documents - General indicate if there is no envelope scope included in the project. C103.1 Construction For an alteration project, indicate if there is documents - General no envelope scope included in the project. C402.1.1.1 Low energy spaces Identify low energy spaces on plans; include calculations if applicable that demonstrate eligibility for envelope provisions exemption YES C402.1.1.2 Semi -heated spaces Identify semi -heated spaces on plans, include A2.1 mechanical heating system type and calculations that demonstrate eligibility for wall insulation exemption C402.1.1.3 Greenhouse spaces Identify greenhouse spaces on plans; include non -opaque assembly information and mechanical heating system type if applicable, that demonstrates eligibility for envelope provisions exemption C402.1.2 Equipment buildings Provide building sf area, average wall and roof U-factor, installed electrical and mechanical equipment information and heating setpoint restriction, that demonstrates eligibility for envelope provisions exemption NA C402.1.2.1 Standalone elevator Provide building area, average wall and roof hoistways U-factor, installed mechanical equipment information and heating setpoint restriction, that demonstrates eligibility for envelope provisions exemption C410.2 Walk-in cooler and Identify walk-in cooler and freezer spaces on freezer spaces plans; including site assembled, site constructed and prefabricated units Identify warehouse cooler and freezer spaces on plans C101.4.1 Mixed residential & Identify spaces with different occupancy commercial building requirements on plans C503.2 Change of space Identify on plans existing unconditioned conditioning spaces changing to semi -heated or conditioned alteration space, and existing semi -heated spaces changing to conditioned space; provide calculations for existing and final level of space conditioning C505.1 Change of occupancy Identify on plans existing F, S and U- alteration occupancy spaces undergoing a change in occupancy and final occupancy type Page 118 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Group R spaces permitted before July 1, 2002 that are undergoing a change to a commercial occupancy shall be identified on plans Commercial (non -Group R) occupancy spaces undergoing a change to Group R shall be identified on plans ENVELOPE PROVISIONS YES C103.2 Compliance Indicate envelope thermal performance A2.1 C103.6.3 documentation compliance path (prescriptive or component C402.1.3 performance) and provide WSEC envelope C402.1.4 C402.1.5 compliance reports NA If complying via component performance, demonstrate that the Proposed Total UA is equal to or less than the Allowable Total UA If complying via total building performance, provide a list of all proposed envelope component types, areas and U-values YES C303.1.1 Insulation Indicate identification mark shall be applied A2.1 C303. L2 identification to all insulation materials and insulation installed such that the mark is readily observable during inspection YES C303.1.3 Fenestration product Indicate fenestration products shall be labeled A2.1 C402.4.3 rating with NFRC U-factor, SHGC, VT and leakage rating, or if products do not have an NFRC rating, indicate applicable Chapter 3 default values YES C303.1.1 General insulation Indicate installation methods, thicknesses, A4.0 C402.2.1 installation densities and clearances to achieve the intended R-value of all insulation materials NA Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered, or exception taken YES C103.2 Roof assembly Indicate R-value(s) of cavity/continuous A4.0 C402.2.1 insulation insulation on roof sections YES Indicate framing materials on roof sections A4.0 YES Indicate method of framing for ceilings below A2.1 vented attics and vaulted ceilings per A102.2 (std, adv) NA Provide area weighted average U-factor calculation for insulation whose thickness varies by 1 inch or less NA Indicate effective U-factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R-value at peak and minimum R- value at low point for all roof surfaces NA Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs Page 218 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C402.2.1.1 Skylight curb Indicate skylight curb insulation R-value on insulation roof section, if not included in skylight NFRC rating NA C402.2.1.2 Rooftop HVAC Indicate rooftop HVAC equipment curb equipment curbs insulation R-value on roof section YES C103.2 Above/below grade Indicate R-value(s) of cavity/continuous A4.1 C402.2.3 wall insulation insulation on wall sections C402.2.4 YES C303.2.1 Indicate framing materials on wall sections A4.0 YES Indicate method of framing for wood A2.1 construction per A103.2 (std, int, adv) NA Indicate material density category, wall weight and heat capacity for qualifying mass walls NA For qualifying ASTM C90 masonry walls, indicate loose -fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores NA Indicate method of protection of exposed exterior basement/crawlspace wall insulation YES C103.2 Opaque doors Indicate rated U-factor or R-value (non- A2.1 C402.4.4 swinging) on wall sections or in door schedules - applies to doors with less than 50% glazed area NA C402.4.4 Garage doors Indicate rated U-factor for sectional and tilt - up garage doors on wall sections or in door schedules - applies to garage doors with less than 14% glazed area; all other garage doors shall comply as opaque doors C402.2.5 Floor over outdoor or Indicate R-value(s) of cavity/continuous unconditioned space insulation on floor sections insulation Indicate framing material on floor sections Indicate material density category and weight of qualifying mass floors YES C402.2.6 Slab -on -grade floor Indicate R-value of continuous insulation on A4.0 C303.2.1 insulation wall section or foundation detail YES Indicate insulation extends down vertically A4.0 and/or horizontally the required distance from top of slab YES Indicate method of protection of exposed A4.0 exterior slab edge insulation NA Indicate R-value of continuous insulation on wall section or foundation detail NA Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab NA Indicate method of protection of exposed exterior slab edge insulation Page 318 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C402.2.8 Radiant heating Indicate insulation R-value behind radiant system insulation panels, U-bend/headers and bottom surface of radiantly heated floors (other than heated slab - on -grade) YES C402.4.1 Vertical fenestration Provide total gross sf area of all above grade A3.0 C502.2.1 maximum area wall elements and rough opening sf area of all vertical fenestration elements in the building, for the prescriptive max allowed window -to - wall ratio (WWR) calculation in the WSEC envelope compliance reports; demonstrate compliance for each space conditioning category separately C402.4.1.1 Increased prescriptive Provide calculations showing that not less that C405.2.4.1 maximum vertical 50% of the total conditioned floor area is C502.2.1 fenestration area with within a daylight zone; demonstrate daylight zones and compliance for each space conditioning controls category separately Indicate in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per Section C405.2.4.1 Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC or no less than VT-0.55, whichever is greater C402.4.1.3 Increased prescriptive Indicate high performance U-factors and C502.2.1 maximum vertical SHGC values in fenestration schedules fenestration area with high-performance Indicate if an area -weighted U-factor is used glazing for multiple fenestration elements within the same fenestration category per Table C402.4; provide area -weighted U-factor calculation C402.1.5 Wall/vertical Indicate if component performance with fenestration target target area adjustment will be used to account area adjustment for vertical fenestration area in excess of the prescriptive maximum allowed; include target area adjustment in WSEC envelope compliance reports C402.4.1 Skylight maximum Provide total gross sf area of roof, and rough C502.2.2 area opening sf area of all skylight elements in the building, for the prescriptive max allowed skylight -to -roof ratio (SRR) calculation in the WSEC envelope compliance reports; demonstrate compliance for each space conditioning category separately C402.1.5.2 Roof/skylight target Indicate if component performance with area adjustment target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed; include target area adjustment in WSEC envelope compliance reports YES C402.4 U-factors, SHGC and Indicate U-factors, SHGC and VT values in A2.1 C402.4.3.4 VT for all fenestration schedules C303.1.3 fenestration assemblies Page 418 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate if an area -weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.4; provide area -weighted U-factor calculation YES Indicate if values are NFRC or default; if A2.1 default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill NA C402.4.3 Permanent shading For each group of windows with similar devices orientation and overhang or permanent projection geometry, provide projection factor calculations (Equation C4-6) for north and non -north orientations C402.4.2 Single story spaces Provide list of enclosed, single story spaces requiring skylights that exceed 2,500 sf; for each space identify the space use, floor area, floor to ceiling height, whether skylights are installed, and any exception taken Provide calculations for percentage of conditioned floor area located within a toplit daylight zone; if exception is taken for spaces where the total floor area minus the sidelit zone area is less than 2,500 sf, include percentage of conditioned floor area located within a sidelit daylight zone in calculations Provide calculations for percentage of skylight area in each space over 2,500 SF, OR Provide calculations for skylight effective aperture (Equation C4-5) for each space over 2,500 SF Indicate haze factor of skylight glazing material or diffuser NA C410.2 Walk-in and Indicate insulation R-value in cooler and warehouse cooler and freezer envelope freezer wall and ceiling assemblies NA Indicate cooler and freezer door insulation R- value; indicate method of minimizing infiltration (strip doors, curtains, spring - hinged doors, etc); provide automatic door closure (or note exception taken) NA For transparent reach -in doors and fixed windows, indicate number of glass panes (double or triple pane); identify whether the interstitial spaces between panes is filled with inert gas or if panes are heat -reflective treated glass ADDITIONAL EFFICIENCY CREDITS - ENHANCED ENVELOPE PERFORMANCE NO C406.10 Enhanced envelope To comply with additional efficiency credit, performance demonstrate envelope thermal performance compliance via component performance; provide WSEC envelope compliance reports that demonstrate Proposed Total UA is 15% lower than the Allowable Total UA Page 518 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com AIR LEAKAGE YES C402.5.1.1 Air barrier Identify location and provide diagram of A2.1 and A4.1 construction and continuous air barrier in plans and sections sealing YES Provide details for all joints, transitions in A4.1 materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) NA C402.5.3 Rooms containing For room(s) located within the conditioned C402.1.3 fuel burning space space that contain non -direct vent fuel- C402.1.4 conditioning burning appliances that require outdoor air for appliances combustion, indicate method of isolation from the conditioned space; include sealing of walls, floor and ceiling of room, doorway gasketting and sealing around ductwork and piping penetrations NA Indicate walls, floor and ceiling of the room envelope are insulated to the same level required for exterior envelope, and combustion air ductwork that passes thru conditioned space is insulated to at least R-8 NA C402.5.4 Doors and access Indicate locations of all doors and access openings to shafts, openings to shafts, chutes, stairways and chutes, stairways and elevator lobbies elevator lobbies NA Indicate method of sealing of these openings (gasketing, weatherstripping, other sealing method); or exception taken NA C402.5.5 Outdoor air intakes, Indicate locations of all stairway enclosure, C403.7.8 exhausts and relief elevator shaft and building pressurization openings relief openings, outside air intakes and exhaust openings NA Note in envelope plans that all relief, outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.7.8 YES C402.5.8 Recessed lighting in Indicate method of sealing between light A2.1 building envelope fixture housing and wall or ceiling YES Note in envelope plans that all recessed A2.1 lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules NA C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors NA C402.5.7 Vestibules Indicate locations and dimensions of vestibules for building entrances; also indicate vestibule information for exit -only doors in buildings where separate doors for entering and exiting are provided NA Indicate locations of all building entrances and exit -only doors provided with an air curtain in lieu of a vestibule Page 618 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate exception and criteria utilized for all building entrances and exit -only doors that do not have a vestibule or air curtain NA Indicate required performance for air curtains installed per Exception 7 NA For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space YES C103.2 Building enclosure air Indicate in project documents that building C402.5.1.2C leakage test enclosure air leakage testing is required for 402.5.1.2.1 WSEC compliance R402.4.1.2 YES Provide area calculations that account for all A2.1 six sides of the air barrier boundaries YES For commercial buildings, indicate that A2.1 building enclosure air leakage testing shall be performed per ASTM C779 (or equivalent method approved by the code official) and the target leakage rate is 0.25 cfm/ft2 (1.5 L/s*m2) at 0.3 in. wg (75 Pa) NA If the building is mixed residential / A2.1 commercial and three stories or less above grade plane, indicate which building enclosure air leakage test procedure will be used for the Group R-2 / R-3 areas (Section R402.4.1.2 or C402.5.1.2); if per R402.4.1.2, indicate that the target leakage rate is 5 air changes per hour at 0.2 in. wg (50 Pa) YES Include the following requirements in project A2.1 documents: (1) Submit building enclosure air leakage test reports to jurisdiction and owner; (2) If initial test result exceeds 0.25 cfm/ft2 (1.5 L/s*m2), indicate that inspection and all practical corrective actions be completed and documented in the air leakage test report; (3) If initial test result exceeds 0.40 cfm/ft2 (2.0 L/s*m2), indicate that corrective actions shall also include re -testing; (4) Indicate that corrective measures and retesting must be repeated until the test result is 0.40 cfm/ft2 (2.0 L/s*m2) or less; (4) Include air barrier test report in project close out documentation provided to building owner. ADDITIONAL EFFICIENCY CREDITS - REDUCED AIR INFILTRATION ALTERATIONS C406.9 Reduced air To comply with additional efficiency credit, infiltration indicate in project documents that the building enclosure air leakage test results shall not exceed 0.17 cfm/ft2 at 0.3 in. wg (75 Pa); all documentation requirements per C103.2 and C402.5.1.2 apply Page 718 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C503.1 Roof alteration - For a roof alteration where existing ceiling C503.3.1 insulation cavities are exposed, indicate cavities are insulated to full depth at minimum nominal value of R-3.0 per inch For a roof covering replacement where insulation is installed entirely above the roof deck, indicate insulation complies with requirements for new construction per Tables C402.1.3 or C402.1.4 C503.1 Wall and floor For a wall or floor alteration (floor over alteration - insulation outdoor or unconditioned space) where existing envelope cavities are exposed, indicate cavities are insulated to full depth at minimum nominal value of R-3.0 per inch C503.3.2 Addition of vertical Where the addition of new vertical fenestration fenestration results in a window -to -wall ratio (WWR) exceeding the prescriptive maximum allowed per C402.4.1, demonstrate method of compliance (prescriptive vertical fenestration alternate, component performance with target area adjustment for the alteration area and existing -to -remain areas combined, or total building performance per C407); demonstrate for each space conditioning category separately C503.3.3 Addition of skylights Where the addition of new skylights results in a skylight -to -roof ratio (SRR) exceeding the prescriptive maximum allowed per C402.4.1, demonstrate method of compliance (component performance compliance with target area adjustment for the alteration area and existing -to -remain areas combined, or total building performance per C407), demonstrate for each space conditioning category separately NA C103.2 Change in space Indicate envelope alteration thermal C103.6.3 conditioning or performance compliance path (prescriptive or C503.2 occupancy component performance with 110% C505.1 compliance allowance); provide WSEC envelope documentation compliance reports NA C103.2 Change in space If complying via total building performance C103.6.3 conditioning or with 110% allowance, provide a list of all C503.2C occupancy proposed envelope component types, areas 505.1 compliance and U-values documentation PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out Indicate in plans that project close out A2.1 documentation documentation is required including requirements applicable calculations, WSEC envelope compliance reports, and fenestration NFRC rating certificates Page 818 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Watson's Nursery Restroom - 2018 WSEC 32108 39th Ave S Federal Way, WA 98001 RECEIVED May 19 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Date: 2022-05-04 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes LIGHTING SCOPE C103.1 Construction For a shell & core or tenant space (first build - documents - General out) project, indicate if there is no lighting scope included in the project. C103.1 Construction For an alteration project, indicate if there is documents - General no lighting scope included in the project. LIGHTING CONTROLS YES C405.2 Lighting controls, For all lighting fixtures, indicate lighting A2.1 general control method on plans for spaces and lighting zone(s) served, or exception taken YES C405.2, Luminaire level Indicate on plans all fixtures provided with A2.1 Option 2 lighting controls LLLC in lieu of C405.2 lighting controls; (LLLC) provide description of control capabilities and performance parameters C405.2.5, Lighting in dwelling Indicate method of automatic control of all Item 3 units (dormitory, installed luminaires in dwelling units in C405.2.1.1 hotel and all other buildings other than multifamily (occupancy C405.2.3.1 than multifamily) or light reduction controls) C405.2.5, Lighting in sleeping Indicate method of automatic off control of Item 2 units all installed luminaires in sleeping units (vacancy or key card control); also refer to Receptacles YES C405.2.3 Manual controls Indicate on plans the method of manual A2.1 C405.2.3.1 lighting control, location of manual control C405.2.5 device and the area or specific application it serves NA C405.2.3.1 Manual interior light Indicate on plans which method of manual C405.2.1.1 reduction controls 50% lighting load reduction is provided, or C405.2.4 indicate applicable exception YES C405.2.1 Method of automatic Indicate on plans the method of automatic C405.2.2.1 shut-off control shut-off control during unoccupied periods C405.2.1, (occupancy sensor, time switch or digital Exception 3 timer switch) for all lighting zones YES C405.2.1 Occupant sensor Indicate on plans all luminaires that are A2.1 controls controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100% off when the space is unoccupied YES C405.2.1 Occupant sensor Indicate if occupant sensor controls are A2.1 C405.2.1.1 controls configured to be manual on or automatic on to not more than 50% power; indicate spaces eligible for exception that allows automatic on to 100% power Page 1/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.2.1.2 Occupant sensor Indicate each aisleway and corridor within a controls - warehouses warehouse space are designated as separate spaces zones that are independently controlled NA Indicate occupant sensors are configured to automatically reduce lighting power by 50% when the zone is unoccupied and 100% off after the zone is unoccupied for over 20 minutes; indicate controls are configured to automatically restore lighting to full power when the zone or space is occupied NA C405.2.1.3 Occupant sensor For open plan office areas larger than 300 sf, controls - open plan indicate general lighting is provided with office areas vacancy controls that reduce lighting power by not less than 80% and are configured to turn luminaires 100% off when the space is unoccupied; indicate that no individual control zone area exceeds 600 sf C405.2.1.4 Occupant sensor Indicate parking garage general lighting is controls - parking provided with vacancy controls that reduce garages lighting power by not less than 30% and are configured to turn luminaires 100% off when no vehicles or pedestrians are present, unless eligible for an exception; indicate that no individual control zone area exceeds 3,600 sf NA C405.2.1.5 Occupant sensor Indicate stairway lighting is provided with controls - enclosed vacancy controls that reduce lighting power by fire -rated stairwells not less than 50% when the stairway in unoccupied YES C405.2.2.1 Automatic time Indicate spaces on plans where time switch switch controls controls turn luminaires 100% off during unoccupied hours NA Indicate spaces on plans where time switch controls are configured to turn on lighting to full power versus 50% power NA Indicate locations of override switches on plans and the lighting zone(s) served; indicate that the area(s) served by each override switch does not exceeds 5,000 sf YES C405.2.1, Digital timer switch Indicate digital timer switch control includes: Exception 3 manual on/off, time delay, audible and visual indication of impending time-out NA C405.2.4.2 Daylight zones - Indicate primary and secondary sidelit C405.2.4.3 Sidelit and toplit daylight zone floor areas on plans NA Indicate toplit daylight zone floor areas on plans NA For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone floor area) where daylight responsive controls are not required, provide fenestration area to daylight zone floor area calculation(s) Page 2110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.2.4 Daylight responsive Indicate on plans lighting zone(s) served by controls daylight responsive controls; indicate that the area served by each control device does not exceeds 2,500 sf NA Identify sidelit and toplit daylight zones that are not provided with daylight sensing controls and the exception(s) that apply NA C405.2.4.1.1 Daylight responsive Indicate on plans the lighting load reduction controls method (continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power) NA C405.2.4.1 Daylight responsive Indicate that daylight sensing controls are controls configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Identify spaces and lighting fixtures on plans Specific application that require specific application lighting lighting controls controls per this section NA C405.2.5, Display and accent Indicate on plans that manual controls are Item 1 lighting provided that control display, accent lighting and display case lighting independently from both general area lighting and other lighting applications within the same space NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods C405.2.5, Hotel/motel guest Indicate method of automatic control - Item 3 rooms vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5, Supplemental task Indicate method and location of manual and Item 1 lighting automatic shut-off control (occupant sensor or time switch) for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5, Lighting equipment Indicate on plans that lighting equipment for Item 1 for sale or sale or demonstration are controlled demonstration independently from both general area lighting and other lighting applications within the same space NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods NA C405.2.5, Lighting for non- Identify all eligible non -visual lighting Item 4 visual applications applications on plans; indicate that the area served by each control device does not exceeds 4,000 sf NA Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space Page 3110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5, Means of egress Identify on plans egress fixtures that function Item 5 lighting as both normal and emergency means of egress illumination NA Provide calculation of lighting power density of total egress lighting NA If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods NA Indicate method of automatic shut-off control NA C405.4.1 Lighting control of Indicate that exempt interior lighting C405.4.2 exempt interior equipment and lighting located within spaces lighting that are eligible for a lighting power exemption are controlled independently from non-exempt and general area lighting YES C405.2.6 Exterior lighting For decorative exterior lighting, indicate on A2.1 controls plans automatic daylight shut-off controls, or exception taken YES For exterior lighting that is not decorative, A2.1 indicate on plans automatic daylight or time - switch shut-off controls and setback controls; or indicate exception taken YES For lighting requiring setback controls, A2.1 include control sequence that reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor YES For building facade and landscape lighting, A2.1 indicate control sequence for shut-off control is based on dawn -to -dusk and business opening/closing schedule; indicate whether automatic or time switch controls will be provided for this function NA C405.5.2 Lighting control of Indicate that exempt exterior lighting and exempt exterior lighting located within exterior areas/surfaces lighting that eligible for a lighting power exemption are controlled independently from non- exempt exterior lighting NA C405.5.4 Exterior gas -fired Indicate ignition system is a method other lighting appliances then continuously burning pilot light NA C405.2.7 Area controls - Indicate location(s) of master control A2.1 Master control switch(es) intended to control multiple switches and circuit independent switches; circuit breaker may not power limit be used as a master control switch NA Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY CREDIT - ENHANCED INTERIOR LIGHTING CONTROLS Page 4110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C406.4 Enhanced digital To comply with additional efficiency credit, lighting controls indicate on plans that interior lighting fixtures are configured with all of the following control functions, as applicable: 1) Each fixture is individually addressed, or exception taken; 2) Fixtures are configured for continuous dimming; 3) No more than eight fixtures are controlled by a single daylight sensor; 4) In enclosed and open office areas, illumination levels of overhead general area lighting is configured to be individually adjusted by occupants Include calculations that demonstrate the total lighting power of all interior lighting fixtures configured with enhanced lighting controls is no less than 90% of the total interior lighting power for the area the enhanced lighting controls credit is being applied to INTERIOR LIGHTING POWER & EFFICACY YES C405.4.1 Total connected Include all luminaires in interior lighting A2.1 C405.4.2 interior lighting fixture schedule; indicate fixture types, lamps, power ballasts, and manufacturer's watts per fixture for the installed lamp YES Identify spaces eligible for lighting power A2.1 exemption on plans and in WSEC interior lighting compliance reports; indicate the exception applied YES Identify lighting equipment eligible for A2.1 lighting power exemption in fixture schedule and in WSEC interior lighting compliance reports; indicate the exception applied C405.1 Lighting in dwelling For all installed luminaires, include lamp type C405.1.1 units (multifamily) and number of lamps in lighting fixture schedule; for lamps that are not LED, T-8 or small diameter fluorescent, indicate efficacy of other lamp types is 65 lumens per watt or greater For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps INTERIOR LIGHTING POWER CALCULATION - INDICATE COMPLIANCE PATH TAKEN NO C405.4.2.1 Building Area Demonstrate that total proposed wattage per Method building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans; provide WSEC exterior lighting compliance reports Page 5110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C405.4.2.2 Space -By -Space Demonstrate that total proposed wattage does LIGHTING FORM Method not exceed maximum allowed wattage; identify locations of space types on plans, including retail display areas and areas with display, highlight and decorative lighting; provide WSEC exterior lighting compliance reports ADDITIONAL EFFICIENCY CREDITS - REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3.1 Reduced interior To comply with additional efficiency credit, C406.3.2 lighting power demonstrate that total connected interior density lighting wattage is 10% or 20% less than the total maximum allowed lighting wattage for the area the reduced lighting power credit is being applied to; indicate whether lighting power allowance is based on the building area method or space -by -space method; provide WSEC exterior lighting compliance reports C406.3 Reduced interior For project with dwelling units, to comply lighting power with additional efficiency credit indicate in density - dwelling lighting fixture schedule that lamps within unit lamp efficacy installed interior luminaires have an efficacy rating of at least 65 lumens per watt; include number of lamps and provide calculations that demonstrate at least 95% of lamps have this efficacy rating EXTERIOR LIGHTING POWER & EFFICACY YES C405.5.2 Total connected Include all luminaires in exterior lighting A2.1 exterior lighting fixture schedule; indicate fixture types, lamps, power ballasts, and manufacturer's watts per fixture for the installed lamp YES Identify exterior applications eligible for A2.1 lighting power exemption on plans and in WSEC exterior lighting compliance reports; indicate exception applied NA C405.5.3(1) Exterior lighting zone Indicate building exterior lighting zone as specified by the AHJ NA C405.5.1 Exterior building For building grounds fixtures rated at greater grounds lighting than 50 watts, indicate rated lamp efficacy (in lumens per watt) in fixture schedule EXTERIOR LIGHTING POWER CALCULATION YES C405.5.3 Tradable allowances Demonstrate that total proposed tradable LIGHTING FORM surface wattage does not exceed maximum allowed tradable surface wattage (including base site allowance); identify locations of tradable surfaces on plans; provide WSEC exterior lighting compliance reports Page 6110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES Demonstrate that proposed wattage per non- LIGHTING FORM tradable surface type does not exceed maximum allowed wattage per non -tradable surface type (including base site allowance remaining after tradable allowance calculation); identify locations of non -tradable surfaces on plans; provide WSEC exterior lighting compliance reports LIGHTING ALTERATIONS C503.6.1 Interior and parking Where _ 50% of existing luminaires in an garage lighting interior space or parking garage are replaced; fixture alterations indicate compliance path (building area or space -by -space method); include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path Where < 50% of existing luminaires in an interior space or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration Where _ 50% of existing exterior lighting wattage is replaced; include all new and existing -to -remain luminaires in WSEC exterior lighting compliance reports; indicate proposed total exterior lighting wattage does not exceed maximum allowed Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in WSEC interior exterior compliance reports; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration C503.6.2 Interior lighting Where new wiring is installed to serve new wiring and circuiting interior luminaires and /or luminaires are alterations relocated to a new circuit; indicate manual and automatic lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); light reduction (C405.2.3); daylight responsive (C405.2.4); specific application (C405.2.5) Where new wiring is installed to serve new exterior luminaires and /or luminaires are relocated to a new circuit; indicate automatic lighting controls are provided (C405.2.6) Page 7/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C503.6.3 Lighting panel Where a new interior and/or exterior lighting alterations panel is installed or an existing panel is moved (all new raceway and conductor wiring), indicate all applicable lighting controls requirements apply C503.6.4 Newly -created rooms Where interior space(s) is reconfigured (permanently installed walls or ceiling -height partitions) to create new enclosed spaces, indicate all applicable lighting controls requirements apply C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage C505.1 Change of interior Identify spaces on plans where the building space use area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) Indicate compliance method (building area or space -by -space); include all new and existing - to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES YES C405.10 Controlled Identify all controlled and uncontrolled A2.1 receptacles receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc YES Provide schedule that lists the number of A2.1 controlled and uncontrolled receptacles in each space where controlled receptacles are required - classrooms, private offices, open office areas, conference rooms, copy rooms, break rooms and modular partitions/workstations YES Indicate on plans the method of automatic A2.1 control for each controlled receptacle zone (occupant sensor or programmable time -of - day control); indicate that each zone served by a single controller does not exceed 5,000 sf C405.2.5, Switched receptacles Indicate method of automatic off control of Item 2 in sleeping units all switched receptacles in sleeping units (vacancy or key card control) C503.6.6 Electrical receptacle Where new receptacles are added or replaced alerations within an alteration project that is 5,000 sf or larger, indicate receptacles are provided with automatic controls per C405.10, or exception taken MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION Page 8/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C405.6 Electrical Include electrical transformer schedule on transformers electrical plans; indicate transformer type, size, efficiency, or exception taken C405.11 Feeders and branch Provide documentation that demonstrates circuits maximum voltage drop across feeders and branch circuits does not exceed 5% C405.7 Dwelling unit Indicate on electrical plans that each dwelling electrical energy unit in Group R-2 has a separate electrical consumption energy meter C405.8 Electric motor Include all motors, including fractional hp efficiency motors, in electric motor schedule on electrical plans; indicate motor type, horsepower, rpm, rated efficiency, or exception applied C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculations that demonstrate average efficacy is not less than 35 lumens per watt For elevators that do not have an integral air conditioning system, indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more C405.9.2 Escalators and Indicate escalators comply with ASME moving walks A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (CX) NA C408.4 Scope of electrical Indicate that all electrical systems power and lighting (receptacles, transformers, motors, vertical systems and horizontal transportation) for which the commissioning WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned NA Where total building lighting load is > 20 kW, or where total lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception NA C405.13 Commissioning Indicate Cx requirements in plans and C408.1.1 requirements in specifications for all applicable electrical and C408.1.2 construction lighting control systems per C408 C408.1.4.2 documents C 103.6.3 Page 9110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.1.2 Commissioning Include general summary of Cx plan per C408.1.2.1 requirements in C408.1.2 including: 1) Narrative description C408.1.4 construction of activities; 2) Responsibilities of the Cx C103.6.3 documents team; 3) Schedule of activities including verification of project close out documentation per C103.6; 4) Conflict of interest plan (if required) NA C408.1.2 Commissioning Include in general summary that a Cx project C408.1.4 requirements in report and Compliance Checklist (Figure C103.6.3 construction C408.1.4.1) shall be completed by the documents Certified Cx Professional and provided to the owner prior to the final electrical inspection NA C408.4.1 Functional Identify in plans and specifications the performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out Indicate in plans that project close out A2.1 documentation documentation is required including WSEC requirements lighting compliance reports that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities If "no" is selected for any question, provide explanation. Page 10/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Watson's Nursery Restroom - 2018 WSEC 32108 39th Ave S Federal Way, WA 98001 RECEIVED May 19 2022 CITY OF FEDERAL WACOMMUNITY DEVELOPMENT Date: 2022-05-04 Applies Code Section Code Provision Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE C103.1 Construction For a shell & core or tenant space (first build - documents - General out) project, indicate if there is no mechanical 7V scope included in the project. C103.1 Construction For an alteration project, indicate if there is documents - General no mechanical scope included in the project. PERFORMANCE CRITERIA & SYSTEM DESIGN NA C403.1 Exempt process Identify equipment used by manufacturing, equipment industrial or commercial processes that are not for space conditioning or maintaining comfort and amentities for occupants; identify provisions applicable to this equipment per C403.1 exception C403.1.1 HVAC total system For systems serving office, retail, library or performance ratio education occupancies, provide a TSPR report (TSPR) that demonstrates the proposed design ratio is equal to or greater than the standard reference design ratio, or exception applied NA C403.1.2 Calculation of heating Provide load calculations performed per and cooling loads ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery NA C403.1.3 Data centers Provide documentation that demonstrates that data center systems comply with the maximum allowed Design MLC and Annualized MLC per ASHRAE 90.4 with 2018 WSEC adjustments per climate zone NA C403.2.1 Zone isolation If there are HVAC zones that are intended to C403.4.2.2 be occupied non -simultaneously, identify isolation zone areas on plans; if multiple zones intended to be occupied simultanteously will be combined into a single isolation zone, include on plans that the combined zone area does not exceed 25,000 sf and does not include more than one floor; or exception applied NA Indicate locations of associated zone isolation dampers in HVAC distribution system NA Refer to HVAC Controls section in Requirements List for applicable automatic setback and shutdown controls requirements EQUIPMENT SELECTION & PERFORMANCE Page 1125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.1 Equipment and Indicate that output capacities of heating and system sizing cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions applied NA C403.3.2 HVAC equipment Provide equipment schedules on plans and in C403.9.1 performance WSEC mechanical equipment compliance requirements reports; indicate equipment type, calculated (efficiency) loads, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and ventilation air cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) NA C405.8 Electric motor List all motors _ 1/12 hp (that are not integral efficiency to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate motor type and applicable efficiency table, hp, rpm, number of poles and rated efficiency, or exception applied NA C403.3.2 Gas and oil -fired For forced air furnaces with capacity _ forced air furnace 225,000 Btu/h and all unit heaters, indicate in and unit heaters equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss NA C403.3.2.4 Packaged electric Verify all packaged electric equipment with > heating / cooling 6,000 Btu/h cooling capacity and any amount equipment of heating is a heat pump; include in equipment schedules NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for DX provide either multiple step unloading or cooling equipment continuous capacity modulation; indicate bypass capacity per Table C403.3.3 NA C403.3.2.5 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception applied C403.3.2 Hydronic equipment Refer to Requirements List section Hydronic Systems - Equipment Selection & Performance for selection criteria specific to chillers and boilers NA C403.9 Heat rejection Refer to Requirements List section Heat equipment Rejection Systems - Equipment Selection & Performance for selection criteria specific to cooling towers, dry coolers and condensers (air-cooled and evaporative) EQUIPMENT SELECTION & PERFORMANCE - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) Page 2125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5 C403.3.5.4 Dedicated outdoor air For buildings with occupancies required to systems comply with the DOAS provisions per Table C403.3.5, identify on plans all occupancies in the building and indicate which occupied spaces are required to have ventilation air delivered by a DOAS; or exception applied If natural ventilation exception is applied, identify these spaces on plans; indicate operable window area complies with IMC Section 402; provide documentation describing how required ventilation will be provided during all occupied hours, including during inclement weather If high efficiency VAV exception is applied, identify these spaces on plans; refer to Single Zone VAV section for Groups A-1, A-2 and A-3 occupancy classifications, or Multiple Zone VAV for other than Groups A-1, A-2 and A-3 (per Table C403.3.5) If compliance with the DOAS provisions is deemed to be impractical, provide documentation that demonstrates the alternate design strategy applied that achieves a comparable level of energy efficiency, as pre - approved by the AHJ Refer to Requirements List section after Multiple -Zone Air Systems for High Efficiency Multiple -Zone VAV Systems exception to C403.3.5 DOAS Refer to Requirements List section after High Efficiency Multiple -Zone Air Systems for High Efficiency Single -Zone VAV Systems exception to C403.3.5 DOAS C403.3.5.1 DOAS energy For all DOAS systems, indicate exhaust air recovery method and ER method and basis of rated effectiveness effectiveness (sensible or latent); indicate _ 60% sensible or _ 50% enthalpy ER effectiveness based on delta between outdoor air and return air enthalpies at design conditions; or exception applied If applying exception for DCV, identify occupant load in space and airflow control configured to reduce ventilation rate by 50% when occupancy is less than design occupancy C403.3.5.1 DOAS fan power For DOAS with total system fan hp < 5 hp, indicate total system fan power does not exceed 1 watt per cfm For DOAS with total system fan hp _ 5 hp, indicate total system fan power complies with fan power limitation per Section C403.8.1 Page 3125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5.2 Heating / cooling Indicate systems and equipment associated system controls with with the delivery of zone level heating and DOAS cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central eqiupment is configured to turn down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule C403.3.5.3 Decoupled DOAS Indicate method of delivery of DOAS supply supply air air to the occupied space (directly into space, downstream of terminal heating / cooling coils); or exception applied C403.6.1 Multiple zone DOAS For DOAS serving multiple zones, indicate controls configured to reduce the volume of outdoor air in each zone independently when the zone is unoccupied; or exception applied ADDITIONAL EFFICIENCY CREDITS - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) C406.6 DOAS For building occupancies not subject to the requirements of Section C403.3.5, to comply with this additional efficiency credit, provide calculations that demonstrate 90% or more of the total floor area of all occupied, conditioned spaces are served by a DOAS per C403.3.5 C406.7 High performance For all building occupancies, to comply with DOAS - Energy this additional efficiency credit, demonstrate recovery effectiveness and fan compliance with C406.6 power Indicate energy recovery sensible effectiveness of all DOAS is _ 80% For each system, indicate that total system fan power does not exceed 0.5 watts per cfm FANS AND FAN CONTROLS NA C403.8.1 Fan power limitation For all HVAC fan systems that provide heating and / or cooling and all DOAS, provide system total nameplate hp in equipment schedules on project plans NA For all applicable HVAC systems with total fan motor nameplate hp > 5hp, verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.8.1(1) NA Terminal units installed in conjunction with a DOAS (hydroninc heat pumps, VRF heat pumps, chilled/hot water terminal units, variable volume terminal units) shall be treated as independent air -handling units for purposes of fan power calculations Page 4125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.8.2 Motor nameplate hp For all applicable HVAC systems with total fan motor nameplate hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions applied NA C405.8 Fractional hp fan For all fractional hp fan motors (1/12 - 1 hp), motors indicate that motors comply with applicable WSEC efficiency tables; if motor type is not listed in an efficiency table, indicate whether fan has an electronically commutated motor, has motor rated efficiency of at least 70%, or exception applied NA C403.8.3 Fan efficiency For individual fans > 5hp, and multiple fans combined in series or parallel that operate as the functional equivalent of a single fan with a combined total motor hp > 5hp, indicate in equipment schedule that rated FEG for all applicable fans is _ 67, or exception applied; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency C403.8.4 Group R occupancy For all exhaust fans <_ 400 cfm in Group R exhaust fan efficacy occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception applied; refer to Table C403.8.4 NA C403.2.3 Variable flow For fan motors _ 7.5 hp, indicate method of capacity - fans variable flow control (VSD or equivalent method) in equipment schedule, or exception applied NA C403.8.5.1 Fan airflow control For DX air handling units with cooling capacity _ 42,000 Btu/h and evaporative and chilled water air handling units with fan 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) NA For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is < 66% of full speed drawing < 40% of full speed fan power during periods of low cooling or ventilation only Page 5125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is <_ 50% of full speed drawing <_ 30% of full speed fan power during periods of low cooling or ventilation only; or exception applied ADDITIONAL EFFICIENCY PACKAGE OPTION, MORE EFFICIENT HVAC EQUIPMENT & FAN PERFORMANCE - MUST COMPLY WITH ALL 3 PROVISIONS TO BE ELIGIBLE C406.2.1 HVAC system To comply with this additional efficiency selection credit, provide calculations that demonstrate (based on heating and cooling output capacity) that 90% or more of all HVAC equipment serving conditioned floor areas have a corresponding WSEC listed efficiency; or exception applied C406.2.2 Minimum equipment In addition to system selection requirement, efficiency indicate that all associated heating and cooling equipment have a rated efficiency for all equipment performance criteria (heating, cooling, full load, part load) that is at least 15% better than the listed WSEC efficiency; include specific equipment exceptions applied For systems required to provide a TSPR report per C403.1.1, demonstrate that the proposed design ratio is at minimum 10% higher than the standard reference design ratio For projects complying via weighted average efficiency exception, include calculations that demonstrate the overall average better than code efficiency of all equipment performance criteria for all equipment is _ 15%; indicate that all equipment has at least 5% better than code efficiency For systems serving low energy and semi - heated spaces, indicate that 90% or more of installed heating output capacity is provided by electric infrared or gas -fired radiant equipment for localized heating applications only C406.2.3 Minimum fan In addition to system selection and efficiency efficiency grade requirements, indicate rated FEG of all _ 1 hp (750 watt) stand alone supply, return and exhaust fans is _ 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency VENTILATION, EXHAUST & ENERGY RECOVERY YES C403.2.2.1 Ventilation Indicate method of ventilation air delivery A2.1 (natural or mechanical) for each zone Page 6125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com If mechanically delivered, indicate that ventilation systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception applied NA If delivered via natural ventilation, identify required elements per IMC including: minimum openable area to the outdoors or qualifying adjoining spaces; criteria for ensuring required ventilation is provided during all occupied hours of the year (including during inclement outdoor conditions) YES C403.2.2.2 Exhaust Indicate that exhaust systems are configured A2.1 to provide not more than 150% of, but at least the minimum required volume from each zone per IMC, or other applicable code (WAC, OSHA, etc); or exception applied NA C403.4.2.4 Exhaust system off- Refer to Requirements List section HVAC hour controls Controls for off -hour controls requirements for exhaust systems C403.3.6 Balanced ventilation For Group R-2 dwelling and sleeping units, for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilation system; indicate system is provided with energy recovery with 60% sensible recovery effectiveness C403.7.1 Demand controlled Identify spaces > 500 sf with occupant load _ ventilation 25 people/1,000 sf per IMC; for each space indicate whether it is served by an HVAC system with total design ventilation air > 3,000 cfm, and / or the system has airside economizer or automatic modulating outdoor air damper; indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception C403.7.2 Occupancy sensors For gyms, classrooms, auditoriums, conference rooms and other spaces with occupant load _ 25 people/1,000 sf per IMC, that have an area > 500 sf, indicate occupancy - based ventilation air control when space is unoccupied and method (closes outdoor air damper or shuts -off equipment); or alternate means provided to automatically reduce ventilation air when space is partially occupied; or exception applied C403.7.3 Ventilation air For ventilation air systems that operate in heating control conjunction with heating and cooling systems, indicate that ventilation air is tempered (via heating or heat recovery) to no greater than 60F when the space conditioning system is in cooling mode Page 7125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.4.2 Ventilation controls Refer to Requirements List section HVAC for Group R-1 Controls for Group R-1 temperature setback guestrooms and set-up controls Indicate method of ventilation and exhaust isolation for each guest room and automatic controls that are configured to turn off ventilation and exhaust airflow when each room is unoccupied C403.8.4 Group R occupancy Refer to Requirements List section Fans & exhaust fan efficacy Fan Controls C403.7.5 Enclosed loading For enclosed loading docks, indicate C403.7.5.1 dock ventilation ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) C403.7.5 Enclosed parking For enclosed parking garages, indicate C403.7.5.2 garage ventilation ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception applied C403.7.6 Ventilation / exhaust For systems with design ventilation air > systems energy 5,000 cfm, or design supply air cfm and % recovery ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations For rooms served by multiple systems with aggegate design ventilation air > 5,000 cfm, or aggregate design supply air cfm and % ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations Indicate energy recovery rated effectiveness that increases outdoor air enthalpy by _ 50% based on delta between outdoor air and return air enthalpies at design conditions C403.7.7.1.1 Kitchen exhaust hood Indicate on plans the type, duty, UL rating and C403.7.7.1.2 C403.7.7.1.3 system exhaust airflow rate of each kitchen hood Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air For hoods with make-up air drawn directly into the exhaust air cavity of each hood, indicate that replacement air does not exceed 10% of hood exhaust airflow rate For kitchens with total hood exhaust exceeding 2,000 cfm, indicate that each hood is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2; or exception applied Page 8125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For kitchens with total hood exhaust exceeding 2,000 cfm, indicate energy efficiency compliance method (demand ventilation, energy recovery, or transfer air that would otherwise be exhausted); or exception applied C403.7.7.2 Laboratory exhaust For buildings with total lab exhaust > 5,000 systems energy cfm, indicate method of energy recovery used recovery to pre -condition laboratory make-up air; energy recovery effectiveness (min 25°F increase in outside air temperature); or alternative method per exception (VAV exhaust, semi -conditioned makeup, or CERM calculation) NA C403.7.7.3 Transfer air For spaces where conditioned supply air is utilized as transfer air to balance mechanical exhaust, indicate basis of transfer airflow (supply required to meet loads, health/safety requirement, air that would normally be exhausted); or exception applied NA C403.7.8.1 Shutoff dampers for Indicate locations of outdoor air intake, C403.7.8.3 building isolation exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception applied (include leakage rating, cfm/sf) Indicate location of stairway and elevator hoistway shaft vent dampers on plans; verify dampers are Class 1 motorized; or exception applied C403.7.8.2 Shutoff dampers for Indicate locations of return air dampers that C403.7.8.3 return air are integral to airside economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) NA C403.7.8.4 Damper actuation Indicate automatic controls configured to close outdoor air intake, exhaust and relief outlet dampers during unoccupied equipment operation; not including economizer cooling, night flush or IMC required outdoor air / exhaust Indicate method of activation of stairway and elevator hoistway shaft vent dampers (fire alarm or interruption of power) C404.11.4 Exhaust system For buildings with pools or spas with water energy recovery for surface area > 200 sf, indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air, pool water or service hot water); or exception applied Indicate energy recovery system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by _ 36°F Page 9125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com HVAC CONTROLS C403.4.1 Thermostatic controls Indicate locations of thermostatic and (thermostats and humidity control devices and the zones they humidistats) serve on plans, including perimeter system zones Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA If applying Exception 3 for DOAS, indicate supply air temperature heating setpoint is <_ 65°F and cooling setpoint is _ 72°F, or method of supply air temperature reset NA C403.4.1.1 Heat pump Indicate staged heating operation with supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor lock -out temperature set to 40°F or less C403.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling NA C403.4.1.4 Heated or cooled Indicate thermostatic controls within heating vestibules or cooled vestibules with a heating setpoint <_ 60°F and cooling setpoint _ 85°F; indicate controls are configured to turn off heating when outdoor temperature is > 45°F; or note exception applied NA C403.4.1.4 Heated air curtains Indicate controls are configured to turn off air curtain heating when outdoor temperature is > 45°F Page 10125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.1.6 Door switches for Where doors open to the outdoors from a HVAC system conditioned space, indicate automatic controls thermostatic control configured to setback the HVAC system(s) when the door is open for > 5 minutes; indicate method of HVAC system setback control (turns off the HVAC system or resets the heating setpoint to 55°F and cooling setpoint to 85°F), or exception applied YES C403.4.2 Automatic setback Indicate zone thermostatic controls configured C403.4.2.1 and shutdown with required automatic setback and manual C403.4.2.2 override functions, setback temperatures, and control method (automatic time clock or 7 day programmable controls); note exceptions applied NA C403.4.2.3 Automatic (optimum) Indicate all HVAC systems are provided with start and stop automatic start and stop controls; indicate start controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy; indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air, or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving destratification fan conditioned spaces in all occupancies other system off -hour than Group R, indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems, or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than equipment boilers or radiant heaters with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control NA C403.4.7.1 Combustion Indicate controls that are configured to limit decorative vented operation of combustion appliance, fireplace appliance, and fire pit to < 1 hour without override, or combustion fireplace that occupancy sensor controls are provided and fire pit controls Page 11125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.4.1 Temperature setpoint For hotels / motels with over 50 guest rooms, controls for Group indicate automatic controls for HVAC R-1 guestrooms equipment serving guest rooms are configured to setback (heating) and set-up (cooling) temperature setpoint by at least 4°F when room is unoccupied, and adjust setpint to 60°F (heating) and 80°F (cooling) when room is unrented / vacated; indicate control method - activated by room entry, occupancy sensor or networked guestroom control system C403.7.4.2 Ventilation controls Refer to Requirements List section for Group R-1 Ventilation, Exhaust & Energy Recovery guestrooms C403.4.9 Thermostatic controls For primary space conditioning systems, C403.4.10 for Group R2 / R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non -primary system is provided units with at minimum an adjustable thermostat, or exception applied. For all thermostats indicate purpose (heating only, cooling only, or both) and required temperature range; indicate thermostats are configured for at minimum a 5°F deadband NA C403.4.11.1 DDC system Provide central and zone level DDC controls C403.4.11.2 applications, controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 NA Identify all DDC system input / output control points in project documents NA Indicate control capability includes monitoring zone and system level demand for fan pressure, pump pressure, heating and cooling; indicate capability to transfer demand information from zones to air / hydronic distribution system controllers, and to central plant systems and equipment controllers NA Indicate system has the capability for trending and graphically displaying input / output points NA C403.5.1 DX air handler For DX air handlers with cooling capacity _ variable cooling 65,000 Btu/h, indicate number of cooling control(Located stages provided and method (multiple under Integrated compressors and / or variable speed Economizer Control) compressors); indicate minimum displacement (capacity reduction) as % of full load; indicate thermostats are configured with the same number of cooling stages and displacement NA Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) DUCTWORK, SHAFTS AND PLENUMS Page 12125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.10.1.1 Duct construction Indicate on plans that all ductwork is C403.10.2 constructed and sealed per IMC NA For outdoor air ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC NA C403.10.2.1 Duct pressure Identify location of low, medium and high C403.10.2.2 classifications pressure ductwork on plans C403.10.2.3 NA C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing leakage test requirements on plans; provide test results to jurisdiction when completed NA C403.10.1.1 Duct insulation For outdoor air ductwork located within C403.10.1.2 conditioned space (upstream or downstream of shutoff damper), identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.1 on plans; or exception applied NA For supply and return air ductwork located within unconditioned space or outdoors, identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied NA For supply air ductwork located within conditioned space, identify on plans if design supply air temperature is < 550F or > 105°F; indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied NA For return and exhaust air ductwork located within conditioned space (upstream of the shutoff damper) and downstream of an energy recovery media, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied NA For exhaust and relief air ductwork located within conditioned space and downstream of the shutoff damper, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied NA C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums, indicate C402.1.3 insulation on plans that the R-value of insulation on these elements complies with Table C402.1.3 for steel -framed walls PIPING C403.10.3 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception applied C403.10.3.1 Protection of piping Indicate method of protection of pipe insulation insulation from damage / degredation on hydronic piping plans Page 13125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com ECONOMIZERS C403.5 Air economizer Identify all cooling systems requiring air required economizer controls in equipment schedules on plans and in WSEC mechanical equipment compliance reports Indicate all systems utilizing air economizer exceptions in WSEC mechanical equipment compliance report, including those with water- side economizer in lieu of air economizer; indicate on plans and in WSEC mechanical equipment compliance reports all eligible exception(s) taken and measures to comply with exception(s) C403.4.1 Integrated Indicate air and water -side economizers are C403.5.1 economizer operation configured for partial cooling operation even - air and water where additional mechanical cooling is required to meet the load For DX air handlers with single or multiple stages of mechanical cooling; indicate controls are configured with air economizer as the first stage of cooling Refer to Requirements List section HVAC Controls for additional requirements for DX air handlers C403.5.2 Economizer heating Verify control method of HVAC systems with system impact - air economizers does not increase building and water heating energy usage during normal operation C403.5.3.1 Air economizer Indicate modulating outdoor air and return air capacity dampers are configured to provide up to 100% outdoor air for cooling C403.5.1 Air economizer Indicate that economizer controls are C403.5.3.2 controls and configured to provide partial economizer integrated operation cooling when additional mechanical cooling is also required to meet the cooling load Indicate that control of economizer dampers is not based only on mixed air temperature; or exception applied for systems with cooling capacity <_ 65,000 Btu/h C403.5.3.3 Air economizer high Indicate high limit shut-off control method limit controls and required high limit per Table C403.5.3.3 C403.5.3.4 Relief of excess Refer to Requirements List section outdoor air Ventilation, Exhaust & Energy Recovery NA Indicate relief air outlets are sized and configured to relieve excess building air during air economizer operation to prevent building over -pressurization NA Indicate relief air outlet are located to avoid recirculation into the building Page 14125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.5.4.1 Water economizer For eligible systems where water -side capacity economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb outdoor air temperatures; indicate if threshold for 100% design cooling capacity via economizer must be lowered to 45°F db / 40°F wb due to dehumidification requirements C403.5.4.2 Water economizer Indicate that the pressure drop across maximum pressure precooling coils and heat exchangers in water drop economizer systems do not exceed 15 feet (4572 mm) C403.5.5 DX equipment For DX air handlers with economizer and economizer fault cooling capacity _ 54,000 Btu/h, provide a detection and fault detection and diagnostics (FDD) system diagnostics to monitor economizer system operation and report faults HYDRONIC SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE C403.3.2.1 Maximum air cooled For chilled water plants and buildings with > chiller capacity 500 tons of cooling capacity, indicate air- cooled chiller capacity is < 100 tons, or exception applied C403.6.7 Large capacity For buildings _ 300 tons of cooling capacity, cooling systems indicate method of multi -stage or variable capacity control (VSD, multiple staged compressors, or max capacity of any single unit C403.3.2.2 Non-standard water- For water-cooled centrifugal chillers not cooled centrifugal designed for operation at standard conditions, chillers provide calculations documenting maximum full load and part load rated equipment performance requirements C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for chillers provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.3.3 C403.4.3 Large capacity boiler For hydronic systems with only a single boiler C403.3.4 systems that has > 500,000 Btu/h input capacity, indicate multi -stage or modulating burner For boiler system (single or mulltiple) with > 1,000,000 Btu/h input capacity, indicate turndown ratio per Table C403.3.4 and method (multiple single input boilers, modulating boilers, or combination) C403.2.3 Variable flow For pump motors _ 7.5 hp, indicate method capacity - pumps of variable flow control (VSD or equivalent method) in equipment schedule, or exception applied HYDRONIC SYSTEMS - CONTROLS C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers Page 15125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.3.2 Two -pipe changeover systems Indicate changeover deadband is _ 15°F outdoor air temperature; indicate controls are configured so that heating / cooling modes are active for at minimum 4 hours before changeover and that the delta between heating / cooling supply temperatures at changeover point is C403.4.1.5 Heating water For boilers that provide building heating via temperature setback one- or two -pipe systems, indicate controls that provide heating water temperature setback based on outdoor temperature C403.4.4 Hydronic system part For heating and chilled water systems with _ load controls and 300,000 Btu/h output capacity, indicate supply -water system controls are configured to temperature reset automatically reset supply water temperature based upon demand; or exception applied Indicate automatic pump flow controls are configured to reduce system flow rate by _ 50%, or the maximum allowed by the equipment manufacturer, based upon the heating or cooling loads; or decribe why not required For hydronic systems with output capacity _ 300,000 Btu/h that serve heating water systems, chilled water systems and water- cooled unitary air conditioners, indicate that pumps are provided with a variable speed drive if one of the following conditions apply: 1) System pump motor hp is _ 2 hp and pumps are designed to operate continuously or per time schedule; 2) System pump motor hp is _ 7.5 hp and pumps are controlled by automatic DDC configured to only operate pumps when there is a call for zone heating or cooling Where variable speed drives are required, indicate system is configured so that pump motor power is < 30% of design wattage at 50% of design flow rate•, indicate pump flow is controlled to maintain one control valve nearly wide open, or to maintain a mimimum differential pressure; or exception applied C403.4.6 Hydronic system For individual pumps required to have variable pump flow variable speed controls, indicate manner of control pump speed control (differential pressure, static pressure setpoint, zone heating or cooling demand, or based on the relationship between variable speed controller fequency and power) C403.4.5 Chiller / boiler plant Indicate controls are configured to pump isolation automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use Page 16125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.3.3.1 Water loop heat Indicate method of water loop temperture pump - temperature control (central plant equipment controls are deadband configured to provide _ 20'F water supply temperature deadband between heat rejection and heat addition modes, or controls are configured for system loop temperature optimization C403.4.3.3.2 Water loop heat Indicate type of cooling tower (open- or pump - heat rejection closed-circuit) in equipment schedule; equipment indicate whether the cooling tower is used directly in the heat pump loop or in conjunction with a separate heat exchanger; indicate method used to limit system heat loss when heat rejection is not needed C403.4.3.3.3 Water loop heat For hydronic heat pump systems with total pump - isolation system power > 10 hp, indicate 2-way valves isolation valves on each heat pump and variable flow system control HEAT REJECTION SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE C403.9.1.3 Centrifugal fan open- For open -circuit centrifugal fan cooling circuit cooling towers towers with _ 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers HEAT REJECTION & RECOVERY - CONTROLS C403.9.1.1C Fan speed control For each fan powered by an individual motor 403.9.1.2 or array of motors, with total connected fan power _ 5 hp (including motor service factor), indicate method of automatic fan speed control (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device); verify fan selection provides <_ 30% design wattage at 50% design airflow For multiple -cell heat rejection equipment with VSD, indicate controls are configured to ramp all fans in unison (not staged on / off operation) C403.9.1.4 Cooling tower flow For open -circuit cooling towers configured turndown with multiple- or variable -speed condenser water pumps, indicate system is designed so all cells can be run in parallel; indicate method of condenser pump turn down control C403.9.2.1 Heat recovery for For buildings with 24-hour operation and > service water heating 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser heat recovery to pre- heat service water; or exception applied. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Page 17125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.9.2.2 Steam condensate For buildings with on -site steam heating systems he recovery systems, indicate condensate water heat recovery and use of recovered heat For buildings that use off -site generated steam where condensate is not returned to the source, indicate on -site condensate water heat recovery C403.9.2.3 Refrigeration For buildings with food service, meat or deli condenser heat departments that have _ 500,000 Btu/h of recovery remote refrigeration capacity for coolers / freezers, indicate condenser heat recovery and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with _ 40,000 sf conditioned floor area and _ 1,000,000 Btu/h of remote refrigeration capacity, indicate condenser heat recovery to pre -heat service water; indicate remaining recovered heat is applied to space heating or dehumidification reheating C403.9.2.4 Heat recovery for For buildings that operate > 70 hour per week, space heating that are not served by a DOAS with energy recovery, and have > 1,500,000 Btu/h of heat rejection capacity and _ 0.45 cfm per sf of design minimum supply airflow with reheat, indicate condenser heat recovery is provided for space heating that complies with Sections C403.9.2.4.1 or C403.9.2.4.2 or C403.9.2.4.4 C403.9.2.4.1 Water to water heat Indicate that 90% or more of the total C403.9.2.4.4 recovery building space heating and ventilation air design loads are served by heat energy rejected from either a heat recovery chiller or the cooling loop of water to water heat pump equipment C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from least 90% of the total building exhaust airflow such that leaving exhaust air temperature while in heat recovery mode is 55 deg F dry bulb; note exhaust air systems eligible for exception to this requirement C403.9.2.4.3 Process heat recovery In spaces with 5 watts per sf year-round cooling loads from lights and equipment, indicate these spaces are served by water- cooled equipment configured for heat recovery MULTIPLE ZONE AIR SYSTEMS If these spaces are served by economizer (air or water), indicate automatic controls are configured to disable economizer operation while system is in heat recovery mode Page 18125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.1 Air systems serving Identify supply air systems serving multiple multiple zones zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV C403.6.1 VAV air terminal Provide equipment schedules on plans that list primary supply all VAV air terminals and types (fan -powered airflow series and parallel air terminals, single duct and dual duct air terminals, etc) For each air terminal include: maximum primary supply airflow rates during zone peak heating and zone peak cooling; maximum terminal airflow during reheating, recooling or mixing; minimum ventilation airflow rate, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is the basis for minimum flow rates, provide this calculation on plans C403.6.2 Single duct VAV Indicate single duct terminal units are terminal units configured to reduce primary supply air before reheating or recooling C403.6.3 Dual duct systems - For systems with separate warm air and cool terminal units air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct C403.6.8C40 VAV system static - Indicate locations of duct static pressure 3.6.9 pressure sensors and sensors on plans; include at least one sensor DDC set points per major duct branch; verify controller setpoint pressure at each sensor is <_ 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic C403.6.4 VAV system supply Indicate controls automatically reset supply air reset air temperature in response to building loads or outdoor air temperature; or exception applied C403.6.5 Multiple -zone VAV For systems with zone level DDC controls, system ventilation indicate controls are configured to optimization controls automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception applied Page 19125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.6 Parallel fan powered Indicate controls automatically activate or VAV air terminals shut off the air terminal fan based on call for heating and / or ventilation; indicate controls are configured to activate the terminal fan as the first stage of heating prior to activating the hearing coil; indicate control method of primary air during warmup or temperature setback mode HIGH EFFICIENCY MULTIPLE -ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 15 PROVISIONS TO BE ELIGIBLE C403.6.10,Ite Minimum area served Indicate that each high efficiency multiple- m 1 and zoning zone VAV systems serves an area _ 3,000 sf and includes _ 5 zones C403.6.10, Air economizer Indicate system is configured for 100% air Item 2 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) C403.6.10, Direct digital controls Provide DDC controls for all components of Item 3 (DDC) system per C403.4.11 (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display C403.6.10, Supply and outdoor For systems with minimum required outdoor Items 4 and 5 airflow measurement air > 2,500 cfm, provide an airflow and control monitoring station that is configured to measure outdoor air intake under all load conditions; indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation efficiency (per C403.6.5 without exceptions) or and DCV (per C403.7.1) Provide a suppy airflow monitoring station that is configured to measure supply air delivered to VAV terminals under all load conditions C403.6.10,Ite Zone isolation and Verify maximum area served by a single VAV m 6 maximum area served system is < 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.1 C403.6.10, Interior / exterior Verify that VAV terminals serving interior Item 7 zone design supply air cooling driven loads are sized per a design temperature supply air temperature that is 5°F higher than VAV terminals serving exterior zones while in cooling mode C403.6.10, Maximum air Identify all air terminals with minimum Item 8 terminal inlet velocity primary airflow setpoints > 50% of maximum and fan power setpoint in mechanical equipment schedule for these air terminals indicate inlet velocity does not exceed 900 fpm Page 20125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.10,lte Maximum allowable For each multiple -zone VAV system, provide m 8 system brake calculations that verify total fan system bhp is horsepower < 90% of the total allowable fan system bhp per Option 2 equation in Table C403.8.1.1 C403.6. I O,Ite Fan -powered terminal Indicate all series and parallel fan -powered m 9 unit motor and terminals have electronically commutated control motors (ECM); indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation -only mode is < 66% of peak design air flow, or provide supporting documentation for applied exception C403.6.10, Application of single Indicate VAV terminal types on plans; verify Item 10 duct and fan -powered fan -powered terminal units only serve terminal units perimeter zones with envelope loads and interior zones with high occupant density and DCV per C403.7.1; verify all other zones are served by single duct terminal units C403.6.10, Fan -powered terminal Indicate DDC controls are configured to Item 11 unit primary air reset automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband mode, based upon the VAV air handling unit minimum ventilation air fraction C403.6.10,Ite Controls for high For zones > 150 sf with high occupant density m 12 occupant density (_ 25 people / 1000 sf), indicate zone is spaces served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by _ 5°F when space in unoccupied C403.6.10, Dedicated cooling For data centers and server, electronic Item 13 systems serving data equipment, telecom or similar spaces with centers and server, design cooling loads > 5 W/sf, indicate spaces electronic equipment are served by dedicated cooling systems that and telecom spaces are independent of the HPVAV systems serving the rest of building Indicate dedicated cooling systems are configured for 100% air economizer operation and comply with all related economizer requirements per C403.5 (without economizer exceptions), or heat recovery per C403.5, Exception 9 C403.6.10, Central plant Indicate whether systems are served by a high Item 14 efficiency efficiency heating water plant, or a high efficiency chilled water plant Page 21125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by a heating water system with either gas -fired boiler(s) with thermal efficiency (Et) _ 92%, air -to - water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is <_ 20% of the total plant capacity, or provide thermal storage sized for _ 20% of total plant capacity C403.6.10, Fault detection and Indicate DDC system includes automatic fault Item 15 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HIGH EFFICIENCY SINGLE -ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 8 PROVISIONS TO BE ELIGIBLE C403.12, Air economizer Item 1 C403.12, Direct digital controls Item 2 (DDC) C403.12,Item Outdoor airflow 3 measurement and control C403.12,Item Maximum allowable 4 system brake horsepower Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) Provide DDC controls for all components of system per C403.4.I I (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display For systems with minimum required outdoor air _ 1,000 cfm, provide an airflow monitoring station that is configured to measure outdoor air intake under all load conditions; indicate controls that adjust outdoor air cfm via DCV per C403.7.1 For each single -zone VAV system, provide calculations that verify total fan system bhp is <_ 90% of the total allowable fan system bhp per Option 2 equation in Table C403.8.1.1 C403.12, Supply airflow Provide controls that adjust supply airflow Item 5 control based on the heating and cooling loads; indicate control sequence that limits minimum fan speed to 30% of peak design airflow or required ventilation during unoccupied mode, whichever is less Page 22125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.12,item 6 Controls for high occupant density spaces For zones > 150 sf with high occupant density (_ 25 people / 1000 sf), indicate DCV control that resets ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by _ 5°F when space in unoccupied C403.12, High efficiency Indicate which system performance option is Item 7 system option applied - high efficiency DX cooling and heat pump or high efficiency gas heating; or heating coils served by a high efficiency heating water plant; or cooling coils served by high efficiency chilled water plant If complying via high efficiency DX: Indicate full load and part load rated cooling efficiency exceeds WSEC listed efficiency by at least 15%; if heating is supplied by a gas -fired furnace, indicate thermal efficiency (Et) is 90%; if system is a heat pump, indicate heating efficiency (HSPF or COP) exceeds WSEC listed efficiency by at least 10%; control of cooling and heating coil output shall be configured with a minimum of 2-stages or modulating If complying via high efficiency heating water plant: Indicate hydronic heating coils are served by a heating water system with either gas -fired boiler(s) with thermal efficiency (Et) _ 92%, air -to -water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand If complying via high efficiency chilled water plant: Indicate cooling coils are served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is 5 20% of the total plant capacity, or provide thermal storage sized for _ 20% of total plant capacity C403.12, Fault detection and Indicate DDC system includes automatic fault Item 8 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all HPVAV single -zone air systems EXTERIOR HEATING SYSTEMS C403.11.1 Heating outside a building Indicate systems providing heating in non - enclosed outdoor occupied spaces are radiant systems Page 23125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied C403.11.2 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50oF and no precipitation is falling, and when outdoor air temperature exceeds 40°F C403.11.3 Freeze protection Indicate automatic controls to shut off system system controls when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing HVAC EQUIPMENT ENERGY USE METERING C409.3.1 HVAC equipment For new buildings > 50,000 sf and building energy use metering additions > 25,000 sf, verfiy energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING (CX) C408.1 Scope of mechanical For buildings with _ 240,000 Btu/h total systems output cooling capacity or _ 300,000 Btu/h commissioning total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibilty for exception Indicate that all systems, equipment and controls for which the WSEC requires control functions and / or configuration to perform specific functions are included in the Cx scope C408.1.1 Commissioning Indicate in plans and specifications that Cx C408.1.4.1 requirements in per C408 is required for all applicable construction mechanical systems documents Include general summary that includes at minimum: narrative description of activites, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C 103.6, and conflict of interest plan (if required) Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.1) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Page 24125 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2022 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C408.1.2.2 Functional Identify in plans and specifications the performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing -to -remain systems C408.2.2 Air system and Indicate in plans that air and fluid flow rates hydronic system shall be tested and balanced within the balancing tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions C408.2.2.1 Air system balancing Indicate devices that provide the capability to devices balance all supply air outlets, zone terminals and air handling equipment requiring system balancing C408.2.2.2 Hydronic system Indicate devices that provide the capability to balancing devices isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps; or exception applied PROJECT CLOSE OUT DOCUMENTATION YES C103.6 Documentation and Indicate in plans that project close out project close out documentation and training of building submittal operations personnel is required for all requirements mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC mechanical equipment compliance reports and calculations Page 25125 RECEIVED 5 CTURAL ENGINEER NG RAFTING May 19 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT STRUCTURAL CALCULATIONS RESTROOM for WATSON'S NURSERY 32108 39TH AVE S FEDERAL WAY, WA 98001 PROJECT NO: 450.008.211 DATED: APRIL 25, 2022 tiy` F WAS c y °x AlishM 53660 a K_ =; �ACISi �� Ben. s'4j�NAL� By: Alisha K. Bracken, P.E. These calculations pertain to the specific structure and location noted above and are the exclusive property of K Squared Egineering LLC. Their use or publication shall be retricted for use solely with respect to this project. The structural engineering calculations shall not be used in part or in whole by the client, or others, for other projects, additions to this project or for completion of this project by others. PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 S CTURAL ENGINEER IVG RAFTING DATE: 04/25/2022 ril PAGE: 2 of 31 DESIGN CRITERIA 1 - STRUCTURAL DESIGN IS BASED ON THE 2018 INTERNATIONAL RESIDENTIAL AND BUILDING CODE 2• WIND SPEED: 97 MPH EXPOSURE: C (ULTIMATE) SEISMIC DESIGN CATEGORY D 3. Roof trusses to be designed by truss manufacturer. Truss calculations and layouts must be provided to the engineer of record prior to construction for review and approval 4. All rolled steel shapes and plates shall be per ASTM A36 except W shapes shall be ASTM A992 5. Lumber, UNO shall be: 2x & 4x Framing - DFL #2 grade, 6x Framing - DFL #1 grade 6. Glulaminated Beams: 24F-V4 DF/DF (28F-V8 DF/DF at Cantilever and continous beams). Laminated Veneer Lumber (LVL) Beams: Microllam 2.0E or equal 7. Wood Structural Panels: Plywood or Oriented Strand Board 8. Anchor Bolts: ASTM F1554-36 9. Connection Harware: Simpson Strong -tie Structural Connectors or ICC Approved Equal 10. Concrete: Minimum Compressive Strength of 2500 psi @ 28 days 11. Cement for all concrete shall be Type II 12. Reinforcing Steel: ASTM A615, Grade 60 or ASTM A706, Grade 60 (welded reinforcing) 13. Foundations are designed for 1500psf allowable soil bearing pressure 14. Shear wall materials, nailing and connections shall be be the shear wall schedule 15. Inspection shall be per the governing jurisdiction 16. Special Inspection shall be per Section 1705 of the IBC PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 sp, CTURAL ENGINEER NG ❑RAFTING ROOF LOAD METAL ROOF 3.00 15/32" SHEATHING 1.60 ROOF TRUSSES/JOISTS 3.00 INSULATION (R30 BATT) 2.70 1/2" GYPSUM 2.20 M, E & MISC. 2.50 DL LL SNOW 15.00 20.00 30.00 EXTERIOR WALLS 2X6 @16" OC FRAMING 2.17 1/2" GYPSUM 2.20 WALL INSULATION 1.00 SIDING 3.50 MISC. 3.13 DL 1 12.00 DATE: 04/25/2022 PAGE: 3of31 FLOOR LOAD PROJECT NAME: WATSON'SNURSERY PROJECT NO: 450.008.211 5 CTURAL ENGINEER NG RAFTING DATE: 04/25/2022 PAGE: 4 of 31 HIP GIRDER 4 A4.0 /1 SISrEREG 2X6, TYll a m., 2x6. TYP 4>rq }r Jt 1l /a 1� LOND J3ENA rorure 1 I I �•6• 1 P1 a u RB1 �L JACKS 6•6• P, r k x I _2.3 _ zx,z®za•otr I _ THJH26 HGR �w THJA26 HGR ��v „C -- 1 •b • LSSR26 HGR, c+N n TVP UNO G f 1 ��; I � 6•6• +� z 12x6) R — — — — - z) 2x6) B 1 F. 0ss. e••o• to IROOF SHEAn 11 • 4T. r ' /2X8L SHEKI ,. 5 • UPATFATQIrwi b b b �• NORTH ROOF. FRAMING PLAN I 11 l PROJECT NAME: WATSON'S NURSERY PROJECT No: 450.008.211 S CTURAL ENGINEER MG RAFTING DATE: 04/25/2022 PAGE: 5of31 BEAM LABEL: R131 MAilow= 2720 lb-ft 59% M = 1,616 Ib-ft OK GRADE: DFL#2 Co = 1.15 VAllow = 3002 lb 33% V = 995 Ito OK SIZE: (2)2X8 Ct = 1.00 LL Defl Allow = 360 Max LL Deflection = 0.05 in = L / 1645 OK LENGTH (ft)= 6.50 lu = 6.50 TL Defl Allow = 240 Max TL Deflection = 0.08 in = L / 967 OK Roof Tributary = 6.00 ft Alt Roof DL = psf Long Term Creep Factor, Ku = 1.0 Floor Tributary = 0.00 ft Alt Roof LL = psf Addt'I Load Wall Tributary = 3.00 ft Alt Floor DL = psf to Post Ibs Source Additional Load = 0.00 plf Alt Floor LL = psf Left Post: 2x6 DFL#2 0 OK Left Reaction Dead: 410 Ibs PoL = lb Lx 9.0 Ly 2.0 ft Live: 585 Ibs PLL = lb Right Post: 2x6 DFL#2 0 OK Right Reaction Dead: 410 Ibs aPoint Load = ft Lx 9.0 ft Ly 2.0 ft C Live: 585 Ibs SOURCE: a/b BEAM LABEL: MAilow = 1475 lb-ft 0% M = 0 lb-ft OK GRADE: DFL#2 Co = 1.00 VAilow = 1980 lb 0% V = 0 lb OK SIZE: (2)2X6 Ct = 1.00 LL Defl Allow = 360 Max LL Deflection = 0.00 in = N/A OK LENGTH (ft)= 1.00 I, = 1.00 TL Defl Allow = 240 Max TL Deflection = 0.00 in = N/A OK Roof Tributary = 0.00 ft Alt Roof DL = psf Long Term Creep Factor, K. = 1.0 Floor Tributary = 0.00 ft Alt Roof LL = psf Addt'I Load Wall Tributary = 0.00 ft Alt Floor DL = psf to Post Ibs Source Additional Load = 0.00 plf Alt Floor LL = psf Left Post: 2x6 DFL#2 0 OK Left Reaction Dead: 0 Ibs PpL = lb Lx 9.0 Ly 2.0 ft Live: 0 Ibs PLL = lb Right Post: 2x6 DFL#2 0 OK Right Reaction Dead: 0 Ibs aPoint Load _ ft Lx 9.0 ft ly 2.0 ft C Live: 0 Ibs SOURCE: a/b BEAM LABEL: MAilow = 1475 lb-ft 0% M = 0 lb-ft OK GRADE: DFL#2 Co = 1.00 VAllow = 1980 lb 0% V = 0 lb OK SIZE: (2)2X6 Ct = 1.00 LL Defl Allow = 360 Max LL Deflection = 0.00 in = N/A OK LENGTH (ft)= 1.00 lu = 1.00 TL Defl Allow = 240 Max TL Deflection = 0.00 In = N/A OK Roof Tributary = 0.00 ft Alt Roof DL = psf Long Term Creep Factor, Ku = 1.0 Floor Tributary = 0.00 ft Alt Roof LL = psf Addt'I Load Wall Tributary = 0.00 ft Alt Floor DL = psf to Post Ibs Source Additional Load = 0.00 plf Alt Floor LL = psf Left Post: 2x6 DFL#2 0 OK Left Reaction Dead: 0 Ibs PpL = 0.00 lb Lx 9.0 l( 2.0 ft Live: 0 Ibs PLL = 0.00 lb Right Post: 2x6 DFL#2 0 OK Right Reaction Dead: 0 Ibs aPoint Load = 0.00 ft Lx 9.0 ft Ly 2.0 ft C Live: 0 Ibs SOURCE: a/b BEAM LABEL: MAllow = 1475 lb-ft D% M = 0 Ib-ft OK GRADE: DFL#2 Co = 1.00 VAllow = 1980 lb 0% V = 0 lb OK SIZE: (2)2X6 Ct = 1.00 LL Defl Allow = 360 Max LL Deflection = 0.00 in = N/A OK LENGTH (ft)= 1.00 I, = 1.00 TL Defl Allow = 240 Max TL Deflection = 0.00 in = N/A OK Roof Tributary = 0.00 ft Alt Roof DL = psf Long Term Creep Factor, KQ = 1.0 Floor Tributary = 0.00 ft Alt Roof LL = psf Addt'I Load Wall Tributary = 0.00 ft Alt Floor DL = psf to Post Ibs Source Additional Load = 0.00 plf Alt Floor LL = psf Left Post: 2X6 DFL#2 0 OK Left Reaction Dead 0 Ibs PpL = 0,00 lb Lx 9.0 Ly 2.0 ft Live: 0 Ibs PLL = 0.00 lb Right Post: 2X6 DFL#2 0 OK Right Reaction Dead 0 Ibs apoinlLoad = 0.00 ft Lx 9.0 ft Ly 2.0 ft C Live: 0 Ibs SOURCE: a/b PROJECT NAME WATSON'S NURSERY e,O PROJECT NO: 450.008.211 5 CTURAL ENGINEER MG RAFTING DATE: 04/25/2022 PAGE: 6of31 - - - Wood Beam Project File: watson.ec6 1 _ I LIC# : KW-06012622, Build:20,22.3.31 K Squared Engineering LLC (c) ENERCALC INC 1983-2021 DESCRIPTION: HIP CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Fb + 900.0 psi E : Modulus of Elasticity Load Combination ASCE 7-16 Fb - 900.0 psi Ebend- xx 1,600.Oksi Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species Douglas Fir -Larch Fc - Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral -torsional buckling 2x6 Span = 2.120 ft Applied Loads Beam self weight calculated and added to loading Loads on all spans... s 2x6 Span = 5.650 ft Service loads entered. Load Factors will be applied for calculations Varying Uniform Load: D= 0.0150->0.0750, Lr- 0.020->0.10, S= 0.030->0.150 k/ft, Extent = 0.0 - > 7.770 ft DESIGN SUMMARY • Maximum Bending Stress Ratio - 0.687. 1 Maximum Shear Stress Ratio - 0.346 : 1 Section used for this span 2x6 Section used for this span 2x6 fb: Actual = 924.11 psi fv: Actual - 71.70 psi Fb: Allowable - 1,345.50psi Fv: Allowable - 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 3.156ft Location of maximum on span - 5.208ft Span # where maximum occurs - Span # 2 Span # where maximum occurs = Span # 2 Maximum Deflection Max Downward Transient Deflection 0.064 in Ratio = 1053 > 360 Span: 2: S Only Max Upward Transient Deflection -0.061 in Ratio = 828 >=360 Span: 2: Lr Only, LL Comb Run (L*) Max Downward Total Deflection 0.097 in Ratio = 696 >=180 Span: 2: +D+S+H Max Upward Total Deflection -0.093 in Ratio = 548 > 180 Span: 1 : +D+S+H Maximum Forces & Stresses for Load Combinations _Loadl Combination Max Suess Ratios Moment Values ear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb Fb V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.075 0.144 0.90 1.300 1.00 1.00 1 00 1.00 1.00 0.05 79.32 1053.00 0.13 23.31 162.00 Length = 5.650 ft 2 0.298 0.150 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.20 313.61 1053.00 0.13 24.33 162.00 +D+L+H, LL Comb Run (*L) 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.068 0.129 1.00 1.300 1.00 1.00 1 00 1.00 1.00 0.05 79.32 1170.00 0.13 23.31 180.00 Length = 5.650 ft 2 0.268 0.135 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.20 313.61 1170.00 0.13 24.33 180.00 +D+L+H, LL Comb Run (L*) 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.068 0.129 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1170.00 0.13 23.31 180.00 Length = 5.650 ft 2 0.268 0.135 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0,20 313.61 1170.00 0.13 24.33 180.00 +D+L+H, LL Comb Run (LL) 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.068 0.129 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1170.00 0.13 23.31 180.00 PROJECT NAME: WATSON'S NURSERY G/Z�;%"" PROJECT NO: 450.008.211 5 CTURAL ENGINEER NG DRAFTING DATE: 04/25/2022 PAGE: 7of31 Wood Beam Project File: watson.ec6 - LIQ0 : KW06012622, Buffif,2-0-22.3.3 I K Squared Engineering LLC (c) ENERCALC INC 1983-2M DESCRIPTION: HIP Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length = 5.650 ft 2 0.268 0.135 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.20 313.61 1170.00 0.13 24.33 180.00 +D+Lr+H, LL Comb Run (*L) 1.300 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 2.120 ft 1 0.054 0.228 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1462.50 0.28 51.21 225.00 Length = 5.650 ft 2 0.522 0.257 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.48 764.11 1462.50 0.32 57.88 225.00 +D+Lr+H, LL Comb Run (L*) 1.300 1 00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.121 0 112 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.11 176.58 1462.50 0.14 25.28 225.00 Length = 5.650 ft 2 0.186 0.112 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.17 272A3 1462.50 0.14 25.28 225.00 +D+Lr+H, LL Comb Run (LL) 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.121 0 236 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.11 176.58 1462.50 0.29 53.18 225.00 Length = 5.650 ft 2 0.493 0.248 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.45 720.61 1462.50 0.31 55.91 225.00 +D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2 120 ft 1 0.167 0 329 1.15 1.300 1.00 1.00 1.00 1 00 1.00 0.14 225.21 1345.50 0.37 68.12 207.00 Length = 5.650 ft 2 0.687 0.346 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.58 924.11 1345+50 0.39 71.70 207.00 +D+0.750Lr+0.750L+H, LL C( 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.054 0.197 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1462.50 0.24 44.23 225.00 Length = 5.650 ft 2 0.445 0.220 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.41 651.43 1462.50 0.27 49.49 225.00 +D+0.750Lr+0.750L+H, LL C( 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.104 0.110 1.25 1,300 1.00 1.00 1.00 1.00 1.00 0.10 152.27 1462.50 0.14 24.79 225.00 Length = 5.650 ft 2 0.193 0.110 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.18 282.42 1462.50 0.14 24.79 225.00 +D+0.750Lr+0.750L+H, LL Ci 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.104 0.203 1.25 1,300 1.00 1.00 1.00 1.00 1.00 0.10 152.27 1462.50 0.25 45.71 225.00 Length = 5.650 ft 2 0.423 0.213 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.39 618.86 1462.50 0.26 48.01 225.00 +D+0.750L+0.750S+H, LL Cc 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.140 0.275 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.12 188.74 1345.50 0.31 56.92 207.00 Length = 5.650 ft 2 0.573 0.289 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.49 771.49 1345.50 0.33 59.86 207.00 +D+0.750L+0.750S+H, LL Cc 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.140 0.275 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.12 188.74 1345.50 0.31 56.92 207.00 Length = 5.650 ft 2 0.573 0.289 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.49 771.49 1345.50 0.33 59.86 207.00 +D+0.750L+0.750S+H, LL Cc 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.140 0.275 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.12 188.74. 1345.50 0.31 56.92 207.00 Length = 5.650 ft 2 0.573 0.289 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.49 771.49 1345.50 0.33 59.86 207.00 +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.042 0.081 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1872.00 0.13 23.31 288.00 Length = 5.650 ft 2 0.168 0.084 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.20 313.61 1872.00 0.13 24.33 288.00 +D+0.750Lr+0.750L+0.450W 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.042 0.154 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1872.00 0.24 44.23 288.00 Length = 5.650 ft 2 0.348 0.172 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.41 651.43 1872.00 0.27 49.49 288.00 +D+0.750Lr+0.750L+0.45OW 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.081 0.086 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.10 152.27 1872.00 0.14 24.79 288.00 Length = 5.650 ft 2 0.151 0.086 1 60 1.300 1.00 1.00 1.00 1.00 1.00 0.18 282.42 1872.00 0.14 24,79 288.00 +D+0.750Lr+0.750L+0.45OW 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.081 0.159 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.10 152.27 1872.00 0.25 45.71 288.00 Length = 5.650 ft 2 0.331 0 167 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.39 618.86 1872.00 0.26 48.01 288.00 +D+0.750L+0.750S+0.450Wi 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.101 0.198 1.60 1 300 1.00 1.00 1.00 1.00 1.00 0.12 188.74 1872.00 0.31 56.92 288.00 Length = 5.650 ft 2 0.412 0208 1.60 1.300 1.00 1.00 1 00 1.00 1.00 0.49 771.49 1872.00 0.33 59.86 288.00 +D+0.750L+0.750S+0.450Wi 1.300 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2 120 ft 1 0.101 0.198 1 60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 188.74 1872.00 0.31 56.92 288.00 Length = 5.650 ft 2 0.412 0.208 1.60 1.300 1.00 1.00 1.00 1.00 1,00 0.49 771.49 1872.00 0.33 59.86 288.00 +D+0.750L+0.750S+0.450Wi 1.300 1.00 100 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2 120 ft 1 0.101 0.198 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 188.74 1872.00 0.31 56.92 288.00 Length = 5.650 ft 2 0.412 0.208 1.60 1.300 1.00 1.00 1 00 1.00 1.00 0.49 771.49 1872.00 0.33 59.86 288.00 +0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.025 0.049 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.03 47.59 1872.00 0.08 13.99 288.00 Length = 5.650 ft 2 0.101 0.051 1.60 1.300 1.00 1.00 1 00 1.00 1.00 0.12 188.16 1872.00 0.08 14.60 288.00 +D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.120 ft 1 0.042 0 081 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.05 79.32 1872.00 0.13 23.31 288.00 Length = 5.650 ft 2 0.168 0.084 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.20 313.61 1872.00 0.13 24.33 288.00 +D+0.750L+0.750S+0.5250E 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 PROJECT NAME WATSON'S NURSERY PROJECT NO: 450.008.211 S CTURAL ENGINEER NG RAFTING DATE: 04/25/2022 PAGE: 8of31 Wood Beam Project File: watson.ec6 IC3� ItW 06012622, 8uitd:20.22,3.31 k Squared Eriginasdng L: (c) ENMCALC INC 19V-202: DESCRIPTION: HIP Maximum Forces & Stresses for Load Combinations Load Combination -Max Stress Ratios Segment Length Span # M V Cd CF/V C i Cr Cm Length = 2.120 ft 1 0.101 0.198 1.60 1.300 1.00 1.00 1.00 Length = 5.650 ft 2 0.412 0.208 1.60 1.300 1.00 1.00 1.00 +D+0.750L+0.750S+0.5250E 1.300 1.00 1 00 1.00 Length = 2.120 ft 1 0.101 0.198 1 60 1.300 1.00 1.00 1.00 Length = 5.650 ft 2 0.412 0.208 1 60 1.300 1.00 1.00 1 00 +D+0.750L+0.750S+0.5250E 1.300 1.00 1 00 1.00 Length = 2.120 ft 1 0.101 0.198 1.60 1.300 1.00 1.00 1.00 Length = 5.650 ft 2 0.412 0208 1.60 1.300 1.00 1.00 1 00 +0.60D+0.70E+H 1.300 1.00 1.00 1.00 Length = 2.120 ft 1 0.025 0.049 1 60 1.300 1.00 1.00 1.00 Length = 5.650 ft 2 0.101 0.051 1.60 1.300 1.00 1.00 1.00 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span 1 0.0000 0.000 +D+S+H 2 O.0974 2.935 Vertical Reactions Moment as ueV C t CL M fb F'b 1.00 1.00 0.12 188.74 1872.00 1.00 1.00 0.49 771.49 1872.00 1.00 1.00 0.00 1.00 1.00 0.12 188.74 1872.00 1.00 1.00 0.49 771.49 1872.00 1.00 1.00 0.00 1.00 1.00 0.12 188.74 1872.00 1.00 1.00 0.49 771.49 1872.00 1.00 1.00 0.00 1.00 1.00 0.03 47.59 1872.00 1.00 1,00 0.12 188.16 1872.00 Load Combination +D+S+H Support notation : Far left is #1 Load Combination Support 1 Support 2 Support 3 vera M-AXimum 0.571 0.492 Overall MINimum 0.374 0.325 +D+H 0.197 0.167 +D+L+H, LL Comb Run (*L) 0.197 0.167 +D+L+H, LL Comb Run (L*) 0.197 0.167 +D+L+H, LL Comb Run (LL) 0.197 0.167 +D+Lr+H, LL Comb Run (*L) 0.369 0.395 +D+Lr+H, LL Comb Run (L*) 0.273 0.156 +D+Lr+H, LL Comb Run (LL) 0.446 0.384 +D+S+H 0.571 0.492 +D+0.750Lr+0.750L+H. LL Comb Run (* 0.326 0.338 +D+0.750Lr+0.750L+H, LL Comb Run (L 0.254 0.159 +D+0.750Lr+0.750L+H, LL Comb Run (L 0.384 0.330 +D+0.750L+0.750S+H, LL Comb Run (*L 0.477 0.411 +D+0.750L+0.750S+H, LL Comb Run (L* 0.477 0.411 +D+0.750L+0.750S+H, LL Comb Run (LL 0.477 0.411 +D+0.60W+H 0.197 0.167 +D+0.750Lr+0.750L+0.450W+H, ILL Comb 0.326 0.338 +D+0.750Lr+0.750L+0.450W+H, LL Comb 0.254 0.159 +D+0.750Lr+0.750L+0.450W+H, LL Comb 0.384 0.330 +D+0.750L+0.750S+0.450W+H, LL Comb 0.477 0.411 +D+0.750L+0.750S+0.450W+H, LL Comb 0.477 0.411 +D+0.750L+0.750S+0.450W+H, LL Comb 0.477 0.411 +0.60D+0.60W+0.60H 0.118 0.100 +D+0.70E+0.60H 0.197 0.167 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.477 0.411 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.477 0.411 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.477 0.411 +0.60D+0.70E+H 0.118 0.100 D Only 0.197 0.167 Lr Only, LL Comb Run (*L) 0.173 0.228 Lr Only, LL Comb Run (L*) 0.076 -0.011 Lr Only, LL Comb Run (LL) 0.249 0.217 S Only 0.374 0.325 H Only Shear Values V fv F'v 031 5692 288.00 0.33 59.86 288.00 0.00 0.00 0.00 0.31 56.92 288.00 0.33 59.86 288.00 0.00 0.00 0.00 0.31 56.92 288.00 0.33 59.86 288.00 0.00 0.00 0.00 0.08 13.99 288.00 0.08 14.60 288.00 Max. "+" Defl Location in Span -0.0926 0.000 0.0000 0.000 Values in KIPS PROJECT NAME WATSON'S NURSERY PROJECT N O : 450.008.211 DATE: 04/25/2022 S CTURAL ENGINEER NG DRAFTING PAGE: 9 of 31 I Wood Beam Project File: watson.ec6 LICt1: KW-06012622. 6_UC1d:20-22.3.31 _ K Squared Engineering LLC (c) ENI"RCALC INC 1983.202: DESCRIPTION: GIRDER CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb + 900.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - 900.0 psi Ebend- xx 1,600.Oksi Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species Douglas Fir -Larch Fc - Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing Completely Unbraced D(0-19-Qpt Z4-Rp(S(9&jq(0.374) D 0-030 0-048(0,060) 421 2-2x12 - Span = 0-0 ft Applied Loads _Service loads entered. Load Factors will be applied for calculations Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.0150, Lr = 0.020, S = 0.030 ksf, Tributary Width = 2.0 ft Point Load : D = 0.1970, Lr = 0.2490, S = 0.3740 k @ 3.750 ft, (HIP) Point Load : D = 0.1970, Lr = 0.2490, S = 0.3740 k @ 4.250 ft, (HIP) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.549: 1 Maximum Shear Stress Ratio = 0.187 : 1 Section used for this span 2.2x12 Section used for this span 2-2x12 fb: Actual = 553.67psi fv: Actual = 38.64 psi Fb: Allowable = 1,008.49psi Fv: Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.000ft Location of maximum on span = 7.066ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.034 in Ratio = 2826 >=360 Span: 1 : S Only Max Upward Transient Deflection 0 in Ratio = 0 <360 n/a Max Downward Total Deflection 0.053 in Ratio = 1818 > 180 Span: 1 : +D+S+H Max Upward Total Deflection 0 in Ratio = 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios dues S er ar Va ues Segment Length Span # M V Cd CFN C i Cr Cm C t C L M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.247 0.085 0.90 1.000 1.00 1.00 1.00 1,00 0.98 1,04 196.70 795.17 0.31 13.84 162.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.223 0.077 1.00 1.000 1.00 1.00 1.00 1.00 0.98 1.04 196.70 881.03 0.31 13.84 180.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.398 0.135 1.25 1.000 1 00 1.00 1.00 1-00 0-97 2.29 434.45 1092.47 0.68 30.36 225.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 097 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0 549 0.187 1 15 1.000 1.00 1.00 1.00 1.00 097 2.92 553.67 1008.49 0.87 38.64 207.00 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 0.97 000 0.00 0.00 0.00 Length = 8.0 ft 1 0.343 0.117 1.25 1.000 1.00 1.00 1,00 1.00 0-97 1.98 375.01 1092.47 0.59 26.23 225.00 PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 1p, CTURAL ENGINEER NG RAFTING DATE: 04/25/2022 PAGE: 10of31 l Wood Beam - Project File: watson.ec6 _ LICq : KN!-9&012522,13ttfICl:2i3,22.3.31 K Squared Engineering LLC [aJ ENERCALC I NG 1983.202; DESCRIPTION: GIRDER Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN C i Cr +D+0.750L+0.750S+H 1.000 1.00 1.00 Length = 8.0 ft 1 0.461 0.157 1.15 1.000 1.00 1.00 +D+0.60W+H 1.000 1.00 1.00 Length = 8.0 ft 1 0.143 0 048 1.60 1.000 1.00 1 00 +D+O 70E+H 1.000 1 00 1 00 Length = 8.0 ft 1 0.143 0.048 1.60 1 000 1.00 1.00 +D+0.75OLr+0.750L+0.45OW 1.000 1.00 1.00 Length = 8.0 ft 1 0 272 0.091 1.60 1.000 1 00 1.00 +D+0.750L+0.750S+0.450W 1 1 000 1.00 1.00 Length = 8 0 ft 1 0.337 0.113 1.60 1.000 1.00 1 00 +D+0.750L+0.750S+0.5250E 1.000 1 00 1.00 Length = 8.0 ft 1 0.337 0 113 1.60 1.000 1.00 1.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 Length = 8.0 ft 1 0.086 0.029 1.60 1.000 1.00 1.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 Length = 8.0 ft 1 0.086 0.029 1.60 1.000 1.00 1.00 Overall Maximum Deflections Moment Values Shear Values_ Cm C t CL M fb F'b V fv F'v 1.00 1.00 0.97 0.00 0.00 0.00 0.00 1.00 1.00 0,97 2,45 464.43 1008.49 0.73 32,44 207.00 1 00 1 00 0.97 0.00 0.00 0.00 0.00 1.00 1.00 0.96 1.04 196.70 1378.63 0.31 13.84 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 1 00 0.96 1.04 196.70 1378.63 0.31 13.84 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 1.00 0.96 1,98 375.01 1378.63 0.59 26.23 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 1.00 0,96 2.45 464.43 1378.63 0.73 32.44 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1 00 1.00 0.96 2.45 464.43 1378,63 0.73 32.44 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 1.00 0.96 0.62 118.02 1378.63 0.19 8.30 288.00 1.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 1.00 0,96 0.62 118.02 1378.63 0.19 8.30 288.00 Load Combination Span Max. "" Defl Location in Span Load Combination +D+S+H Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60 W +H +D+0.70E+H + D+0.750 L r+0.75 0 L+0.450 W+ H +D+0.750 L+0.750 S+0.450W+H +D+0.750L+0.750S+0.5250 E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only S Only H Only 0.0528 4.029 Support notation Support 1 Support 2 0.960 0.960 0.614 0.614 0.346 0.346 0.346 0.346 0.755 0.755 0.960 0.960 0.653 0.653 0.807 0.807 0.346 0.346 0.346 0.346 0.653 0.653 0.807 0.807 0.807 0.807 0.208 0.208 0.208 0.208 0.346 0.346 0.409 0.409 0.614 0.614 Far left is #1 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS 77 S CTURAL ENGINEER NG RAFTING Wood Beam PROJECT NAME: WATSON'SNURSERY PROJECT NO: 450.008.211 DATE: 04/25/2022 PAGE: 11 of31 LICV : KW-M012622, Build:20. 22.3.31 K Squared Engineering DESCRIPTION: JACK CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Fb + 900.0 psi Load Combination ASCE 7-16 Fb - 900.0 psi Fc - Prll 1,350.0 psi Wood Species Douglas Fir -Larch Fc - Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0 psi Beam Bracing Beam is Fully Braced against lateral -torsional buckling 2x6 Span = 4.0 ft Project File: watson.ec6 (c) ENERCALC INC 1983-202T, E : Modulus of Elasticity Ebend-xx 1,600.Oksi Eminbend - xx 580.Oksi Density 31.210pcf 2x6 Span = 2.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.0150, Lr = 0.020, S = 0.030 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.2% 1 Maximum Shear Stress Ratio = 0.166 : 1 Section used for this span 2x6 Section used for this span 2x6 fb: Actual = 291.29psi fv: Actual = 34.26 psi Fb: Allowable = 1,345.50psi Fv: Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.000ft Location of maximum on span = 3.553ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.015 in Ratio = 3154 > 360 Span: 2: Lr Only, LL Comb Run (*L) Max Upward Transient Deflection -0.011 in Ratio = 4332 > 360 Span: 2: Lr Only, LL Comb Run (L*) Max Downward Total Deflection 0.019 in Ratio = 2592 -180 Span: 2: +D+Lr+H, LL Comb Run (*L) Max Upward Total Deflection -0.008 in Ratio = 6162 -180 Span: 2 : +D+Lr+H, LL Comb Run (L*) Maximum Forces & Stresses for Load Combinations 'Load Combination Max Stress Ratios Values Shear Values - Segment Length Span # M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.096 0.073 0.90 1.300 1 00 1.00 1.00 1.00 1.00 0.06 100.88 1053.00 007 11.87 162.00 Length = 2.0 ft 2 0.096 0.073 090 1,300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1053.00 0.05 11.87 162.00 +D+L+H, LL Comb Run (*L) 1.300 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 000 Length = 4.0 ft 1 0.086 0.066 1.00 1,300 1.00 1.00 1.00 1+00 1.00 0.06 100.88 1170.00 0.07 11.87 180.00 Length = 2.0 ft 2 0.086 0.066 1.00 1.300 1.00 1 00 1.00 1.00 1.00 0.06 100.88 1170.00 0.05 11.87 180.00 +D+L+H, LL Comb Run (L*) 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.086 0.066 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1170.00 0.07 11.87 180.00 Length = 2.0 ft 2 0.086 0.066 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1170.00 0.05 11.87 180.00 +D+L+H, LL Comb Run (LL) 1.300 1 00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.086 0.066 1.00 1.300 1.00 1 00 1.00 1.00 1.00 0.06 100.88 1170.00 0.07 11.87 180.00 Length = 2.0 ft 2 0.086 0.066 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1170.00 0.05 11.87 180.00 (' PROJECT NAME WATSON'S NURSERY �J e PROJECT NO: 450.008.211 DATE: 04/25/2022 SP, CTURAL ENGINEER NG DRAFTING PAGE: 12 of 31 Wood Beam Project File: watson.ec6 IC# : KW-06012622, 8uild.2-0.22.3.31 K Squared Engineering LLC (c) ENERCALC ING 1983-20Z DESCRIPTION: JACK Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment a ues - S�iearya u Segment Length Span # M v Cd CEN Ci Cr Cm C t CL M fb F'b v fv F'v +D+Lr+H, LL Comb Run ('L) 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.156 0.089 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.14 227.82 1462.50 0.11 20.13 225.00 Length = 2.0 ft 2 0.156 0.089 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.14 227.82 1462.50 0,11 20.13 225.00 +D+Lr+H, LL Comb Run (L') 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.123 0.103 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.11 180.17 1462.50 0.13 23.16 225.00 Length = 2.0 ft 2 0.069 0.103 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1462.50 0.05 23.16 225.00 +D+Lr+H, LL Comb Run (LL) 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.156 0.119 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.14 227.82 1462.50 0.15 26.80 225.00 Length = 2.0 ft 2 0.156 0.119 1.25 1.300 1 00 1.00 1.00 1.00 1.00 0.14 227.82 1462.50 0.11 26.80 225.00 +D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.216 0.166 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0,18 291.29 1345.50 0.19 34.26 207.00 Length = 2.0 ft 2 0.216 0.166 1.15 1.300 1 00 1.00 1.00 1.00 1.00 0.18 291.29 1345.50 0.14 34.26 207.00 +D+0.750Lr+0.750L+H, LL C( 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.134 0.077 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1462.50 0.10 17.32 225.00 Length = 2.0 ft 2 0.134 0.077 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1462.50 0.10 17.32 225.00 +D+0.750Lr+0.750L+H, LL C( 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.102 0.090 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.09 148.89 1462.50 0.11 20.34 225.00 Length = 2.0 ft 2 0.069 0.090 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1462.50 0.05 20.34 225.00 +D+0.750Lr+0.750L+H, LL Ci 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.134 0.103 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1462.50 0.13 23.06 225.00 Length = 2.0 ft 2 0.134 0.103 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1462.50 0.10 23.06 225.00 +D+0.750L+0.750S+H, LL Cc 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.16 28.66 207.00 Length = 2.0 ft 2 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.12 28.66 207.00 +D+0.750L+0.750S+H, LL Cc 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.16 28.66 207.00 Length = 2.0 ft 2 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.12 28.66 207.00 +D+0.750L+0.750S+H, LL Cc 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.16 28.66 207.00 Length = 2.0 ft 2 0.181 0.138 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1345.50 0.12 28.66 207.00 +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.054 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1872.00 0.07 11.87 288.00 Length = 2.0 ft 2 0.054 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1872.00 0.05 11.87 288.00 +D+0.750Lr+0.750L+0.45OW 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.105 0.060 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1872.00 0.10 17.32 288.00 Length = 2.0 ft 2 0.105 0.060 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1872.00 0.10 17.32 288.00 +D+0.750Lr+0.750L+0.45OW 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.080 0.071 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.09 148.89 1872.00 0.11 20.34 288.00 Length = 2.0 ft 2 0.054 0.071 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1872.00 0.05 20.34 288.00 +D+0.750Lr+0.750L+0.45OW 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.105 0.080 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1872.00 0.13 23.06 288.00 Length = 2.0 ft 2 0.105 0.080 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 196.09 1872.00 0.10 23.06 288.00 +D+0.750L+0.750S+0.450Wi 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.130 0.100 1.60 1.300 1.00 1.00 1,00 1.00 1.00 0.15 243.69 1872.00 0.16 28.66 288.00 Length = 2.0 ft 2 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.12 28.66 288.00 +D+0.750L+0.750S+0.450W� 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.130 0.100 1.60 1.300 1,00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.16 28.66 288.00 Length = 2.0 ft 2 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.12 28.66 288.00 +D+0.750L+0.750S+0.450W� 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 4 0 ft 1 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1,00 0.15 243.69 1872.00 0.16 28,66 288.00 Length = 2 0 ft 2 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.12 28.66 288.00 +0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.032 0.025 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 60.53 1872.00 0.04 7.12 288.00 Length = 2.0 ft 2 0.032 0.025 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 60.53 1872.00 0,03 7.12 288.00 +D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.054 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1872.00 0.07 11.87 288.00 Length = 2.0 ft 2 0.054 0,041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.06 100.88 1872.00 0.05 11.87 288.00 +D+0.750L+0.750S+0.5250E 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.16 28.66 288.00 PROJECT NAME: WATSON'S NURSERY (% PROJECT NO: 450.008.211 S . CTURAL ENGINEER NG 6AFTING DATE: 04125/2022 PAGE: 13of31 Wood Beam Project He: watson.ec13 LIC#: K�V-(]fi012S22, BuIId:P0.22.3.3� K Squared Engineering LLC (c) ENERCALC INC 1983-202� DESCRIPTION: JACK Maximum Forces & Stresses for Load Combinations Load Combination Max Stress a ios Comb �IUomeVa Shear Values Segment Length Span # M V Cd CFIV C i Cr Cm C.t CL. M fb F'b V fv F'v Length = 2.0 ft 2 0.130 0.100 1:80 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243,69 1872.00 0.12 28.66 288.00 +D+0.750L+0.750S+0.5250E 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.16 28.66 288.00 Length = 2.0 ft 2 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243,69 1872.00 0.12 28.66 288.00 +D+0.750L+0.750S+0.5250E 1.300 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.15 243.69 1872.00 0.16 28.66 288.00 Length = 2.0 ft 2 0.130 0.100 1.60 1.300 1.00 1.00 1.00 1,00 1.00 0.15 243.69 1872.00 0.12 28.66 288.00 +0.60D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.032 0.025 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 60.53 1872.00 0.04 7.12 288.00 Length = 2.0 ft 2 0.032 0.025 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0,04 60.53 1872.00 0.03 7.12 288.00 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr+H, LL Comb Run (L*) 1 00092 1.922 0.0000 0.000 +D+Lr+H, LL Comb Run (*L) 2 0.0185 2.000 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.138 0.413 Overall MINimum 0.090 0.270 +D+H 0.048 0.143 +D+L+H, LL Comb Run (*L) 0.048 0.143 +D+L+H, LL Comb Run (L*) 0.048 0.143 +D+L+H, LL Comb Run (LL) 0.048 0.143 +D+Lr+H, LL Comb Run (*L) 0.028 0.243 +D+Lr+H, LL Comb Run (L*) 0.128 0.223 +D+Lr+H, LL Comb Run (LL) 0.108 0.323 +D+S+H 0.138 0.413 +D+0.750Lr+0.750L+H, LL Comb Run (* 0.033 0.218 +D+0.750Lr+0.750L+H, LL Comb Run (L 0.108 0.203 +D+0.750Lr+0.750L+H, LL Comb Run (L 0.093 0.278 +D+0.750L+0.750S+H, LL Comb Run (*L 0.115 0.346 +D+0.750L+0.750S+H, LL Comb Run (L* 0.115 0.346 +D+0.750L+0.750S+H, LL Comb Run (LL 0.115 0.346 +D+0.60W+H 0.048 0.143 +D+0.750Lr+0.750L+0.450W+H, LL Comb 0.033 0.218 +D+0.750Lr+0.750L+0.450W+H, LL Comb 0,108 0.203 +D+0.750Lr+0.750L+0.450W+H, LL Comb 0.093 0.278 +D+0.750L+0.750S+0.450W+H, LL Comb 0.115 0.346 +D+0.750L+0.750S+0.450W+H, LL Comb 0.115 0.346 +D+0.750L+0.750S+0.450W+H, LL Comb 0.115 0.346 +0.60D+0.60W+0.60H 0.029 0.086 +D+0.70E+0.60H 0.048 0.143 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.115 0.346 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.115 0.346 +D+0.750L+0.750S+0.5250E+H, LL Comb 0.115 0.346 +0.60D+0.70E+H 0 029 0.086 D Only 0.048 0.143 Lr Only, LL Comb Run (*L) -0.020 0.100 Lr Only, LL Comb Run (L*) 0.080 0.080 Lr Only, LL Comb Run (LL) 0.060 0.180 S Only 0.090 0.270 H Only Simpson Strong -Tie® Wood Construction Connectors , 51MPSDN LSSR 450.008.211 5trongTie 04/25/2022 The patent -pending LSSR light slopeable/skewable rafter hanger is the next generation of field -adjustable rafter hangers. One of its key features is that it can be installed after the rafter has been tacked into place. A versatile hanger, it is field adjustable for skews up to 45' and features an innovative hinged swivel seat which adjusts up to a 45' slope. New models are now available for 2x lumber. Features: • Makes it possible to install after the rafters are already in place • Flange design allows for easy skew adjustment, from 0' to 45' • Swivel seat adjusts easily from 0' to 45' up or down Material: See table Finish: ZMAX® coating Installation: • Use all specified fasteners; see General Notes • Limit on -center spacing of rafters and joists with LSSR210-27 and LSSR41 OZ to 14" o.c, minimum; for the LSSR26Z, LSSR28Z and LSSR210Z, limit on -center spacing to 8" o.c. minimum, • For a common rafter: - Slide hanger into position; adjust seat and install seat nails - Make sure side stirrups are snug close to the joist, bend lines are plumb - Install a face nail on each side to hold in place - Install all round and obround holes on the header and joist • For jack rafters: - Fold acute side forward - Slide hanger into position; adjust seat and install seat nails - Make sure hanger is snug close to the joist, bend line is plumb - Install obround nails on acute side, both header and joist - Make sure hanger is snug close to the joist and header; bend line is plumb - Install joist nails on obtuse side - Bend obtuse side flange back so that header flange is flush against header - Install header nails Codes: See p.11 for Code Reference Key Chart Typical Sloped and Skewed LSSR Installation { to 45' `] LSSR26Z p 'o a n ' Z2== pa r P •. a u LSSR210-2 r (LSSR410Zsimilar) 1 US Patent Pending slope to 45` ��+ 1 i� Ridge fIle _Y/ beam r � f depth f LSSR H a � o 2' max. �? I LSSR Installation on Minimum Depth Beam OFor more information and to watch an installation video, go to strongtie.comAssr 118 SimpsonStrong ... Constniction Connectors LSSR 450.008.211 04/25/2022 Slopeable/Skewable Rafter Hanger (conf)Of 31 i These products are available with additional corrosion protection. For more information, see p. 14 Dimensions Fasteners Allowable Loads (in.) (in.) Actual Joist Model DF/SP Species Header SPF/HF Species Header Code Width No. �a' r Ref. Roof Roof m. ( ) W H A Face Joist Uplift Floor UPlift Floor (160) (100) Snow Const. (160) (100) Snow Const. (115) (125) 1 (115) (125) Sloped Oirdy, Hangers LSSR26Z 5% (12) 0,148 x 21h (8) 0.148 x 11h 460 1,065 1,065 1,065 395 915 915 915 11/2 18 1'Ac, 21h LSSR28Z 71/e (14) 0.148 x 21/2 (10) 0.148 x 11h 785 1.405 1,405 1,405 675 1,210 1,210 1,210 IBC, LSSR21OZ 91A (14) 0.148 x 2% (10) 0.148 x 11h 785 1,405 1,405 1,405 675 1,210 1,210 1,210 FL, LA 3 LSSR210-2Z 16 3'/e 815/is 5'A (22) 0.162 x 21h (18) 0.162 x 21h 695 2,365 2,365 2,365 600 2,035 2,035 2,035 3% LSSR41OZ 16 3% 815 6 51/e (22) 0.162 x 21/2 (18) 0.162 x 2Y2 695 2,365 2,365 2,365 600 2,035 2,035 2,035 Skewed H.anpera,e. r.Sloped and,Skewed Hangers. (7) 0.148 x 11/2 460 760 760 760 395 655 1 655 655 LSSR26Z 5% (11) 0.148 x 21h 11/2 LSSR28Z 18 1 %6 2% (13) 0,148 x 21h 7Ya (8) 0.148 x 11h 785 925 925 925 675 795 795 795 IBC, LSSR21OZ 91A (13) 0.142 x 21/2 (8) 0.148 x 11/2 785 1,150 1,150 1,150 675 990 990 990 FL, LA 3 LSSR210-2Z 16 31A 819,s 51A (20) 0.162 x 21h (13) 0.162 x 21h 1,810 1,810 1,810 6D0 1,555 1,555 1,555 31/2 LSSR410Z 16 3% 8Z/1s 51A (20) 0.162 x 21/2 (13) 0.162 x 21h1,810 H695 1,810 1,810 600 1,555 1.555 1,555 1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 2. For slope -only installations, the four triangle holes may be filled for an allowable roof download of 3,015 lb. for DF/SP and 2,595 lb. for SPF/HF for LSSR 16GA. 3. Roof loads are 12596 of floor loads unless limited by other criteria. Floor bads may be adjusted for load durations according to the code provided they do not exceed those in the roof column. 4.On the acute side of the skewed LSSR hanger, fill obround holes only, 5. Fasteners: Nail dimensions are listed diameter by length. See pp. 21-22 for fastener information. Hanger installed after rafter is tacked in place - 0 - 45° Typical LSSR Installation (compound miter cut) GG� Typical LSSR 2x Installation Between 0° and 45' Skew (compound miter cut plumb cut similar) Hanger installed on joist or header before rafter is installed Alternate LSSR Installation (plumb cut) 1 11E SimpsonStrong ... Construction Connectors THJA26/LTHJA26 450.008.211 04/25/2022 Multiple Truss Hip/Jack Hanger 16 of 31 1�E�RFD This product is preferable to similar ? connectors because of (a) easier installation, (b) higher loads, (c) lower installed cost, or A. a combination of these features. 4 The versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. The LTHJA26 is a lighter -capacity version of the THJA26 and offers the lowest -cost alternative for light hip/jack load applications. Material: THJA26 - 14 gauge; LTHJA26 - 18 gauge Finish: Galvanized Installation: • Use all specified fasteners; see General Notes. • All multiple members must be fastened together to act as a single unit. • Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. • LTHJA26 only: 0.148' x 1112" nails must be installed into bottom of hip members through bottom of hanger seat for table loads. Options: • These hangers cannot be modified Codes: See p. 11 for Code Reference Key Chart Mrala�pA V.- Ord THJA26 Top View Top View Left -Hand Right -Hand Hip Hip Installation Installation siv Typical THJA26 Installation (LTHJA26 similar) or LTHJA26 US Patent 7,913,472 Working point Top View Terminal Hip without Center Common Jack Model No. Carried Member Combination Fasteners (in.) Carrying Hip (each) Jack Member (20) (7) (4) 0.148 x 3 0.148 x 11/2 0.148 x 11h Carried Member DF/SP Floor (100) Allowable Loads I Uplift (160) SPF/HF Allowable Loads Floor Snow Roof Wind (100) (115) (125) (160) 710 1 710 710 710 Code Ref. � Uplift (160) Snow Roof Wind (115) i (125) (160) 845 845 945 LTHJA26 Side hip and centerlack Hip 220 845 185 Jack 75 280 280 280 280 65 235 235 235 235 Hip and jack 295 1,125 1,125 1,125 1,125 250 945 945 945 945 Double (terminal) hip (20) 0.148 x 3 (7) 0.148 x 11/2 _ Hip (each) 285 630 630 630 630 240 530 530 530 530 )SC, Two hips 565 1,260 1.260 1,260 1,260 475 1,060 1.060 1,060 1,060 THJA26 Side hip and center jack (20) 0,162 x 31/2 (6) 0.148 x 11h (4) 0.148 x 11h Hip 685 1,890 2,130 2,205 2,205 575 1 1,590 1,790 1,850 1,850 FL Jack 230 630 710 735 735 195 530 595 615 615 Hip and jack 915 2,520 2.840 •2.940 1 21940 770 2,115 2,385 2,470 2,470 Double (terminal) hip (20) 0.162 x 31h (6) 0.148 x 11/2 _ Hip (each) 460 1.260 1,420 1,470 1,470 385 1,060 1,195 1,235 Two hips 915 2,520 2,840 2,940 2,940 770 2,115 2,385 2,470 L247'0 1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6), use 0.148" x 1 /z nails and use 0.67 of the table value. For (2) 2x4 carrying members, multiply the download by 0.50. 4. Tabulated hip and jack allowable loads assume that 75% of the total load is distributed to the hip and 25% to the jack. It is permitted to distribute 65% to 85% of the tabulated total load to the hip, and the remaining percentage of total load to the jack. The combined hip and jack load may not exceed the published Total Load. 5. Truss chord cross -grain tension may limit allowable loads in accordance with ANSVrPI 1-2014. Simpson Strong -Tie" Connector Selector' software includes the evaluation of cross -grain tension in its hanger allowable bads. For additional information, contact Simpson Strong Tie. 6, Fasteners: Nail dimensions are listed diameter by length. See pp. 21-22 for fastener information. 1 211 (' WATSON'S NURSERY �J ef2 450.008.211 S CTURAL ENGINEER NG RAFTING DA 0417 of 312 PA( 17of31 CITC Hazards by Location Search Information Seattle okeomono 0 Address: 32108 39th Ave S, Federal Way, WA 98001, 433 ft USA Snoqualm Pass Coordinates: 47.31415750000001,-122.2839967 Tacoma Elevation: 433 ft Shelton 0Pu Puyallup p Ti mestamp: 2022-02-24T20:20:46.643Z i ai Olympia Hazard Type: Seismic n C7 "o gle Map data ©2022 Google Reference ASCE7-16 Document: Risk Category: II Site Class: D Basic Parameters Name Value Description SS 1.309 MCER ground motion (period=0.2s) St 0.449 MCER ground motion (period=1.0s) SMS 1.309 Site -modified spectral acceleration value SMI * null Site -modified spectral acceleration value SDS 0.873 Numeric seismic design value at 0.2s SA Spy * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1 Site amplification factor at 0.2s FV * null Site amplification factor at 1.0s CRS 0.912 Coefficient of risk (0.2s) CRC 0.898 Coefficient of risk (1.0s) PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 DATE: 04/25/2022 SP, CTURAL ENGINEER NG RAFTING � PAGE: 18of31 rVA U.554 IVIULG peaK ground acceleration FPGA 1.1 Site amplification factor at PGA PGAM 0.609 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.309 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.435 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.892 Factored deterministic acceleration value (0.2s) S1RT 0.449 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.5 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.646 Factored deterministic acceleration value (1.0s) PGAd 0.664 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. PROJECT NAME WATSON'SNURSERY PROJECT No: 450.008.211 A�91 DATE: 04/25/2022 SP, CTURAL ENGINEER ING RAFTING PAGE: 19of31 L1TC Hazards by Location Search Information Address: 32108 39th Ave S, Federal Way, WA 98001, USA Coordinates: 47.31415750000001,-122.2839967 Elevation: 433 ft Timestamp: 2022-02-24T20:19:42.467Z Hazard Type: Wind ASCE 7-16 ASCE 7-10 MRI 10-Year 67 mph MRI 10-Year MRI 25-Year 73 mph MR125-Year MRI 50-Year 78 mph MR150-Year MRI 100-Year 82 mph MRI 100-Year Risk Category I 92 mph Risk Category I Risk Category II 97 mph Risk Category II Risk Category III 104 mph Risk Category III -IV Risk Category IV 108 mph Shelton Col Olympia IiGo. glee 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph 115 mph Seattle oKeamona _o 433 ft Snoqualm It Pass Tacoma oPuyallup Q Map data ©2022 Google ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without PROJECT NAME WATSON'SNURSERY PROJECT NO: 450.008.211 DATE: 04/25/2022 SP, CTURALENGINEER NG 1)RAFTING PAGE: 20of31 ASCE 7-16 Wind Forces, Chapter 27, Part 1 Project File: watson.ec6 LIC# : KW-06012622, Build:20.22.2.9 iK Squared Engineering LLC (c) ENERCALC INC 1983-202; WATSON'S NURSERY RESTROOM Basic Values Risk Category 2 per ASCE 7-16 Table 1.5-1 Horizontal Dim. in North -South Direction (B or L) 20.0 ft V : Basic Wind Speed 97.0 Horizontal Dim. in East-West Direction (B or L) 8.0 ft Kd : Directionality Factor 0.850 per ASCE 7-16 Table 26.6-1 h : Mean Roof height = 12.0 ft Exposure Category per ASCE 7-16 Section 26.7 Topographic Factor per ASCE 7-16 Sec 26.8 & Figure 26.8-1 North : Exposure C East : Exposure C North : K1 = K2 = K3 = Kzt = 1.000 South : Exposure B West: Exposure B South: K1 = K2 = K3 = Kzt = 1.000 East: K1 = K2 = K3 = Kzt = 1.000 Building Period & Flexibility Category West: K1 = K2 = K3 = Kzt = 1.000 User has specified the building frequency is - 1 Hz, therefore considered RIGID for both North -South and East-West directions. Building Story Data hi StoryHt ER:X ER:X Level Description ft ft ft ft 1 ST 12.00 12.00 0.000 Gust Factor For wind coming from direction indicatec North = 0.850 South = 0.850 East = 0.850 West = 0.850 Enclosure Check if Building Qualifies as "Q�`�n" North Wall South Wall East Wall Agross ft^2 ft^2 ft^2 Aopenings ft^2 ft^2 ft^2 Aopenings >= 0.8' Agross ' Yes Yes Yes West Wall ft^2 ft^2 Yes Roof Total ft^2 0.0 ft^2 ft^2 0.0 ft"2 All four Agross values must be non -zero Building as"t7�as"t7 North Elevation : Determine Enclosurg Qlgigsification per ASCE Section 26.12 Reference area = smaller of 4 sq. ft. or 1 % c = 0.0 ft^2 Is Ao > 1.10 " Ac = No Aoi = Ao-total - Ac = 0.0 ft^2 Is Ao > Reference Are = No Agi = Ag-total - Ac = 0.0 ft^2 Is Aoi / Agi >= 0.20 ' = Yes Aoi / Agi = 0.0 Building is "Enclosed" when the North wall receives positive external pressure South Elevation : Determine Enclosure Cla sif a ion er ASCE Section 26.12 Reference area = smaller of 4 sq. ft. or 1 % c = 0.0 ft^2 Is Ao > 1.10 ' Ac = No Aoi = Ao-total - Ac = 0.0 ft^2 Is Ao > Reference Are = No Agi = Ag-total - Ac = 0.0 ft^2 Is Aoi / Agi >= 0.20 `: = Yes Aoi / Agi = 0.0 Building is "Enclosed" when the South wall receives positive external pressure East Elegy lion : Determine Enclosure Classification per ASCE Section 26.12 Reference area = smaller of 4 sq. ft. or 1 % c = 0.0 ft^2 Is Ao > 1.10 * Ac = No Aoi = Ao-total - Ac = 0.0 ft^2 Is Ao > Reference Are = No Agi = Ag-total - Ac = 0.0 ft^2 Is Aoi / Agi >= 0.20 ; = Yes Aoi / Agi = 0.0 Building is "Enclosed" when the East wall receives positive external pressure PROJECT NAME WATSON'S NURSERY wv PROJECT N O : 450.008.211 S CTURAL ENGINEER NG RAFTING DATE: 0412 /2022 of31 L� PAGE: 21 of31 ASCE 7-16 Seismic Base Shear Project File: watson.ec6 L1C# : KW-06012622, Build:20:22.2.9 K Squared Engineering LLC (c) ENERCALC INC 1983-202', DESCRIPTION: Seismic Base Shear Analysis Specific Description: WATSON'S NURSERY RESTROOM Risk Category Calculations per ASCE 7-16 Risk Category of Building or Other Structure : "II" : All Buildings and other structures except those listed as Category SCE 7-16, Page 4, Table 1.5-1 I, III, and IV Seismic Importance Factor = 1 ASCE 7-16, Page 5, Table 1.5-2 USER DEFINED Ground Motion ASCE 7-16 11.4.2 Max. Ground Motions, 5% Damping SS = 1.309 g, 0.2 sec response S 1 = 0.4490 g, 1.0 sec response For the closest datapoint grid location ... Latitude = 0.000 deg North Longitude = 0.000 deg West Site Class, Site Coeff. and Design Category Classification: "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table va, Maximum Considered Earthquake Accelera Design Spectral Acceleration Fa = Fv = SMS =Fa*Ss = SMI =Fv*S1 = SDS=SMS* 2/3 = SDI=SMI *2/3 = D (Based on Testing) 1.00 1.85 1.309 0.831 0.873 0.554 Seismic Design Category = D Resi_stin_g System Basic Seismic Force Resisting System ... Bearing Wall Systems 1.Special reinforced concrete shear walls Response Modification Coefficient " i = 5.00 Building height Limits : System Overstrength Factor " Wo " = 2.00 Category "A & B" Limit: No Limit Deflection Amplification Factor " Cd ' = 5.00 Category "C" Limit: Category "D" Limit: No Limit Limit = 160 NOTE! See ASCE 7-16 for all applicable footn( Category "E" Limit: Limit = 160 Category "F" Limit: Limit = 100 ASCE 7-16 Table 20.3-1 ASCE 7-16 Table 11.4-1 & 11.4-2 ASCE 7-16 Eq. 11.4-1 ASCE 7-16 Eq. 11.4-2 ASCE 7-16 Eq. 11.4-3 ASCE 7-16 Eq. 11.4-4 ISCE 7-16 Table 11.6-1 & -2 ASCE 7-16 Table 12.2-1 Lateral Force Procedure ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalen [Lateral Forcero s f ASCE 7-16 12. Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calcul All Other Structural Systems " Ct " value = 0.020 " hn " : Height from base to highest leve 12.0 ft " x " value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct * (hn A x) = 0.129 sec "TL" : Long -period transition period per ASCE 7-16 Maps 22-14 -> 22-17 6.000 sec Building Period " Ta " Calculated from Approximate Method sel= 0.129 " Cs " Response Coefficient _ _ SDS : Short Period Design Spectral Response _ 0.873 " R " : Response Modification Factor 5.00 " I " : Seismic Importance Factor _ 1 ASCE 7-16 Section 12.8.1.1 From Eq. 12.8-2, Preliminary Cs - 0.175 From Eq. 12.8-3 & 12.8-4 , Cs need not excec = 0.859 From Eq. 12.8-5 & 12.8-6, Cs not be less than = 0.038 Cs; Seismic Response Coefficient = = 0.1745 PROJECT NAME: WATSON'S NURSERY (��'/ PROJECT NO: 450.008.211 5 CTURAL ENGINEER NG RAFTING DATE: 04/25/2022 PAG E: 22 of 31 ASCE 7-16 Seismic Base Shear Project File: watson.ec6 LIC# -- KW-06012622, 13GIId:20.22.2.9 KK- uared Engineering LLC (c) ENERCALC ING 1983-202. DESCRIPTION: Seismic Base Shear Analysis Seismic Base_ Shear ASCE 7-16 Section 12.8.1 Cs = 0.1745 from 12.8.1.1 W ( see Sum Wi below) = 6.65 k Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = 1..D Table of building Weights by Floor Level... Level # Wi: Weight Hi : Height Seismic Base Shear V = Cs * W = 1.16 k ASCE 7-16 Section 12.8.3 (Wi * Hi"k) Cvx Fx=Cvx * V Sum Story Shear Sum Story Moment 1 6.65 12.00 79.85 1.0000 1.16 1.16 0.00 Sum Wi = 6.65 k Sum Wi * Hi = 79.85 k-ft Total Base Shear = 1,16 k Base Moment = 13.9 k-ft Diaphragm Forces: Seismic Design Category "B" to "F" ASCE 7-16 12.10.1.1 Level # Wi Fi Sum Fi Sum Wi Fpx: Calcd Fpx: Min Fpx: Max Fpx Dsgn. Force 1 6.65 1.16 1.16 6.65 1.16 1.16 2.32 1.16 1.16 Wpx .................... Weight at level of diaphragm and other structure elements attached to it. Fi ....................... Design Lateral Force applied at the level. Sum Fi .................. Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level ... 0.20 * S ps * I * Wpx MAX Req'd Force @ Level ... 0.40 * S CIS * 1 * Wpx Fpx : Design Force @ Level . Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level (' PROJECT NAME: WATSON'S NURSERY LJ PROJECT N O : 450.008.211 DATE: 04/25/2022 S CTURAL ENGINEER NG RAFTING PAGE: 23 of 31 ASCE 7-16 Wind Forces, Chapter V, Part 1 Project File: watson.ec6 LIC# : KW-06012622, Build:20.22.2.9 K Squared Engineering LLC (c) EKERCALC INC 1983.202: West Elevation : Determine_ Enclosure Classification per ASCE Section 26.12 Reference area = smaller of 4 sq. ft. or 1 % c = 0.0 ft^2 Is Ao > 1.10 * Ac = No Aoi = Ao-total - Ac = 0.0 ft^2 Is Ao > Reference Are = No Agi = Ag-total - Ac = 0.0 ftA2 Is Aoi / Agi >= 0.20 ; = Yes Aoi / Agi = 0.0 Building is "Enclosed" when the West wall receives positive external pressure Velocity Pressures When the following walls experience leeward or sidewall pressures, the value of Kh shall be (per Table 26.12-1) North Wall = 0.8489 psf South Wall = 0.5747 psf East Wall = 0.8489psf West Wall = 0.5747 psf When the following walls experience leeward or sidewall pressures, the value of qh shall be (per Table 26.12-1) : North Wall = 17.380 psf South Wall = 11.767 psf East Wall = 17.380psf West Wall = 11.767 psf qz: Windward Wall Velocity Pressures at various heights per Eq. 26.12 North Elevation South Elevation East Elevation West Elevation Height Above Base (ft) Kz qz Kz qz Kz qz Kz qz 0.00 0.849 17.38 0.575 11.77 0.849 17.38 0.575 11.77 4.00 0.849 17.38 0.575 11.77 0.849 17.38 0.575 11.77 8.00 0.849 17.38 0.575 11.77 0.849 17.38 0.575 11.77 12.00 0.849 17.38 0.575 11.77 0.849 17.38 0.575 11.77 Pressure Coefficlentrz GCpi Values when elevation receives positive external pressure GCpi : Internal pressure coefficient, per sec. 26.13 and Table 26.13-1 North South East West +/- 0.0 +/- 0.0 +/- 0.0 +/- 0.0 Specify Cp Values from Figure 27.3-1 for Windward, Leeward & Side Walls Cp Values when elevation receives positive external pressure North South East West Windward Wall 0.80 0.80 0.80 0.80 Leeward Wall -0.50 -0.50 -0.50 -0.50 Side Walls -0.70 -0.70 -0.70 -0.70 User Defined Roof locations and Net Directional Pressure Coefficients : Cp 'p or Cn Values when the indicated building elevation receives positive external pressur Description North South East West WINDWARD PERP -1.0 LEEWARD PERP -0.70 PARALLEL -0.90 Wind Pressures Wind Pressures when NORTH Elevation receives positive external wind laressute Positive Internal Negative Internal Leeward Wall Pressures -7.387 psf -7.387 psf Side Wall Pressures-10.341 psf-10.341 psf Windward Wall Pressures.. Positive Internal Negative Internal Height Above Base (ft) Pressure (psf) Pressure (psf) 0.00 11.82 11.82 4.00 11.82 11.82 8.00 11.82 11.82 12.00 11.82 11.82 [' PROJECT NAME: WATSON'S NURSERY Gf2',('-��" PROJECT NO: 450.008.211 DATE: 04/25/2022 S CTURAL ENGINEER OG []RAFTING PAG E: 24 of 31 ASCE 7-16 Wind Forces, Chapter 27, Part 1 LlCtl : KW-06012622, Bui1d:20.22.2.9 J K Squared Engineering LLC Project File: watson.ec6 {c) 04ERGALC ING 1go3-2u.. Roof Pressures Positive Internal Negative Internal Description Pressure (psf) Pressure (psf) WINDWARD PERP -14.77 -14.77 LEEWARD PERP -10.34 -10.34 PARALLEL -13.30 -13.30 Wind Pressures. when SOUTH Elevation receives positive external wind Pressure Positive Internal Negative Internal Leeward Wall Pressures -5.001 psf -5.001 psf Side Wall Pressures -7.001 psf -7.001 psf Windward Wall Pressures .. Positive Internal Negative Internal Height Above Base (ft) Pressure (psf) Pressure (psf) 0.00 8.00 8.00 4.00 8.00 8.00 8.00 8.00 8.00 12.00 8.00 8.00 Wind Pressures when EA T El v ion rec ives Positive external wind 12ressure Positive Internal Negative Internal Leeward Wall Pressures -7.387 psf -7.387 psf Side Wall Pressures-10.341 psf-10.341 psf Windward Wall Pressures.. Positive Internal Negative Internal Height Above Base (ft) Pressure (psf) Pressure (psf) 0.00 11.82 11.82 4.00 11.82 11.82 8.00 11.82 11.82 12.00 11.82 11.82 Wind _Pressures when WEST Elevation receives posiliy_e external wind pressure Positive Internal Negative Intemal Leeward Wall Pressures -5.001 psf -5.001 psf Side Wall Pressures -7.001 psf -7.001 psf Windward Wall Pressures.. Positive Internal Negative Internal Height Above Base (ft) Pressure (psf) Pressure (psf) 0.00 8.00 8.00 4.00 8.00 8.00 8.00 8.00 8.00 12.00 8.00 8.00 Story Forces for Design Wind Load Cases Values below are calculated based on a building with dimensions B x L x h as defined on the "Basic Values" tab. Wind Shear Components (kfccentricity for (ft) Load Case Windward Wall Building level Ht. Range Trib. Height In "Y" Direction In "X" Directiff' Shear ' X' Shear Mt, (ft-k) CASE 1 North Level 1 18.00' -> 12.0 6.00 -0.96 --- --- CASE 1 South Level 1 18.00' -> 12.0 6.00 0.66 --- CASE 1 East Level 1 18.00' -> 12.0 6.00 --- -2.41 -- - - CASE 1 West Level 1 18.00' -> 12.0 6.00 --- 1.66 --- --- --- CASE 2 North Level 1 18.00' -> 12.0 6.00 -0.72 --- --- 1.20 /- 0.9 CASE 2 South Level 1 18.00' -> 12.0 6.00 0.50 --- 1.20 /- 0.6 PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 SP, CTURAL ENGINEER NG DRAFTING DATE: 04/25/2022 PAGE: 25 of 31 ASCE 7-16 Wind Forces, Chapter 27, Part 1 Project File: watson.ec6 LIC# : KW-06012622, Build:20.22.2 9 K Squared Engineering LLC (c) ENERCALC INC 1983-202, CASE 2 East Level 1 18.00' -> 12.0 6.00 --- -1.81 3.00 --- /- 5.4 CASE 2 West Level 1 18.00' -> 12.0 6.00 --- 1.24 3.00 --- /- 3.7 CASE 3 North & East Level 1 18.00' -> 12.0 6.00 -0.72 -1.81 --- --- --- CASE 3 North & West Level 1 18.00' -> 12.0 6.00 -0.72 1.24 --- --- --- CASE 3 South & West Level 1 18.00' -> 12.0 6.00 0.50 1.24 - --- --- CASE 3 South & East Level 1 18.00' -> 12.0 6.00 0.50 -1.81 --- --- --- CASE 4 North & East Level 1 18.00' -> 12.0 6.00 -0.54 -1.36 3.00 1.20 /- 4.7 CASE 4 North & West Level 1 18.00' -> 12.0 6.00 -0.54 0.93 3.00 1.20 /- 3.4 CASE 4 South & West Level 1 18.00' -> 12.0 6.00 0.37 0.93 3.00 1.20 /- 3.2 CASE 4 South & East Level 1 18.00' -> 12.0 6.00 0.37 -1.36 3.00 1.20 /- 4.5 Min per ASCE 27.1. North Level 1 18.00' -> 12.0 6.00 -0.77 --- --- Min per ASCE 27.1. South Level 1 18.00' -> 12.0 6.00 0.77 --- -- - Min per ASCE 27.1. East Level 1 18.00' -> 12.0 6.00 --- -1.92 --- --- --- Min per ASCE 27.1. West Level 1 18.00' -> 12.0 6.00 --- 1.92 --- --- Base Shear for Design Wind Load Cas North Values below are calculated based on a building with dimensions B x L x h as defined on the "General" tab. Wind Base Shear Components (k; West +X Load Case Windward Wall Leeward Wall In "Y" Direction In "X" Direction Mt, (ft-k) Case 1 North South -0.96 --- --- Case 1 South North 0.66 --- --- Case 1 East West --- -2.41 --- Case 1 West East --- 1.66 --- Case 2 North South -0.72 --- +/- 0.9 Case 2 South North 0.50 --- +/- 0.6 Case 2 East West --- -1.81 +/- 5.4 Case 2 West East --- 1.24 +/- 3.7 Case 3 North & East South & West -0.72 -1.81 --- Case 3 North & West South & East -0.72 1.24 --- Case 3 South & West North & East 0.50 1.24 --- Case 3 South & East North & West 0.50 -1.81 --- Case 4 North & East South & West -0.54 -1.36 +/- 4.7 Case 4 North & West South & East -0.54 0.93 +/- 3.4 Case 4 South & West North & East 0.37 0.93 +/- 3.2 Case 4 South & East North & West 0.37 -1.36 +/- 4.5 Min per ASCE 27.1.5 North South -0.77 --- --- Min per ASCE 27.1.5 South North 0.77 --- Min per ASCE 27.1.5 East West --- -1.92 --- Min per ASCE 27.1.5 West East --- 1.92 -- (� PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 S CTURAL FNGINrzER iVG dRAFTING DATE: 04/25/2022 PA IS E : 26 of 31 LATERAL ANALYSIS - WIND WIND PRESSURES W HT Positive Internal Negative Internal I W N 15 11.82 PSF 11.82 PSF D A W L A L R D LEEWARD ROOF - WINDWARD (PER ROOF - LEEWARD (PERP) ROOF - (PARALLEL) PSF PSF PSF -7.387 PSF -14.77 PSF -10.34 PSF -13.3 1 PSF -7.387 PSF PSF PSF PSF PSF PSF PSF ASO FACTOR Wind ASD 0.60 Pressures Input As: X LRFD ROOF SLOPE 3 /12 ROOF ANGLE 14.04 Mean Roof H h 12 Bldg Long L 20 Bldg Trans B 8 h/L= 0.60 L/B= h/B= 1.50 B/L=�2�.50 0.40 PERP WIND LINE Windward/ WINDWARD LEEWARD WINDWARD LEEWARD TO LOAD (PLF) Leeward App Ht WALL (FT) WALL (FT) ROOF (FT) ROOF (FT) RIDGE? (ASD) Only col 15 5.50 4.50 2.00 Yes 104 cot 15 5.00 5.00 No 80 MIN WIND MIN LOAD LOAD OFF 104 N 80 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 1 N WATSON'S NURSERY S CTURAL ENGINEER NG DRAFTING 450.008.211 04/25/2022 28of31 LATERAL ANALYSIS - SHEARWALLS Line: A Level: 1st NOTE: WIND TRIB SEIS TRIB WALL? N WALL H 10 FT LOAD #1 w] 10.5 al 10.5 Reducefor Aspect Ratio I Yes Addt'I Load LOAD #2 WIND V = 1092 bs V = 137 plf LOAD#3 SEISMIC V = 288 V = 36 plf LOAD #4 �Ibs Length Wall W AIIowE Allow OTM 0.6*RM Uplift W Uplift S HD Loc T/C (W) T/C S Holdowr 1 8 P1 365 260 10920 0 1 Corner 1365 360 LSTHD8 OK 2 0 3 0 4 0 5 0 61 0 Line: D Level: 1st NOTE: WIND TRIB SEIS TRIB 10.5 WALL? N WALL H 10 FT LOAD #1 col 10.5 al Reduce for Aspect Ratio Yes Addt'I Load LOAD #2 WIND V= 1092 V= 137 plf LOAD#3 �Ips SEISMIC V = 288 bs V = 36 plf LOAD #4 Length Wall W AIIowE Allow OTM 0.6*RM Uplift W Uplift S HD Loc T/C (W) T/C (S)Holdowr 1 8 P2 533 380 10920 0 Corner 1365 360 LSTHD8 OK 2 0 3 0 4 0 5 0 6 0 Line: Level: NOTE: WIND TRIB SEIS TRIB PERF WALL? N WAL H FT LOAD #1 duce or Yes Addt'I Load LOAD #2 Aspect Ratio WIND V = bs V = plf LOAD#3 �Ibs SEISMIC V = V = plf LOAD #4 Length Wall W Allow E Allow OTM 0.6*RM Uplift W Uplift S HD Loc T/C (W)T/C S Holdowr 1 0 2 0 3 0 4 0 5 0 6 0 ilzz/BLS' .� �1 S CTURAL ENGINEER NG RAFTING PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 DATE: 04/25/2022 PA G E : 29 of 31 LATERAL ANALYSIS - SHEARWALLS Line: 1 Level: 1 St NOTE: WIND TRIB PERF WALL? N WALL H 9 FT LOAD #1 w2 4 Reduce for Yes Addt'I Load LOAD #2 Aspect Ratio WIND V = 320 �bs V = 42 plf LOAD #3SEISMIC V = 254 bs V = 33 plf LOAD #4 Length Wall W AIIowE Allow OTM 0.6*RM Uplift W Uplift S HD Loc T/C (W) I SEIS TRIB a2 4 T/C (S)Holdowr 1 7.67 P1 365 260 2880 0 Corner 375 298 NO HD OK 2 0 3 0 4 0 5 0 6 0 Line: 2 Level: 1st NOTE: E F WALL? N WALL H 11 FT Reduce or Aspect Ratio Yes Addt'I Load WIND V = 1092 Ibs V = 328 plf SEISMIC V = 288 Ibs v = 87 plf Length Wall W Allow E Allow OTM 0.6*RM Uplift W WIND TRIB SEIS TRIB LOAD #1 LOAD #2 LOAD #3 col 10.5 al 10.5 LOAD #4 Uplift S HD Loc T/C (W) T/C (S)Holdowr 1 3.33 P3 415 297 12012 0 Corner 3607 1 952 STHD14 OK 2 0 3 0 4 0 5 0 6 0 Line: Level: NOTE: WIND TRIB SEIS TRIB ERF WALL? N WALL HI FT LOAD #1 Reduce or Yes Addt'I Load LOAD #2 Aspect Ratio bs V = plf LOAD#3 WIND V = �bs SEISMIC V = V = plf LOAD #4 Length Wall W AIIowE Allow OTM 0.6*RM Uplift W Uplift S HD Loc T/C (W) T/C S)Holdowr 1 0 2 0 3 0 4 1 1 0 5 0 6 0 Gam! GI.�E�"�� 5 CTURAL ENGINEER NG�1 RAFTI�NG WATSON'S NURSERY 450.008.211 04/25/2022 30 of 31 FOOTING DESIGN Roof Dead Load 15 Floor Dead Load 0 Wall Load 12 Roof Live Load 30 Floor Live Load 0 ROOF TRIB 11 FT FT FT FLOOR TRIB 0 FT FT FT WALL TRIB 14 FT FT FT DEAD LOAD 333 PLF 0 PLF 0 PLF LIVE LOAD 330 PLF 0 PLF 0 PLF TOTALLOAD 663 PLF 0 PLF 0 PLF ALLOW BR'G 1500 PSF 1500 PSF PSF FTG WIDTH 12 IN IN IN ALLOW PLF 1500 PLF OK 0 PLF NG PLF ALLOWABLE SPREAD FOOTINGS (IGNORE CONCRETE BELOW GRADE) 24" SQ FTG 30" SQ FTG 36" SQ FTG 36" X 24" FTG 6000 LBS LBS LBS LBS 9375 13500 9000 TYPICAL FTG WORKS AT ALL INTERIOR AND EXTERIOR BRG WALLS (' PROJECT NAME: WATSON'S NURSERY PROJECT NO: 450.008.211 S CTURAL ENGINEER NG DRAFTING DATE: 04/25/2022 PAG E: 31 of 31 ANCHOR BOLTS 1 /2" DIA - A307 Anchor Bolts Assumes 1/2" diameter A307 anchor bolts in a 1 112" DFL sill plate w/ 6" embedment min, parallel to grain (wood controls) ZII = 650 Ibs/bolt CD = 1.6 Ct = 1.0 CM = 1.0 SG = 0.5 Z'II = Z*Cp*CM*Ct = (650lbs/nail)(1.6)(1.0)(1.0) = 1040 Ibs/nail Ibs/ft 1/2" Anchor. Bolts at 72 in o.c. __, 1040 lbs/bolt x 0.17 nails/ft = 173 48 in o.c. __, 1040 Ibs/bolt x 0.25 nails/ft = 260 32 in o.c. __, 1040 Ibs/bolt x 0.38 nails/ft = 390 24 in o.c. __, 1040 Ibs/bolt x 0.50 nails/ft = 520 20 in o.c. __, 1040 Ibs/bolt x 0.60 nails/ft = 624 16 in o.c. __, 1040 Ibs/bolt x 0.75 nails/ft = 780 12 in o.c. __> 1040 Ibs/bolt x 1.00 nails/ft = 1040 10 in o.c. __, 1040 Ibs/bolt x 1.20 nails/ft = 1248 8 in o.c. 1040 Ibs/bolt x 1.50 nails/ft = 1560 1 /2" DIA - A307 Anchor Bolts G1/G2 P1 P2 P3 P4 Assumes 112" diameter A307 anchor bolts in a 1 112" DFL sill plate w/ 6" embedment min, perpendicular to grain (wood controls) ZII = 380 Ibs/bolt CD = 1.6 Ct = 1.0 CM = 1.0 SG = 0.5 Z'II = Z*Cp*CM*Ct = (380lbs/nail)(1.6)(1.0)(1.0) = 608 Ibs/nail Ibs/ft 1/2" Anchor Bolts at 72 in o.c. __, 608 Ibs/bolt x 0.17 nails/ft = 101 48 in o.c. __, 608 Ibs/bolt x 0.25 nails/ft = 152 36 in o.c. __, 608 Ibs/bolt x 0.33 nails/ft = 203 24 in o.c. __, 608 Ibs/bolt x 0.50 nails/ft = 304 20 in o.c. __, 608 Ibs/bolt x 0.60 nails/ft = 365 16 in o.c. __, 608 Ibs/bolt x 0.75 nails/ft = 456 12 in o.c. __, 608 Ibs/bolt x 1.00 nails/ft = 608 10 in o.c. __, 608 Ibs/bolt x 1.20 nails/ft = 730 8 in o.c. 608 Ibs/bolt x 1.50 nails/ft = 912 PROJECT NAME WATSON'S NURSERY �� PROJECT No: 450,008.211 DATE: 04/25/2022 5 CTURAL ENGINEER NG RAFTING � PAG E: 27 of 31 LATERAL ANALYSIS - SEISMIC Seismic Story Force (LRFD) Area 1 St 1161 Ibs Ibs Ibs Ibs Ibs Ibs Ibs 237 ftz ft2 ft2 ft, e W. ftx LINE LOADS (ASD) Tributary Area Dei)th Width Level PLF errs® . Story Weiahts 1st Roof Wt 2838 Floor Wt 0 Wall Wt 3816 Total Weiahtl 6654 LOADS X ASD BELOW SHALL BE: LRFD ROOF 12 FLOOR 0 WALL 12 2nd 3rd 0 0 0 0 0 0 0 0 X Line Load Total Load 4ik CITY OF Federal Way PERMIT NUMBER PERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 253-835-2607 + FAX 253-835-2609 + permiteenter@cityoffederalway.com TARGET DATE 06/28/2022 SITE ADDRESS SUITE/UNIT # 32108 29TH AVE S PROJECT VALUATION 7.OHING ASSESSOR'S TAX/PARCEL # $ 150,000 BN 2 3 6 8 0 0 0 0 4 0 TYPE OF PERMIT iD( BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Watson's Nursery Restroom 157 SF Restroom. (2 single occupant accessible restroom. PROJECT DESCRIPTION Building is detached and built over previous graded gravel area Detailed description of work to within outdoor retail space be included on this permit only NAME Won Shan (HCM Federal Way LLC) PRIMARY PHONE (206) 349-7171 PROPERTY OWNER MAILING ADDRESS 21021 76th Ave W #6 E-MAIL HANSREMANAGEMENT@GMAIL.COM CITY Edmond STATE WA ZIP 98026 NAME Saybr Contractors Inc. (Mark McGary) PHONE (253) 533-2387 MAILING ADDRESS 3852 South 66th Street E-MAIL mmcgary@saybr.com CONTRACTOR CITY ZIP FAX Tacoma W 98409 WA STATE SAYBRC1033L7LICENSE # OC 30NDATE 21022 ueI # 601 795 367 NAME Addison Gregory PRIMARY PHONE MAILING ADDRESS 6211 Pioneer Way East E-MAIL addison@watsonsgreenhouse.com APPLICANT °ITYPuyallup STAT WAE ZIP 98371 FAX NAME John Dorsey PRIMARY PHONE (253) 686-4677 PROJECT CONTACT MAILING ADDRESS 8706 92nd St NW E-MAIL john@studiodorsey.com (The individual to receive and respond to all correspondence CITY Gig Harbor SITE W ZIP 9$332 FAX concerning this application) PROJECT FINANCING NAME ® OWNER -FINANCED When value is $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. John Dorsey , .�.•�,M 2022.04.29 SIGNATURE: _.... DATE " ` PRINT NAME: John Dorsey Bulletin #100 — February 19, 2020 Page 1 of 2 k:\Handouts\Pennit Application MECHANICAL PERMIT 8,000 Indicate how markyor each t e n rxture to be installed or relocated as parta this project. Do not include cxistinl vclures to remain. AIR HANDLING UNITS - FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (eommerei d) WALL BOILERS FURNACES HOT WATER TANKS (Gas) HEATER COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT -" - ..._,. $ 30,000 Indicate how many gf each ttjpe o ixture to be installed or relocated as part of this project. Do not include existin fixtures to !remain. BATHTUBS (or Tub/shower Combo) LAVS (Hand sinks) 2 TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS 3 SINKS )Kitchen/Utility) 3 WATER HEATERS (electric) HOSE BIBBS SUMPS WASHING MACHINES 8 TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS None Lakehaven Lakehaven $ 89,900 EXISTING/PREVIOUS USE LOT SIZE (In Sauare Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? Nursery Retail and SFR 57,648 SF ❑ Yes N No ❑ Yes X No RESIDENTIAL -NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT �..»,....,.,..,_......... ..............._..._» ,, .. ................. FIRST FLOOR (or Mobile Home) .. . _ ..._................. ........ _...... __.......... ... SECOND FLOOR ........ . ............................ COVERED ENTRY ......... _..._..................... DECK ........... _............................................ .. » .. ... GARAGE ❑ CARPORT ❑ ................ .................... _ »..__.» ....,__.......... OTHER (describe) _.... _ ... » _.. _....14..., ..........m.............. Area Totals EXISTING PROPOSED TOTAL **NEW HOMES ONLY** ESTIMATED SELLING PRICE $ I # OF BEDROOMS COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Square FeetType Occupancy Group(s) Construction Stories Additional Information NEW BUILDING 148 SF M VB 1 BUILDING ADDITION COMMERCIAL — REMOD.EUTENANT IMPROVEMENTS AREA DESCRIPTION Area in Square FeetType Occupancy Group(s) Construction Stories Additional Information TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 —February 19, 2020 Page 2 of 2 k:\Handouts\Permit Application A -A A3.0 4 4 4 T) @ i FOUNDATION PLAN SCALE:1/2" = 1'-0" M ,TYP A -A A3.0 4 A4.0 QD i i AB'S @ 16" OC i 4 A4.0 /4--� � SISTFRFn 9YA TYP ROOF FRAMING PLAN SCALE:1/2" = 1'-0" I Ll1r r% I r L/-% I L I L I V I I I I I I 4 A4.0 1. -0 4" CONCRETE SLAB OVER 4" ABC W/ #3 BARS @ 15" OC EACH WAY CENTERED AA- A A3.0 ED SLAB NORTH 4' � (: 0 1' 2' O N ro X N NORTH 0 1' 2' 4' 1 C4 FOUNDATION NOTES 1. SEE GENERAL STRUCTURAL NOTES ON SHEET SGN ROOF FRAMING NOTES 1. SEE GENERAL STRUCTURAL NOTES ON SHEET SGN RECEIVED May 19 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Vi : N 00 O �Q "D, o �� N O C'O U � o m f,- = M �cn1 N V) co 0 V c O WAS a rd� 53660 w ►�OrC��l', �CISTEg� SSIONAL�� 75 G O O Q c) Lu 0') Q Q LLJ U) rn QQ C'M zoQ T,-- ry N LLI z Cy) Q O Lu U) LL Q V Cz G Q ry LL LL O r0r' 1..� z Q z J an z O 0 z D O LL ISSUED: STATUS: AGENCY REVIEW DATE: 2021.02.26 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: S2.1 az wg m LOWER a a 2X DBL TOP PL 1 2-0" M I N 2X WALL PER PLAN — STEP IN PLATE NTS 4'-0" P1 SHTHG PER SWL P,LAfUPIPER 2X DBL TOP PL CS STRAP TO 4X L 4X BLKG BTWN STUDS BLKG. LAP LOWER IN LINE W/ LOWER TOP TOP PL 2-0" MIN PL. BN SHTHG AT BLKG BN SHTHG ALL SIDES (16) 16d S EA SIDE OF SPLICE (MIN) 4'-0" (MIN) TO SPLICE IN LOWER PL IN EA DIRECTION WALL TOP PLATE SPLICE DETAIL NTS STRAP HD PER SWL PLAN DEEPEN FTG AS REQD FOR COVERAGE AT AB's & HD's. DEEPENED FTG LENGTH SHALL BE 2*EMBEDMENT DEPTH, CENTERED ON HD TYP STRAP HOLDOWN NTS MFR TRUSSES [(SEE PLAN) BLKG AT 48" OC W/ (2) BOTT CHORD OF MFR 16d SINKERS EA END TRUSSES OD DD r DTC CLIP AT EA BLOCK r DTC CLIPS AT 48" OC NON-BR'G WALL = NON-BR'G LL ** GAP TO BE 1/2" AFTER ROOF IS LOADED. a cc LL cc INTERIOR NON -BEARING WALL NTS FASCIA/SOFFIT PER ARCH'L NTS 2'-0" MAX 4'-0" MIN ROOF SHTHG (2) ROWS STGD, 16dSAT6"OC BN ' 2X12 BLKG LTP4 OR A35' AT 32" OC 2X6 EXT WALL 2-0" MAX 2X6 OUTRIGGERS - STITCH NAIL TO EA 2X12 2X12 ROOF JOISTS PER PLAN H2.5A AT EA BLOCK BN TROOF SHTHG FASCIA/SOFFIT 2X8 RIPPED PER ARCH'L TO FIT LTP4 AT 32" OC 2X6 ROOF JOISTS PER PLAN 2X6 EXT RAKE H2.5A AT EA BLOCK WALL PER DTL 8/- NTS FASCIA/SOFFIT PER ARCH'L NTS 2-0" MAX 4'-0" M I N ROOF SHTHG BN (2) ROWS STGD, 16dSAT6"OC 2X12 BLKG LTP4 OR A35 AT 32" OC 2X6 OUTRIGGERS - 2X6 EXT WALL 1 STITCH NAIL TO EA 2X2 2X12 ROOF JOISTS PER PLAN H2.5A AT EA BLOCK NTS POST PER HD SCHED HOLDOWN HD AB pmp mWw om:cn p ww p = m & J DEEPEN FTG AS REQD FOR COVERAGE AT AB's & HD's. DEEPENED FTG LENGTH SHALL BE 2*EMBEDMENT DEPTH, CENTERED ON HD STEMWALL 6" WIDE (MIN) (WHERE OCCURS) POST PER HD SCHED FINISH GRADE REBAR PER w z DTL 6/SD-1 � - z 00 w rw m SUBGRADE SEE DETAIL 1/SD-1 FOR INFO NOT SHOWN =DGE OF FTG 1) #4 BAR--,,, STRAP OR OLDOWN AB =E FND PLAN)- z �Q La¢ 1 3/4" M I N MIN CORNER PLAN VIEW #4 BAR PER DTL 6/SD-1 SEE DETAIL 1/SD-1 FOR INFO NOT SHOWN TYP HOLDOWN ANCHOR BOLT NTS IVIA I UH HUUI- RAKE WALL NTS BN ALONG I-SHIHU TOP PL WALL PLAN U zz w� J m m w m 0- cn U) g U (2) #4 CONT T&B 2X PT SILL PL SEE GEN NOTES AND FDN PLAN FOR AB NOT SHOWN li SLAB PER PLAN o 5Ej Q FINISH BASE PER PLAN LOWEST ADJ SUBGRADE #4 X 36" W/ STD HOOK END AT 24" OC m J U co 12" MIN UNO NOTE A: PROVIDE GREATER DEPTH WHERE REQUIRED FOR HOLDOWNS AND *CONSULT FOR FOR STEMWALL HEIGHTS GREATER ANCHOR BOLT EMBEDMENT. THAN 12" ABOVE FINISH FLOOR EXTERIOR WALL FOOTIN NTS 2x STUD WALL (WHERE OCCURS) (SEE PLAN FOR SIZE AND SPACING) SLAB REINF NOT SHOWN (WHERE OCCURS) (2) #4 BARS LAP 2-0" M I N INTERIOR BEARING WALL NTS BASE_/ (PER PLAN) MACRO -FIBER REINFORCED SLAB REINF NOT SHOWN (SEE FDN PLAN) 2X PT SILL PL SEE GEN NOTES AND FDN PLAN FOR AB NOT SHOWN SLAB PER PLAN BASE PER z PLAN - � co � J r PROVIDE GREATER DEPTH WHERE REQUIRED FOR 12" ol 6" HOLDOWNS AND/OR (UNO) (MIN) ANCHOR BOLTS SAW CUT OR TEAR OFF ,P STIC "T" CONTROL JOINT 1/2" 1/8" RADIUS TOOLED EDGE EA SIDE r� PREVENT BOND � FOR BASE STOP ALL REINF SEE PLAN AT JOINT KEYED JOINT NOTES: A. SAWCUT - 1/8" WIDE X 1/4 SLAB THICKNESS IN DEPTH - CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF THE CONCRETE WHILE SAWING. WORK MUST BE ACCOMPLISHED WIN 12 HOURS OF CONCRETE PLACEMENT. B. KEYED JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY NOTED ON THE PLANS. 'TOOL WET JOINT', 'ZIP STRIP', ETC. SHALL MATCH SAWCUT REQUIREMENTS )NTROL AND CONST JOINTS NTS CLASS B LAP 24" MIN HORZ REINF PER PLAN CORNER BARS SAME SIZE AND SPACING AS HORZ REINF CORNER CLASS B LAP 24" MIN CLASS B LAP nnII nnini IL J m cn cn - gcl RECEIVED May 19 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPME INTERSECTION HORZ REINF PER PLAN CORNER BARS SAME SIZE AND SPACING AS HORZ REINF •: ►• �ol- cD z 0 � J o a @^ z @j o ui w zo in W LJ N 0CD z a w Q Of U Ln 2 O Or O O W O LLI > >- Q >Q LLI 2 `^ yJ i0 Ir co Z c Q _ � 0 N Z co0 O W W u- �� R9 vti ��F WASH _p 53660w� ��SI�NAL E�O� 3UCTURAL DETAIL; SD-1 REINF AT CORNER AND INTERSECTION LAP REQUIREMENTS NTS GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: THE INTERNATIONAL BUILDING CODE, 2018 EDITION, OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE ABOVE ITEMS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN CRITERIA DESIGN TO CONFORM TO THE FOLLOWING (ASD VALUES) ROOF DEAD LOAD 15 PSF ROOF LIVE LOAD 20 PSF SNOW LOAD 25 PSF WIND LOADS (ULT WIND SPEED) 97 MPH WIND SPEED (3 SEC GUST) II WIND RISK CATEGORY B EXPOSURE CATEGORY SEISMIC LOADS (ULTIMATE) D SITE CLASS II SEISMIC RISK CATEGORY D SEISMIC DESIGN CATEGORY SOIL CRITERIA GEOTECHNICAL INVESTIGATION SHALL BE PERFORMED IN ACCORDANCE WITH IBC 1803.3 1803.4 AND 1803.5 BY REGISTERED DESIGN PROFESSIONAL UNLESS NOT REQUIRED BY BUILDING OFFICIAL. K SQUARED STRUCTURAL ENGINEERING ASSUMES NO LIABILITY WITH RESPECT TO SOILS AND HAS BASED SOIL INFORMATION ON CODE PRESUMPTIVE VALUES, LINO. SOIL DESIGN VALUES 1500 PSF ALLOWABLE SOIL BEARING CAPACITY 18 IN MINIMUM DEPTH OF FOOTING BELOW PAD GRADE THIS IS TO CERTIFY THE FOUNDATION DEPICTED HEREIN HAS BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICE FOR CONDITIONS AS CLASSIFIED BY THE PROJECT GEOTECHNICAL REPORT: CONSULTANT: NO REPORT AVAILABLE - DESIGN IN ACCORDANCE W/ IBC PROJECT NO: DATE ISSUED: CONCRETE 1. PROVIDE CONCRETE COVERAGE AT ANCHOR BOLTS PER ACI 318 WHERE OCCURS. 2. CONCRETE CONTRACTOR SHALL VERIFY LOCATION OF ALL BOLTS, TIE -DOWNS, POST -ANCHORS, ETC. WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCING WORK. 3. LINO BOLT SILL PLATES TO THE FOUNDATIONS WITH MIN 1/2" NOMINAL DIA ANCHOR BOLT WITH PLATE WASHERS. BOLTS SHALL BE SPACED NOT MORE THAN 48" O.C. THERE SHALL BE A MIN OF (2) BOLTS PER PIECE. ONE BOLT SHALL BE LOCATED NOT MORE THAN 12" AND NOT LESS THAN 4" FROM EACH END, OR FROM EACH SIDE OF A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE. EMBED BOLTS AT LEAST 7" INTO REINFORCED MASONRY OR CONCRETE. SILL PLATE ANCHOR BOLTS MAY BE "WET SET". 4. ALL 1/2" DIA. ANCHOR BOLTS MAY BE REPLACED WITH (SEE ITEM B FOR ALL INTERIOR RETRO BOLTS WHERE NO FOOTING EXISTS): A. SIMPSON MASA OR MASAP MUDSILL ANCHORS (ICC ESR-2555). USE SAME SPACING AS 2" DIA ANCHOR BOLTS. DO NOT USE WHEN ANCHOR SPACING IS LESS THAN 10 INCHES. INSTALL ONLY PER MANUFACTURER'S STANDARD INSTALLATION METHOD AND FOLLOW ALL MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. B. 1/2" DIA SIMPSON TITEN HD HIGH STRENGTH THREADED ANCHOR (ICC ESR-2713). EMBED 4" MIN FROM TOP OF SLAB AND PROVIDE 1 3/4" EDGE DISTANCE (MIN) FROM ANY SLAB EDGE. DEEPEN FOOTINGS AS REQUIRED TO PROVIDE 3" MIN COVERAGE OR USE STAINLESS STEEL BOLTS. STAINLESS STEEL BOLTS SHALL BE USED AT ALL RETRO INTERIOR LOCATIONS. C. 1/2" DIA F-1554 THREADED ROD AT SAME SPACING AS z" DIA ANCHOR BOLTS. USE SIMPSON SET-XP EPDXY (ICC REPORT ESR-2508) TO FOUNDATION IN 5/8" DIA HOLE. EMBED 4" MIN FROM TOP OF SLAB AND PROVIDE 1 3/4" EDGE DISTANCE (MIN) FROM ANY SLAB EDGE. DEEPEN FOOTINGS AS REQUIRED TO PROVIDE 3" MIN COVERAGE OR USE STAINLESS STEEL BOLTS. 5. PROVIDE 3" X 3" X 0.229" PLATE WASHERS ON ALL ANCHOR BOLTS AT SHEAR WALLS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. PROVIDE STANDARD CUT WASHERS UNDER BOLT HEADS AND NUTS WHEN SLOTTED PLATE WASHERS ARE USED. PROVIDE CUT OR SLOTTED WASHERS AGAINST WOOD AT ALL REMAINING WALLS. 6. AT INTERIOR NON -BEARING AND NON-SHEARWALLS, 1/2" DIA ANCHOR BOLTS MAY BE REPLACED WITH MINIMUM 0.145" DIA X 2 7/8" POWER DRIVEN FASTENERS AT A MAXIMUM SPACING OF 24" O.C. (SIMPSON ESR-2138 OR EQUIVALENT) 7. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST ADOPTED EDITION). STRUCTURAL CONCRETE SHALL BE FOOTINGS 2500 PSI (COMPRESSIVE STRENGTH AT AGE 28 DAYS) SLABS ON GRADE 2500 PSI DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. CEMENT: ASTM C-150, TYPE II PORTLAND CEMENT WATER/CEMENT RATIO: PER MIX DESIGN LARGE AGGREGATE-HARDROCK: 3/4" MAXIMUM SIZE CONFORMING TO ASTM C-33. MAXIMUM SLUMP: 5 INCHES. NO ADMIXTURES, EXCEPT FOR ENTRAINED AIR, AND AS APPROVED BY THE ENGINEER. 8. CONCRETE MIXING OPERATIONS, ETC, SHALL CONFORM TO ASTM C-94. 9. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 614 AND PROJECT SPECIFICATIONS. 10. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: 3" CLEAR CONCRETE POURED DIRECTLY AGAINST EARTH 4" CLEAR STRUCTURAL SLABS NOT EXPOSED TO WEATHER OR IN CONTACT W/ GROUND 2" CLEAR FORMED CONCRETE WITH EARTH BACKFILL 2" CLEAR EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 11. ALL REINFORCING BARS, HOLD DOWN BOLTS AND STRAPS, AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 12. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 13. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. REINFORCING 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 2. REINFORCEMENT DETAILING TO CONFORM TO ACI 318-14 AND CRSI MANUAL 3. SEE REINFORCEMENT DETAILS FOR STANDARD BENDS, HOOKS, AND DEVELOPMENT LENGTHS. PROVIDE CLASS B TENSION LAP AT ALL SPLICE LOCATIONS. WHEN DIFFERENT BAR SIZES LAP, LARGER BAR TO GOVERN UNLESS NOTED ON DOCUMENTS 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5. WELDED WIRE REINFORCEMENT (WWR) SHALL BE PER ASTM A185 AND SHALL BE SUPPLIED IN SHEETS. WWR FRM ROLLS SHALL NOT BE USED. STRUCTURAL SHEATHING 1. ALL STRUCTURAL SHEATHING SHALL BE C-D INTERIOR SHEATHING WITH EXTERIOR GLUE OR ORIENTED STRAND BOARD (OSB), EXPOSURE I, AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. STAGGER JOINTS AND NAILS. ROOF SHEATHING SHALL BE 15/32" WOOD STRUCTURAL PANEL: PANEL INDEX = 32/16, UNBLOCKED W/ 8d COMMON NAILS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD. PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED, LINO ON FRAMING PLANS. WHERE BLOCKED DIAPHRAGM IS NOTED ON PLANS, ALL EDGES SHALL BE BLOCKED AND NAILING SHALL BE 4" OC AT ALL EDGES AND BOUNDARIES. FLOOR SHEATHING SHALL BE MINIMUM 23/32" WOOD STRUCTURAL PANEL: T AND G, PANEL INDEX = 48/24, UNBLOCKED W/ GLUE AND 1OD COMMON NAILS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD. PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED, UNO ON FRAMING PLANS. SIMPSON QUIK DRIVE #8 X 2 4' WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 10D COMMON NAILS ABOVE. WHERE BLOCKED DIAPHRAGM IS NOTED ON PLANS NAILING SHALL BE 16D SINKERS AT 4" OC AT ALL BOUNDARIES AND SUPPORTED EDGES. SIMPSON QUIK DRIVE #8 X 2 1/4" WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 16D SINKERS ABOVE. OPTIONAL FLOOR SHEATHING: 11" WOOD STRUCTURAL PANEL FLOOR SHEATHING: T AND G, PANEL INDEX 48" OC, UNBLOCKED (UNO). NAIL WITH 16D SINKERS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD (UNO ON PLANS). PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED. SIMPSON QUIK DRIVE #8 X 3" WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 16D SINKERS ABOVE. SHEAR WALL SHEATHING PER SHEAR WALL SCHEDULE. WOOD 1. ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF LESS THAN 19%. 2. ALL WOOD FRAMING MEMBERS SHALL BE SPF #1/#2 GRADE OR BETTER UNO. 2X & 4X DOUGLAS FIR LARCH (DFL) NO. 2 GRADE 6X DOUGLAS FIR LARCH NO. 1 GRADE 3. BOLT HOLES SHALL BE 1/16" (MAXIMUM) LARGER THAN THE BOLT SIZE. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR USING BORON BASED PRESERVATIVES OR LSL TREATED WITH ZINC BORATE. 5. DO NOT NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 6. WHERE A POST OCCURS AT AN UPPER LEVEL, THE SAME POST SHALL BE LOCATED DIRECTLY BELOW ON ALL LOWER LEVELS AND IN BETWEEN FLOOR SHEATHING AND LOWER LEVEL WALL TOP PLATES. 7. FACE NAIL EACH PLY OF MULTIPLE 2X POSTS WITH 16D SINKERS AT 6" O.C., LINO 8. DO NOT NOTCH TOP PLATES OR STUDS EXCEPT AS SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 9. PROVIDE MULTIPLE 2X POST AT ALL GIRDER TRUSS AND BEAM BEARING LOCATIONS, WIDTH TO MATCH BEAM OR TRUSS, MIN. (2) 2X LINO. 10. CONNECTION HARDWARE SHALL BE SIMPSON OR EQUAL AND MUST BE I.C.C. APPROVED. 11. NON -BEARING WALLS SHALL HAVE STUDS SPACED AT 24" O.C. (MAX). REFER TO ARCHITECTURAL DRAWINGS FOR SIZE. TOP PLATES SHALL BE SUCH THAT A 1/2" GAP BETWEEN THE TOP OF THE PLATES AND THE BOTTOM OF THE TRUSSES AND/OR BLOCKING PANELS EXISTS AFTER THE ROOF IS LOADED. 12. FOR CONNECTIONS NOT DETAILED, PROVIDE FASTENERS PER TABLE 2304.9.1 OF THE LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE. GLUE LAMINATED BEAMS (GLB) TO CONFORM TO: ANSI/AITC A 190.1 STRUCTURAL GLUED LAMINATED TIMBER ASTM D3737-12 STANDARD PRACTICE FOR ESTABLISHING ALLOWABLE PROPERTIES FOR STRUCTURAL GLUED LAMINATED TIMBER STRUCTURAL PROPERTIES DF/DF 24F-V4 UNLESS NOTED OTHERWISE SPECIAL INSPECTIONS 1. PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 OF THE BUILDING CODE, AS REQUIRED BY THE PERMITTING AGENCY. 2. WHERE SPECIAL INSPECTION IS REQUIRED, IT SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. COPIES OF THE INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ARCHITECT/STRUCTURAL ENGINEER FOR REVIEW. 3. ITEMS REQUIRING SPECIAL INSPECTION: INSPECTION A. POST INSTALLED ANCHOR BOLTS STRUCTURAL STEEL STEEL CONSTRUCTION TO CONFORM TO LATEST ADOPTED EDITION: AISC STEEL CONSTRUCTION MANUAL ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI/AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS AISC 303 CODE OF STANDARD PRACTICE FOR STRUCTURAL BUILDINGS AND BRIDGES 1. STRUCTURAL STEEL TO CONFORM TO ASTM A992 (FY 50 KSI) ASTM A36 (FY 36 KSI) ASTM A500 GR B (FY 46 KSI) ASTM A500 GR B (FY 42 KSI) ASTM A53 GR B (FY 35 KSI) ASTM A1085 (FY 50 KSI) 2. ANCHOR RODS TO CONFORM TO ASTM F1554 ASTM A36 ASTM A307-12 GR A W AND T SECTIONS CHANNELS, PLATES, BARS, ANGLES HSS SQUARE AND RECTANGULAR SECTIONS HSS ROUND SECTIONS PIPE SECTIONS HSS SQUARE, RECTANGULAR, ROUND SECTIONS ANCHOR ROD ASSEMBLY (GRADE 36 UNLESS NOTED OTHERWISE) THREADED ANCHOR ROD STD SPECIFICATION FOR CARBON STEEL BOLTS, STUDS, THREADED ROD 3. WELDING TO CONFORM TO (LATEST ADOPTED EDITION): AWS D1.1/D1.1 M STRUCTURAL WELDING CODE AWS D1.3/D1.3M STRUCTURAL WELDING CODE SHEET STEEL AWS D1.4/D1.4M STRUCTURAL WELDING CODE REINFORCING STEEL WELDERS TO HOLD CURRENT CERTIFICATION FOR WELD TYPE BEING PERFORMED E70 KSI WELD UTILIZED IN DESIGN CALCULATIONS, WELDS TO CONFORM 4. GROUTING UTILIZED WITH STEEL TO CONFORM TO 6000 PSI NON SHRINK NONMETALLIC GROUT Inspector to verify onsite HOLDOWN SCHEDULE HOLDOWN(' ANCHOR BOLT AND/OR, CONN TO POSTu POST EMBEDMENT LTT19 EMBED 13" (8) 10d NAILS (2) 2X (UNO) LSTHD8(RJ) (4,5,10) EMBED 8" (20) 16d SINKERS (2) 2X (UNO) STHD14(RJ) (4'5,10) EMBED 14" (30) 16d SINKERS (2) 2X (UNO) HDU2(9) SSTB16 W/ 13" EMBED (6) + X 2 �- SIDS (2) 2X (UNO) HDU5 SSTB24 W/ 21" EMBED (14) + X 2 �' SDS (2) 2X (UNO) HDU8 SSTB34 W/ 29" EMBED (20) +" X 2 �' SDS (3) 2X (UNO) NOTES: 1. ALL HARDWARE IS SIMPSON STRONG -TIE UNO 2. SEE DETAILS ON SHEET SD-1 FOR REINFORCING AND FOOTING REQUIREMENTS 3. REFER TO MANUFACTUER'S INSTALLATION INSTRUCTIONS 4. CONCRETE SPALLS LESS THAN 4", REQUIRE NO LOAD REDUCTION AND NO FURTHER REVIEW BY FOR IS READ 5. STRAPS MAY BE PLACED ON EITHER FACE OF DESIGNATED WALL AND ARE NOT REQUIRED TO OCCUR ON SAME FACE AS SHEATHING, LINO 6. AT GARAGE STEMWALL LOCATIONS USE SSTBL 7. LSTHD8 STRAP MAY B REPLACED WITH HDU2 WITHOUT FURTHER REVIEW BY FOR 8. STHD14 STRAP MAY BE REPLACED WITH HDU5 WITHOUT FURTHER REVIEW BY FOR 9. TO RETROFIT THE HDU2 USE A $' DIAMETER ALL THREAD ROD. EMBED IN A I' DIA X 6" DEEP HOLE USING SIMPSON SET-XP EPDXY 10. WHERE FLOOR SITS ON TOP OF STEM WALL USE RIM JOIST RJ VERSION OF HOLDOWN STRAP SHEAR WALL SCHEDULE P0QT11nlf-. A PIER gr.."P:ni II F PLAN FTG SIZE REINF NOTES CALLOUT (4DHOOWOEK S P1 SIZE TO MATCH W/ 6 1 ARCH'L BOX COLUMN (1) #3 TIE #4 BARS AT 10" OC F1 L X W X 12" DEEP EA WAY, BOTT 2 (2) #4 BARS EA F2 24" SO X 12" DEEP WAY, BOTT (3) #4 BARS EA F2.5 30" SO X 12 DEEP WAY, BOTT (4) #4 BARS EA F3 36" SO X 12" DEEP WAY, BOTT (5) #4 BARS EA F3.5 42" SO X 12" DEEP WAY, BOTT (6) #4 BARS EA F4 48" SO X 12" DEEP WAY, BOTT #5 BARS AT 10" OC F5 60" X 60" X 16" DEEP EA WAY, BOTT #5 BARS AT 8" OC F6 72" X 72" X 16" DEEP EA WAY, BOTT NOTES: 1. PIER HEIGHT TO EQUAL FINISH FLOOR HEIGHT. 2. SIZE TO MATCH ARCH'L BOX COLUMN PLUS 6" EA SIDE SHEATHING (1)(2) NAILING ANCHOR BOLTS(10) UPPER FLOOR SILL CONNECTORS (PER DTLS) PL NAILING A35/LTP4 16d S P1 3/8" APA SHEATHING 8dN AT 6" OC EDGES, 1/2" DIA AT 32" OC, 16dS AT 4" OC (STGD) 18" OC 5" OC 12 FIELD P2 3/8" APA SHEATHING 8dN AT 4" OC EDGES, 1/2" DIA AT 24" OC, 16dS AT 4" OC STGD (4) (STGD) 12" OC 3" OC 12" FIELD P3 8dN AT 3" OC EDGES, 1/4"X6 SCREWS 3/8" APA SHEATHING (4) 1/2" DIA AT 16 OC, 10" OC 2" OC 12" FIELD AT 4" OC, P4 3/8" APA SHEATHING 8dN AT 2" EDGES, 1/2" DIA AT 12" OC, 1/4"X6 SCREWS (4) 8" OC 2" OC 12" FIELD AT 4 OC, NON-SWL N/A N/A 1/2" DIA AT 32" OC, 16dS AT 8" OC (STGD) 24" OC 5" OC NOTES: (1) APA RATED (STRUCTURAL II) PLYWOOD OR OSB. GYPSUM BOARD TO BE PER ASTM C 1396. (2) APA SHEATHING AND GYPSUM SHEATHING MAY BE INSTALLED WITH THE LONG OR SHORT DIRECTION PERPENDICULAR TO THE FRAMING. WHERE APA SHEATHING IS INSTALLED WITH THE SHORT DIRECTION PERPENDICULAR TO THE FRAMING, THE FRAMING MUST BE 16" ON CENTER (MAX). WHERE GYPSUM SHEATHING IS INSTALLED WITH THE SHORT DIRECTION PERPENDICULAR TO THE FRAMING ALL PANEL EDGES MUST BE BLOCKED AND NAILED. (3) 3/8" SHEATHING MAY BE REPLACED WITH 7/16" OR 15/32" SHEATHING WITHOUT ADDITIONAL REVIEW. (4) ALL VERTICAL AND HORIZONTAL PANEL EDGES TO BE BLOCKED AND NAILED. (5) 1/2" GYPSUM MAY BE REPLACED W/ 5/8" GYPSUM. USE 6d COOLERS AT SAME SPACING. (6) END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SHALL NOT OCCUR OVER THE SAME STUD, BUT SHALL BE ATTACHED TO SEPARATE STUDS. NAILS SHALL BE LOCATED AT LEAST %" FROM THE EDGES AND ENDS OF PANELS. STUDS SHALL BE STITCH NAILED TOGETHER WITH (2) ROWS OF 1 OD BOX NAILS AT 10 INCHES OC. (7) ALL SHEAR WALLS REQUIRED (2) 2X TOP PLATES. (8) WALLS SHALL BE CONTINUOUSLY SHEATHED INCLUDING ABOVE AND BELOW OPENINGS. (9) REFER ALSO TO DETAIL 15/SD-2 (10) PROVIDE 0.229" X 3" X 3" PLATE WASHERS BETWEEN THE FOUNDATION SILL PLATE AND THE NUT. THE HOLE IN THE WASHER PLATE IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 41', PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. ABBREVIATIONS: AB ANCHOR BOLTS ADJ ADJACENT ARCH ARCHITECTURAL ASD ALTERNATE STRENGTH DESIGN BLKG BLOCKING BM BEAM BN BOUNDARY NAILING BOB BOTTOM OF BEAM BOTT BOTTOM BRG BEARING CONT CONTINUOUS DL DEAD LOAD DTL DETAIL EA EACH EN EDGE NAILING EXSTG EXISTING EXT EXTERIOR FDN FOUNDATION FTG FOOTING GT GIRDER TRUSS HD HOLDOWN HGR HANGER INT INTERIOR LL LIVE LOAD LOC LOCATION MAX MAXIMUM MFR MANUFACTURER MFT MANUFACTURED FLOOR TRUSS MRT MANUFACTURED ROOF TRUSS MIN MINIMUM N NAIL O/ OVER PL PLATE PT PRESSURE TREATED REQD `REQUIRED tE I XBIVE LOAD) S SINKER SCHED SCHEDULE flay 19 Ng; j LOAD STGD STAGGERED Cff bF FEDER&L (WALL offdfiNITY DEV_ff MrTTOM TN TOE NAIL TOB TOP OF BEAM TR TRUSS ULT ULTIMATE LOAD LINO UNLESS NOTED OTHERWISE W/ WITH cD z 2P a o J o a @^ z (Do C7 0 w z n W Lu N z 0 o uj w 0 J 0 Q `L N O Or O Lu O Cc >a a Cn rn as M z o a _ Cc W N z coo O Lu ILL. U) >a �ti9 1 WAS Yt 53660 q� �-ISTv- sslorrAL Vll STRUCTURAL DETAILS SD-2 RECEIVED May 19 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT t6 Lakehaven WATER & SEWER DISTRICT Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Email: DE@Lakehaven.org * Telephone: 253-945-1581 or 253-945-1580 This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR () ❑ Building Permit-MFR () ® Building Permit -Other ❑ Subdivision () ❑ Short Subdivision () ❑ Binding Site Plan ❑ Boundary Line Adjustment ® Other (specify/describe) Detached restroom Parcel Number(s): 2368000040 Site Address: 32108 - 39th Ave S LWSD GIS Grid: M-09 Ex. Bldg. Area to Remain: UNKNOWN sf WATER SYSTEM INFORMATION New Bldg. Area Proposed: 148 sf (new) 1. ® Water service can be provided by service connection to an existing 8" diameter water main that is approximately 10+ - feet from the site. 2. ❑ Water service for the site will require an improvement to LWSD's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of LWSD's comprehensive water system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing water system is in conformance with LWSD's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with LWSD's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of LWSD's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by LWSD, for any new/modified service connection); ❑ b. Proof or reservation of easement(s) as required by LWSD; ® c. Other: LWSD Service Connection required, for any new/modified service connection. Comments/special conditions: The nearest fire hydrants are approximately 260-310 (+/-) feet from the Property (as marked on map on the back of this page). System hydraulic model results (FF #317, copy attached), at no less than 20 psi, indicate that LWSD's standard maximum allowable liquid velocity of 10 ft/s is exceeded at a fire flow rate above 3,000 GPM. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact LWSD for additional information. 578 Pressure Zone Est. Meter Elevation(s)-GIS: 428+/- Est. Pressure Range at Meter(s) (psi): 63-71 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: '3Wa(Z ffi#" [L (e-signed) Date: 5 f IC122 2368000040 wtr swr.docx (Form Update 1/20/22) Page 1 of 4 yoN 2368000070 2368000065 2368000060 2368000051 3802 3812 3820 3828 2104� 17 32002 Ex. }}H yd r. 2368000040 32108 S 321S T ST i 11650060 3747 23sea001os D 3211850070 32105 Ex. WtrSvc 25607 3803 Ip 1" Meter (COMM) G 2368000115 2368000110 WtrSvc 11445 N 3811 3817 5/8"x3/4" Meter (RES)Ex. 2368000100 32111 2368000035 32116 4 321165TRCT 2368000095 32117 H 8 W 2368000030 Q32122 ti 2368003090 ob 32125 2368000075 2368000080 3810 3818 ••••••- 2368003020 2368000025 3906 3914 2368000085 3211650230 32131 S. 8• 8„ 8" ' S 322ND ST ' ' W Ex. Hydr. 1521049t39 2388100010 2388100020 2388100030 6 23880000t5 2168000010 23fi8000005 3745 3815 3821 3829 3903 3913 3921 TE: Lakehave n Water and sewer Water Certificate of Availability trict neither warrants nor guarantees Parcel 2368000040 accuracy of any facial information fis 0 too 200 vided. Facility locations and conditions subjecttofiekf verification. 5I1Q,'22 B rcc!,. 2368000040 wtr Swr.docx (Form Update 1/20/22) Page 2 of 4 LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Lemons Architecture Date: 6/23/15 Location to be Modeled: 326XX 39th Ave S (APN 1521049022) Lakehaven %4 Section Grid: M-09 Intersection: S 325d' St and 39 h Ave S Add. Description: See attached map Pressure Zone: 578 Results By: John Bown1kD Date: 6/24/15 Model Run No.: Master Water System Model 2007.net FF #317 Condition Pressure (psi) Flow (gpm) Static 62 0 Fire Flow 20 3500 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 3000 gpm. Fire flow capacities greater than 3000 gpm may be accommodated through water system improvements. 062415FF Lemons (Form Rev. 12/6/13) Barcelo Homes, Inc. wtr 1521049022.docx (4/6/15) Page 2 of 2 Lakehaven WATER & SEWER DISTRICT SEWER CERTIFICATE OF AVAILABILITY Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Email: DE@Lakehaven.org * Telephone: 253-945-1581 or 253-945-1580 This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR () ❑ Building Permit-MFR () IN Building Permit -Other ❑ Subdivision () ❑ Short Subdivision () ❑ Binding Site Plan ❑ Boundary Line Adjustment ® Other (specify/describe) Detached restroom Parcel Number(s): 2368000040 Site Address: 32108 - 39th Ave S LWSD GIs Grid: M-09 Ex. Bldg. Area to Remain: UNKNOWN sf SEWER SYSTEM INFORMATION New Bldg. Area Proposed: 148 sf (new) 1. ® Sewer service can be provided by service connection to an existing 24" diameter sewer trunk that is 25+ - feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service for the site will require an improvement to LWSD's sanitary sewer system of: ❑ a. feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of LWSD's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing sewer system is in conformance with LWSD's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with LWSD's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of LWSD's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by LWSD); ❑ b. Proof or reservation of easement(s) as required by LWSD; ® c. Other: LWSD Service Connection Application reauired. Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: higa ffi& g fe-signed) Date: 51IC122 2368000040 wtr swr.docx (Form Update 1/20/22) Page 3 of 4 1,lit # RD AV'� S 320TH ST p1 6313011 S ANYONRO4. 24" DI 17-3 I 1618-4 Ex. S%v r Svc Stub 88000060 3620 2368000051 3828 15210 177 320 2 ;C S .?SST y ST 2388000105 32105 _5 m 2368000100 N 32111 2368000035 32116 2368000095 32t'? OTE: Lakehaven Water and Sewer District neither warrants nor guarantees he accuracy of any facility information provided. Facility locations and conditions re subject tofield verification. Sewer Certificate of Availability Parcel 2368000040 s/10/22 BL 2368000040 wtr swr.docx (Form Update 1/20/22) Page 4 of 4 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT GENERAL NOTES ABBREVIATIONS AFF ABOVE FINISH FLOOR 1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF FEDERAL WAYAS ADOPTED ALUM ALUMINUM CODES AS AMENDED AND MODIFIED BY THE STATE OF WASHINGTON AND THE CITY OF AWN AWNING WINDOW FEDERAL WAY: BLDG BUILDING BLKG BLOCKING FEDERAL WAY REVISED CODE CLG CEILING TITLE 13 - BUILDINGS CLO CLOSET TITLE 19 ZONING AND DEVELOPMENT CODE CLR CLEAR 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL CMU CONCRETE MASONRY UNIT 2018 WASHINGTON STATE BUILDING CODE (2018 IBC W/ AMENDMENTS & ADOPTIONS) COL COLUMN 2018 WASHINGTON STATE FIRE CODE (2018 IFC W/ AMENDMENTS & ADOPTIONS) CONC CONCRETE 2018 WASHINGTON STATE PLUMBING CODE (2018 UPC W/ AMENDMENTS & ADOPTIONS) CONT CONTINUOUS 2018 WASHINGTON STATE MECHANICAL CODE (2018 IMC W/ AMENDMENTS & ADOPTIONS) CSMT CASEMENT WINDOW 2. REFER TO DIMENSIONS ONLY, DO NOT SCALE DRAWINGS. D CLOTHES DRYER DIA DIAMETER 3. ALL WINDOWS SHALL BE DUAL GLAZED, MATCHED TO SASH, WITH A U-VALUE OF .30 OR DN DOWN DS DOWN SPOUT BETTER. ALL WINDOWS SHALL BE INSTALLED AT SILL/HEAD HEIGHT AS DIMENSIONED IN DW DISHWASHER THESE PLANS. THE WINDOW MANUFACTURER IS TO BE RESPONSIBLE FOR THE EA EACH STRUCTURAL STRENGTH OF THE WINDOW UNDER WIND LOADS. EQ EQUAL 5. ALL GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED THE 2018 IRC, SHALL BE EX EXISTING TEMPERED GLASS. EXT EXTERIOR FF FINISH FLOOR FLR FLOOR 6. SILICONE EXTERIOR CAULKING SHALL BE PROVIDED ATALL SASHES, DOOR SILLS, MUD FRZ FREEZER SILLS, AND AROUND ALL EXTERIOR TRIM. ALL CONCEALED VERTICAL AND HORIZONTAL FT FOOT, OR FEET DRAFT OPENINGS CREATED AS A RESULT OF INSTALLING ROUGH MECHANICAL, FURN FURNACE ELECTRICAL, OR PLUMBING EQUIPMENT SHALL BE DRAFT STOPPED WITH EXPANDING GA GAUGE FOAM. GALV GALVANIZED GC GENERAL CONTRACTOR 7. FIREBLOCKING SHALL BE PROVIDED EVERY 10'-0" IN ALL HORIZONTAL AND VERTICAL GLB GLUE -LAM BEAM STUD BAYS. GWB GYPSUM WALL BOARD 8. METAL FLASHING SHALL BE PROVIDED ATALL POINTS REQUIRING WATERPROOFING, HDR HEADER INCLUDING: JUNCTIONS OF ROOF TO WALL, CHIMNEY TO ROOF, SKYLIGHT TO ROOF, HDR-HT HEADER HEIGHT HIM HOLLOW METAL ABOVE ALL EXTERIOR WINDOW AND DOOR TRIM, AND ALL OTHER PROTRUDING HT HEIGHT ELEMENTS. HVAC HEATING, VENTILATING, & AIR CONDITIONING 9. ALL BATH EXHAUSTS SHALL BE VENTED TO THE OUTSIDE. IN INCH INSUL INSULATION INT INTERIOR LAV LAVATORY LBS POUNDS LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MW MICROWAVE N NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OH OVERHANG OSB ORIENTED STRAND BOARD PLT HT PLATE HEIGHT PLYWD PLYWOOD PWDR POWDER ROOM R RADIUS REFR REFRIGERATOR SF SQUARE FOOT/FEET SIM SIMILAR SPECS SPECIFICATIONS STRUCT STRUCTURAL SUSP SUSPENDED TEMP TEMPERED TBD TO BE DETERMINED T&G TONGUE AND GROOVE TYP TYPICAL LINO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W CLOTHES WASHER WD WOOD WH WATER HEATER WIC WALK-IN CLOSET WATSON'S NURSERY RESTROOM PARCEL INFORMATION JURISDICTION: PROPERTY NAME: TAXPAYER NAME: TENANT NAME: ZONING: LOT SIZE: EXISTING STRUCTURES: THREE BEDROOM SFR: GREEN HOUSE: PROPOSED STRUCTURE: DETACHED RESTROOM CITY OF FEDERAL WAY ABC NURSERY & GREENHOUSE FEDERAL WAY WATSON'S NURSERY AND GREENF NEIGHBORHOOD COMMMERCIAL 57,648 SF (1.32 ACRES) 1386 SF BUILT IN 1980 11,500 SF BUILT IN 1992 148 SF (NON-SPRINKLERED) BUILDING AREA CALCULATIONS SEE SHEET A2.1 COMMERCIAL WSEC 2018 SEE SHEETS G1.1-G1.3 PARCEL #: 236800-0040 SHEET INDEX ARCHITECTURAL G1.0 G1.1 G1.2 G1.3 G1.4 A1.0 A2.0 A2.1 A3.0 A4.0 A5.0 STRUCTURAL COVER SHEET ENERGY CODE - ENVELOPE ENERGY CODE - LIGHTING ENERGY CODE - MECHANICAL ACCESSIBLE ROUTE PLAN SITE PLAN PLUMBING PLANS, RISER DIAGRAM, AND PLUMBING NOTES FLOOR AND ROOF PLAN EXTERIOR ELEVATIONS SECTIONS DETAILS S2.1 FOUNDATION AND ROOF FRAMING PLANS SGN STRUCTURAL GENERAL NOTES SD-1 STRUCTURAL DETAILS PROJECT TEAM TENANT: ADDISON GREGORY WATSON'S GREENHOUSE 6211 PIONEER WAY EAST PUYALLUP, WA 98371 (253) 845-7359 addison@watsonsgreenhouse.com ARCHITECT: JOHN DORSEY AIA, LEED AP STUDIO DORSEY ARCHITECTURE 8706 92ND ST NW GIG HARBOR, WA 98332 (253) 686-4677 john@studiodorsey.com STRUCTURAL ENGINEER: ALISHA BRACKEN PE K SQUARED ENGINEERING (702) 505-0167 ksquaredengineering@gmail.com CONTRACTOR'S RESPONSIBILITY CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, CONFIGURATIONS, AND DETAILS DURING CONSTRUCTION AND FOR NOTIFYING THE DESIGN FIRM OR OWNERS OF ANY ERRORS, INCONSISTANCIES, OR INTENDED CHANGES BEFORE THEIR SPECIFIC EXECUTION. RE -USE OF DOCUMENTS THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, AND THE ARCHITECT'S CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPERATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STUDIO DORSEY ARCHITECTURE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF STUDIO DORSEY ARCHITECTURE. COPYRIGHT 2022 THIS DESIGN IS THE PROPERTY OF STUDIO DORSEY ARCHITECTURE. ALL RIGHTS RESERVED. NO COPYING, REPRODUCTION, OR RE-CREATION WITHOUT THE WRITTEN PERMISSION OF STUDIO DORSEY ARCHITECTURE. N _ M O cM 00 N p-) U Q -0 1 L N O m 1-0 0 00 ti = w �o w wCD o= w ¢ m¢ of u- Qu- �o 75 G O O O co w Lu Lu 0') Q Q w U) � Q 0� c zoQ = ry _ N z LLJ Cy.) 0 O Lu Q w w CIO ry w O U ISSUED: STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET Gl .0 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 5/4/22, 2:20 PM https://waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3BOPXNjY19zZW1 pX2hIYXRIZCU3Q3BkX251dl9idWIsZGIuZyZOZnY9c2NjX3NIbWIfaGVhdGVkJmI... 40 ENVELOPE COMPLIANCE SUMMAR 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: 02022 NEEA, All rights reserved Project & Applicant Information Project Title Watson's Nursery Restroom - 2018 WSEC For Building Department Use: Date: May 04, 2022 Project Address 32108 39th Ave S Federal Way, WA 98001 Applicant Name John Dorsey AIA Applicant Phone 253-686-4677 Applicant Email john@studiodorsey.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Retail, General Sales Building Cond. Floor Area 148 Project Scope New Building Space Conditioning Categories Semi -heated Project Cond. Floor Area 148 Floors Above Grade 1 Compliance Method Compliance Method 1 - General Envelope Project Description 148 SF detached restroom building with two single -occupant restrooms and storage. Envelope Compliance Scope Space Conditioning Category Compliance Method WWR/SRR per Category UA Calculation Adjustment Fenestration Alternates Compliance Verification Scope and New Building { {wwr srr see fully conditioned} } None selected No alternates selected RUN COMPLIANCE Method New Building Semi -heated Prescriptive 28.92% / 0`/` None selected No alternates selected COMPLIES Air Barrier Testing I Air barrier testing included in project scope I Air Barrier Comments Project Title Watson's Nursery Restroom - 2018 WSEC Date May 04, 2022 Scope & Space Conditioning - Compliance Verification RUN COMPLIANCE Window -to -wall Ratio {{wwr scc fully_conditionedl Skylight -to -roof -ratio {{srr scc fully conditioned„ Vertical Fenestration Alternate No alternates selected Project Title Watson's Nursery Restroom - 2018 WSEC Date May 04, 2022 Scope & Space Conditioning NEW BUILDING - SEMI -HEATED Compliance Verification COMPLIES Window -to -wall Ratio 28.92% Skylight -to -roof -ratio 0% 1 Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Location in Assembly Continuous Insulatedo Net Area Walls - Semi -heated Space Documents Assembly ID Location Cavity (/o Wall U-Factor (SF) penetration) Furring Wood -framed wall - A2.1 Exterior Wall Assembly - R-21 Intermediate Framing (TABLE O U-0.054 469 Commercial A103.3.1(5)) Slab -on -grade Floors Location in Assembly ID Assembly Slab Edge Under Slab F-Factor Perimeter Documents Location Length (SF) Unheated slab A4.0 Floor Assembly At grade level R-10 R-0 F-0.54 1 Slab Insulation Method: 2 ft vertical (from top of slab downward) IF F-Factor Source: WSEC Appendix A -Factor Source Description: A106.1 Fenestration & Opaque Door Assemblies Insulation R-Values Opaque Doors Location in Assembly ID Assembly Door Insulation U-Factor Rough I Documents Location Opening (SF) Swinging A2.1 DO1 & D02 Exterior R-4.7 U-0.37 59 What percentage of this opaque door is glazing?: 50% or less U-Factor Source: WSEC Appendix A https://waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3BOPXNjY19zZWl pX2hlYXRIZCU3Q3BkX25idl9idWlsZGIuZyZOZnY9c2NjX3NIbWlfaGVhdGVkJmlkPTEwNDQOJmZ2... 1/2 5/4/22, 2:20 PM https://waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3BOPXNjYl9zZWlpX2hlYXRIZCU3Q3BkX25ldl9idWlsZGIuZyZOZnY9c2NjX3NIbWlfaGVhdGVkJml... U-Factor Source Description: Table A107.1(1) Is this assembly exterior or interior?: Exterior Is this a public entrance door?: Yes Door enclosed within a vestibule?: No vestibule Vertical Fenestration Location in Assembly ID Assembly Orientation Shading (PF) Fenestration Fenestration Rough Documents Location SHGC U-Factor Opening (SF) All other fenestration types A2.1 WO1 & W02 Exterior South/East/West PF < 0.2 SHGC-0.38 U-0.30 24 Facing U-Factor & SHGC Source: WSEC Appendix A U-Factor Source Description: TABLE C303.1.3(5) Is this assembly exterior or interior?: Exterior +� cM 00 O-)Cn U O U) ti N O O N O CQ -0 s U �� o M r,_ = m*_ Lo �to1 N to c� 00 V O LU U Z LU r O w = z O w = ¢ oQ LU � O z LU co 1 G O O W LU CY) Q W UN) L.I. co J Z o < = 0L _ 04ZLLJ C�� O w V) LL Q W n O J W Z W I W 0 O U CD w Z W ISSUED: STATUS: AGENCY REVIEW https://waenergycodes.com/print_ project _summary _form. php?k=Y29tYm9fdGZ2X3B0PXNjY19zZW1 pX2h1YXRIZCU3Q3BkX251d19idWIsZGIuZyZOZnY9c2NjX3NIbWIfaGVhdGVkJmlkPTEwNDQOJmZ2... 2/2 DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: G1.1 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 5/4/22, 2:13 PM https://waenergycodes.com/print_Project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb3llNONwZF9uZXdfYnVpbGRpbmcmdGZ2PWxOZ19zY29... Individual Fixtures Wall -mounted LED02 A2.1 LED Building entrances and exits - New Pedestrian entrances & exits Fixture Description: Alcon, Zen LED 4" Round downlight Do these fixtures require specific exterior lighting controls?: None required Fixture Type Fixture ID Location in Documents Lamp Type Non -Tradable Surface Type New or Existing -to -Remain Individual Fixture Wall -mounted LED02 A2.1 Building fagade - New Do these fixtures require specific exterior lighting controls?: None required https://waenergycodes.com/print project summaryform. php?k=Y29tYm9fd GZ2X3 BO P WxOZ 19zY29wZV9uZXdfa W50ZXJ pb31I N ONwZF9uZXdfYnVpbG Rpbmcmd GZ2P WxOZ 19zY29wZV9uZXdfaW 50Z... 3/3 5/4/22, 2:13 PM hftps://waenergycodes.com/print project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZl9zY29wZV9uZXdfaW50ZXJpb3llNONwZF9uZXdfYnVpbGRpbmcmdGZ2PWxOZ19zY29... LIGHTING COMPLIANCE SUMI. 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: 02022 NEEA, All rights reserved Project & Applicant Information Project Title Watson's Nursery Restroom - 2018 WSEC For Building Department Use: Date: May 04, 2022 Project Address 32108 39th Ave S Federal Way, WA 98001 Applicant Name John Dorsey AIA Applicant Phone 253-686-4677 Applicant Email john@studiodorsey.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Retail, General Sales Building Cond. Floor Area 148 General Project Types New Building New Building or Addition Lighting Scope g g P Interior Lighting Exterior Lighting Alteration Lighting Scope Project Cond. Floor Area 148 Floors Above Grade 1 Compliance Method Compliance Method 1 - General Lighting Project Description The project is a 148 SF detached restroom building. See drawings A2.1 for lighting information. Lighting Compliance Scope Project Type Interior / Exterior (Interior includes both interior & parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance Verification New Building Interior Lighting Space by space No Calculation Adjustments selected COMPLIES and Method New Building Exterior Lighting Not applicable to exterior COMPLIES Additional Efficiency Options Included ProjectTitle Watson's Nursery Restroom - 2018 WSEC Date May 04, 2022 sighting Power Calculation NEW BUILDING - INTERIOR LIGHTING Compliance Verification COMPLIES :ompliance Method Space by space LPA Calculation Adjustment one Interior Lighting Power Allowance - Space by Space General Space Type Specific Space Type Ceding Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD + Display LPD) Compliance Status Restroom General 122 0.63 77 Storage room Less than 50 sf 25 0.51 13 Proposed Total LPD 83.5 Totals 1 90 1 83 1 COMPLIES Proposed Lighting Power Density Fixture Type Fixture ID Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Recessed downlight LED01 2 38 76 Recessed downlight LED03 1 8 I 8 Proposed Total LPD 1 83.5 Project Till Watson's Nursery Restroom - 2018 WSEC Date May 04, 2022 'roposed Fixtures Details I NEW BUILDING -INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing -to -Remain https://waenergycodes.com/print project summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfa W50ZXJ pb3i lNONwZF9uZXdfYnVpbG Rpbmcmd GZ2P WxOZ19zY29wZV9uZXdfaW50Z... 1 /3 5/4/22, 2:13 PM https://waenergycodes.com/print_Project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb3llNONwZF9uZXdfYnVpbGRpbmcmdGZ2PWxOZ19zY29... Individual Fixtures Recessed downlight LED01 I A2.1 LED I New Fixture Description: LED 6" - Alcon Lighting - Mirage Arch Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed downlight LED03 I A2.1 LED New Fixture Description: Juno 6" Podz Canless LED Downlight Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Project Titl Watson's Nursery Restroom - 2018 WSEC ay 04, 2022 sighting Power Calculation NEW BUILDING - EXTERIOR LIGHTING 910wcompliance Verification COMPLIES ;xterior Lighting Zone ZONE 2 Base Site Allowance 400 Exterior Tradable Lighting Power Allowance Tradable Surface Tradable Surface Sub -Type Surface Area (SF) LPA (Watts/SF) Linear Feet (LF) LPA (Watts/LF) (LPA x SF) or Total Watts Allowed (LPA x LF) Total Tradable Proposed Watts Tradable Compliance Status Building entrances and exits Pedestrian entrances & exits 19 14 266 Base Site Allowance 400 Totals 1 6661 30 COMPLIES Proposed Tradable Lighting Power Density Fixture Type Fixture ID Tradable Surface Type Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Wall -mounted LED02 Building entrances and exits - Pedestrian entrances & exits 2 15 30 Tradable Proposed Total 30 Remaining Base Site Allowance Watts 400.00 Exterior Non -Tradable Lighting Power Allowance Non -Tradable Surface Non -Tradable Surface Sub -Type Surface Area (SF) LPA (Watts/SF) # of Items LPA (Watts per # of items) Total Watts Allowed (LPA x SF) or (LPA x # of Items) Total Non -Tradable Proposed Watts by Surface Type Non -Tradable Proposed Watts Exceeding LPA Non -Tradable Compliance Status Building fagade 208 1 0.075 16 Total Proposed Watts Exceeding LPA 0 Remaining Base Site Allowance 400 COMPLIES Proposed Non -Tradable Lighting Power Density Watts or Total Watts Fixture Type Fixture ID Tradable Surface Type Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures (#F) per Fixture Feet (LF) Foot (WpLF) (#F x WpF) or (WpF) (LF x WpLF) Individual Fixture Wall -mounted LED02 Building fagade - 0 15 NaN Project Tit Watson's Nursery Restroom - 2018 WSEC Date May 04, 2022 Proposed Fixtures Details NEW BUILDING - EXTERIOR LIGHTING Fixture Type Fixture ID Location in Documents Lamp Type Tradable Surface Type New or Existing -to -Remain +� cM 00 O-)Cn U O U) ti N O O N O CQ -0 s U �� CD r,_ = m*_ Lo �V)1 N U) c13 00 V O LU U Z LU r O w = z O Fr ¢ oQ ��U_ :z oLU O � 1 75 O O O W LU CY) Q W NVN ) L.I. co Z c) �< � LL N LU co 0 O w V) LL Q V Z_ �_ V J 1 W 0 O U NV 0. W Z W ISSUED: STATUS: AGENCY REVIEW https://waenergycodes.com/print project summaryform. php?k=Y29tYm9fd GZ2X3 BO P WxOZ 19zY29wZV9uZXdfa W50ZXJ pb31I N ONwZF9uZXdfYnVpbG Rpbmcmd GZ2P WXOZ19ZY29 WZV9UZXdfaW 50Z... 2/3 DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: G1.2 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 5/4/22, 2:46 PM https:/Iwaenergycodes.com/print project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWI Y19odmFjX3N5cl96b25pbmdfc2luZ2xIJTdDcGRfbmV3X2J1aWxkaW5nJnRmdjltZWNfaH... MECHANICAL COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: 02022 NEEA, All rights reserved Project & Applicant Information Project Title Watson's Nursery Restroom - 2018 WSEC For Building Department Use: Date: May 04, 2022 Project Address 32108 39th Ave S Federal Way, WA 98001 Applicant Name John Dorsey AIA Applicant Phone 253-686-4677 Applicant Email john@studiodorsey.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Retail, General Sales Building Cond. Floor Area 148 General Project Types New Building New Building or Addition Mechanical ScopeMechanical Single Zone Systems & Equipment Alteration Scope Project Cond. Floor Area 148 Floors Above Grade 1 Compliance Method Compliance Method 1 -General Mechanical Project Description 148 SF Detached restroom building. See A2.1 for mechanical information. Project Economizer DOAS Ventilation Higher Equipment Equipment Efficiency Mechanical Compliance Type Mechanical Scope Exception(s) � Applied. Provided? EfficiencyOptionA lied? PP Compliance Verification Scope and Method New Single Zone Systems & Building Equipment No No NA COMPLIES Additional Efficiency Credits Included (AEC) Does building include occupancy classifications requiring No Does project include DOAS equipment? No DOAS? Based on project scope do TSPR requirements apply? No Do all systems comply with Appendix D standard reference design or qualify for an exception to No TSPR? Scope & space conditioning JEr!!U:1L:D:ING- SINGLE ZUNE SYSTEMS & EQUIPME Tpliance Verification COMPLIES https://waenergycodes.com/print project summary_form. php?k=Y29tYm9fdGZ2X3BOPW 1 IY19od m FjX3N 5cl 96 b25pbmdfc2luZ2xIJTd DcG RfbmV3X2J 1 aWxka W5nJ n Rmdj 1 tZW Nfa HZhY19zeXNfem9u ... 1 /1 +� cM 00 U O U) ti Cn O O N O t9 -0 s U �� CD M m*- Lr) �to1 U) m 00 O � U Z LU r O w = z O w = ¢ oQ � < � O z LU 00 1 2 O O v! Nw w U) Z ISSUED: 7M LU Q 07 00 r N cY) W 0 O U O ry W Z W r 00 Q / �Q L.f_ W 0 w ILL STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: G1.3 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 430' AREA OF (EX) CHECKOUT AND (EX) OFFICES 430' S 320TH S I I RBED O J ACCESSIBLE ROUTE PLAN SCALE: 1" = 40' 425' 1 1 1 1 Accessible route to be skid surface concrete or asphalt MAINTAIN TRANSITION BETWEEN GRAVEL AND CONCRETE SLAB ON GRADE COMPLIANT W/ ANSI a117.1, 2009. MAX 1/4" VERTICAL OR MAX 1/2 VERTICAL WITH A MIN 1:2 BEVEL PER 303 CHANGES IN LEVEL OPEN WALL GREATER THAN 44" PATH THROUGH (EX)OPEN RETAIL AREA W/ 44" MINIMUM CLEARANCE TO BE PROVIDED ATALL TIMES. LINE TRAVEL IS NOT BLOCKED BY OFFICES, CHECKOUT, OR PERMANENT ELEMENTS. \ EGRESS PATH HAS NO SLOPE AND IS GRADED 0 IDE PORTAL IING 16" WIDE VG ENTRANCE tS 420' 415' i 410' I � I 1 � 1 324 �` 410' 1 - 415' 420' 1 1 425' 1ANDICAP STALL 1 NORTH 0 20' 40' 80' 0 LO 00 a' A O �. " �Q O ( o a� 0� (C;-0 O N O CO -0 v (.C) o ca M �cn1 N U) (B V O G 75 O Q C] W Q W Cf) C >Q C'M �OOJ z _0 � N W z 0 O W U) LL Q Z Q a_ W O W J m U) W U U Q ISSUED: 2022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET G1.4 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT C.1 SIMPLIFIED DRAINAGE REVIEW REQUIREMENTS: THE PROJECT RESULTS IN LESS THAN 7,000 SF OR MORE OF LAND DISTURBING ACTIVITY AND LESS THAN 5,000 SF OF NEW PLUS REPLACED POLLUTION GENERATING IMPERVIOUS SURACE. 1. APPLY FLOW CONTROL BMPs TO DEVELOPED SURFACES SEE SECTION C.1.3 (pg. C-16) LARGE LOT BMP REQUIREMENTS (SITE > THAN 22,000 SF) 2. APPLY ERROSION AND SEDIMENT CONTROL (ESC) MEASURES TO DISTURBED AREAS DURING COSNTRUCTION AND APPLICABLE STORMWATER POLLUTION PREVENTION AND SPILL CONTROL (SWPPS) MEASURES. SEE SECTION C.1.5 (pg. C-30) 430' FIGURE ('.2.4.B TI FICAL CRAVELrFILL€O DISPERSION TRENCH FOR BASIC DISPERSION Mqx�% SLOB t` LEVEL Ol1TlEf ti MSC 75� �E 6' MIN. j` RIGID PEFORAT' 78" MIN. PIPE, 4' MIN. DIA. 314'TO 1-112" WASHED DRAIN ROCK 24" MIN. TRENCH SECTION NTS SLOPE SMALL CATCH BASIN OR `TARO DRAIN :=2 FOOT (MIN-) VEGETATED LOWPATH SEGMENT ------------- -T90 Sq-IFT- SIMPLE ILL FOOT!vii46H fff FLOWPATH SEGMENTS TYPE 1 CB MOST NOT CVERL = 3.500 SO. FT. - - - �2&FOOT(MIN.)VEGETATED FLDWPATH SEGMENT ------------ MA IMOMS FOOTTHEN(:liW NOTCHED BOARD (SEE FIGURE C2.1.0) UNINCORPORATED KING COUNTY 430' (EX) GAS STATION 1 SILT CONSTRUCTION FENCE PER C.3.6 S 320TH S ROOF RAIN GUTTER TO FLOW BY LEADER DIRECTLY INTO SMALL CATCH BASIN AND 10' DISPERSION TRENCH PER FIGURE (EX) SEWER MAIN 20' SETBACK BETWEEN BN C.2.4.13. PROVIDE 25' MIN VEGETATED AND RESIDENTIAL PER FLOW PATH WITH 320 SF NEW NATIVE FWRC 19.125 VEGETATION. - - - PROPOSED STRUCTURE: �— (2) SINGLE OCCUPANT RESTROOMS W/ STORAGE PROPOSED SEWER ZONE: RS9.6 CONNECTION BUILDING FOOT PRINT: 149 sq ft ` 190 sq ft OF DISTURBED CONCRETE PAD: 74 sq ft TOTAL REPLACED IMPERVIOUS SURFACE: 149+74= ZONE: BN - NEIGHS BUSINESS n -- 223 SF I 425' UNINCORPORATED 6 STATION KING COUNTY (EX) CONC SIDEWALK, TYP (EX) LANDSCAPE (EX) GRAVEL RETAIL AREA: (MAX 5,000 SF) 21,659 sq ft 21'-6" TOTAL DISTURBED 10'-011 MIN 223+104+190= 517 SF 2 (MAX 7,000 SF) �� k 430' CONNECT WATER TO (EX) STRUCTURE _ 104 sq ft OF DISTURBED 1 ( WATER MAIN — — (EX) HOOP GREEN HOUSE AND RETAIL� STRUCTURE 11,466 sq ft 1 ) , PROVIDE STABALIZE CONSTRUCTION \ HC (E ENTRANCE AS REQUIRED PER C.3.1 v �L (EX) ASPHALT PAVED ADD ONE ADDITIONAL 1 '� \ AREA: 10,522 sq ft PARKING STALL 9'-0" x 18'-0" BEYOND 1 EX WHAT IS EXISTING 1 (X) 1 R PO E ZONE: RS9.6 L (EX) SINGLE I - --- -, FAMILY RESIDENCE I LANDSCAPE 36 q 7 (EX) AREAS 1,3sft 70 s ft (EX)GRAVEL - — — — — PARKING 8 (EX) TOTAL SITE AREA: 57,648 s ft 4' 4 sq ft AREA: q , 4,1.$9 sq ft COMMERICAL AREA: 51,522 sq ft _ r 796 sq ft' RESIDENTIAL AREA: 6,126 sq ft I ZONE: RS9.6 I -------4 A SITE PLAN SCALE: 1" = 40' ZONE: RS9.6 420' 415' 410' I 1 ZONE: BN -NEIGHBORHOOD BUSINESS ` 1 321• -1 410' (EX) GAS STATION (EX) ELECTRICAL 415' METER AND BREAKER 420' (EX) PARKING LOT ENTRANCE 425' (EX) PARKING STALLS, TYP UNO 10 O 07 F F NORTH 0 20' 40' 80, WATSON NURSERY RESTROOM PARCEL #: 2368000040 : +. � O 00 rn U ti O " ro>Q a� o -O > (o 'O 0 N O CO -0 _0 U CO 0 (6 r,- = M �to1 N U) cB o0 V 'ten' V O Lu o w Lu ¢ o¢ J 0 Z � 2 CD O Ln 1 G 0 0 Q C] 00 W Lu (1) � Q W c >Q C'M �OOJ z _0 9 N W z 0 0 W U) LL Q z Q 0- Lu F____ U) ISSUED: 2022.02.16 0 2022.04.05 0 2022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: A1.0 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT It5 0 I� I_= I� 311V 311V 1.112"V r— ---T————————I----�— — —— 1 314" C.W. I 314' C.W. I I I I 314" SHUT OFF VALVE 112" C.Wl W,H, 112" C,W W,H, 112" C'W 314" C.W. W.H. 112" CAI I I I I TO WATER MAIN 314" C.W. ❑ ❑ 1:1I I I I W.C. A SINK i W.C. i LAV, = 3„W C.0 4°W RESTROOM ISOUTH) 314" SHUT OFF VALVE & PIPE @ W,C„ TYP ELECTRIC POINT OF USE WATER HEATER, TYP. Q SHUT OFF VALVE & PIPE @ LAVJSINK, TYP =I 3°W STORAGE PLUMBING NOTES: RESTROOM NORTH INSTALL SEWER WASTE LINES WITH MIN. SLOPE OF 1/4" PER FOOT FOR 2-1/2" AND SMALLER PIPE AND 1/8" PER FOOT FOR T-4" PIPE. INTERIOR PIPE TYPE: WATER SUPPLY: TYPE L COPPER PIPE SANITARY SEWER WASTE PIPING: SCH. 40 ABS PLUMBING CONTRACTOR TO VERIFY FIXTURE UNITS AND PIPE SIZING PER 2018 UNIFORM PLUMBING CODE AND MODIFY DESIGN TO MEETALL APPLICABLE CODES AND REQUIREMENTS. PROVIDE 1" FOAM INSULATION ON HOT WATER PIPING. ABBREVIATIONS: C.W. COLD WATER C.O. CLEAN OUT V VENT W WASTE WATER W.C. WATER CLOSET W.H. TANKLESS WATER HEATER PLUMBING DIAGRAM N.T.S. 1 4°W RISER DIAGRAM AND PLUMBING NOTES SCALE:1/2" = 1'-0" TO SANITARY SEWER MAIN 0 1' 2' 4' TO WATER MAIN PLUMBING PLAN - SANITARY SEWER SCALE:1/2" = 1'-0" 0 1' 2' 4' PLUMBING PLAN - WATER SUPPLY SCALE:1/2" = 1'-0" 0 1' 2' 4' TO SANITARY SEWER MAIN (4 NORTH LO 00 a' A O �. " �Q O ( o a� o� (c;-0 O N O CO -0 v (.C) o ca M �cn1 N U) (B V O 75 G O O Q c) 00 w�� Q �Lu _� w cf)c>Q 0� CM DOOJ Z _0 N W Z 0 O w U) LL g U) Lu �O W Z U) 0�z ISSUED: A 12022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: 3 A2.0 NORTH ENVELOPE AND AIR BARRIER NOTES: 1. THERMAL PERFORMANCE COMPLIANCE BY PRESCRIPTIVE PERFORMANCE. SEE SECTIONS FOR INSULATION CALLOUTS. 2. IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS READILY OBSERVABLE DURING INSPECTION. 3. SEAL LIGHT FIXTURE HOUSING PER C402.5.8. ALL RECED LIGHTING FIXTURE SHALL BE IC RATEDAND HAVEAN AIR LEAKAGE RATING NOT GREATER THAN 2 CFM PER ASTM E283 TEST 4. BUILDING ENCLOSURE AIR LEAKAGE TESTING IS REQUIRED FOR WSEC COMPLIANCE. 5. BUILDING ENCLOSURE AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779 AND THE TARGET LEACKAGE RATE IS 0.25 CFM/FT2 AT 0.3 IN WG. 6. (1) SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION AND OWNER (2) IF INITIAL TEST RESULT EXCEED 0.25 cfm/ft2 (1.5 L/s*m2), indicate that inspection and all practical corrective actions be completed and documented in the air leakage test report; (3) If initial test result exceeds 0.40 cfm/ft2 (2.0 L/s*m2), indicate that corrective actions shall also include re -testing; (4) Indicate that corrective measures and retesting must be repeated until the test result is 0.40 cfm/ft2 (2.0 L/s*m2) or less; (4) INCLUDE AIR BARRIER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION PROVIDED TO BUILDING OWNER. 6. PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE CALCULATIONS, WSEC ENVELOPE COMPLIANCE REPORTS, AND FENESTRATION NFRC RATING CERTIFICATES. POWER & LIGHTING NOTES: 1. PROVIDE LUMIAIR LIGHT LEVEL CONTROLS (LLLC) FOR ALL INTERIOR LIGHTIN ALL LIGHTING TO HAVE OCCUPANT SENSORS. 2. PROVIDE TIME CONTROLS AND MASTER SWITCH FOR ALL LIGHTING FIXTURES. 3. PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING WSEC LIGHTING COMPLIANCE REPORTS THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AREAAND / OR SURFACE TYPES, LIGHTING POWER ALLOWANCES AND INSTALLED DENSITIES. 4. ELECTRICAL OUTLETS TO BE CONTROLED BY TIME CONTROLS AND MASTER SWITCH. DOOR SCHEDULE LINE OF CONTINUOUS AIR BARRIER TO BE PROVIDED BY CONTINOUS WEATHER RESISTIVE BARRIER SEE NOTES ON SECTION LABEL QTY WIDTH HEIGHT FRAME MATL DOOR MATL REMARKS D01 4 T-0" 6'-8" 2" HOLLOW MTL STEEL - INSUL/THERMALLY BROKEN SILL "OPEN/CLOSED" DEADBOLT, KEY LOCK, CLOSER, ADA HANDLE, GASKET/SEAL, THRESHOLD W/ SWEEP. MIN U-0.47 D02 2 2'-10" 6'-8" 2" HOLLOW MTL STEEL - INSUL/THERMALLY BROKEN SILL KEY LOCK, CLOSER, ADA HANDLE, GASKET/SEAL, THRESHOLD W/ SWEEP. MIN U-0.47. A WINDOW SCHEDULE LABEL QTY WIDTH HEIGHT TYPE NOTES W01 4 T-4" 2'-0" FIXED ARGON FILLED, LOW E GLASS, DOUBLE GLAZED, U-.28 MIN, SHGC-0.38, FIBERGLASS W02 4 2'-4" 2'-0" AWNING ARGON FILLED, LOW E GLASS, DOUBLE GLAZED, U-.28 MIN, SHGC-0.38, FIBER GLASS I LIGHTING SCHEDULE FIXTURE: MANUFACTURER: MODEL: WATTS/LUMENS/KELVIN: NOTES: LED01 ALCON LIGHTING MIRAGE ARCHITECTURAL LED 6" ARCHITECTURAL 38W/3035LMS/35K OCCUPANT SENSOR/DIMMABLE LED02 ALCON LIGHTING ZEN ARCHITECTURAL LED 4" ROUND CYLINDER WALL MOUNT (SHORT (1) DOWN LIGHT ONLY) BLACK 15W/1200LMS/35L LED03 JUNO PDZ CANLESS LED 6" 7.5W/700LMS/35K OCCUPANT SENSOR ROOF PLAN SCALE:1/2" = 1'-0" CEILING FAN, TYP 1000 WATT ELEC WALL HEATER,TYP CHANGING STATION, TYP 6" LED CAN LIGHT, TYP A -A A4.0 ACCESSIBLE LAVATORY, W/ WHEELCHAIR CLEARANCE W/ MIRROR ABOVE, TYP WALL MOUNTED DOWN UP LIGHT LIGHT SWITCH WITH OCCUPANT SENSOR 3 CI ITTC� ANIM Mn%A/AIQ�(lI IT A, / 3 B-B A4.0 1\,� RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT `V 1 A -A A4.0 �V 1 B-B A TOTAL BUILDING AREA: 148 sq ft B C A4.0 D 18'-8" T-8" T-4" T-8" FULL HEIGHT WALL i o i GFCI OUTLET, TYP i UTILITY/MOP SINK c L — J ILF STORAGE03 RE TROOM 01 AREA: 25 sq ft RESTROOM 02 — — I 2x6 WALL STUD WALL PER STRUCT � W/ R-21 BATT INSULATION, TYP AREA: 61 sq ft \ AREA: 61 sq ft { — — _j \ \ LED03 I LED01 I \J 1 \ I / LED01 / \ \ GFCI / / z I — — I I \ GFCI � � r i / A4 0 \ GFCI 00 I \ /I / // /I \ \ o O a I o co L / I� / LIGHT SWITCH WITH OCCUPANT \ / I L \ D01 SENSOR D01 7 LED02 io CLtRESTORY ABOVE LED02 SEE �EVATION U-0.30 M I "SSY ROOF ABOVE i 11_01 6_8" 1,_0'. i i 1,_0�� 6_8" 1 _0 INSTANTANEUOUS HOT WATER HEATER 3 A (1 PER LAVATORY, SINK) B C D A4.0/� FLOOR PLAN SCALE:1/2" = 1'-0" NORTH +� cM 00 O-)Cn U O Q, U) ti N O O N O CQ s U �� o ca m �cn1 fn N 00 O � U Z w ro LU = z o= LU a o a Elf < �0 z LU O � 1 G O O Q LU LU ��Q Q LLJ Cn rn Q c C J zoQ N LJ Z Lr') O w Q Z Q J 0- LL O O 0 Z N� L.L O O LL ISSUED: 12022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: A2.1 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT �u� D01 20 sq ft i +0" ; - FINISH FLOOR EAST ELEVATION SCALE:1/4" = 1'-0" STANDING SEAM METAL ROOF (OPTION: ARCHITECTURAL COMPOSITE SHINGLES) B C D VERITICAL RED CEDAR STAINED SIDING TILE SIDING WALL AREA: 145 sq ft +11 sq = 156 sq ft it ft li +o" FINISH FLOOR 5 �ftl I7sg1 01 D01 20 sq ft +0" FINISH FLOOR 0 2' 4' 8' +0" FINISH FLOOR WEST ELEVATION SCALE:1/4" = 1'-0" +o" +o" FINISH FLOOR FINISH FLOOR SOUTH ELEVATION SCALE:1/4" = 1'-0" 0 2' 4' 8' mmooll NORTH ELEVATION SCALE:1/4" = 1'-0" +o" FINISH FLOOR 0 2' 4' 8' +o" FINISH FLOOR : O 00 rn A O " �Q a� ( o a� o� (c;-0 O N O CO -0 v CC� o m r, = M cn N U) (B V O o "0. Jo z � CD O 1 G O O Q C] 00 w�� Q Lu w cf)c>Q C'M �OOJ Z _0 N W Z 0 �O w vJ LL VJ Z O Lu J W ry O ry W X w ISSUED: STATUS: AGENCY REVIEW 0 2' 4' 8' DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: A3.0 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT !`lIIAITIAII lrl IC \/CAITCfI C/'1CCIT A -A BUILDING SECTION_ SCALE:1/2" = 1'-0" RD BLOCKING DNTINUOUS VENTED SOFFIT ,8 CEDAR FASCIA, TYP ETAL GUTTER AND DWNSPOUT PER PLAN WALL ASSEMBLY: EXT CLADDING O/ FURRING STRIPS WEATHER RESISTI SHEATHING PER S' WOOD STUDS PER W/ R-21 BATT INSU DASH LINE OF AIR CONTINUOUS WITI- AND BOTTOM PER =E A5.0 FOR BATHROOM BARRIER MANUFA( XTURE DIMENSIONS NATURAL GRADE +0" +0" FINISH FLOOR FINISH FLOOR iICKENED SLAB PER STRUCT 2' VERTICAL R-10 2" AT PERIMETER W/ E FLASHING OR TAPE FXTFRInR C nNC:RF R-10 2" XPS RIGID INSULATION AT UNDERSIDE OF SLAB B-B BUILDING SECTION 0 1' 2' 4' SCALE:1/2" = 1'-0" /�, ^ -,� A A, A A, ROOF ASSEMBLY: STANDING SEAM METAL ROOF O/ ICE AND WATER SHIELD MEMBRANE (CONTINUOUS AIR BARTER) O/ +� cM 00 U O U) ti cn o O N O CQ -0 s U �� CDca m �cn1 U) N 00 O � U Z Lu r O w = z O w ¢ CloQ � Elf < � O z Lu O � 1 75 G O O�/ c) W Lu Q W U) co co Z o �< LL N LJ Z Lr') O w U) LL Q U) Z O U W ISSUED: 12022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: A4.0 RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 0 NOTES: 1. SNR ONLY AT WOMEN'S AND UNISEX RESTROOMS 2. SEE ENLARGED FLOOR PLANS FOR ALL PARTITION DIMENSIONS 5' - 0" MIN CLR 3' - 0" CLR -1' 6" V - 6" , 1' - 6" o GB @ GB o GB C CV CV d Z% z r, o U) BFWC o AMBL n SCD a VERT. GB BARRIER FREE COMPARTMENT u STANDARD COMPARTMENT AMBULATORY COMPARTMENT 0 4'-6" 3'-6" GB SCD BFWC - VERT. GB SINGLE GANG TYPICAL WATER CLOSET PLAN ACCESSORY KEY AMBL AMBULATORY WATER CLOSET BFWC BARRIER FREE WATER CLOSET BFDF BARRIER FREE DRINKING FOUNTAIN BFL BARRIER FREE LAVATORY BFSH BARRIER FREE SHOWER BFU BARRIER FREE URINAL CH COAT HOOK CT CHANGING TABLE DF DRINKING FOUNTAIN FD FLOOR DRAIN GB GRAB BAR HK HOOK STRIP HND HAND DRYER LAV LAVATORY FINISHED WALL 40" VERT. GB I 16%18" 24" MIN lo 12" MAX Q P !�r> I > TPD1001 M � BFWC 7" _ 9,, BFWC xa ; U� }' 7 42" MAX 07 r, C MR MIRROR MR/SH MIRROR W/ STAINLESS STEEL SHELF MPR MOP RACK MBH MOP/BROOM HOLDER PTD PAPER TOWEL DISPENSER PTR PAPER TOWEL RECEPTACLE SCD SEAT COVER DISPENSER SD SOAP DISPENSER SNR SANITARY NAPKIN RECEPTACLE TPD TOILET PAPER DISPENSER TR TRASH RECEPTACLE U URINAL WC WATER CLOSET WF WASH FOUNTAIN URINAL SCREEN, TOILET PARTITION LOCATE PER PLAN OR WALL SD o � � (F010) - Co a z r uj 00 v ch _ �`' 0o z a C'� Q W uj U U w a L.Us N a- = O BFU U SNR TPD HK Nil SHELF Nil HND PTD SCD BFDF SINK (SEE MECH) MIRROR, SEE A8,00 FOR SIZE B.O. REFLECTIVE INSULATED PIPES TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS : O 00 a' A O " �Q 0 ( o a� o� (C;-0 O N O CO -0 v (.C) o ca M �cn1 N U) (t3 V 0 75 O O L.L Q c) 00 w�� Lu w Cf)C>Q C'M �OOJ Z _0 N W Z 0 O w U) LL Q J a w 0 ISSUED: STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: A5.0 Scale: 1/4" =1'-0" Scale: 1/4" = V-0" studiodorsey RESUBMITTED 2022.06.16 — Watson's Restroom — Cycle 2 Response a r c h i to c t u re 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT June 16, 2022 Studio Dorsey Architecture 8706 92nd Street NW Gig Harbor, WA 98332 Contact: John Dorsey ALA, LEED AP Phone: (253) 686-4677 Email: John cniestudiodorsey.com Re: File #22-101961-000-00-CO; WATSON'S NURSERY 32108 39TH AVE S Attn: Andrew Norton City of Federal Way Plans Examiner (253) 835-2639 Re: File #22-101961-000-00-CO; WATSON'S NURSERY 32108 39TH AVE S Architect Comment Responses — Revision 3 (Cycle 2 for Building) 1. Please submit a riser diagram for the new plumbing systems. See new sheet A2.0 plumbing plan and riser diagram 2. Page A3 shows a shed style roof, and page S2.1 shows a hip style roof. Please clarify which style of roof will be installed on the building and update the plans accordingly. The roof is a shed roof as shown in the architectural roof plan. Although the framing layout appears similar to a hip -style roof the framing pattern is actually the structural engineer's way of dealing with the shed roof's overhangs without using a structural fascia. 3. Page S2.1 has a callout for detail A-A/A3.0, but I am unable to find that detail on page A3.0. See sheet A4.0 for revised Building section layouts AA/A4.0 and B-B/A4.0. S2.1 callout was for the building section on architectural callouts have been revised on both sheets for clarity. 4. Page S2.1 has a callout for detail 4/A4.0, but I am unable to find that detail on page A4.0. See sheet A4.0 for revised Building section layouts AA/A4.0 and B-B/A4.0. S2.1 callout was for the building section on architectural — callouts have been revised on both sheets for clarity. studiodorsey architecture 2022.06.16 — Watson's Restroom — Cycle 2 Response 5. Please show, in great detail the accessible route to the new restrooms that complies with Chapter 10 and 11 of the IBC and the 2009 ANSI A117.1. See new sheet Gl A for the accessible route and pertinent notes. 6. Page Al under the project description notes that you are adding 2 high low water fountains. I am unable to locate those on the plan. Please specify where those will be placed. Also, update the new plumbing riser diagram accordingly. A drinking fountain will not be provided at the proposed restroom. The note has been removed from sheet G1.0. 2 A -A A4.0^ T) AB'S @ 16" OC FOUNDATION PLAN SCALE:1/2" = 1'-0" SISTFRFn 2XR TYP 2x6 , TYP UN I Lf1r r%I rLr%I L IL IVIIIV 1 ROOF FRAMING PLAN SCALE:1/2" = 1'-0" B-B 3 B-B A4.00 B-B A4.0 �1 I 3 B-B A4.0 R;1.4 4" CONCRETE SLAB OVER 4" ABC W/ #3 BARS @ 15" OC EACH WAY CENTERED NORTH 4' (: 0 1' 2' --0 U O N x N NORTH 0 1' 2' 4' � e FOUNDATION NOTES 1. SEE GENERAL STRUCTURAL NOTES ON SHEET SGN ROOF FRAMING NOTES 1. SEE GENERAL STRUCTURAL NOTES ON SHEET SGN RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT �Y B� ti5 F WASFt>, 53660 w� O� ��GISTER� tS�' �SSIONALE�� co : +. 00 rn U ti O ">a a� o -O > (c; 'O O N O CO -0 v �� o m M Lr) �U)1 N U) (B V O V CZ G Q ry LL H O O� rlyz 0 Q Z J Q Z O Q z D O LL ISSUED: A 12022.06.16 STATUS: AGENCY REVIEW DATE: 2022.05.04 DRAWN: JMD JOB #: 21-009 NAME: WATSON'S SHEET: S2.1 az wg LOWER a a 2X DBL TOP PL 1 2-0" M I N 2X WALL PER PLAN — STEP IN PLATE NTS 4'-0" P1 SHTHG PER SWL P,L-PPPER 2X DBL TOP PL CS STRAP TO 4X L 4X BLKG BTWN STUDS BLKG. LAP LOWER IN LINE W/ LOWER TOP TOP PL 2-0" MIN PL. BN SHTHG AT BLKG BN SHTHG ALL SIDES (16) 16d S EA SIDE OF SPLICE (MIN) 4'-0" (MIN) TO SPLICE IN LOWER PL IN EA DIRECTION WALL TOP PLATE SPLICE DETAIL NTS STRAP HD PER SWL PLAN DEEPEN FTG AS REQD FOR COVERAGE AT AB's & HD's. DEEPENED FTG LENGTH SHALL BE 2*EMBEDMENT DEPTH, CENTERED ON HD TYP STRAP HOLDOWN NTS MFR TRUSSES [(SEE PLAN) BLKG AT 48" OC W/ (2) BOTT CHORD OF MFR 16d SINKERS EA END TRUSSES OD DD r DTC CLIP AT EA BLOCK r DTC CLIPS AT 48" OC NON-BR'G WALL = NON-BR'G LL ** GAP TO BE 1/2" AFTER ROOF IS LOADED. a cc LL cc INTERIOR NON -BEARING WALL NTS FASCIA/SOFFIT PER ARCH'L NTS 2'-0" MAX 4'-0" MIN ROOF SHTHG (2) ROWS STGD, 16dSAT6"OC BN ' 2X12 BLKG LTP4 OR A35' AT 32" OC 2X6 EXT WALL 2-0" MAX 2X6 OUTRIGGERS - STITCH NAIL TO EA 2X12 2X12 ROOF JOISTS PER PLAN H2.5A AT EA BLOCK BN TROOF SHTHG FASCIA/SOFFIT 2X8 RIPPED PER ARCH'L TO FIT LTP4 AT 32" OC 2X6 ROOF JOISTS PER PLAN 2X6 EXT RAKE H2.5A AT EA BLOCK WALL PER DTL 8/- NTS FASCIA/SOFFIT PER ARCH'L NTS 2-0" MAX 4'-0" M I N ROOF SHTHG BN (2) ROWS STGD, 16dSAT6"OC 2X12 BLKG LTP4 OR A35 AT 32" OC 2X6 OUTRIGGERS - 2X6 EXT WALL 1 STITCH NAIL TO EA 2X2 2X12 ROOF JOISTS PER PLAN H2.5A AT EA BLOCK NTS POST PER HD SCHED HOLDOWN HD AB W p mWw oT_cn p ww p = cr & J DEEPEN FTG AS REQD FOR COVERAGE AT AB's & HD's. DEEPENED FTG LENGTH SHALL BE 2*EMBEDMENT DEPTH, CENTERED ON HD STEMWALL 6" WIDE (MIN) (WHERE OCCURS) POST PER 2 HD SCHEID FINISH GRADE REBAR PER w z DTL 6/SD-1 - z 00 w rw cn SUBGRADE SEE DETAIL 1/SD-1 FOR INFO NOT SHOWN =DGE OF FTG 1) #4 BAR--,,, STRAP OR OLDOWN AB =E FND PLAN)- z �Q La¢ 1 3/4" M I N MIN CORNER PLAN VIEW #4 BAR PER DTL 6/SD-1 SEE DETAIL 1/SD-1 FOR INFO NOT SHOWN TYP HOLDOWN ANCHOR BOLT NTS MA I UH HUUI- RAKE WALL NTS BN ALONG r 5H I HU TOP PL WALL PLAN U zz w� J c m N w g m cn U) g U (2) #4 CONT T&B RESUBMITTED 6/16/2022 2X PT PSEE LAN SIOF FEDERAL WAY "jffoF VELOPMENT SLAB PER PLAN o 5 r Q FINISH BASE PER PLAN LOWEST ADJ SUBGRADE #4 X 36" W/ STD HOOK END AT 24" OC J U co 12" MIN UNO NOTE A: PROVIDE GREATER DEPTH WHERE REQUIRED FOR HOLDOWNS AND *CONSULT FOR FOR STEMWALL HEIGHTS GREATER ANCHOR BOLT EMBEDMENT. THAN 12" ABOVE FINISH FLOOR EXTERIOR WALL FOOTIN NTS 2x STUD WALL (WHERE OCCURS) (SEE PLAN FOR SIZE AND SPACING) SLAB REINF NOT SHOWN (WHERE OCCURS) (2) #4 BARS LAP 2-0" M I N (MIN) " INTERIOR BEARING WALL NTS BASE_/ (PER PLAN) MACRO -FIBER REINFORCED SLAB REINF NOT SHOWN (SEE FDN PLAN) 2X PT SILL PL SEE GEN NOTES AND FDN PLAN FOR AB NOT SHOWN SLAB PER PLAN BASE PER z PLAN - � co � J r PROVIDE GREATER DEPTH WHERE REQUIRED FOR 12" ol 6" HOLDOWNS AND/OR (UNO) (MIN) ANCHOR BOLTS SAW CUT OR TEAR OF,LAF P "T" CONTROL JOINT 1/2" 1/8" RADIUS TOOLED EDGE EA SIDE r� PREVENT BOND � FOR BASE STOP ALL REINF SEE PLAN AT JOINT KEYED JOINT NOTES: A. SAWCUT - 1/8" WIDE X 1/4 SLAB THICKNESS IN DEPTH - CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF THE CONCRETE WHILE SAWING. WORK MUST BE ACCOMPLISHED WIN 12 HOURS OF CONCRETE PLACEMENT. B. KEYED JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY NOTED ON THE PLANS. 'TOOL WET JOINT', 'ZIP STRIP', ETC. SHALL MATCH SAWCUT REQUIREMENTS )NTROL AND CONST JOINTS NTS CLASS B LAP 24" MIN HORZ REINF PER PLAN CORNER BARS SAME SIZE AND SPACING AS HORZ REINF CORNER CLASS B LAP 24" MIN CLASS B LAP nnII nnini Q HORZ REINF PER J PLAN m cn cn - UCORNER BARS SAME INTERSECTION SIZE AND SPACING AS HORZ REINF p• l cD z 0 J o a @^ z @j o ui w zo in W LJ N 0CD z a w Q Of U Ln 2 O Or O O W 0) LLI > >- Q >Q LLI 2 ``^^ U) 0) Ir co Z c Q _ � 0 N Z co0 O W W u- �'� R9 vti ��F WASH 53660 q� ��' FGISTERti ��SIDNAjLj,�� 3UCTURAL DETAIL; SD-1 REINF AT CORNER AND INTERSECTION LAP REQUIREMENTS NTS GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: THE INTERNATIONAL BUILDING CODE, 2018 EDITION, OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE ABOVE ITEMS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN CRITERIA DESIGN TO CONFORM TO THE FOLLOWING (ASD VALUES) ROOF DEAD LOAD 15 PSF ROOF LIVE LOAD 20 PSF SNOW LOAD 25 PSF WIND LOADS (ULT WIND SPEED) 97 MPH WIND SPEED (3 SEC GUST) II WIND RISK CATEGORY B EXPOSURE CATEGORY SEISMIC LOADS (ULTIMATE) D SITE CLASS II SEISMIC RISK CATEGORY D SEISMIC DESIGN CATEGORY SOIL CRITERIA GEOTECHNICAL INVESTIGATION SHALL BE PERFORMED IN ACCORDANCE WITH IBC 1803.3 1803.4 AND 1803.5 BY REGISTERED DESIGN PROFESSIONAL UNLESS NOT REQUIRED BY BUILDING OFFICIAL. K SQUARED STRUCTURAL ENGINEERING ASSUMES NO LIABILITY WITH RESPECT TO SOILS AND HAS BASED SOIL INFORMATION ON CODE PRESUMPTIVE VALUES, LINO. SOIL DESIGN VALUES 1500 PSF ALLOWABLE SOIL BEARING CAPACITY 18 IN MINIMUM DEPTH OF FOOTING BELOW PAD GRADE THIS IS TO CERTIFY THE FOUNDATION DEPICTED HEREIN HAS BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICE FOR CONDITIONS AS CLASSIFIED BY THE PROJECT GEOTECHNICAL REPORT: CONSULTANT: NO REPORT AVAILABLE - DESIGN IN ACCORDANCE W/ IBC PROJECT NO: DATE ISSUED: CONCRETE 1. PROVIDE CONCRETE COVERAGE AT ANCHOR BOLTS PER ACI 318 WHERE OCCURS. 2. CONCRETE CONTRACTOR SHALL VERIFY LOCATION OF ALL BOLTS, TIE -DOWNS, POST -ANCHORS, ETC. WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCING WORK. 3. LINO BOLT SILL PLATES TO THE FOUNDATIONS WITH MIN 1/2" NOMINAL DIA ANCHOR BOLT WITH PLATE WASHERS. BOLTS SHALL BE SPACED NOT MORE THAN 48" O.C. THERE SHALL BE A MIN OF (2) BOLTS PER PIECE. ONE BOLT SHALL BE LOCATED NOT MORE THAN 12" AND NOT LESS THAN 4" FROM EACH END, OR FROM EACH SIDE OF A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE. EMBED BOLTS AT LEAST 7" INTO REINFORCED MASONRY OR CONCRETE. SILL PLATE ANCHOR BOLTS MAY BE "WET SET". 4. ALL 1/2" DIA. ANCHOR BOLTS MAY BE REPLACED WITH (SEE ITEM B FOR ALL INTERIOR RETRO BOLTS WHERE NO FOOTING EXISTS): A. SIMPSON MASA OR MASAP MUDSILL ANCHORS (ICC ESR-2555). USE SAME SPACING AS 2" DIA ANCHOR BOLTS. DO NOT USE WHEN ANCHOR SPACING IS LESS THAN 10 INCHES. INSTALL ONLY PER MANUFACTURER'S STANDARD INSTALLATION METHOD AND FOLLOW ALL MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. B. 1/2" DIA SIMPSON TITEN HD HIGH STRENGTH THREADED ANCHOR (ICC ESR-2713). EMBED 4" MIN FROM TOP OF SLAB AND PROVIDE 1 3/4" EDGE DISTANCE (MIN) FROM ANY SLAB EDGE. DEEPEN FOOTINGS AS REQUIRED TO PROVIDE 3" MIN COVERAGE OR USE STAINLESS STEEL BOLTS. STAINLESS STEEL BOLTS SHALL BE USED AT ALL RETRO INTERIOR LOCATIONS. C. 1/2" DIA F-1554 THREADED ROD AT SAME SPACING AS z" DIA ANCHOR BOLTS. USE SIMPSON SET-XP EPDXY (ICC REPORT ESR-2508) TO FOUNDATION IN 5/8" DIA HOLE. EMBED 4" MIN FROM TOP OF SLAB AND PROVIDE 1 3/4" EDGE DISTANCE (MIN) FROM ANY SLAB EDGE. DEEPEN FOOTINGS AS REQUIRED TO PROVIDE 3" MIN COVERAGE OR USE STAINLESS STEEL BOLTS. 5. PROVIDE 3" X 3" X 0.229" PLATE WASHERS ON ALL ANCHOR BOLTS AT SHEAR WALLS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. PROVIDE STANDARD CUT WASHERS UNDER BOLT HEADS AND NUTS WHEN SLOTTED PLATE WASHERS ARE USED. PROVIDE CUT OR SLOTTED WASHERS AGAINST WOOD AT ALL REMAINING WALLS. 6. AT INTERIOR NON -BEARING AND NON-SHEARWALLS, 1/2" DIA ANCHOR BOLTS MAY BE REPLACED WITH MINIMUM 0.145" DIA X 2 7/8" POWER DRIVEN FASTENERS AT A MAXIMUM SPACING OF 24" O.C. (SIMPSON ESR-2138 OR EQUIVALENT) 7. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST ADOPTED EDITION). STRUCTURAL CONCRETE SHALL BE FOOTINGS 2500 PSI (COMPRESSIVE STRENGTH AT AGE 28 DAYS) SLABS ON GRADE 2500 PSI DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. CEMENT: ASTM C-150, TYPE II PORTLAND CEMENT WATER/CEMENT RATIO: PER MIX DESIGN LARGE AGGREGATE-HARDROCK: 3/4" MAXIMUM SIZE CONFORMING TO ASTM C-33. MAXIMUM SLUMP: 5 INCHES. NO ADMIXTURES, EXCEPT FOR ENTRAINED AIR, AND AS APPROVED BY THE ENGINEER. 8. CONCRETE MIXING OPERATIONS, ETC, SHALL CONFORM TO ASTM C-94. 9. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 614 AND PROJECT SPECIFICATIONS. 10. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: 3" CLEAR CONCRETE POURED DIRECTLY AGAINST EARTH 4" CLEAR STRUCTURAL SLABS NOT EXPOSED TO WEATHER OR IN CONTACT W/ GROUND 2" CLEAR FORMED CONCRETE WITH EARTH BACKFILL 2" CLEAR EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 11. ALL REINFORCING BARS, HOLD DOWN BOLTS AND STRAPS, AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 12. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 13. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. REINFORCING 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 2. REINFORCEMENT DETAILING TO CONFORM TO ACI 318-14 AND CRSI MANUAL 3. SEE REINFORCEMENT DETAILS FOR STANDARD BENDS, HOOKS, AND DEVELOPMENT LENGTHS. PROVIDE CLASS B TENSION LAP AT ALL SPLICE LOCATIONS. WHEN DIFFERENT BAR SIZES LAP, LARGER BAR TO GOVERN UNLESS NOTED ON DOCUMENTS 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5. WELDED WIRE REINFORCEMENT (WWR) SHALL BE PER ASTM A185 AND SHALL BE SUPPLIED IN SHEETS. WWR FRM ROLLS SHALL NOT BE USED. STRUCTURAL SHEATHING 1. ALL STRUCTURAL SHEATHING SHALL BE C-D INTERIOR SHEATHING WITH EXTERIOR GLUE OR ORIENTED STRAND BOARD (OSB), EXPOSURE I, AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. STAGGER JOINTS AND NAILS. ROOF SHEATHING SHALL BE 15/32" WOOD STRUCTURAL PANEL: PANEL INDEX = 32/16, UNBLOCKED W/ 8d COMMON NAILS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD. PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED, LINO ON FRAMING PLANS. WHERE BLOCKED DIAPHRAGM IS NOTED ON PLANS, ALL EDGES SHALL BE BLOCKED AND NAILING SHALL BE 4" OC AT ALL EDGES AND BOUNDARIES. FLOOR SHEATHING SHALL BE MINIMUM 23/32" WOOD STRUCTURAL PANEL: T AND G, PANEL INDEX = 48/24, UNBLOCKED W/ GLUE AND 1OD COMMON NAILS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD. PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED, UNO ON FRAMING PLANS. SIMPSON QUIK DRIVE #8 X 2 4' WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 10D COMMON NAILS ABOVE. WHERE BLOCKED DIAPHRAGM IS NOTED ON PLANS NAILING SHALL BE 16D SINKERS AT 4" OC AT ALL BOUNDARIES AND SUPPORTED EDGES. SIMPSON QUIK DRIVE #8 X 2 1/4" WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 16D SINKERS ABOVE. OPTIONAL FLOOR SHEATHING: 11" WOOD STRUCTURAL PANEL FLOOR SHEATHING: T AND G, PANEL INDEX 48" OC, UNBLOCKED (UNO). NAIL WITH 16D SINKERS AT 6" O.C. AT ALL BOUNDARIES AND SUPPORTED EDGES, 12" O.C. FIELD (UNO ON PLANS). PANELS LESS THAN 2-0" IN WIDTH SHALL HAVE ALL EDGES BLOCKED. SIMPSON QUIK DRIVE #8 X 3" WSNTL WOOD SCREWS MAY BE USED IN LIEU OF 16D SINKERS ABOVE. SHEAR WALL SHEATHING PER SHEAR WALL SCHEDULE. WOOD 1. ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF LESS THAN 19%. 2. ALL WOOD FRAMING MEMBERS SHALL BE SPF #1/#2 GRADE OR BETTER UNO. 2X & 4X DOUGLAS FIR LARCH (DFL) NO. 2 GRADE 6X DOUGLAS FIR LARCH NO. 1 GRADE 3. BOLT HOLES SHALL BE 1/16" (MAXIMUM) LARGER THAN THE BOLT SIZE. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR USING BORON BASED PRESERVATIVES OR LSL TREATED WITH ZINC BORATE. 5. DO NOT NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 6. WHERE A POST OCCURS AT AN UPPER LEVEL, THE SAME POST SHALL BE LOCATED DIRECTLY BELOW ON ALL LOWER LEVELS AND IN BETWEEN FLOOR SHEATHING AND LOWER LEVEL WALL TOP PLATES. 7. FACE NAIL EACH PLY OF MULTIPLE 2X POSTS WITH 16D SINKERS AT 6" O.C., LINO 8. DO NOT NOTCH TOP PLATES OR STUDS EXCEPT AS SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 9. PROVIDE MULTIPLE 2X POST AT ALL GIRDER TRUSS AND BEAM BEARING LOCATIONS, WIDTH TO MATCH BEAM OR TRUSS, MIN. (2) 2X LINO. 10. CONNECTION HARDWARE SHALL BE SIMPSON OR EQUAL AND MUST BE I.C.C. APPROVED. 11. NON -BEARING WALLS SHALL HAVE STUDS SPACED AT 24" O.C. (MAX). REFER TO ARCHITECTURAL DRAWINGS FOR SIZE. TOP PLATES SHALL BE SUCH THAT A 1/2" GAP BETWEEN THE TOP OF THE PLATES AND THE BOTTOM OF THE TRUSSES AND/OR BLOCKING PANELS EXISTS AFTER THE ROOF IS LOADED. 12. FOR CONNECTIONS NOT DETAILED, PROVIDE FASTENERS PER TABLE 2304.9.1 OF THE LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE. GLUE LAMINATED BEAMS (GLB) TO CONFORM TO: ANSI/AITC A 190.1 STRUCTURAL GLUED LAMINATED TIMBER ASTM D3737-12 STANDARD PRACTICE FOR ESTABLISHING ALLOWABLE PROPERTIES FOR STRUCTURAL GLUED LAMINATED TIMBER STRUCTURAL PROPERTIES DF/DF 24F-V4 UNLESS NOTED OTHERWISE SPECIAL INSPECTIONS 1. PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 OF THE BUILDING CODE, AS REQUIRED BY THE PERMITTING AGENCY. 2. WHERE SPECIAL INSPECTION IS REQUIRED, IT SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. COPIES OF THE INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ARCHITECT/STRUCTURAL ENGINEER FOR REVIEW. 3. ITEMS REQUIRING SPECIAL INSPECTION: INSPECTION A. POST INSTALLED ANCHOR BOLTS STRUCTURAL STEEL STEEL CONSTRUCTION TO CONFORM TO LATEST ADOPTED EDITION: AISC STEEL CONSTRUCTION MANUAL ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI/AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS AISC 303 CODE OF STANDARD PRACTICE FOR STRUCTURAL BUILDINGS AND BRIDGES 1. STRUCTURAL STEEL TO CONFORM TO ASTM A992 (FY 50 KSI) ASTM A36 (FY 36 KSI) ASTM A500 GR B (FY 46 KSI) ASTM A500 GR B (FY 42 KSI) ASTM A53 GR B (FY 35 KSI) ASTM A1085 (FY 50 KSI) 2. ANCHOR RODS TO CONFORM TO ASTM F1554 ASTM A36 ASTM A307-12 GR A W AND T SECTIONS CHANNELS, PLATES, BARS, ANGLES HSS SQUARE AND RECTANGULAR SECTIONS HSS ROUND SECTIONS PIPE SECTIONS HSS SQUARE, RECTANGULAR, ROUND SECTIONS ANCHOR ROD ASSEMBLY (GRADE 36 UNLESS NOTED OTHERWISE) THREADED ANCHOR ROD STD SPECIFICATION FOR CARBON STEEL BOLTS, STUDS, THREADED ROD 3. WELDING TO CONFORM TO (LATEST ADOPTED EDITION): AWS D1.1/D1.1 M STRUCTURAL WELDING CODE AWS D1.3/D1.3M STRUCTURAL WELDING CODE SHEET STEEL AWS D1.4/D1.4M STRUCTURAL WELDING CODE REINFORCING STEEL WELDERS TO HOLD CURRENT CERTIFICATION FOR WELD TYPE BEING PERFORMED E70 KSI WELD UTILIZED IN DESIGN CALCULATIONS, WELDS TO CONFORM 4. GROUTING UTILIZED WITH STEEL TO CONFORM TO 6000 PSI NON SHRINK NONMETALLIC GROUT HOLDOWN SCHEDULE HOLDOWN(' 3) ANCHOR BOLT AND/OR CONN TO POSTu POST EMBEDMENT LTT19 EMBED 13" (8) 10d NAILS (2) 2X (UNO) LSTHD8(RJ) (4,5,10) EMBED 8" (20) 16d SINKERS (2) 2X (UNO) STHD14(RJ) (4'5,10) EMBED 14" (30) 16d SINKERS (2) 2X (UNO) HDU2(9) SSTB16 W/ 13" EMBED (6) + X 2 �- SIDS (2) 2X (UNO) HDU5 SSTB24 W/ 21" EMBED (14) + X 2 �' SDS (2) 2X (UNO) HDU8 SSTB34 W/ 29" EMBED (20) +" X 2 �' SDS (3) 2X (UNO) NOTES: 1. ALL HARDWARE IS SIMPSON STRONG -TIE UNO 2. SEE DETAILS ON SHEET SD-1 FOR REINFORCING AND FOOTING REQUIREMENTS 3. REFER TO MANUFACTUER'S INSTALLATION INSTRUCTIONS 4. CONCRETE SPALLS LESS THAN 4", REQUIRE NO LOAD REDUCTION AND NO FURTHER REVIEW BY FOR IS READ 5. STRAPS MAY BE PLACED ON EITHER FACE OF DESIGNATED WALL AND ARE NOT REQUIRED TO OCCUR ON SAME FACE AS SHEATHING, LINO 6. AT GARAGE STEMWALL LOCATIONS USE SSTBL 7. LSTHD8 STRAP MAY B REPLACED WITH HDU2 WITHOUT FURTHER REVIEW BY FOR 8. STHD14 STRAP MAY BE REPLACED WITH HDU5 WITHOUT FURTHER REVIEW BY FOR 9. TO RETROFIT THE HDU2 USE A $' DIAMETER ALL THREAD ROD. EMBED IN A 1 DIA X 6" DEEP HOLE USING SIMPSON SET-XP EPDXY 10. WHERE FLOOR SITS ON TOP OF STEM WALL USE RIM JOIST RJ VERSION OF HOLDOWN STRAP SHEAR WALL SCHEDULE Ffl(1Tlnlr-, A PIER II F PLAN FTG SIZE REINF NOTES CALLOUT (4DHOOWOEK S P1 SIZE TO MATCH W/ 6 1 ARCH'L BOX COLUMN (1) #3 TIE #4 BARS AT 10" OC F1 L X W X 12" DEEP EA WAY, BOTT 2 (2) #4 BARS EA F2 24" SO X 12" DEEP WAY, BOTT (3) #4 BARS EA F2.5 30" SO X 12 DEEP WAY, BOTT (4) #4 BARS EA F3 36" SO X 12" DEEP WAY, BOTT (5) #4 BARS EA F3.5 42" SO X 12" DEEP WAY, BOTT (6) #4 BARS EA F4 48" SO X 12" DEEP WAY, BOTT #5 BARS AT 10" OC F5 60" X 60" X 16" DEEP EA WAY, BOTT #5 BARS AT 8" OC F6 72" X 72" X 16" DEEP EA WAY, BOTT NOTES: 1. PIER HEIGHT TO EQUAL FINISH FLOOR HEIGHT. 2. SIZE TO MATCH ARCH'L BOX COLUMN PLUS 6" EA SIDE SHEATHING (1)(2) NAILING ANCHOR BOLTS(10) UPPER FLOOR SILL CONNECTORS (PER DTLS) PL NAILING A35/LTP4 16d S P1 3/8" APA SHEATHING 8dN AT 6" OC EDGES, 1/2" DIA AT 32" OC, 16dS AT 4" OC (STGD) 18" OC 5" OC 12 FIELD P2 3/8" APA SHEATHING 8dN AT 4" OC EDGES, 1/2" DIA AT 24" OC, 16dS AT 4" OC STGD (4) (STGD) 12" OC 3" OC 12" FIELD P3 8dN AT 3" OC EDGES, 1/4"X6 SCREWS 3/8" APA SHEATHING (4) 1/2" DIA AT 16 OC, 10" OC 2" OC 12" FIELD AT 4" OC, P4 3/8" APA SHEATHING 8dN AT 2" EDGES, 1/2" DIA AT 12" OC, 1/4"X6 SCREWS (4) 8" OC 2" OC 12" FIELD AT 4 OC, NON-SWL N/A N/A 1/2" DIA AT 32" OC, 16dS AT 8" OC (STGD) 24" OC 5" OC NOTES: (1) APA RATED (STRUCTURAL II) PLYWOOD OR OSB. GYPSUM BOARD TO BE PER ASTM C 1396. (2) APA SHEATHING AND GYPSUM SHEATHING MAY BE INSTALLED WITH THE LONG OR SHORT DIRECTION PERPENDICULAR TO THE FRAMING. WHERE APA SHEATHING IS INSTALLED WITH THE SHORT DIRECTION PERPENDICULAR TO THE FRAMING, THE FRAMING MUST BE 16" ON CENTER (MAX). WHERE GYPSUM SHEATHING IS INSTALLED WITH THE SHORT DIRECTION PERPENDICULAR TO THE FRAMING ALL PANEL EDGES MUST BE BLOCKED AND NAILED. (3) 3/8" SHEATHING MAY BE REPLACED WITH 7/16" OR 15/32" SHEATHING WITHOUT ADDITIONAL REVIEW. (4) ALL VERTICAL AND HORIZONTAL PANEL EDGES TO BE BLOCKED AND NAILED. (5) 1/2" GYPSUM MAY BE REPLACED W/ 5/8" GYPSUM. USE 6d COOLERS AT SAME SPACING. (6) END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SHALL NOT OCCUR OVER THE SAME STUD, BUT SHALL BE ATTACHED TO SEPARATE STUDS. NAILS SHALL BE LOCATED AT LEAST %" FROM THE EDGES AND ENDS OF PANELS. STUDS SHALL BE STITCH NAILED TOGETHER WITH (2) ROWS OF 1 OD BOX NAILS AT 10 INCHES OC. (7) ALL SHEAR WALLS REQUIRED (2) 2X TOP PLATES. (8) WALLS SHALL BE CONTINUOUSLY SHEATHED INCLUDING ABOVE AND BELOW OPENINGS. (9) REFER ALSO TO DETAIL 15/SD-2 (10) PROVIDE 0.229" X 3" X 3" PLATE WASHERS BETWEEN THE FOUNDATION SILL PLATE AND THE NUT. THE HOLE IN THE WASHER PLATE IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 41', PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. RESUBMITTED 6/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT ABBREVIATIONS: AB ANCHOR BOLTS ADJ ADJACENT ARCH ARCHITECTURAL ASD ALTERNATE STRENGTH DESIGN BLKG BLOCKING BM BEAM BN BOUNDARY NAILING BOB BOTTOM OF BEAM BOTT BOTTOM BRG BEARING CONT CONTINUOUS DL DEAD LOAD DTL DETAIL EA EACH EN EDGE NAILING EXSTG EXISTING EXT EXTERIOR FDN FOUNDATION FTG FOOTING GT GIRDER TRUSS HD HOLDOWN HGR HANGER INT INTERIOR LL LIVE LOAD LOC LOCATION MAX MAXIMUM MFR MANUFACTURER MFT MANUFACTURED FLOOR TRUSS MRT MANUFACTURED ROOF TRUSS MIN MINIMUM N NAIL O/ OVER PL PLATE PT PRESSURE TREATED REQD REQUIRED REQMT REQUIREMENT(S) RLL ROOF LIVE LOAD S SINKER SCHED SCHEDULE SL SNOW LOAD STGD STAGGERED SWL SHEAR WALL T&B TOP & BOTTOM TN TOE NAIL TOB TOP OF BEAM TR TRUSS ULT ULTIMATE LOAD LINO UNLESS NOTED OTHERWISE W/ WITH cD z 2P a 0 J o a @^ z (Do C7 0 w z n W Lu N z 0 o uj w 0 J 0 Q `L N O Or O Lu O Cc >a a Cn rn as M z o a _ Cc W N z coo O Lu ILL. U) >a �ti9 1 WAS Yt 53660 q� �-ISTv- sslorrAL Vll STRUCTURAL DETAILS SD-2