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BLD2017-1802
to �xPirz��D 0V E Mo�� _ ° CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 nc. 189 STATUS: ISSUED 02/08/2018 �r Permit #: BLD20171802 Expiration Date: 02ASM 9 Pro Parcel No: OOSS4800200406 rx Address: 23206 96TH AVE W, EDMONDS. JOEL M/NOLAN KELLY R DANIELS JOEL M/NOLAN KELLY R DANIELS LZL CONSTRUCTION 23206 96TH AVE W 23206 96TH AVE W 10604 E RIVERSIDE DR EDMONDS, WA 98020-5007 EDMONDS, WA 98020-5007 BOTHELL, WA 98011 (206)391-9129 (206)391-9129 (425)485-3877 LICENSE #: LZLCOI•085BA EXP:04/18/2019 It DESCRIPTION ADDITION TO HOME ADDING FAMILY ROOM, POWDER ROOM AND DINING ROOM PLUMBING AND MECHANICAL INCLUDED VALUATION: $99,621 PERMIT TYPE: Residential PERMIT GROUP: 02 - Addition GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2015 OTHER: ------- OTHER DESC: 7_ONE: RS•8 NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: EXIS11ING AREA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 PROPOS11) AREA BASEMENT: 0 1ST FLOOR: 876 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 47 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:0 BATHROOMS:I 1 REQUIRED: N/E 25/25 PROPOSED: 26/39 REQUIRED: W/S 7.5/7.5 PROPOSED: REQUIRED: PROPOSED: 44/7 HEIGHT ALLOWED:0 PROPOSED:O REQUTRED: PROPOSED: SETBACK NOTES: South setback to house is existing. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORQED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS ICAT N/OT A PERMIT UNTIL, SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. m 1 Print Name ATTENTION Released By IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF 0. OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10, a FIRE APPLICANT ASSESSOR CITY �J a 51 i XW9 STATUS: ISSUED ♦ N BLD20171802 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance for this permit. Issuance of this pemvt shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • E-Erosion Control/Mobilization • E-Engineering Final • B-Preconstruction meeting • B-Footings • B-Foundation Wall • B-Foundation Drainage • B-Isolated Footings/Piers • B-Plumb Ground Work • B-First Floor Framing • B-Plumb Rough In • B-Mechanical Rough In • B-Exterior Wall Sheathing • B-Roof Sheathing 1 • &Window Flashing • B-Shear Nailing • B-Fire Blocking / Stopping • B-Framing • B-WallInsulation/Caulk • B-Insulation/Energy • B-SheetrockNail • B-Building Final • B-Other LP DEVELOPMENT SERVICES r RESIDENTIAL BUILDING PERMIT APPLICATION Fst 1 g90 121 5th Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 ft Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): 23206 96th Ave W, Edmonds, WA, 98020 Parcel #: 00554800200406 Subdivision/Lot #: THE NORTH 105 FEET OF THE EAST 133 FEET OF TRACT 4, BLOCK 2, RICHMOND FRUIT GARDEN TRACTS Project Valuation: $ APPLICANT: Joel Daniels Phone: Fax: Address (Street, City, State, Zip): 23206 96th Ave W, Edmonds, WA, 98020 E-Mail Address: Jo l _ 3 Zd of kv p' em PROPERTY OWNER: Joel & Kelly Daniels Phone: 204, 3 i t, 1 L? Fax: Address (Street, City, State, Zip): 23206 96th Ave W, Edmonds, WA, 98020 E-Mail Address: / '/" /__ Cfw LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* ��^ Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: City Business License #/Exp. Date: DETAIL THE SCOPE OF WORK: Family room, Powder and Dining room addition to existing residence PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: 0 s . ft. Select Basement Type: Finished Unfinished Ll I" Floor: 876 s . ft. Garage/Carport: s . ft. 2'd Floor: o s . ft. Deck/Cvrd Porch/Patio: 47 s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: s . ft. Fire Sprinklers Yes No x 1 Retaining Wall: Yes No 71 Grading: Cut 52 cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes LJ No Lxj I declare under penalty of perjury laws that the information I have provided on this form/applicadon is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Joel Daniels Owner Agent/Other ❑ (specify): P fY): Signature: lif Date: JL Z0 l FORM A L:\Building New Folder 2010\130NE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014 OF EDP O DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION FORM A Fsr t s9° 121 5`h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 4 Fax 425.771.0221 Equipment Type Appliance/Equipment Information (new and relocated) Total # Furnace Gas #—Elec #—Other: #— BTUs: <100k >100k Location(s) Air Handler / VAV (circle selected) Gas #_Elec # Other: — #—CFM: <10k >10k Location(s) AC / Compressor / Boiler / Heat Pump / Gas #—Elec #_Other: #— BTUs: <100k, 100k-500k, 500k-1Mil Roof Top Unit HP: <3, 3-15, 15-30 Location(s) (circle selected) Hydronic Heating Gas #—Elec k In -Floor —Wall Radiant_ Boiler BTUs: Location Exhaust Fans (single Bath #Kitchen #—Laundry # # duct) _Other: — Fireplace Gas #—Elec #—Other: # Location(s) Dryer Duct Appliance Type Appliance/Equipment Information (new and relocated) Total # AC Unit BTUs: Location(s): Furnace BTUs: Location(s): Water Heater BTUs: Location(s): Boiler BTUs: Location(s): Other: BTUs: Location(s): Fireplace/Insert BTUs: Location(s): Stove/Range/Oven Dryer Outdoor BBQ TOTAL OUTLETS COUNTPLUMBINC FIXTURE Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total # Water Closet (Toilet) Pressure Reduction Valve/Pressure Regulator Sink (ldtchen, laundry, lavatory, bar, eye wash, etc) Water Service Line Tub/Shower Drinking Fountain Dishwasher Clothes Washer Hose Bib Backflow Prevention Device (cg. RBPA, DCDA, AVB) Water Heater Tankless? Yes No ❑ Hydronic Heat in: Floor Wall Floor Drain/Floor Sink Other: Refrigerator water supply (for waterrice dispenser) Other: FORMA LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014 Prescriptive Energy Code Compliance for All Climate Zones in Washington R ValUea U Factory .. Fenestration U-Factor. n/a 0.30 ..................................:........ ......................................... . Skylight U-Factor::: n/a 0.50 DEC 2 0 2037 Glazed Fenestrat{onSHGGbe n/a n/a ........................................... Ceiling' 49� 0.026 DEVEi 11MENT SERVICES CTR. __ CITY OF EDMONDS Wood Frame WaF:6,6 ii illi ii:` 21 int 0.056 ........................................... Mass Wall R-Value`i`i=:; i 21/21" 0.056 Floor 301 0.029 Below Grade Wall`"'ii a 10/15/21 int + TB 0.042 Slabd R-Value 8 Depth ........... 10, 2 ft n/a CITY COPY *Table R402.1.1 and Tattle R4021.3 Footnotes included on Page 2. .... Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet:.5 credits Table R406.2 Summary Qotion Description rrPriit(c1 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope ld 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions Ll 0 1.0 1-1 0 1.0 - *1200 kwh 0.0 2.00 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information r ; R. 3 Heating System Type: O All Other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions" Design Temperature Instructions Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 7,271 Glazing and Doors U-Factor X Area - UA Instructions a „' 0.30 63.90 Skylights U-Factor X Area - UA Instructions 0.50 -` — Insulation Attic U-Factor X Area = UA Instructions :,' e.aa".�,'. a-yg ti„ ".,•` i w 0.026 3 q .> 22.78 Single Rafter or Joist Vaulted Ceilings Ufactor X Area UA Instructions Select R yatue.. i No selection "` — Above Grade Walls (see Figure 1) ...... Ufactor X Area UA Instructions 941 intermediate sue; ' 0.056 38.84 Floors Ufactor X Area UA Instruction w+: 0.029_' ?i .. 25.40 Rao Below Grade Walls (see Figure 1J Ufactor X Area UA Instructions Seiectit.vatue a rr? ^ No selection y. — Slab Below Grade (see Raure 1) y.-. _,,.;r€B'iY�w 3G1�d 8� Instructions K . �Rcimu6 F-Factor No X Len th UA ielectmnditusnng .., r selection::,' .. — Slab on Grade (see Floure`- i Instructions F-Factor No X Length UA Select R�Value ; X`i� selection q�t Location of Ducts ... ........ Instructions xF '«#aawr� rrl , ---- z Duct Leakage Coefficient Un'ccndi6onedSpzce IlrS 1.10 Sum of UA 150.92 Figure i. �s�4ove Grade'' CifEC" Envelope Heat Load 6,942 Btu / Hour Sum of UA X AT Air Leakage Heat Load 3,612 Btu/Hour volumeX 0.6XATX.018 Building Design Heat Load 10,554 Btu) Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 11,610 Btu / Hour Ducts in unconditioned space. Sum or Budding Heat Loss X 1. 10 Ducts in conditioned space: Sum of Budding Heat Loss X 1 Maximum Heat Equipment Output 16,254 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) JAM 2 5 2018 BMP T5.13 Post -Construction Soil Quality and Depth Purpose and definition Naturally occurring (undisturbed) soil and vegetation provide important stormwater functions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water interflow storage and transmission; and pollutant decomposition. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution- generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chemicals, thus reducing pollution through prevention. Applications and limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on -site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, composted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not compacted, does not need to be amended. Infeasibility criteria for Post -construction Soil Quality and Depth This BMP is considered infeasible on till soils with a slope greater than 33%. Design criteria • Soil retention. The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. • Soil quality. The resulting soil should be conducive to the type of vegetation to be established. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: o A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds, and 5% organic matter content (based on a loss -on -ignition test) in turf January 2016 Snohomish County Drainage Manual Volume V - Runoff Treatment BMPs 61 JAN 2 5 2018 %f'fI.Y V2 L����I'��l"I t � LI.�N�IGT OF RVYV NE areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. o Planting beds must be mulched with 2 inches of organic material. o Quality of compost and other materials used to meet the organic content requirements: 1. The organic content for "pre -approved" amendment rates can be met only using compost meeting the compost specification for Bioretention (BMP T7.30), with the exception that the compost may have up to 35% biosolids or manure. 2. Compost used in bioretention areas should be stable, mature and derived from yard debris, wood waste, or other organic materials that meet the intent of the organic soil amendment specification. Biosolids and manure composts can be higher in bio- available phosphorus than compost derived from yard or plant waste and therefore are not allowed in bioretention areas due to the possibility of exporting bio-available phosphorus in effluent. 3. The compost must also have an organic matter content of 35% to 65%, and a carbon to nitrogen ratio below 25:1. 4. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. o Calculated amendment rates may be met through use of composted material meeting the requirements above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below. o Leave undisturbed native vegetation and soil, and protect from compaction during construction. o Amend disturbed soil according to the following procedures: 1. Scarify subsoil to a depth of one foot 2. In planting beds, place three inches of compost and till in to an eight -inch depth. 3. In turf areas, place two inches of compost and till in to an eight -inch depth. 4. Apply two to four inches of arborist wood chip, coarse bark mulch, or compost mulch to planting beds after final planting. o Amend on a site -customized manner so that it meets the soil quality criteria set forth above, as determined by a licensed engineer, geologist, landscape architect, or other person as approved by Snohomish County. January 2016 Snohomish County Drainage Manual Volume V - Runoff Treatment BMPs 62 RESv B JAN 2 5 2018 au mr 0 ter os"T FE o Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must be amended if needed to meet the organic matter and depth requirements by following the procedures in the previous bullet. • Import topsoil mix of sufficient organic content and depth to meet the organic matter and depth requirements. Maintenance • Soil quality and depth should be established toward the end of construction and, once established, should be protected from compaction, such as from large machinery use, and from erosion. • Soil should be planted and mulched after installation. • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. Flow Reduction Credits Areas meeting the design requirements above can be modeled as "Pasture." Flow reduction credits can be taken in runoff modeling when BMP T5.13 is used as part of a dispersion design under the conditions described in: • BMP T5.IOB Downspout Dispersion Systems • BMP T5.11 Concentrated Flow Dispersion • BMP T5.12 Sheet Flow Dispersion • BMP T5.18 Reverse Slope Sidewalks • BMP T5.30 Full Dispersion (for public road projects) • Non -pollution -generating impervious surface dispersion BMPs in Volume III, Chapter 3 of this manual. January 2016 Snohomish County Drainage Manual Volume V - Runoff Treatment BMPs 63 CET"'Y- COPY FILTER FABRIC R FES lUJ Ud SECURED TO 2 X 2 14 GA, WIRE FABRIC EQUAL JAN 15 2018 BWLDING DEPARTMENT 2' X 2' WOOD OR o CITY OF EDMONDS EQUIVALENT cu 8'- 12' U CIE 8" PLACE 3/4'-1,5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE, 0 i (U FILTER FABRIC MATERIAL IN C❑NTIN❑US ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, FRI II II II WIRE MESH SUPPORT FEN�E I I TO SUPPORT FILTER FAMIC. II II --1-fi----------r -- BURY BOTTOM OF FILTER I I MATERIAL 8' TO 12' I I I_ 6' MAX. ,I I L u 2' X 2' WOOD POSTS OR EQUIVALENT C❑NTRACT❑R/DEVEL❑PER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER ER❑SI❑N CONTROL. CITY INSPECTI❑N REQUIRED ON ALL ER❑SI❑N CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, REVISIONS STANDARD DETAIL q APPROVED BY I DATE 18g0-191990 RL19 FABAfC FM FLTUT ON SrS1EiIS DATE 7/24/01 1 SCALE NTS DWG No- E1.1 JAN 2 5 2018 GRATE BU`LB�MG DEPARTMENT CtTY OF E�PAONDS CB O O O 0 O O O O O O O O O O O O O O FILTER SOCK WITH O OVER FLOW H❑LES a ? d e ' = CATCH BASIN 4' d a d. -dQ a a ° a' a d - O THIS APPLICATI❑N SHALL BE MAINTAINED AT ALL TIMES d DURING C❑NSTRUCTI❑N PERI❑D, SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATI❑N EFFECTIVENESS, :ITY INSPECTI❑N REQUIRED ON ALL ER❑SI❑N CONTROL HEASURES BEFORE WORK CAN BEGIN. `d9o-199v REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 10/06/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS D. GEBERT 05/19/05 D. GEBERT 05/05/06 DATE SCALE DWG NO. R, ENGLISH 11/01/13 7/24/O1 NTS E1.3 BMPs FOR STORM WATER POLLUTION PREVENTION PLAN Daniels Residence 23206 96th Ave W, Edmonds, WA 98020 BMP C103: High Visibility Fence Purpose `' 71 High visibility fencing is intended to:e;= ( • restrict clearing to approved limits; • prevent disturbance of sensitive areas, their buffers, and other areas required to be left undisturbed; • limit construction traffic to designated construction entrances or roads; and, • protect areas where marking with survey tape may not provide adequate protection. Conditions of Use ,. [:TYC'�Y See purpose. �' Design and Installation Specifications High visibility fence shall be either plastic or metal fence meeting the requirements of WSDOT Standard Specification 9-14.5(8) High Visibility Fencing. Fencing shall be installed in accordance with WSDOT Standard Plan 1-10.10-01 High Visibility Fence. Fabric silt fence may be installed to serve as high visibility fence, provided the fence materials meet all specifications for BMP C 103. Fences shall not be wired or stapled to trees. Maintenance Standards If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately and visibility restored. January2016 Snohomish County Drainage Manual Volume Il -Construction Stormwater Pollution Prevention 29 BMP C123: Plastic Covering NOTE: Small projects permitted in accordance with SCC 30.63A.810 shall only use this BMP in a manner that does not require the involvement of a licensed engineer. Purpose Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. Conditions of Use Plastic covering may be used on disturbed areas that require cover measures for less than 30 days, except as stated below: • Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) applications. • Clear plastic sheeting can be used over newly -seeded areas to create a greenhouse effect and encourage grass growth if the hydroseed was installed too late in the season to establish 75 percent grass cover, or if the wet season started earlier than normal. Clear plastic should not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. • Due to rapid runoff caused by plastic sheeting, sheeting shall not be used upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. • Plastic sheeting may result in increased runoff volumes and velocities, requiring additional on -site measures to counteract the increases. Creating a trough with wattles (see BMP C235) or other material can convey clean water away from these areas. • To prevent undercutting, trench and backfill rolled plastic covering products. • Whenever plastic is used to protect slopes, water collection measures must be installed at the base of the slope. These measures include plastic -covered berms, channels, and pipes used to covey clean rainwater away from bare soil and disturbed areas. Do not mix clean runoff from a plastic covered slope with dirty runoff. Plastic covering may also be used for: • Temporary ditch liner; • Pond liner in temporary sediment pond; • Liner for bermed temporary fuel storage area if plastic is not reactive to the type of fuel being stored; • Emergency slope protection during heavy rains; and, • Temporary drainpipe ("elephant trunk") used to direct water. January20t6 Snohomish County Drainage Manual Volume H - Construction Stormwater Pollution Prevention 46 Design and Installation Specifications Plastic sheeting shall be selected and installed in conformance with the requirements in the following: • WSDOT Highway Runoff Manual BMP 6A-2.4 — Plastic Covering • WSDOT Standard Specification 8-01.3(5) — Placing Plastic Covering Plastic sheeting (clear and non -clear) shall conform to the requirements set forth in WSDOT Standard Specification 9-14.5(3) — Clear Plastic Covering. Clear plastic covering shall be used to promote growth of vegetation. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. Plastic slope cover must be installed as follows: • Run plastic up and down slope, not across slope; • Plastic may be installed perpendicular to a slope if the slope length is less than 10 feet; • On long or wide slopes, or slopes subject to wind, all seams should be taped; • Place plastic into a small (12-inch wide by 6-inch deep) slot trench at the top of the slope and backfill with soil to keep water from flowing underneath; • Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and pound a wooden stake through each to hold them in place; • Inspect plastic for rips, tears, and open seams regularly and repair immediately. This prevents high velocity runoff from contacting bare soil which causes extreme erosion; • Sandbags may be lowered into place tied to ropes. However, all sandbags must be staked in place. • If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff Maintenance Standards • Torn sheets must be replaced and open seams repaired. • If the plastic begins to deteriorate due to ultraviolet radiation, it must be completely removed and replaced. • When the plastic is no longer needed, it shall be completely removed. Approved equivalents The Washington State Department of Ecology has approved products as able to meet the requirements of this BMP. Snohomish County may approve these products if they are used in accordance with all requirements of this BMP and all instructions and specifications provided by the manufacturer, plus additional requirements that may be established by the County. January 2016 Snohomish County Drainage Manual Volume/1 -Construction Stormwater Pollution Prevention 47 BMP C151: Concrete Handling NOTE: Small projects permitted in accordance with SCC 30.63A.810 shall only use this BMP in a manner that does not require the involvement of a licensed engineer. Purpose Proper collection, handling and disposal of process water and slurry generated during concrete work, and of excess concrete, prevents these materials from contaminating waters of the state. Conditions of Use Any time concrete is used, these management practices shall be utilized. Concrete construction projects include, but are not limited to, the following: • Curbs • Sidewalks • Roads • Bridges • Foundations • Floors • Runways Design and Installation Specifications Wash out concrete truck chutes, pumps, and internal components at an off -site location in accordance with applicable County, state, and federal regulations, or in designated concrete washout areas (see BMP C154). Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Return unused concrete remaining in the truck and pump to the originating batch plant for recycling. Do not dump excess concrete on site, except in designated concrete washout areas. Wash off hand tools including, but not limited to, screeds, shovels, rakes, floats, and trowels into formed areas only. Wash equipment difficult to move, such as concrete pavers in areas that do not directly drain to natural or constructed stormwater conveyances. Do not allow washdown from areas, such as concrete aggregate driveways, to drain directly to natural or constructed stormwater conveyances. Contain washwater and leftover product in a lined container when no formed areas are available. Dispose of wash water and contained concrete in a manner that does not violate ground water or surface water quality standards. Always use forms or solid barriers for concrete pours, such as pilings, within 15 feet of surface waters. January 2016 Snohomish County Drainage Manual Volume 11 - Construction Stormwater Pollution Prevention 63 Refer to BMPs C252 and C253 for pH adjustment to stormwater that has come into contact with fresh concrete. NOTE: These BMPs are for treatment of stormwater only. Process wastewater such as concrete wash water must be disposed of as a wastewater. Maintenance Standards Containers shall be checked for holes in the liner daily during concrete pours and repaired the same day. January2016 Snohomish County Drainage Manual Volume it -Construction Stormwater Pollution Prevention 64 BMP C152: Sawcutting and Surfacing Pollution Prevention Purpose Proper collection, handling and disposal of process water and slurry generated during concrete sawcutting and surfacing work, and of excess concrete, prevents these materials from contaminating waters of the state. Conditions of Use Anytime sawcutting or surfacing operations take place, these management practices shall be utilized. Sawcutting and surfacing operations include, but are not limited to, the following: • Sawing • Coring • Grinding • Roughening • Hydro -demolition • Bridge and road surfacing Design and Installation Specifications Slurry and cuttings shall be vacuumed during cutting and surfacing operations. Slurry and cuttings shall not remain on permanent concrete or asphalt pavement overnight. Slurry and cuttings shall not drain to any natural or constructed drainage conveyance. Collected slurry and cuttings shall be disposed of in a manner that does not violate groundwater or surface water quality standards. Process water that is generated during hydro -demolition, surface roughening or similar operations shall not drain to any natural or constructed drainage conveyance and shall be disposed of in a manner that does not violate groundwater or surface water quality standards. Cleaning waste material and demolition debris shall be handled and disposed of in a manner that does not cause contamination of water. if the area is swept with a pick-up sweeper, the material must be hauled out of the area to an appropriate disposal site. Maintenance Standards Continually monitor operations to determine whether slurry, cuttings, or process water could enter waters of the state. If inspections show that a violation of water quality standards could occur, stop operations and immediately implement preventive measures such as berms, barriers, secondary containment, and vacuum trucks. January2016 Snohomish County Drainage Manual Volume/1 -Construction Stormwater Pollution Prevention 65 BMP C235: Wattles Purpose Wattles are temporary erosion and sediment control barriers consisting of straw, compost, or other material that is wrapped in biodegradable tubular plastic or similar encasing material. They reduce the velocity and can spread the flow of rill and sheet runoff, and can capture and retain sediment. Wattles are typically 8 to 10 inches in diameter and 25 to 30 feet in length. Wattles are placed in shallow trenches and staked along the contour of disturbed or newly constructed slopes. Conditions of Use Use wattles: • In disturbed areas that require immediate erosion protection. • On exposed soils during the period of short construction delays, or over winter months. • On slopes requiring stabilization until permanent vegetation can be established. Generally, wattles are effective for one to two seasons. Design and Installation Specifications Wattles shall meet the requirements of WSDOT Standard Specifications, Section 9-14.5(5) Wattles. Install wattles perpendicular to the flow direction and parallel to the slope contour. Dig narrow trenches across the slope on contour to a depth of 3 to 5 inches on clay soils and soils with gradual slopes, or to a depth of 5 to 7 inches, or 1/2 to 2/3 of the thickness of the wattle on loose soils, steep slopes, and areas with high rainfall. Start building trenches and installing wattles from the base of the slope and work up. Excavated material should be spread evenly along the uphill slope and compacted using hand tamping or other methods. Construct trenches at contour intervals of 10 feet on steep slopes to 25 feet apart on shallow slopes. Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. If required, install pilot holes for the stakes using a straight bar to drive holes through the wattle and into the soil. Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine species. Wood stakes shall be 2 by 2-inch nominal dimension and 36 inches in length. Willow cuttings or 3/8-inch rebar can also be used for stakes. Stakes shall be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding above the wattle. January 2016 Snohomish County Drainage Manual Volume 11 - Construction Stormwater Pollution Prevention 121 Maintenance Standards Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, especially after significant rainfall on steep sandy soils. Inspect the slope after significant storms and repair any areas where wattles are not tightly abutted or water has scoured beneath the wattles. Approved equivalents The Washington State Department of Ecology has approved products as able to meet the requirements of this BMP. Snohomish County may approve these products if they are used in accordance with all requirements of this BMP and all instructions and specifications provided by the manufacturer, plus additional requirements that may be established by the County. January 2016 Snohomish County Drainage Manual Volume 11- Construction Stormwater Pollution Prevention 122 T-4' Straw Rolls Must Be Placed Along Slope Contours �'� Y �\y � Adjacent rolls shall tightly abut Spacing Depends \ on Soil Type artd i�\/�\ Sediment, organic matter, Slope Steepness �\ and native seeds are /i captured behind the rolls. 3'-5" (75-125mm) J `\ \x 8"-10' DIA. (200-250mm) 1.4 1 Live Stake 1" X 1" Stake not to scale (25 x 25mm) A NOTE: 1. Straw roll installation requires the placement and secure staking of the roll in a trench, Y-5' (75-125mm) deep, dug on contour. runoff must not be allowed to run under or around roll. Figure 4.23 — Straw Wattles January2016 Snohomish County Drainage Manual Volume ll -Construction Stormwater Pollution Prevention 123 2.4 Pollution Prevention in Outside Work Areas Required BMPs for pollution prevention in work areas Materials storage • Where feasible, store potential stormwater pollutant materials inside a building or under a cover and/or containment. Materials containment • Use drip pans to collect leaks from equipment, storage containers, vehicles, and other potential pollution sources that are stored outside. • Where exposed to stormwater, use containers, piping, tubing, pumps, fittings, and valves that are appropriate for their intended use and for the contained liquid. • Empty drip pans immediately after a spill or leak is collected in an uncovered area. • Dispose of collected material in a manner consistent with Snohomish Health District Sanitary Code Chapter 3.1 and all other federal, state and local regulations regarding the disposal of solid waste, to prevent stormwater pollution. For more information on disposal options call the Snohomish Health District at 425-339-5250 or Snohomish County Solid Waste at 425- 388-6050. • Promptly repair or replace all leaking connections, pipes, hoses, valves, etc., that contain material that can contaminate stormwater. • Install dust and spray containment barriers around areas where activities such as painting, pressure washing, and sandblasting are performed. Follow requirements in Chapter 2.1 for prevention of prohibited discharges of wastewater and other polluted discharges. • Apply pesticides and fertilizers in a manner that will not result in stormwater contamination. Do not apply immediately before or during a rainstorm. Work area cleanup • Sweep paved surfaces with vacuum sweepers at least quarterly, and dispose of collected material in a manner that will not cause stormwater pollution. • Clean up pollutant liquid leaks and spills in impervious uncovered containment areas at the end of each working day. Use solid absorbents, e.g., clay and peat absorbents and rags for cleanup, where practicable. • Promptly clean up solid and liquid pollutant leaks and spills on any exposed soil, vegetated area, or other pervious area. • Dispose of collected material in a manner consistent with Snohomish Health District Sanitary Code Chapter 3.1 and all other federal, state and local regulations regarding the disposal of solid waste, to prevent stormwater pollution. For more information on disposal options call the Snohomish Health District at 425-339-5250 or Snohomish County Solid Waste at 425- 388-6050. January 2016 Snohomish County Drainage Manual Volume IV Source Control BMPs 13 4.19 BMPs for Painting/Finishing/ Coating of Vehicles/Boats/ Buildings/ Equipment Description of Pollutant Sources Surface preparation and the application of paints, finishes and/or coatings to vehicles, boats, buildings, and/or equipment outdoors can be sources of pollutants. Potential pollutants include organic compounds, oils and greases, heavy metals, and suspended solids. Recommended Source control BMPs • Clean brushes and tools covered with non -water -based paints, finishes, or other materials in a manner that allows collection of used solvents (e.g., paint thinner, turpentine, xylol, etc.) for recycling or proper disposal. • Recycle paint, paint thinner, solvents, pressure washwater, and any other recyclable materials. • Use efficient spray equipment such as electrostatic, air -atomized, high volume/low pressure, or gravity feed spray equipment. • Purchase recycled paints, paint thinner, solvents, and other products if feasible. • Enclose and/or contain all work while using a spray gun or conducting sand blasting. Do not conduct outside spraying, grit blasting, or sanding activities during windy conditions which render containment ineffective. January 2016 Snohomish County Drainage Manual Volume IV Source Control BMPs 75 5.1.6 BMPs for Outside Storage or Transfer of Solid Raw Materials, Byproducts, or Finished Products Description of Pollutant Sources Solid raw materials, by-products, or products such as gravel, sand, salts, topsoil, compost, logs, sawdust, wood chips, lumber and other building materials, concrete, and metal products sometimes are typically stored outside in large piles, stacks, etc. at commercial or industrial establishments. Contact of outside bulk materials with stormwater can cause leachate, and erosion of the stored materials. Contaminants include TSS, BOD, organics, and dissolved salts (sodium, calcium, and magnesium chloride, etc.). Source Control BMPs required for new development and redevelopment Choose one or more of the source control BMP options listed below for stockpiles greater than 5 cubic yards of erodible or water soluble materials such as soil, road deicing salts, compost, unwashed sand and gravel, sawdust, etc. Also included are outside storage areas for solid materials such as logs, bark, lumber, metal products, etc. • Store in a building or paved and bermed covered area as shown in Figure 4.13, or; • Pave the area and install a stormwater drainage system. Place curbs or berms along the perimeter of the area to prevent the run-on of uncontaminated stormwater and to collect and convey runoff to treatment. Slope the paved area in a manner that minimizes the contact between stormwater (e.g., pooling) and leachable materials in compost, logs, bark, wood chips, etc. • For large stockpiles that cannot be covered, implement containment practices at the perimeter of the site and at any catch basins as needed to prevent erosion and discharge of the stockpiled material offsite or to a storm drain. Ensure that contaminated stormwater is not discharged directly to catch basins without conveying through a treatment BUT. • Provide signage clearly designating storage area and listing the maximum container volume to be stored in the area (based on diked area containment volume). January 2016 Snohomish County Drainage Manual Volume IV Source Control BMPs 97 (I QrI101UALITYNGINEERING & 011SIGN) DEC 2 0 2G117 D P.O. Box 2372 CIW&U.'j OF ED-:�S C Woodinville, WA 98072 Phone: (206) 817-8834 FILE NO. 171116 TITLE LZL Construction Daniels Residence Addition / Remodel 23206 96th Ave W Edmonds, WA PREPARED BY Tom Wolfe, PE My 24163 �I L PAGE 1 OF 27 DATE 11 /21 /2017 REV. 0 Table of Contents Section Cover Table of Contents Introduction Seismic Loads Wind Parameters Lateral Loads Main Floor Lateral Sketches RHO Calculation HDU2 Embed Roof Framing Main Floor Framing Paste 1 2 3 5 9 10 13 17 18 20 23 Total Number of Pages: _2-T LZLConstruction Revision Daniels Residence 0 Gur._ Y E_:G;uZe=R'it_ &! 7r low: Addition / Remodel REPORT No. 171116 \........_.-�' i.— --..........� ----'f PAGE 2 / 27 The following calculations provide gravity and lateral analysis for an addition to an existing single story residence. Gravity Load Calculations: 40 psf Floor Live Load 25 psf Roof Live Load Lateral Load Analysis: Seismic: See page 5 for seismic design parameters Lateral seismic loads for addition are resisted by new walls with the exception of the shear wall between existing and new areas. For this wall, tributary loads due to existing and new structure are calculated and shear walls and hold-downs are installed to resist the combined loads Wind: Basic Wind speed =115 mph in accordance with ASCE 7 The projected sail area for the existing structure does not change. Therefore wind loading on existing structure does not change. Wind loading on new projected areas are calculated and shear walls and hold-downs are added as required. following Codes and references are used to develop loads and allowables: [1] "International Building Code (IBC)", 2015 Edition, International Code Council [2] ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures", American Society of Civil Engineers [3] National Design Specification (NDS), "Design Allowables for Wood Construction", American Forest & Paper Association, American Wood Council [4] Simpson Strong -Tie, Catalog C-2015, "Wood Construction Connectors" following computer programs were utilized in the completion of this report: PROFIS Anchor, Version 2.6.2, produced by Hilti Corporation FORTE, Version 5.1, produced by Weyerhaeuser Corporation """"...... LZL Construction Revision \\ F � �'� Daniels Residence 0 _... E�!,sN_::�<,'dG do �JESiGti R o. Addition Remodel REPORT N 171116 �/ ,--...........� L___....-- PAGE 3 / 27 Introduction SCOPE OF ADDITION ' a MIN WIN IIIIIIIIIIIIII11t Mw wa, Mft 'a'L" F '✓ r ,y . - !! h :-,, _ ......... i i5 1 f R � 0 w Xq _ F^^Art f L.......................... ..... 1 !may[ t�, ` .. 1........... _-- ......... ....—..� LZL Construction Revision ; Daniels Residence 0 REPORT No. ...�...— I QC »*�! Addition /Remodel PAGE 4127 Ref.: 't Site Classification, Ref. ASCE 7, Chapter 20 Site Class: Site Description A Hard rock D Stiff soil B Rock E Soft clay soil C Very dense soil and soft rock F Soils requiring site response analysis Note: Typically, Site Class "ID" can be assumed if no soils report is available, Ref. ASCE 7 Section 11.4.2 Latitude and Longitude of Site A Site::23 W:j::Edmo'ndsj:::W 96thA: ve.. . . ..... .. . .... Latitude: 0 .......... Longitude: Site -Specific Seismic Parameters: (or use data from Geotech Report) Ref.: http://earthquake.usgs.-gov/hazards/desi-qnmaDs/ Code 12 . .......... - - -- ... . ..................... - chOt3 errata] ........ I .... .... .. ...... userspecified, input .KM0d%UT.M,e 232a6.9&h:AVeW_EdmvndW ... ........ .. ............... ................... .. ... .... ..... . ll�Ode reme ASM:746Stan aid: I. — I :. .- 4 .... %,wfich &�iC mrZ twiid &ta ami, im kboo), . ...... ... Off F- — -- — ---------- F ........ . . LZL Construction Daniels Residence Revision 0 TY 91, I-GINEF. IPIN G & DES! i Addition Remodel REPORT No. 171116 . . ..... PAGE 5/27 Seismic Parameters: Select Risk Category: Non substantial risk to human life fll "" Ref. ASCE 7 Table 1.5-1 le = Seismic Importance Factor for Risk Category II h,A;Sk _ 1.00 Ref. ASCE 7 Table 1.5-2 Site Class D Ref. previous page Ss = Spectral Response Accel Param, short period Ss = 1.263 g Ref. previous page S, = Spectral Response Accel Param, 1 sec period S, = 0.494 g Ref. previous page Fa = Site Coefficient (based on SS and Site Class) Fa = 1 Ref. ASCE 7 Table 11.4-1 F, = Site Coefficient (based on S, and Site Class) F = 1.506 Ref. ASCE 7 Table 11.4-2 Sans = MCER Spectral Response, short period Sms = FaSs = 1.263 Ref. ASCE 7 Eqn. 11.4-1 Sm, = MCER Spectral Response, 1 sec period SM, = FPS, = 0,74396 Ref. ASCE 7 Eqn. 11.4-2 SDs = Design Spectral Response, short period Ss = 2/3"Sti,s = 0.842 Ref. ASCE 7 Eqn. 11.4-3 SDI = Design Spectral Response, 1 sec period SD, = 2/3`SM, = 0.496 Ref. ASCE 7 Eqn. 11.4-4 Seismic Design Category based on SDs: D D Ref. ASCE 7 Table 11.6-1,2 (A = low, F = High) based on SD,: D I (use worst case) N = Number of Stories = N =0 i—"""""'— ------- LZL Construction Revision Daniels Residence o aLi~r =rv: srdF.t:.,� v� & :^=scry i Addition / Remodel REPORT No. 171116 / PAGE 6 / 27 Calculate Fundamental Period of Strucure: hn = Highest point on structure Cu = Ct = for "all other structural systems" x = for "all other structural systems" Ta = Approx Period = (Ct) (hnx) Tmax = Maximum Period = (Cu) (Ta) _ T = Period = greater of Tmax and Ta To = (0.2) (SD, t Sos) _ Ts = (Sol / SDs) _ TL = Long Transition Period ............. _ ...................... 15 Ft. 1.4 ... . Ref ASCE 7 Table 12.8-1 0.02 Ref ASCE 7 Table 12.8-2 0.75 Ref ASCE 7 Table 12.8-2 0.15 Ref ASCE 7 Eq 12.8-7 0.21 Ref ASCE 7 Sec 12.8.2 0.21 0.12 Ref ASCE 7 Sec 11.4.5 0.59 6 Ref. ASCE 7, Fig. 22-12 Design Spectral: Response Acceleration: Sa = Design Spectral Response Acceleratic 0.84 Ref ASCE 7 Sec 11.4.5 Seismic Design Procedure: Seismic Design Category = D Risk Category = II Based on these conditions, from Table 12.6-1: Structure Type is Light Framed Wood Shear Walls Equivalent Lateral Force Procedure is Number of Stories = 1 Acceptable Determine Ca: Cs = SDS = 0.130 R / I.ismt CsMax = 0.358 Ref ASCE 7 Eq 12.8-3 and 12.8-4 CsMin = 0.037 Ref ASCE 7 Eq 12.8-5 and 12.8-6 Governing Value for Cs = 0.130 Seismic Base Shear = V = CB x W For Allowable Stress Procedure (ASD), Fs = 0.7 x Cs = 0.091 Seismic Base Shear = 0.7Cs x W — __. — ..................__, r.__._........ _.. LZL Construction Revision \ \ Daniels Residence 0 ..•,:_I Y tN� N'"�F::F7.;tJ' Fi ^��ivlJ ! L_�._--•: _:.:.—....T. Addition / Remodel REPORT No. �..._„ % ._.,i _.� __..—...........� ' ... . ..... PAGE 7/ 27 Seismic Loads Shear wall loads SMJ Designation Allowable Load Lb. ! Ft. P1-6 242 P1-4 353 P1-3 456 P1-2 595 P2-6 484 P2-4 707 P2-3 911 P2-2 1190 Use Directional Procedure per ASCE 7 Chapter 27 Per Section 27.4.6, for buildings meeting the requirements of Appendix D, paragraph D1.1, only Case 1 and 3 of Figure 27.4-8 need to be considered. Additionally, for flexible diaphragm structure, Case 1 will govern for shear wall design. Therefore, only Case 1 is considered. Basic Wind Parameters: Risk Category: Non substantial risk to human life 1,N = Wind Importance Factor for Risk Category II Exposure V = Basic Wind Speed Kn = Spectral Response Accel Param, short period Kd = G = Gust Factor Gcp; = Site Coefficient (positive & Negative) Story Heights: � Basement (N/A) Q Ft., Lower Floor Ft., Upper Floor Wind Pressure at Upper Floor: z = Upper Floor + Main + Lower = 2 z. = 1200 from Table 26.9-1 rc = 7 from Table 26.9-1 qZ = 0.00256(K7)(KA)(Kd)(V2) = 11.34 qr, = 0.00256(Kh)(Kn)(Kd)(V2) = 15.14 ASCE 7 Table 1.5-1 ASCE 7 Table 1.5-2 ASCE 7 Figure 26.5-1 ASCE 7 Section 26.8 ASCE 7 Table 26.2-1 ASCE 7 Sec 26.9.1 & 26.9.2 ASCE 7 Table 26.11-1 A Ft., Roof Height 11 Ft. Mean Roof Height 4 Ft. = Mean wall height at upper floor Kz = 2.01 x (z I z,)CzjQ} = 0.394 Kh = 2.01 x (h / Z,)1Z'"d = 0.526 LZL Construction Revision � � � `•, Daniels Residence 0 �..—�L,-- i [Uht_rt::rar�_cki^iG Addition Remodel REPORT No. 171116 =--- ..... _..... . — PAGE 9127 S/L 4 SA c S/L 2 Determine seismic weights per Shear Line (S/L): Longitudinal Overall Length = 73 Ft Transverse Overall Width = 50 Ft ................................. . Dead Load for Floor & Roof weight calculations = 10 _ _;;psf Dead Load for Exterior Wall weight calculations = iQ psf .........................:............ ...................................... ...................................... Dead Load for Interior Wall weight calculations = psf ....::................................ Tributary Widths S/L a 13 Ft S/L b 13 Ft S/L c 13 Ft S/L d 11 SfL 1 10 Ft S/L 2 25 Ft S/L 3 27 Ft S/L 4 11 Ft S/L Roof Area x 10 Floor (above) Area x 10 Exterior Walls = Lngth x Story Ht x 10 Interior Walls Seismic Force [Wt x 0.09](Rho) a 9490 0 7920 0 1,578.7 b 9490 0 2080 7680 1,745.5 c 9490 2080 4864 1,490.2 d 8030 7600 640 Total Seismic (Longitudinal) = 4,814.4 1 5000 0 5600 3136 1,245.5 2 12500 0 4000 3712 1,832.8 3 13500 0 4320 4160 1,993.1 4 5500 0 5760 1920 1,195.1 Total Seismic (Transverse) = 6,266.5 ........................_..... Rho-,,,,,,;;;;;;;f;;;;;;;;;;;;;;for Upper Floor Longitudinal (see calculation in following section) Rho = for r Floor Transverse o Uppe oo (see calculation in following section) /,—...-....�\ ___.........._� ^.--- ....... - \ LZL Construction Revision 0 —... ` I\ Daniels Residence '•' c Addition /Remodel REPORT No. 171116 PAGE 10l27 LONGITUDINAL DIRECTION Normal to Ridge Windward Wall Leeward Wa11 Total Wall Windward Roof I Leeward Roof Total Roof Windward - Leeward Horiz Comp (gzGCp) - (ghGcpi) (ghGCp) - (ghGcpi) 11.57 (ghGCp) - (ghGcpi) (ghGCp) - (ghGcpi) 5.81 TRANSVERSE DIRECTION Normal to Ridge (gzGCp) - (ghGcpi) (ghGCp) - (ghGcpi) 14.14 (ghGCp) - (ghGcpi) (ghGCp) - (ghGcpi} SERE:tVI1E k%k rMin LONGITUGINAL Wall 16.0 per 27.4-1 TRANSVERSE Wall 16.0 Min per 27.4-1 Roof 8.0 Min per 27.41 Roof 8.0 Min per 27.4-1 S/L TRIBUTARY WIDTH STORY HEIGHT WALL WIND LOAD =W x Hw x Pw ROOF WIND LOAD =W x Hr x Pr TOTAL = (0.6)W a 13 8 1664.0 624 1,372.8 b 13 8 1664.0 624 1,372.8 c 13 8 1664.0 624 1,372.8 d 11 8 1408.0 528 1,161.6 Total Longitudinal Wind Load = 5,280.0 1 10 8 1280.0 480.0 1,056.0 2 25 8 3200.0 1200.0 2,640.0 3 27 8 3456.0 1296.0 2,851.2 4 11 8 1408.0 528.0 1,161.6 Total Transverse Wind Load = 7,708.8 k COMPARING SEISMIC AND WIND LOADS: Per Load Case 6 in ASCE Longitudinal Direction: WIND GOVERNS 7 Max wind load considered = 0.6W Transverse Direction: WIND GOVERNS L ..... M----- :�-mina S/L LOAD S/L LOAD a 1,373 1 1,056 b 1,373 2 2,640 c 1,373 3 2,851 d 1,162 4 1,162 LZL Construction Revision Daniels Residence 0 L L....� E Addition I Remodel File No. v,60 EN INEERING A 0�5. � 171116 t......�._ f _............ __...% PAGE 3Z.i�,y��a S/L S/W LENGTHS (ft) TOTAL (ft. UNIT LOAD (plf) S/W TYPE a 4' 4 343.20 P1-4 b 17'+8'+11' 36 38.13 P1-6 C 6+4+4+3 1 17 1 80.75 1 P1-6 d 4' 4 290.40 P1-4 1 8' +19' 27 39.11 P1-6 2 3.5'+14'+3.5' 21 125.71 P1-6 3 16' 16 178.20 P1-6 4 42' 42 27.66 P1-6 51�41x WALL t�FLF ©©Al For resisting weight use 10 psf x 60% = 6 psf (60% of dead load resists overturning) S/L WALL JWALL WALL I UPLIFT HOLD-DOWN LENGTH WEIGHT` HEIGHT (Unit Load x L)(H) - (Weight)(L / 2) TYPE a 4 1 200 8 2645.6 HDU2 (3075#) b NO CHANGE TO LFRS THIS SHEAR LINE C NO CHANGE TO LFRS THIS SHEAR LINE 4 200 8 2223.2 HDU2 (3075#) d 1 8 800 8 -87.1 No Holddown Req'd 19 1900 8 -637.1 1 No Holddown Req'd 3.5 350 8 830.7 HDU2 (3075#) 2 14 700 8 655.7 HDU2 (3075#) 3.5 350 8 830.7 HDU2 (3075#) 3 NO CHANGE TO LFRS THIS SHEAR LINE 4 NO CHANGE TO LFRS THIS SHEAR LINE LZL Construction \ Revision Daniels Residence 0 r Addition /Remodel File No. — �/ --- PAGE 12 / 27 Lateral Sketches �Pl6 i r � HDU2 3 HDU2 -a- N. ; f r-- I -6 J 14' HDU2 Pi �P16ro N ' F ; 3.5' HDU2 HDU2 HDU2* HDU2 z n �y,�S�tJ GES si M I r tg t � 1 i> I ` J a j a Y8 e N i H N � E x J € i h i MAIN FLOOR LEVEL f Showing shear walls and hold-downs ! t - on ' E2L Construction C st t• Revision \ Daniels Residence 0 -gA ; !'' ENGINEERING &. lESiGNJ j I Addit an Remodel REPORT No. 171116 1 J �� ` •- PAGE 13 / 36 Lateral Sketches SHEAR WALL SCHEDULE DESIGNATION NAIL NAIL SPACING BLOCKING BOTTOM PLATE DESIGN SIZE EDGE FIELD Y / N ANCHORAGE LOAD (PLF) PI-6 8d 6" 12" YES (2) 16d AT 6" U.C. OR 51W BOLTS AT 32" O.C. 242 P 1-4 8d 4" 12" YES f2) 16d AT 6" O.C. OR 5/8' BOLTS AT 24" O.C. 353 Pi-3 8d 3" 12" YES (3) 16d AT 5" O.C. OR 5/8" BOLTS AT 24" O.C. 456 PI-2 8d 2" 12" YES (3) 16d AT 5" O.C. OR 3/4" BOLTS AT 24" O.C. 595 P2-6 8d 6" 12" YES (2) l6d AT 5" U.C. OR 5/8" BOLTS AT 24" O.C. 484 P24 8d 4" 12" YES (3) 16d AT 5" O.C, OR 3/4" BOLTS AT 24" O.C. 707 P2-3 8d 3" 12" YES (4) l6d AT 5" O.C. OR 3/4" BOLTS AT 20" U.C. 911 P2-2 8d 2" .12" YES (4)16d AT 4" O.C. OR 3/4" BOLTS AT 16" O.C. 1190 SHEAR WALL SCHEDULE NOTES 1. PI SHEAR WALL TO HAVE 7/16" A.P.A. RATED PLYWOOD OR ORIENTED STRAND BOARD (O.S.B.) ON ONE SIDE P2 SHEAR WALL TO HAVE 7/16" A.P.A. RATED PLYWOOD OR ORIENTED STRAND BOARD (O.S.B.) ON BOTH SIDES 2. FOR PI -3 THROUGH P2-4 WALLS, 3X STUDS ARE REQUIRED AT ALL PANEL EDGES 3. NAILS ARE COMMON IN THE SIZE INDICATED 4. FOR DOUBLE SIDED SHEAR WALLS (P2-X), SEAMS SHALL BE STAGGERED ON EACH SIDE (NO TWO SEAMS ON SAME STUD). 5. PANEL EDGES TO BE BLOCKED WITH FULL WIDTH 2X NOMINAL FRAMING FOR P1-6 AND Pi -4 WALLS. PANEL EDGES FOR PI -3 THROUGH P24 WALLS SHALL BE BLOCKED WITH 3X NOMINAL FRAMING. PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. 6. ANCHOR BOLTS SHALL BE EMBEDED IN CONCRETE A MINIMUM OF 7", AND SHALL BE INSTALLED WITH 3" SQUARE X 0.229" WASHERS. KEY TO LATERAL ENGINEERING SKETCHES Designates Hold -Down Location for Simpson HDU2 Designates shear wall location P#-# Designates shear wall type. See Schedule j �\ ,.........___—•„\ LZL Construction Revision 0 Daniels Residence Addition / Remodel REPORT No. PAGE 14 / 36 2X BLOCKING SHEAR � ES ROOF TRUSS -XAU SHEAR WALL ANGLE NAIL A B C TYPE TYPE SPACING SIZE SPACING SIZE SPACING SIZE SPACING Pi —6 R80 1 a', 1 did 6" 10d 6" 10d 6" p1-4 RBC 12" 1 Od 4" 10d 4'* 1 Od 4 Pi —3 RBC 9. 1 Od 3- 10d 3.1 10d 3. Pi-2 RBC 6. 1&d 2" 10d 2. 10d 2- I 7L Construction Revision Daniels Residence j Addition Remodel N .1k E REPORT No. 171116 PAGE 15136 Lateral Sketches SHEMIN WALL PER PLAN AND SCHEDULE INSTALL (2) #4 BARS SPACED 6' APART. ('11' EACH SIDE OF ANCHOR DOUBLE HEX NUT W/ WASHER 4X OR DBL 2X POST HDU2 HOLD—DOM ALL HOLES FILLED 5/8" ANCHOR RO 2X SILL PLATE FOUNDATION AND REINFORCING PER PLAN HDU2 HOLD-DOWN CONNECTION AT FOUNDATION SEE FOUNDATION DETAIL FOR DIMENSIONS AND DETAILS NOT SHOWN SHEAR WALL PER PLAN AND SCHEDULE 4X OR DBL 2X POST HDU2 HOLD—DOWN ALL HOLES FILLED 5/8" ANCHOR ROD 2X SILL PLATE FOUNDATION AND REINFORCING PER PLAN R. HDU2* HOLD-DOWN CONNECTION POST INSTALLED EMBED ANCHOR, 9" MIN IN W/ HILTI HIT-HY 200 ADHESIVE PER ICC ESR-13187 LZL Construction Daniels Residence Addition / Remodel Revision 0 REPORT No. 171116 PAGE 16/36 RHO Calculation Determine if Rho per ASCE 7 Section 12.3.4 Rho Calculation for Main Floor Longitudinal Direction; Rho see following justification Story Height = 8 Transverse Direction; Rho 1 see following justification Story Height = 8 For E/W direction (Shear Lines 1 and 4): From ASCE 7 Section 12.3.4.2(b): Each side of structure must have at least (2) bays of seismic force resisting perimeter framing. Where # Says present = (2x Length of Shear Wall) / Story Height: For East Side: (6+4+4+3+4) x 2 5.3 > 2, Use Rho =1 8 For West Side: (4+17+8+11) x 2 10.0 > 2, Use Rho =1 8 For E/W direction (Shear Lines a and c): For North Side: 8+19 x 2 6.8 > 2, Use Rho =1 8 For South Side: 42 x 2 10.5 > 2, Use Rho =1 8 —.---....... •� LZL Construction Revision -- — -- — Daniels Residence 0 ''ti_E:r SicJ Addition / Remodel REPORT No. . ................r I-......i..... �-- — l 171116 —'\� ........—.. ...........__...' PAGE 17 / 27 HDU2 Embed WNIVIN'MULUS Profis Atu*w Z7.3 C-Mp—r C—H* ERIM-1109 a D-90 paw- 2 SpelAer T, Waft PICO& Dapleft fk-Adeftw .Addresw Il1�Xa.- H=4*,*d Indakled Mom I Far E Daw I1M47 2 Proof I UtiftAtIon (GoverWng Cases) Destmwakm W Uhrmifion L*-ftV Psasi Load sty 116 1:raj 9fWM lens= Bond Stnirigth 2M IWI - OK StMW LoaditV 16 cambevid MMOM W SK&W WX - 3'Wamings M - FWMe OOMWer a detaft and t*ft'W2wAMp pmFM in tt* detaied, n*Mt Fastening meets the design criteria! 4 Remarks; Your Cooperafion Duties • Any =4, at Oftrna6w and daita corm*rwed in#* ScRwe;mcwwwn:s)*f* the use afl-MprodL4% wW am bmed<n #w,princoes, fontuftsaW o=W"dvAlh,by@*:u:ww, A; loves canuksed ftminwe zoeraWftums. andtimeom Ame-spedfic, WSft we tt,,E�: cOrAx*dp6W#d:USkV M* "Suft Ott* catcuutimmean*d M by moms dam Softeewe are based essesharV at c�aa ywugrat in- Therebm ycw bow** soie cespoembifty t*mroekam aW 6* lkremw- yau.bew%W6reWamAay for havMtwiesLftaftwcand de&-,Pd by an e*ert:parfi=darV,w*Teq;udft -the and permit we& -cut awvySnrareke as tat heabserb&--*f*am, the awrectwess am the V*kWWV.* of the resufter Weabft fox a�spec,Lft apologdon- - Y,= must tAr of necand Btasonabe sbWstm VeveAm tvm- daniage caused by** Softvw*, 1%QUWrhM*W GfpMWWM and data Ind. if appC able cary ma the t,p es of the ire oliered by on ayev"bali-- Myou danot use She of the sobfixe� yKm ninfter*Lve Vz3tyWare UW* OW OnTent MVI Ovis L4"i imfsw cf%e Safteezue fft each casA by carrywg w ffw" updxes via ** Kin Websiw Wft wM riot behab4e ker =n*Wx*zm web as ft recovery of UM W dwraged data or pcW-m ads-EV 6— a -4)&M b-3Ch c;t&4byjp-L [-I . . . ...... - LZIL Construction Revision j — - - --------- Daniels Residence 0 QUAL. TY ENGINEERING Q K A G:j N Addition / Remodel File No. � - 171116 . .......... . PAGE 19/27 VA I00" Of 'I I I a 1 --'—_=_��= ,MT Dom 0 i n�. I 11 t� s; Truss engineering provided b — manufacturer C17 � I � YNCAtE'C+1ll?E.�Ni I Exterior wall headers: w:* (2) 2x8 for spans up to 6' ROOF FRAMING .., � LZL Construction Revision ` I -' ' \ Daniels Residence 0 !QUALITY �Lk -HRIN � E5iGJ,i Addition/Remodel REPORT No. 171116 J \� ---- PAGE 20 / 27 Header at 6' Door 01FORTE' MEMBM RMORT ROOF, Header at 6'Door PASSED 2 pkwe(s) 2 x 8 Hetn-fir W 2 overen Lervtw v r .. . .. . .... .......... �.g 7 -MEl- R MMIO W- -Y ------------- ,g �g ------- .... ...... Alt Imttons are measured ftorn the :outside Ease of left support (or iefticanbleverend).Alldirmolww are horlzoaaL ~P"Ow Member Rewton �Qbs) 117300 1823 (1 M-) Passed (fA%) — 1.00 * 1A tr CAN Spans) Shear(lbs) 900 6 9 314' 2719 P BMd (M% ) 1.25 Lff 0 + L.0 Ir (All Span) Moment (PNbs) 1834 0 3' 1 1!2" .2792 Passed (66%) 1.25 1.00 - L.0 it WI Spans) Me Load Defl- (h) 0.069 0 TI LW 0.208 Passed — 1.00 - I A LV (All Spans) _ Total load Deit. tin) 0. UK a r t lir 0.313 _ Passed (L/721) — 1.0 0 + 1.0 tr (Al Spans) • Ddlection Critwiw M (FM) ant TL (5961L • TolyEdge lkaarq 04 Top zwWwAm edge mist be bwQd at 6 r otc urlas detailed o&wvhse &-tan Edge OackV OX Bottom convession edge rrwst W braced at 6 3' c1c w1ws fta-ted vdav4s& Applic Ate c"aftis am based cn MM 0 - SW Wftft(PLF) OtO6 T K/A S3 I - LhAform tps�) 0 to 6 T IV 110 20 FJW Load system: VVA Marbs Type; Reader SUldrV we: Raiderzat BulldrV Code: MC 2DI5 DaIgnMethaboW. AM LZL Construction Revision j Daniels Residence 0 .......... Y E —'-Gi,4EERIN'G DESIGN Addition Remodel File No. E� 171116 \,, — I PAGE 21/27 Header at opening to new addition vA.. FO R MOR T E' MUSM RIEPY ROOF, Header at opening to new addifi4u o 1 plam(s) 4 x :10 Douglas fir -Larch No. 2 OVOMU LWVIW I W:?' x SEEM At iOGtons are fneasaed from the O"de bM of leftftWpott (or left Gntlever endaAfl dknwdwm we hwkwW,, 1737,0 Z- M �959bwodmm 4%1 aZIr) Passed (35%) MernbefRazitan<bs) 1.0 D + 1.0 U W Spans) Shea OM) 1388 0 V 314' 056 Passed (29%) 1.25 1.0 D + 1.0 is (AD Spans) Mcinentftfts) 4310 0 5'3 I.Ir WS Passed (77%,) 1.25 1.0 D + 1.0 tr W Spans) Uwe Load De& W OA34 0 V 3 IjY 0.342 Passed (L/915) - LeD+ 1.01irwSpans) TOW Load OdL 6n) O-M a V 3 la" 0.512 Passed M57) — 1.0 0 + 1.0 trw Spans) • Deffectm alterkx LL AJ36M "TI krzt). • TvPS*8radn9O.t#:ToPWW=at nrtatbebwedatll roic LdessdetdiedoftmAw, -Botcom E*eBrachV4L* Daftorn cavpa ionatemsat be braced at - Agkc*t caiculabors we bwed on NO& . . . . . . . . . . . . . . . I -StLd wan _W I-V 2-5WwA -W 3.91 x9v L-W * Oloddrglolmek am apsumad to carry ro tout gybed 45recdy above them aid ftU Imdi%A%*edTothe membwb*,qdetWwJ. W� W a to 0 r fkad} 9 1 15a 254 Roo/Load PASSED Siatero r F40W Member TyM - Drop Be= StA&V the: RmIderooA "deep Fade ; IBC 2015 Deskpf4e&.ddogV. Aso Crr3QIUQ' \E,�,! LZL Construction Daniels Residence Revision 0 i A it —_,Tfr� NEEPING & 0�1 Addition Remodel File No. 71 171116 L PAGE 22 i 27 W;N -Ir1- t� ddSI1dJG � I 1! P.T. a s fi I a ii� 1 r row ct. M .!5v1t&i!':i`is` A4" I t 1L4 CI!!C$ i!Id or iP7HiY 1CrC+ i,� M':i C6t rx, y4k ltft,40.-Cwy is s;f9J�./a+cG ( [ t `�+. ik'A'8'„x.1S 1�6x'iGAt a�ifH�Y Ff1•N-. .. rt� 1i 1 � i.�� E 1 t,t .. j ., i"1 jj Riff VDCST ti t $ E W s,40 _ r$� }1J I 1 L i1 E �Rtti � 1 4 t 6GL[�GMIflN (F6`1G 3 1 1 R-W & F.f 1 {liG'Y'>!�"hi 57!f,.vij Vi'SB• I t � i DK/:.m ti'E AJi..Glt i -B'MZ!}.J1�'rr "Icraw. 7,r � �^^L IJ F�L4a���ilt e 4YdY /1.--.....-__-_.-------- _ _._.__.......- \ LZL Construction Revision / .1..........:......—�........... Darnels Residence 0 ;( =?u .L.. r v "_«i ? 3 „cam i Addition /Remodel REPORT No. '� �• �- I —� i 171116 __-J '.........-- .......... -_..% PAGE 23 i 27 Floor Joist ' ' MEMMR REi'E1darT FLOOR, A4aitt F#tx ,WV MFOR1 piece(s) 2 x 10 Henrfir W 2 016" OC toy Y N AI toatoas are measured from the oL#sEde face of left stWwt (or Icft cantRkver end).Att dvnenvons are horsorol. ttemberHeacbM(XIS) — �342021J2" ^ ^1367(2.25') Passed(25%) - 1.0011.01(All Spane,� Sttearabs) 2760V3/4' 1388 PasscW(20%) 1.100 2.00t1.01L(AllSparu) Homeatirt-fs) 61005!1/2' 1917 Passed.(42%) 1+10 1.00-a L0L(AHSpans) Uye toad Deft. on) 0.= 0 T 1/Y" M242 Passed (1/999+) - 140 + 1.D L(AH Spans) T" Lwd Deft. On) GAG6 * V ur 0.483 Passed. d/599+) - 1.0 D t 1.0 t(AIf Spans) T34ft- Rating #/A WA - - • oaHecbm aibe W ie Od4s0) a adTL (I/216l Tap BW 8ralft 0.0. TapcmWtssim dpe most be braced at 3 if ek mess detalW o@exwise. • 8atmm T>Jje 6raclrq 0.[t):'9dbom cangession edle mist be bracedat 4 11',* vdas deserted of uy mse- • A 15%bs7emem *e moment capataty has beet added to acmutt. fe teprtbve menber wa!- •,Ap*c&& G*Jdarts arc failed m NZ. • ft composite adfwbedr , dsk ardjistw caridered in aidrm - = 1-pk tas ca tr-HP 3-V 7.2r L9Y in 259 3Ri i Y/4•Rim i3oad 2-8aam -Cr 39r 2:25' LV 61 254 30 i t(4'Rca Hid - tia±r Basm Is assumad to grYa3leadr WOW drecey abave itr byMsirg tie member hdr4clestgre d. __ 1-Ur41brm {PSE} eto tLf' 1• ]6• iZIF 4oJ3 ���_ ldYnp - )stern : Floor Menbe T"x - 3dst 8.1dr g tist : Residantid 8c8dmq Gale t MC MIS Oestgi tktiwddcgp : ASD �'-"- LZL Construction Revision {— I . ;t Daniels Residence 0 rALt 'Y ENS iNE'c:Ff Vr & UES!C� IAddition / Remodel File No. r....-. 373116 --•-..... PAGE 24 / 27 Main Floor Beam ............................. ............ ..................................... . igFORTEI�� MFMBM RFPMT FL GOR., Main Floor Beam I pieces) 4 x 10 Douglas Fir -tartly No. I . ....... . ..... . �M— Al h>MIWM are measured from the OLWde.Face Of4eftsLoport(w left cantilever end).Alf dimenslonsarehm.monW. Member Reacum (Ibs) 1739 0 Z' 7656 MST) Pawed:(2%) — LOD + 1,04-WISoans) Shur flbs) 3177 0 I'W 3885 Passed: ("%) 1.00 14V+Ir0L(A8Svans)_ Moment(T-Obs) 25n 0,T 3 1/2' 4991 Pawed: (52%) 1.00 I.OD + I.Ot(AgSpans) U,; e load oefl. 01) 0.035 0 r 3 IM 0.208 Passed (Q999+) — 1.0 D + 1.0 L (AN Spam) Tots Load Defi.tin) 0.046 0 S 3 IX 0-313 Passed. QJ999+) — 1,0 D + 1.0 L (AN Spans) --- — u VI—) —.1 L tIj—j. • TQP Woe W4dng 04; Top <awradw edge must bebramdt C 7qk ufos ddefed oftmim • SW,= Edge Bradrig U): Bottom can;nmWnedge xwt be bramd at 6 7alc view ddbftd ofvrmse. GnNM . ..... . .... . . . 777 F U t� AW*-- I -Cd-tit 3.3t am- LV 'M =7 VM julacidni 2-Cdu -tit 4M =7 I/M 181oddsV an am -------- -- - O-SWW'609(PLn 0 W 6 7" fqok 8.2 ty #2p 'AM Uko Reaction Load from above = 1739 lb. Total post load = 3478 lb. Footing dimension = 18x18 = 2.25 sq.Ft. Soil Bearing = 1545.78 psf 18" square footing is OK IVA&I S-Pwn , Row Mmbw Type : Omp 9— &AdirqiJse. Pe idmtal "dft Code; TDC 2M Des,gn Med ogy, ASD .................. LZL Construction Revision Daniels Residence 0 4,W-We EN"G., PA Addition l Remodel File No. 7- 171116 I . . ......... PAGE 25/27 Post for Main Floor Beam F O R T E µ M04 i3Ert REPORT R-OOh; Past Aar Man floor Beams 1 pieae(s) 3 1/2" x 3112" 1.3EMniberStranft LSL ......................................... Post Height: 4' .ill; �-=:_���5_►+r,IH►?iF=TT=�_:��'--�----_. �� �_ lilina�lt�a�-_..----....,... Slenderness 14 So Passed 27% Compressbn (lbs) 1739 19914 Passed (9%) 1.00 trio + Lot Base Bearing (1bs) 1739 396900 Passed (D%) — LO D + to 1 Bench Cam D.09 1 Passed 9% 1.00 W D + LU € - . AxW loaf e¢enh city fa Oft deOW is lj6orap;f'icaWe member side daenwm. • Apolcabfecata&tas a hx d w tW. - - Member Type : Free Standing Post Base Pierre Steel Building Cade : IBC 26€5 i9esu}nMethadology :,i86 Full Member Length N o bracing asarmed. U4 Hem -Fir Post is OK trawv v COX~ _ m Y - PaMt. (Eb) 422 1317 LZL Construction Daniels Residence Addition / Remodel Revision 0 File No. 171116 PAGE 26 i 27 — - ---- - ---------------------- Beam at Porch WFORTE" MEMUERRWORI FLOOR, Beam at Porch 2 piece(s) 2 x 8 Hent-Fir W 2 O,mrall lenagr A 7' tFit - - - - - - - - - - g mg-gg- --- ----- - -- AlloGtions are measured from the ottside face of left support (or left carrafever end)Alf dinensions are horko=lr. Herriber Reaelion (bs;) 642 0 �Z" 2734 (2.25') Passed (23%) - Lot) + 1.0 L(All Spam) Shear (Ibs) 410 0 IG ZW ZU5 Passed f19%) 1.00 1.00 * 1.0 L(Aill5pans) Mumertt(FVbs) 6W 0 2'3 Ifr Z234 Passed (M%) M0.213Passed 1.00 1.0 D + 1.0 L (A 9 Sparm) live La" Defl.(in) 0.014 0 T3 1jr OAD6 Passed WM+) - 2.0 U + 1.0 L(A ff Spans) TdatLoadDell.0n) 0.017 0 2' 3 112- (UM+) - 1.0 0 + 1.0 L (Ali Spans) - DeeeLdm ojteft- U 0,fW and'TL 042,D). . MWESigE aradrV 910. TWtoripres,,tan adoi mW be braced at IV T o/c wfms detailed oftwWoe, Sottm W Bradru 044 60MOM Canpressbri etems t be bramdat 4.T o'k mess Ap**&* CAnkftra we b"W w ms� 1 —1.1.1 Cn 1, - CAM. - HF 3'sr 2z- I'W 122 WO 6M IV4-Rim 13—d -----T- 2- cd~ -HF I.V Zzy I-W 172 so 52 11 -4'rlu. 3..'d . Rim B=d,s asumefto g,yaO loads %Idieddrft* ab"It, brjwsfg the menba bar*duiW%%L Cr-%.tfWV9V,['PLF) I 1(4' to 4 5 W fVA SS I - u N t— (PSF) at* 4 r oa:k) 2 ua 60 Cleck Load 2-U,Vt— CPSF) 0 to 4 -T (ftam) I 2JD 60A oack Low PASSED sktgm :I -Oar Mmbm TVM - f(wh Bear Wdngtlsei Reslowt-A "ft Cade : IBC 2015 Dmigp MeibmIdWy : Aso . . ................. LZIL Construction Revision Daniels Residence 0 . 771 Addition Remodel File No. ...... 171116 PAGE 27 i 27 GENERAL NOTES LIFE SAr'ET Y NOTES ( continued YKAMIN G NOTES (continued ) Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & 1/z" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarms shall be hard -wired with battery backup, and when more than one smoke alarm is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC R315 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square foot. IRC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or II or of equivalent graspablity. IRC 311.7.8 ide one operable escape window in the basement, habitable and in each sleeping room meeting all of the following -An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches -Not more than 44 inches between the finished floor and the bottom of the clear opening. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R-10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to form -work for reinforcement. R403.1.3 R404.1.2.3.7.4 Anchor bolts shall be at least 1/2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and 3"x3"x0.229" washers unless engineered. IRC R403.1.6 FRAMING NOTES Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 oists less than 18" and beams less than 12" to grade and all wood ;xposed to weather shall be preservative -treated or naturally esistant to decay. IRC R317 IBC 2304.11 Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intermediate support by approved hangers, 2 h nominal blocking, or attachment to a rim board. C 502.6/502.7 IBC 2308.8 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(1), or cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a maximum notch depth 1/6th and a notch width 1/3rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"x30" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in -winter side of the ceiling. IRC R806.2 ADDITIONAL REQUIREMENTS A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. Q U o E o � U 0 CN MECHAN ICAL N MEN FLUMB NU 1NU1'LN P1KK-KA 1 LL) UUN N 1KU C:1 lUN Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 A 30"x30" level working space shall be provided in front of the control side to service appliances. In attics and underfloor areas, a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. IRC M1305 IMC 306 NEC 422.31(B) Provide the combustion air required for the proper operation of the appliance(s). The minimum required volume per the standard method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and kitchen ventilation systems interfere with the operation of appliances, makeup air shall be provided. Fuel -fired appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific installation requirements are met. IRC G 2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 Hydronic heating system piping shall be tested at 100 psi water pressure or 1 1/2 times the operating pressure, whichever is greater, for a minimum of 15 minutes. Piping embedded in concrete shall be pressure tested prior to the placing of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209 Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Inspector on a case by case basis. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a minimum 3/a" drain and the drain shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heater. UPC 409 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of 1/a" and a maximum of 1/z". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the darn or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep s in the sub -drain clamping ring from clogging. 408.5 - 408.7 Main building shut-off required on water supply line. UPC 606.2 Pressure reduction valve on main water supply line required by City code. Vent hot water tank relief valve directly to the outside. UPC 608.5 Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower- point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 Minimum 1" air -gap required at dishwasher. UPC 414.3 Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Dwelling/garage separation shall be maintained by installing 1/z" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall not be used as a tile backing board where there will be direct exposure to water, or in areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. For additional requirements see IRC 302.11 JDraftstops shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq. ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1.Ceiling is suspended under the floor framing. 2.Floor framing is constructed of truss -type open -web or perforated members. :stopping materials shall not be less than 1/2 inch gypsum board, 3/8 wood structural panels or other approved materials adequately Drted and installed parallel to the floor framing membersIRC R302.12 ADDITIONAL REQUIREMENTS Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be and can be freely accessed. 2) The surveyor shall locate the ation of the first floor prior to the City under -floor inspection. 3) A 1 letter of height confirmation shall be provided upon completion of the CN 2 232nd 5TREET 5W (SPRING STREET) - - 32.69' (332.81'PLAT OF SHIREY ADD) EXIST SEWER, NEW I --v- - / CONNECTION AT GA5 MAIN / ADDITIONl:n / BOARD FENGNG I 44.20' STREET SETBACK W m Iry z I-�- � � 13'xq� WOOD In DECK N C. LANDING o ABANDON 1 rER LINE T,5' 51MAW aoo' SILT FENCE `s AREA OF roe WORK a PLASTIC I COVERING 501E P7L m i IN f r-s-'A, o t 0 AREA OF fONGRETE HAI /13.33" LItIIE � I � I � O SINGLE k`AHILY REDIDB{CE (E) I I FF=3ty.75 _ I / GA5 (E) I W I E- /METER ----- \GARAGE (E) \a9s• BOARD FENGN6 J 20 10 O 20 40 GRAPHICAL SCALE: 1"-2O SITS PLAN SCALE: 1"=20'-O" WALK _I N1AY (F) I 232nd 5TREET 5W (5PRING STREET) 332.69' (332.81'PIAT OF SHIREY ADD) i � I I m I (E) I I SINGLE IrAMILY RE calaM) I I FF=3817.75 I j DOM 5 SPLASH PLASTIC, COVERING SOIL PILES MATERLAL 1 wm STORAGE, w DELIVERY CONTAINMENT �x WALK / WAY(E) 1z LEMMEN 1x W I � I 1 I z d W 1 i � U1I Q } ml I y n 1 v 1 I Ex1sT. 1�Z" GONG I CULVERT \ PAI w 1 3 rI \\ I ENTRANGETONI II I POLE o42b $' b 1 i9 ....... �/. \ C� 588°23 "E_ 30.01' BMP KEY GRADING GIJANITIE5 AND CALC5 C GU AREA OF WORK / DISTURBANCE, SMP C151 EXCAVATION (22k55k05) 62 CU YD5. CONCRETE HANDLING 4 C152 CONCRETE GUTTING BACKFILL (1.Sk1.5'x1187 _ 10 YES. SOIL TO BE RELOCATED OFF SITE 52 CA) Y05. BMP G123 PLASTIC COVERING 501L PILES IMPORTED O GU Y05. ®BMP C153 MATERIAL STORAGE, DELIVERY AND R AS O CONTAINMENT (BMP 2.4. 4.1-14 5.1.6) 1. NEW ROOF/GUTTER DOWN5POUT TO ® AREA OF NEW ADDITION 5PLA5HBLOGKS 2. NEW FOOTING DRAINS TO CONNECT TO EXIST. SILT FENCE PER CITY OF EDMONDS STANDARD FOOTING DRNN5. DETAIL E1.1 C5WPP NOTES: 1. FILTER SOCKS TO BE ADDED TO ANY CATCH 20 10 0 20 40 BASINS DOWNSTREAM FROM CONSTRUCTION SITE. REFERENCE CITY OF EDMONDS STANDARD DETAIL E1 3 GRAPHICAL 5CALE: 1". 20' 2. STOCKPILES TO BE COVERED WITHIN 24 HOURS. 3. ALL V15TURSED SOIL TO BE COMPOST AMENDED PER SMP T5.13 CONStRUCTION STORMW�LTiZ N POLUTION PRr=VSNTION PLAN SCALE: 1" = 20'-0" - - PRO D BY P I G, Zones- �[ (sornor Visa "Nothing in this pe%I appravr•J pr s shell ba interpretedeesllowingorpern:lctP Setbacks R uir d Actual Frond) t Z� S ��, mmnteaance If eny cw?rentlq an" ap-A. hui s:,vetatYd nonconforming or unperm, lid or site condition which ie buiside tl Ie of thB Sides Wls --J ppeerrmmit application, regerdleee of w 'such building, Rear structure or wndiiion ie 1 o the Bite plan or draw>6g. Such building .me or Other condition maybe the subje� of a ae enforcement action.." I. 7z I II I ., 4 II S IINA,_.. x. I I la I 5YTE I.I I I N 14R M,4P NOT TO SCALELE OW?'EftW11MAG'TOn tI€SPONs%hL f POR LOCATING ALL ON -SITE UTILITIES. Fa WATIOWREMMN TO &W UTILITIES HAY TEONK BEPMTE PERNK I Applicant shall repair/replace all damage to 1 uttittus orlrcnt-ge Improvements in City right-at-evfiy Pa: C'y standards that Is caused 1 or oncuts during the permitted project. FOR, ERRGSIO(V. 'i ip1 PV1 NNO DRAINAc APPROVEDENGINEERING , D: II Daniels Residence PROJECT INPORI" LOTION PROJECT DE5GRIPTION BUILDING INFORMATION FAMILY ROOM, DINING ROOM 4 ENTRY ADDITION DE51ON 5TRUCTURAL ENGINEER: LZL CONSTRUCTION, INC. QUALITY ENGINEERING 4 DESIGN 10604 E. RNMR51DE DR. TOM WHL _ PE BOTHELL, WA 118011 P.O. BOX 234 2 PHONE:(425)485-55-11 WOODINVILLE, WA g80T2 FAX:(425)4E5-2'!49 PHONE: (20 81 5QUARE FOOTAGE SUMMARY EXISTING ADDITION I TOTAL FIRST FLOOR 1356 8T6 2252 GARAGE 440 O 440 _ DECK (>18" ABOVE GRADE) 289 -165 124 SITE INFORMATION O)Nrvnx: JOEL 4 KELLY DANIELS BUILDING GORES SITE ADDRESS: ' PAW S MUST BE 2015 INTERNATIONAL RESIDENTIAL CODE AVE 2EDMONDS AS AMENDED BY WASHINGTON STATEae NW J SITE ENERGY GODS 2015 TAX PARCEL NUMBERS: 00554800200406 ',, . , WASHINGTON STATE ENERGY CODEFIELD LEGAL DESCRIPTION: DEFERRED SUBMITTAL5: THE NORTH 105 FEET OF THE EAST 155 FEET OF TRACT 4,BLOCK 2. RICHMOND FRUIT GARDEN MECHANICAL ELECTRICAL TRACTS, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME 6 OF PLATS, PAGE 44, RECORDS PLUMBING OF SNOHOMISH COUNTY, WA5HINGTON, 51TUATE IN THE COUNTY OF 5NO140MISH STATE OF WASHINGTON NOTE: SUBMITTAL FOR PERMITS TO BE LOT AREA: HANDLED BY THE RESPECTIVE TRADES 13,g62 50. FT. ZONING: RS-6 NIASHINGTON STATE ENERGY CODE SUMMARY WSEC 2015 PRESCRIPTIVE SETBACKS: STREET SETBACK: 25' MIN. VAULTED CEILINGS R-36 BATTS INTERIOR SETBACK : T.5' ATTICS R-4q BLOWN OR BATTS VAULTED CEILINGS R-38 LOT COVERAGE: 55% MAX. WALLS R-21 BATTS FLOORS R-30 BATTS LOT COVERAGE SUMMARY AREA AREA (52.FTJ COVERAGE EXISTING STRUCTURE EX151TN6 SHED DECK 17% 12.q% 12S O.q% 1240.9% ADDITION -- -I 8T6-_ 6.3% LOT COVERAGE 2g19 I 20.q% IMPERVIOUS 4 AFFECTED AREA SUMMARY AREA AREA (SO.FT.) COVERAGE EXISTING STRUCTURE W/ ROOF OVERHANGS 23W 16.q% _ EXISTING ORIVEMAY 554 4p% EXISTING WALK WAY5 4 PATIOS 699 SA% HEIGHT CALO CORNER I HEIGHT (FEET) A 100.5 B 1000 __ C 100.2 D 101.1 AVERAGE �!M_E'_ 125. ABBREVIATIONS'1 4 AND ® AT X BY ¢ CENTER LINE BD BOARD ELK, SLK'6 BLOCK, BLOCKING BM BEAM BRZ BRONZE BTM BOTTOM 05MT CASEMENT GLR CLEAR CO CARBON MONOXIDE LONG CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CFT CARPET CTR CENTER DBL DOUBLE DIM DIMEN51ON DH DOUBLE HUNG DN DOWN DS DOWNSPOUT DW DISHWASHER EA EACH ELEC ELECTRICAL EL, ELEV ELEVATION SO EQUAL EXIST, W EXISTING FIN FINISH FL, FLR FLOOR FOIL FURNISH BY OWNER, INSTALLED BY CONTRACTOR FRZR FREEZER FT FEET 1018 53 1111 BUIL,RJNG DEPARTMENT WORK ADDRESS OWNER APPROVED DATE: 2 ')/;t j BLDG. OFFICIAL: PE�R�M,I�T� FgUMSER a PLYWD PLY WOOD GA GAUGE P.T. PRESSURE GALV GALVANIZED TREATED GAS GYPSUM WALL BOARD REF REFRIGERATOR READ REQUIRED HB HOSE BIB REV REVERSED HDR HEADER R45 ROD (SHELF HOW HARDWARE RO ROUGH OPENING HDWD HARD WOOD HOT HEIGHT 5 SOUTH HORIZ HORIZONTAL 56 SAFETY GLASS HR HOUR SD SMOKE HVAG HEATING, DETECTOR VENTING AND AIR SF SQUARE FEET CONDITIONING SH SINGLE HUNG SHEATH'6 SHEATHING INS INSULATION SHT SHEET 51M 51MILAR. JST JOIST 5LDR SLIDER 50 SQUARE MFR MANUFACTURE STL STEEL MAX MAXIMUM MIN MINIMUM THK THICK MTL METAL TO.ML TOP OF WALL TYP TYPICAL N NORTH (N) NEW U.N.O. UNLESS NOTED N.I.G. NOT IN OTHERWISE CONTRACT NO. NUMBER VERT VERTICAL N.T.S. NOT TO SCALE VTR VENT TO ROOF VYL VINYL O/ ON O.C. ON CENTER W WEST, WATT O.F.C.I. OWNER W/ WITH FURNISHED WD WOOD CONTRACTOR WP WATER PROOF INSTALLED M WATER 05B ORIENTATED RESISTANT STRAND BOARD WRB WEATHER RESISTANT PIGT PICTURE BARRIER FL PLATE YWNF WELDED WIRE FABRIC FENESTRATION .50 U-VALUE SKYLIGHTS .50 U-VALUE ENERGY CODE NOTES: 1. EXISTING EXTERIOR WALLS AND CEILINGS OPENED FOR CONSTRUCTION TO BE INSULATED. 2. SEE WINDOW SCHEDULE SHEET A2 FOR U-VALUES 3. A MINIMUM OF T5% OF PERMANENTLY INSTALLED LIGHTING MUST BE HIGH -EFFICACY LAMPS WA ENERGY CODE R404.1 FENESTRATION U-FACTOR AVERAGE AREAIU OR UA WINDOWS 154 O.TI 36.16 DOORS Tq 0.96 2B.22 AVERAGE 215 0.30 64AO ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS REQUIRED MINIMUM CREDITS: SMALL DWELLING 1.5 CREDITS HIGH EFFICIENCY HVAC EOUIPMENT 34: 1.0 CREDIT PROVIDE GAS FURNACE WrTH MINIMUM APUE OF q4% EFFICIENT WATER HEATING 5b: 1.0 CREDIT PROVIDE GAS WATER HEATER WITH A MINIMUM EF OF 0.T4 HEATING 4 VENTILATION REQUIREMENTS ADDITION MAX. FURNACE SIZE: 16,46q BTU/HR WHOLE HOUSE VENTILATION VENTILATION FRESH AIR OPTION: EXHAUST FAN VENTILATION RATE: INTERMITTENT. 50% RUN-TIME RUN TIME HOURS: 2 HR / 4 HR CYCLE MIN. WHOLE HOUSE FAN GPM: 120 DUCT SIZE (SMOOTH/FLEY.): 6" DIAMETER WHOLE HOUSE VENTILATION NOTES; 1. POWDER ROOM FAN TO BE CONTROLLED BY TIMER FOR WHOLE HOUSE VENTILATION. 2. CONTROLS TO BE READILY ACCESSIBLE AND LABELED "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" 3. CONTROLS TO RUN FAN INTERMITTENTLY FOR 50% OF TIME. 1 (RUN TIME HOURS: 2 HR FOR EACH 4 HR CYCLE MIN.) } 4. FAN TO BE 120 GFM MIN. AT .25 INCHES OF WATER GAUGE AND .;s GONERATING OF 1.0 OR LESSAT .1 INCHES OF WATER GAUGE 5. FAN VENT DUCT TO BE 6" DIA. 6. SMOOTH DUCT TO HAVE A MAXIMUM RUN OF 165'. FLEX DUCT TO HAVE A MAXIMUM RUN OF 111'. DEDUCT 16 OF LENGTH FOR EACH ELBOW FROM MAXIMUM RUN. T. PROVIDE FRESH AIR INLET WITH MIN. 4" SO. IN. NET FREE AREA IN EACH HABITABLE ROOM 8. UNDERCUT DOORS A" MIN. FROM FINISHED FLOOR SYMBOL LEGEND ® DOOR TAG REFERENCE DOOR SCHEDULE SHEET A2 WINDOW TAG REFERENCE WINDOW 5CHEDULE SHEET A2 //�� - DETAIL REFERENCE DRAWING NUMBER ON SHEET NOTED X X BUILDING SECTION REFERENCE NUMBER SHEET NOTED 4.X WALL SECTION REFERENCE DRAWING NUMBER ON SHEET NOTED CITY COPY 5HEET INDEX Al SITE PLAN, C6WPPP 4 COVER SHEET A6 ROOFING DETAILS A2 FLOOR PLAN 51 FOUNDATION PLAN A3 ELEVATIONS 52 ROOF FRAMING PLAN A4 CROSS SECTIONS 53 STRUCTURAL DETAILS AS DETAILS Sty T Us JAN Z 5 2018 BUILDING DEPARTMENT CITY OF EDMONDS Z 0 �-t W � 01 ❑o�v to N D Lu OR _j A/ LL IY _J H H LU N N Zama 0 0� J J Site Plan, CSVIPPP4 Cover Sleet REVISIONS: 1-26-18 CORRECTIONS SCANNED FEB I3 2011 Review Set DATE: 12-20=1� DRAWN BY: E1W JOB NO, 0000 5HEET iM WINDOW 5GHEDULE AG R.O. SIZE WIDTHXHEIGH7 TYPE FRAME MF6. MODEL HEAD DETAIL JAMB DETAIL SILL DETAIL AREA 50. FT. O.n. TOTAL AREA U VAWE U/A NOTES 101 12" x 48" S.H. VINYL MILGARD MONTECITO VA5 2/A5 5/AS 24 1r204 .27 6.48 ARGON FILLED LOW-E 102 90" x 46" S.H. VINYL MILGARD MONTEGITO 1/AS 2/A5 3/AS 10 1 .27 2.1 ARSON FILLED LOW-E 103 60" X 48' S.H. VINYL MILGARD MONTEGITO VAS WAS S/A5 20 1 27 5.4 ARGON FILLED LOMFE 104 5W x 46" S.H. VINYL MILGARD MONTEGITO WAS 2/A5 3/A5 12 1 .21 3.24 ARGON FILLED LOW-E 1O5 50' x 45" S.H. VINYL MILGARD MONTEGI70 9/AS 2/AS WAS 10 1 .27' 2.1 ARGON FILLED LOW-E 106 30" X 48' 5.H. VINYL MILGARD MONTEGTO 9/A5 2/AS WAS 10 1 .27 2.1 ARGON FILLED LOW-E _ 107 i2' x 48" S.H.VINYL MILGARD MONTEOITO 1/AS 2/A5 S/AS 24 1 .27 6.46 ARGON FILLED LOW-E 108 12" x 45' S.H. VINYL MILGARD MONTEGITO I 1/AS 2/A5 5/AS 24 1 24 27 6.48 ARGON FILLED LOW-E TOTAL Awube TOTAL U/A 134 0.27 36.18 NOTES: ALL WINDOWS TO BE VERIFIED BY OWNER BEFORE ORDERING. EXTERIOR DOOR 5GHEDULE ®NOMINAL SIZE RO. SIZE FRAME MFG. MODEL HEAD JAMB SILL AREA Qtt TOTAL U VALUE U/A NOTES WIDTHxHEIGHT WIDTHxHEIGHT DETAIL DETAIL DETAIL 5.. FT. AREA Doi 4 SIT"IGODEL .46 (DELIGHT D02 6 J x 68 14_5" x 82.25"LFGIBER-_I 5F20F -I/AS 8/A5 6 42.55 i 42.59 .27 16 9 _REUSE AIRSON FILLED LOW-E - TOTAL AREA AVBVbE u'/ TOTAL U/A I� __...__-. 75A 0.36 _ 20= NOTES: ALL DOORS TO BE VERIFIED BY OWNER BEFORE ORDERING. ALL DOORS TO HAVE LOGKIN6 HANDLE SET WITH DEADBOLT. HARDWARE TO MATCH EXIST (VERIFY WRH OWNER). INTERIOR DOOR 5GHEDULE NOMINAL SIZE WIDTHxHBGHT R.O. SIZE FRAME WIDTHxHEIGHT MFG. MODEL NOTES 005 ?a X 60 37 x 82 5 WOOD T BD. T B.D. A EFAINT EXISTING PRNAGY HANDLE 1104 2° x e 52" x 825 WOOD _ TBD. TBD. SINGLE PANEL PAIN'FGR glMAYG7- EXISTING P-rART_ HANDLE DOS NOTES: OWNER), V. X DOORS 6° -- 9Y OBE VERIFIED X 825 WOOD BY OWNER _ TBD. BEFORE ORDERIN6. TBD. SINGLE PANEL, PA1NT-Gi2ADE ih AYGF� EXISTING PA55A6E HANDLE HARDWARE TO MATGNXIST VERIFY WITH SHEAR MALL SCHEDULE DESIGNATION NAIL SIZE NAIL SPAGIN6 EDGE FIELD BLOCKING BOTTOM PLATE ANCHORAGE P11 6d 6" 12" YES (2) 16d AT W O.G. OR 5/8" BOLTS AT 32' O.G. Bd 4" 12- YES (2) 16d AT 6- O.G. OR 5/8" BOLTS AT 24" O.G. SHEAR WALL 5GHEDULE NOTES 1. P1 SHEAR WALL TO HAVE 1/16" A.P.A. RATED PLYWOOD OR ORIENTED STRAND BOARD (O.S.S.) ON ONE SIDE. 2. (2) 2X 5TUD5 REQUIRED AT HOLD DOWN LOCATION5 WHERE SHOWN ON THE FOUNDATION PLAN SHEET 51. 3. NAILS ARE COMMON IN THE SIZE INDICATED. 4. PANEL EDGES TO BE BLOCKED WITH FULL WIDTH 2X NOMINAL FRAMING FOR Pl-6 AND P1-4 WALLS. S. ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE A MINIMUM OF 1", AND SHALL BE INSTALLED WITH 3" SOUARE X 0.229" WASHER5. VENTILATION NOTES: 1, FANS TO VENT TO OUTSIDE 2. POWDER ROOM FAN TO PROVIDE WHOLE HOUSE VENTILATION AND CONTROLLED BY TIMER. SEE WHOLE HOU5E VENTILATION NOTES SHEET Al 3. POWDER ROOM FAN TO BE A MINIMUM OF 120 CFM AT 0.25 INCHES WATER GAUGE AND 5ONE RATING OF 1.0 OR LF55 AT A INCHES OF WATER GAUGE 4. WHOLE HOUSE FAN TO BE PANASONIG FV-11-15VK1 SET TO 190 GFM 5. WHOLE HOUSE FAN CONTROL TO BE ON TIMER PER WHOLE HOUSE VENTILATION NOTE #3 ON SHEET Al GENERAL NOTES: 1. CONTRACTOR VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. I 14-0" it" 4'-0" 1.-0.' <e> <e> D.S.d ry HDU2 HDU2 a A4 LANDING m--� Yry ' FAMILY " ROOM iV HDU2 WATER HEATER WITH A BATH N. � I MINIMUM EF OF 0.14 (E) BEDROOM I I NO WORK (E) �2"SgAYyEILINC J S. BEDROOMILL p N O WINDOW 6 MASTER (E) S.C.ILL 2, is 3_12„ 4 ® BEDROOM (E) NO WORK A4 - NO WORK . B.D.O L� HALL SDpco S.D. (E) WHOLE HOUSE FAN TIMER �Yk3I-4qg"%2d"� GL05ETI uF j NO WORK L _ J - - FURN. 5068 HALL GAS FURNACE WITH FILAWINE POWA1NTR MASTER (E) MINIMUM AFUE OF 94 HDU2 i N BATHROOM (I-)O Q REMOV E WALL O EO � KITCHEN LIVING ROOM ¢ Oo N«� K (E) dry ELECTRICAL PANEL °ry �3O^7YP ry I � I I DINING EQUAL EQUAL r 11'XiT-1O 'r 18" TYP. 1 I TYP IA4 CGA,RAIGE (E)NO PNORK EXIST. DECK TO REMAIN I LGEI MA6� I ,2° TRAY CEILING J HDU2 I I I EDGE OF I i DECK ENLARGE EXIST. STEP 1O2 105 I I (OVERFRAME EX15T. ` I i I I I I I I I I DECK) i i 20'-Ci" 32-10 19-0 72'-44• fT% N Floor LEGEND Plan EXISTING WALL NEW WALL - - - - _ REMOVED WALL REVISIONS: SHEAR WALL, SEE SHEAR WALL SCHEDULE SHEET A2 O SD SMOKE DETECTOR �5D/CA SMOKE / CARBON MONOXIDE DEC 20 210 DETECTOR iiWEc i--EWT SERVICES CTR. ❑P FAN CITY OF EDMONDS Q FAN TIMER (WHOLE HOUSE FAN) D.5. DOWN SPOUT REVIEW Set i H.B. HOSE BIE I-28-IT Ns J.DATE: OF w DRAWN BY: BW r' JOBNO.: mmrdfd 241 SHEET NEW EXISTING > EXI5TING%NEW V Vim` ADDITION ADDITION SOUTH SLVATION SCALE: 1/2" - 1'-0" EXIST. G GRADE tADE SCALE: 1/2" = T-O" BEYOND NORTH ELEVATION 5CALE: 1/2" = T-O" NF1N EwsnNG ADDITION SCALE: 1/2' = na' EL. 115.6' AVERAGE GRADE EL. 100.4' ZADE DE SIB V dti otl8 REVISIONS: 7 L�'r•M;`st�:'v�?'1�'i� 7 DEC 20 2017 Review SEt DATE: 12-20-11 DRAWN BY: 56 JOB NO.: 0000 SHEET 43 OCROSS SECTION iE; r v2^ = 1'-0" CROSS SECTION 8 SCALE: 1/2" - V-0" FLASHING _ 2X5 P.T. LEDGER ATTACHED N/J"LAG 56REN5 STAGGERED 0 30" O.G. ON PERM -A -BARRIER F. CEDAR ON 0 C, P.T. JST. ®16" O.G. �qX4 CEDAR TREADS 71'P. DBL. 2X6 BEAM 2x12 P.T. STRINGER 1X5 CEDAR RISER TYP. LU526Z TYP Z_ 4 F NI b 4x4 P05T VV f 5. BC52-2/4Z CAP �V GRADE 4. a - c d 15S11 4" GONG. LANDING 121Ix12" GONG. FTC. N/ P844Z P05T BASE C, Z O 0 b'j�n ui J N '^ W N v, OCL z m LL O� U J N J Cross Sections REVISIONS: � GssLa:�:�13�9E� DEC 20217 DEVFu.OrroiuCF:�iSFAVICES CTR. CITY EDIOflDC Review Set DATE: II-28-I1 DRAWN BY: $W JOB NO.: 0000 OCROSS SECTION G'C SCALE: 1/2" = 1'-0" ODECK SECTION SGAL6: 1/2• = T-0" SHEET GWB WINDOW WRAP If If NEW WINDOW TO MATH EXIST.PER HORZ. CEDAR WALL PER PLAN .p BEVELED SIDING WALL PLAN ' (MATGH EXIST.) ' . •. ,..':. :. . WINDOW WRAP II WRB TO MATH EXIST. tl`N�0 HEADER LAP WRB OVER FLASHING PER PLAN BAKER ROD 4 SEALANT WALL PER A' PLAN HEAD FLA5HING PER 12/A5 CEDAR SILL (MATCH EXIST.) BRICK MOULD (MATCH EXIST.) LAP VYCOR OVER WINDOW C! SEALANT NEW DOOR FLANGE PER DETAIL 11/A5 SOFFIT (MATCH EXIST) BACKER ROD 8 SEALANT HORZ. CEDAR BEVELED SIDING NEW WINDOW GWB LAP VYGOR OVER WRB PER DETAIL 11/A5 SEALANT HORZ. CEDAR my1 (MATGH EXIST.) 5• BRICK MOULD RIPPED BEVELED SIDING WRB g BACKER ROD HORZ. CEDAR AS NEEDED (MATCH EXIST.) LAP VYCOR OVER 4 SEALANT BEVELED SIDING NEW DOOR WRB WINDOW FLANGE (MATCH EXIST) VYCOR TO BE HEADER PER PLAN PER DETAIL 11/AS yyRg WRAPPED INSIDE NEW WINDOW SEALANT OF R.O. WINDOW WRAP SEALANT TO MATCH EXIST. BRICK MOULD BRICK MOULD (MATGH EXIST.) (MATCH EXIST.) N OTES: NOTES: NOTES: NOTES: 1. SEALANT TO BE CHEM LINK DURALINK 1. FLASHING TO BE GALVANIZED METAL WITH WHITE 1. SEALANT TO BE CHEM LINK DURALINK 1. SEALANT TO BE CHEM LINK DURALINK 2. WRB TO BE TYVEK OR 6O MINUTE PAPER NOTES: KYNAR FINISH 2. WRB TO BE iYVEK OR 60 MINUTE PAPER 2. ARE, TO BE TYVEK OR 60 MINUTE PAPER 1. SEALANT TO BE CHEM LINK DURALINK 2. SEALANT TO BE CHEM LINK DURALINK 2. WRB TO BE TYVEK OR 60 MINUTE PAPER 2. WRB TO BE TYVEK OR 60 MINUTE PAPER WINDOW HSAID 2 WANDOW J4MB 3 WINDOW SILL �, s=Ne RY DOOR HS4D rENe RY DOOR J141" IB INSTALLATION NOTES: 1. PAN TO SLOPE TO OUTSIDE. 2. DO NOT SEAL BETNE.EN THRESHOLD AND WALL PER PLAN PAN ON OUTSIDE EDGE THAT WOULD PROHIBIT PAN FROM DRAINING. 3. VYCOR TO OVERLAP PAN FLA5HIN&. 4. VERIFY COMPATIBILITY BETWEEN FLASHING AND SEALANTS BEFORE INSTALLATION HEADER U PER pL'6'N � SOFFIT (MATCH EXIST) NBN DOOR � s STRIP OF mlo SOFFIT (MATCH EXIST.) SILICON HORZ. CEDAR SEALANT BACKER ROD BEVELED SIDING 8' NEW DOOR jX CEDAR RIPPED TO FIT FVG PAN FLASHING 4 SEALANT (MATCH EXIST.) ff4o (SURE5ILL OR 500VALENT) - BACKER ROD W,� 4 SEALANT HEADER NEW DOOR — O LAP VYGOR OVER DOOR FLANGE PER DETAIL WAS - PER BACKER ROD 4 5EALANT PLAN NEW WINDOW SEALANT EXTERIOR LANDING PER PLAN BRICK MOULD FLOOR NOTES: PER PLAN 1. SEALANT TO BE CHEM LINK DURALINK 1. SEALANT TO BE CHEM LINK DURALINK NOTES: 2. WRB To BE TYVEK OR 60 MINUTE PAPER 2. WRB TO BE TYVEK OR 60 MINUTE PAPER 1. SEALANT TO BE CHEM LINK WRALINK 2. WRB TO BE TVEK OR 60 MINUTE PAPER GRACE VYCOR TO WRAP INTO OPENING UNDER PAN DOOR tHRESHOLD DOOR HEAD 8 DOORJAMB OJ WINDOW HEAD SOPPIt SCALE: 5" = 1'-0" SCALE: W = l -&' SCALE: B" = 1'-0" SCALE; 5" = 1'-0" FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE NPATHER RESISTIVE //�� MECHANICALLY FASTEN AS BARRIERNECESSARY IN CORNERS EXTERIOR 5HEATHING THROUGH GRACE VYCOR PLUS / n TRIM WEATHER RESISTIVE WEATHER BARRIER 2" MINIMUM FROM 3 i RC515TIVE HEAD FLASHING FOLD FLASHING (DO NOT GUT) I ROUGH OPENING ALONG BARRIER JAMBS AND SILL n 1 TAPE SILL PLATE I END DAM I � a I 1 1 I � (ASSEMBLED GRACE VYCOR PLUS p WINDOW) p I 6 GRACE VYCORNER NOTES: A. VISIT GRACEGONETRUCTION.GOM FOR THE MOST CURRENT DETAILS. INSTALLATION VIDEO AND DO NOT FLASH PRODUCT DATA SHEETS OVER BOTTOM B. RIPOORDS CAN BE REMOVED FROM GRACE NAILING FLANGE VYCOR PLUS FOR EASE OF INSTALLATION HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: C. REMOVE WEATHER RESISTIVE BARRIER FROM TOP 1. CUT, FOLD UP AND TEMPORARILY SECURE 1, FLASHING TO BE GALVANIZED METAL WITH OF WINDOW SILL PLATE WEATHER RESISTIVE BARRIER ABOVE KYNAR 500 FIN15H. HEADER TO ALLOW FOR FLA51HING D. INSTALL &RAGE VYCOR PLUS IN ORDER AS SHOWN INSTALLATION BY NUMBER5 2. INSTALL GRACE VYCOR PLUS HEAD E. INSTALL GRACE VYCOR PLUS AND WEATHER FLA5HING UNDER WEATHER RESISTIVE RI-515TIVE BARRIER TO FORM WATER -SHEDDING BARRIER ALONG HEADER LAPS 3. FOLD WEATHER RE515TNE BARRIER BACK F. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 OVER HEAD FLASHING AND SEAL WITH TAPE AND VYCOR BUTYL AS SHOWN ABOVE WINDOW MSMBRANS PLASHING 12 4D 13 1.4 1.MASHING U Z Z O C W � W U LQU >3:�4 F F J ry N z It I LL O 112 C) J N _J Details REVISIONS: 0 17 DEC 2 0 2017 Q oEvewiT;'�F �omoei s em. Review 5et DATE: II-28-11 DRAWN BY: BW JOB NO.: 0000 SHEET WRB TO LAP OVER FLASHING SIDING PER ELEVATION" - DRIP 11 15/S" DRIP 11 FLASHING 15/S" 143e VARIES 11/4" FLASHING 1/4" 1/4 1^ CAP SEALANT BEAD 5/4. _ - FLASHING EDGE OF G AND 2x4 CEDAR HEM OVER TOP OF PANEL ROOF TO WALL SEAMS FLASHING STANDING SEAM ROOF TO WALL FASTENER: (3/PANEL) - PERFERATION5 POP RIVET METAL ROOF PANEL FLASHING STANDING SEAM 12" O/G POP RIVET POP RIVET 12" O/C METAL ROOF PANEL 30# ASTM 7. 12" O/C (BOX PANEL ENDS) RATED FELT PANEL M (MATCH EXIST.) -PANEL CLIP WV (2) OVER SOLID ;p PANEL CLIP W/ �' FASTENERS T. P 5 1/a. SUBSTRATE - 6 (2) FASTENERS HEM 3/4" STANDING SEAM METAL �" .� HEM ROOF PANEL BOX PANEL ENDS 30# ASTM RATED FELT OVER SOLID / MIN. 1 3/4" SUBSTRATE OPENING FASTENER: RAKE P CLIP W/ (3/PANEL) / /S STARTER (2)FA5 ERS PERFORATED / Z-CLOSURE, GUT TO 2" 30#ASTM RATED FELT FIT BETWEEN PANEL PANEL #10 x 1" SEAM HT. PANCAKE HEAD ZEE CLOSURE, CUT TO FIT BETWEEN PANEL OVER SOLID 5EAM5, 5ET ON TAPE SUBSTRATE SEALANT PLUS 1/S" 5GREW, 12" O/C SEAMS, SET ON TAPE 3" SEALANT 11/2" SEALANT BEAD ALONG EDGE OF CLOSURE AND 2 PANEL NOTE: PANEL OVER TOP OF PANEL SEAM HT. SEAMS SEAM HT. I I/4" OF TOP LEG ALL FLASHINGS MM. 4" 1 1/2" OF ZEE CLOSURE END LAP W/ CONT. lz TO BE PERFORATED CAULK AT LAPS ROOF T'O SIDE WALL 2 ROOF TO HEAD WALL 3 VENTED RIDGE BOALE: B" - 1'-0" SCALE B" - ib" BCALS: e" = i'-O" STANDING SEAM 2 1/4" POP RIVET, 12" O/G 30# FELT METAL ROOF PANEL (MATCH GAllLK TAPE RAKE PANEL FLASHING SEAM HT. MATCH EXIST.) PANEL CLIP Al PLUS 1/8" 1/2" SAVE ASTM RATED STANDING SEAM 4 5 OVER SOLID METAL ROOF /8" SUBSTRATE PANEL SAVE 1' 1/2 (2):7T'ENER5 HEM PEAK FLASHING 3 STANDING SEAM METAL 11/2"r TRIM TRIM �-, ROOF PANEL (MATCH 1 1�e #10 x i" ` # ` ` EXIST) SEALANT TO GLOSS 2H0 G PANCAKE HEAD END OF PANEL CL.EAATT 5GNREWK 5/S� SCREW, 12" O/G 1/2 VALLEY FLASHING , b GUT AND FIELD SEALANT BEND PANEL END CLOSE END 7 x OF PANEL GUT AND FIELD -HERHEAD BEND PANEL END ION 10, 30# FELT TO 30# FELT FASTENER 12" O.G. OVERLAP ICE 8 OVER SOLID W WATER SHIELD SUBSTRATE RAKE 2x CEDAR FASCIA GUTTER OFFSET CLEAT STARTER PANEL CLIP W/ SET ON SEALANT ICE S WATER SHIELD 2^ (2) FASTENERS CAULK ABOVE TO EXTEND 18" PANEL 'EXPANSION GAP': 1/2" OF 8 BELOW CLEAT SLOPE FROM VALLEY SEAM HT, CEDAR FASCIA PAN TO BE ENGAGED W/ FIELD OUT AND CENTER PLUS 1/S" SAVE FLASHING WHEN BEND PANEL END - 3" - PANEL HAS EXPANDED NOTE: ALL FLASHINGS MIN. 4" NOTE: NOTE: END LAP W/ CONT. ALL FLASHIN65 MIN, 4" - ALL FLASHIN65 MIN. 4" CAULK AT LAPS END LAP W/ CONT. - END LAP W/ CONT. CAULK AT LAPS CAULK AT LAPS ROOFY ALLEY ROOF RAKE ROOF EDGE GUTtER CAULK ABOVE STANDING SEAM RUBBERIZED "BOOT" ROOF PIPE PENETRATION SEE DETAIL 1/A5.3 8 BELOW CLEAT METAL ROOF PANEL 1/2" (MATCH EXIST.) 1 1/2" r OFFSET FLASHING OF 4" VIA. OR LESS PIPE PENETRATION TO (SIMILAR) PIECE HEAD 1 1/2" CLEAT BE IN PAN OF PANEL SET RUBBERIZED BOOT 0ONE FLASHING WITH ONLY INTO CONTINUOUS BEAD OF FOLDED AND CAULK. USE FASTENERS AS SOLDERED 5 MS PITCH BREAK t STANDING SEAM 5FECIFIEiJ BY BOOT FLASHING, RUN METAL ROOF MANUFACTURER. CAULK PANEL CLIP W/ MIN. S" UP SLOPE - PANEL (MATCH FASTENER HEADS. (2) FASTENERS EXIST.) - ---� POP RIVET - - STANDING SEAM 12" O/C METAL ROOF PANEL VERIFY OFFSET CLEAT SET SE AIL 1/A5.3 HEM ON SEALANT ILAR) FIELD CUT AND SEE DETAIL 2/A5.3 BEND PANEL END 1 (SIMILAR) ISOMETRIC NOT TO ALE SEALANT TO CLOSE END OF PANEL STRIP IN ICE $ WATER 30# FELT SEALANT TO SKYLIGHT STANDING 5EAM FASTENER: WATER AT PITCH BREAK GUT PANEL 1" SMALLER THAN OVER SOLID END OF PL 1� (Zq 2 `� METAL ROOF PANEL (3/PANEL) PENETRATION, BACK OUT TABS, 5U55TRATE 6" ( ',� (MATCH EXIST.) FOLD TABS UP AROUND ROOF OPE) 30# FELT ZEE GL05URE, GUT TO PENETRATION, AND CAULK. (2'1y;1 OVER SOLID PIT BETWEEN PANEL 11" S1pPE) 9e SUBSTRATE 11/2" SEALA BEAD ALONG SEAMS, 5ET ON TAPE EDGE OF SURE AND - 1. GUT HOLE TO ALLOW FOR THERMAL MOVEMENT IF PANELS ARE 50'-0" OR LONGER. SEALANT pAN£L OVER TOP O ANEL SEAM HT. SEAMS CAULK ABOVE 6 BELOW CLEAT „ 1 1/2 1/2 OFFSET CLEAT 5ET 1 1/ ' 2. IF PIPE 15 MADE OF METAL, IT MUST BE PAINTED TO PREVENT RUST RUN-OFF ON SEALANT 1 2^ NOTE: FROM STAINING PANELS, ALL FLAS G5 MIN. 4" FIELD GUT AND NOTE: END LAP W/ NT. CAULK AT LAPS 3. POSITION SQUARE BASED BOOTS IN A DIAMOND ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER. ICE AND WATER SHIELD TO BEND PANEL END ALL FLASHI MIN. 4" EXTEND UP ALL SIDE OF END LAP W/ CURB AND WRAP CORNERS CAULK AT LAPS -� ROOF PITCH BREAK 8 ROOF PENETRATION OJ SKYLIGHT FLASHING SCALE: B" a 1'-0" BCALE: B" a 1'-0" WALE: B" = 1'-O" b Z O U W� oo�v N D I Q W � W N N Q ='"v z 9mEL to OF J Roofing Details Revlslonls: DEC 20 28i7 7 DEVELUrw1ENTGSVICES CTP. ODY OF EDMONDS Review Set DATE: II-28-17 DRAWN BY: BIN l#l�Z-7►r��T7i7a7 SHEET 46 12'X12'. GONG. FTC. W/ F544Z POST BASE 2x12 P.T. 5TRINGER5 0 16" O.G. 4" THK. GONG. GSLAB ON RAVE -- ___________________________________________ j 56'-ia" LL= i L____________________________ 19'-0" I $HDU2 I = I ------------ -----L S- - a 53 I I HDU2 1'-0" ------' I 4 L I 4x4 POST FV Q ,�� BG52-2/4Z GAP , � 1 P.T. 2x8 W/ LU528Z r � A4 I 1 HANGER ON EA. END L J A4 m 2X6 P.T. LEDGER m I I ATTACHED I � LAG SCREWS STAGGERED tm Co Ll 1 I ® 30" O.G. ON EDGE OF I PERM -A -BARRIER �I((yy ry r I h � HDU2 � LT Ir DRILL AND EPDXY I 1 -4 BARS W/ 4" ° ', EMBEDMENT 14 NTO TOP OF FOUNDATION FOUNDATION FTC. WALL 1z"t BELOW EXIST. I j 0 EA. HORZ. BAR MEW SUB FLOOR HEIGHT j I T'P. TO MATCH EXIST.) I I I L J 1 I B EXIST. a4 I FOUNDATION I ' I j m Rx- L I I 1 r , y U1 I J I ♦: L I L = I 2X10 HF#2 JOIST /.T. I CRAWL SPACE 7 j HDU2 I 1 :1//// I , I , ' I I L1J 1 i CUT 36" WIDE OPENING THROUGH FOUNDATION (16'X , :- 24" MIN. CLEAR OF 70 TOP OF FOUNDATION I DUCTS AND PIPES) 16'-2" 2'-10" N.I.F.) WALL 1j" t BELOW I EXIST. (NEW SUB I i r -L -I FLOOR HEIGHT TO MATCH EXIST.) I ItL J ------------------ ---- ----� E1Ta _ __ __ _ -1__ _ ___1 C to ✓1 QKL-.6� JeA',,•1Q^ I 6 MIL PLA5TIr plm � J VAPOR BARRIER I - ti8a[t JcA;'11A1 i i W, r+� y TMP lv� 1'1GC.J�NiW/\ v�•`tl,1` A4 I I L J -Y1-c- IO$.2- NEW CONG. j I / FOUNDATION 8 I I I� FOOTING I I HDU2__J- I t----------- 5._..1.� B 2�2 r-OUNDATION PLAN �N F UNDATION NOTES • VAPOR BARRIER NOTES: 4x4 POST ON 9011 - i BLG. PAPER W/ A044 POST GAP ON EA. SIDE TYP. 16"X13"X5" THK. GONG. j Fr& W/ (2) #4 5AR5 I I EA. WAY 4 P544 P05T BASE TYP. Q 2 3 NOR4'E5C0 PFV 6-3 FOUNDATION VENT OR EQUIVALENT TYP. U Z Z O W - V oo�� LL d _J N z 0 co O� J J P 241 �N �l I�Bf�rotT Foundation Plan FOUNDATION VENTING CALCULATION ARELATION IN6 RATIO AVENTCRAIMLSSQPAC; REQUIRGEALDGIEN-0 'tl2EA 8T1 1:150 SQ. FT. 8 50 = 5:655Gt.FT. (aa� 5Q_tt�J VENT VENTRED (NET FREE V (REQUIRE VENTING AREA /VENT VENTSPROVIDED HOI' E PFV 6-8 100 SQ.M. 565 / 100 = 9 VENTS 12 REVISIONS: 0 DEC 2 0 2017 MELOPUOIT SUMUESM- GIN OF B)MONOB 17 Review set 0 1. 5LAG-0N-GRADE SHALL BE 4" THICK WITH 6X6 W1.4XW1.4 i. GROUND OF THE CRAWL SPADE TO BE COVERED WITH VAPOR , MM AT CENTER, U.N.O. 2. AGNAL FOOTING ELEVATIONS TO 6E DETERMINED IN THE BARRIER 2. VAPOR BARRIER TO BE GLA55 1, 6 MIL BLACK POLYETHYLENE. BARRIER SEAMS SHALL OVERLAPPED SIX INCHES VENTILATION NOTES` 1. FOUNDATION VENTS TO BE SCREENED W/ CORROSION DATE: II-28-1i FIELD. BOTTOM OF FOOTING5 SHALL BE SET ON 3. VAPOR MINIMUM AT THE JOINTS AND SHALL EXPEND TO THE FOUNDATION L RESISTANT MESH HAVE A MAX. }" MAX. SPACING hND A MINIMUM HW COMPETENT, PROPERLY COMPACTED BEARING SOIL BELOW WALL, NET FREE FLOW AREA OF 100 90. IN. DRAWN BY: FROST DEPTH 2. PROVIDE INSULATION BAFFLES AT VENT LOCATIONS WHERE 3. ANCHOR BOLTS FOR EXTERIOR WALL5 SHALL BE a"X10" WITH INSULATION INTERFERES WITH VENTING 3. PROVIDE WELL AT FOUNDATION VENTS WHEN GRADE 15 ABOVE JOB NO.: 2m�D0 T" MIN. EMBEDMENT C 52" O.G. U.N.O. AND SHALL BE BOTTOM OF \/ENT. INSTALLED WITH 3" SQUARE X 0.229" WASHER5. SPACING 4 OF \/ENT INELLS TO HAVE DRAINAGE ROCK OR OTHER TO SI-IFFY PER SHEAR WALL SCHEDULE ON SHEET A2 MEANS ALLOW FOR DRAINAGE. 4. CONCRETE TO HAVE A MIN. 23 DAY STRENGTH OF 2500 PSI. 51 ATTIC VENTILATION CALCULATION REQUIRED VENTING SOFFIT VENTING RIDGE VENT PROVIDED VENTNG REQUIRED ALUMINUM NET FREE NET FREE NET FREE RIDGE TOTAL AREA TO BE VENTING AT SOFFIT AREA OF AREA OF RIDGE VENT AREA OF VENT VENT LOCATION VENTED (5Q.FT.) 1:500 RATIO VENT VENTING VENTING LENGTH Df) VENTING AREA AREA (5Q.FTJ LENGTH (If) (SQ.IN./FOOT) (SQ.FTJ (SQ.IN./FOOT) (SO.FT) (SG.FT.) ADDITION 899 3.00 68.5 8A J S.8 4T.5 4.8 1.6 H9 _ ROOF VENTILATION NOTES: 1. ALL DIAPHRAGM BLOCKING BETWEEN TRU55E5 TO HAVE (3) 2" VENT HOLES. 2. ALL RIDGES TO HAVE CONTINUOUS RIDGE VENT W/ 1" WIDE STRIP OF BO% MIN. PERFORATIONS IN Z-CLOBURE. 5. SOFFIT VENT TO BE 2"X8' PERFORATED ALUMINUM SOFFIT VENT WITH A NET FREE VENT AREA OF 80 SQ.IN. BOTTOM OF FASCIA TO ALIGN "T II I, I II II II II II II 0 I � II II II II II II I, II II n1 IJ--J� II II ►, II � I�---- _� I I II II II II II II II II IL — — — — — — —_—_----- , F- — — — — — — —RIDGE - � I � � C — -_._. I-� I I J I L� J —II I OVERFRAME 7RUS5E5 W/ 2X6 RAFTERS 24" O.G., / P5T1 DOWN J ,T ro Rus05 ®aH" 0.0. I I II II �I II � I�--- -- -- L I�— -- --- —II u I II I =z it I I, II I BOTTOM OF FASCIA TO ALIGN II � II I I 2X4 LOOKOUT ® 24" O.G. TYP. woom 'imiisom ICI I I� P 6:12 6:12� I I ,la w 96" _p TYP. rc I I II EDGE OF TRAY CEILING��i II I — 6• I 6:12� I I I 1 �718" EDGE OF TRAY CEILING' --J II jl I� OI` , I I 1 � IIOVERHANG OVERHANG L_______=----J FRAMING NOTES: 1. 57UD5 TO BE H.F. 5TU12 GRADE AND PLATES, TO BE H.F. STANDARD OR BETTER U.NO. 2. 4X AND LARGER MEMBERS TO DF-1. 3. HEADERS TO BE 4X8 D.F#1 U.N.O. 4. ROOF SHEATHING PANEL 5EAM5 TO HAVE PSCA ® MID POINT BETWEEN RAFTERS 5. TRU55E5 TO BE ATTACHED W/ H2.5 HURRICANE TIES TO TOP PLATE 6. SHEATHING AT ALL NEW EXTERIOR WALLS SHALL BE FASTENED TO FRAMING MEMBERS WITH 0.151(PX5j" NAILS AT b" / 12" O.G. PANEL EDGES / FIELD. PROVIDE FLAT 2X BLOCKING AT ALL UNSUPPORTED PANEL EDGES. T. SHEATHING AT ALL NEW ROOF FRAMING SHALL BE FASTENED TO FRAMING MEMBER5 WITH 0.131OX24" NAILS AT (5712" O.G. PANEL EDGES / FIELD. AT UNFRAMED PANEL EDGED, PROVIDE PSGA PANEL FRAMING CLIPS CENTERED BETWEEN EACH FRAMING MEMBER. fROOF FRAMING Pl-AN swilgag UIII PC NION LEGEND P -X SHEAR WALL, 5EE SHEAR YJALI- - SCHEDULE 5HEET A2 r� Z O� 0 U W wn ooco!� fq co N >3,FS d J ZVmaL`LL O 1 U J N J Roof Framing Plan REVISIONS: DEC 2 0 2017 I)EVELOHwuI&4TSE9VICES OTH. C(IY OF LDt.ANDS Review Set DATE: II-28-1i DRAWNBY: BW JOB NO.: 0000 SHEET 52 ML. ti' la EXIST. WALL EXIST. FLOOR. 1 I VN DBL. STUD ® EACH HOLD DOWN HDU-5 HOLD DOWN WHERE OCCURS DECKING PER NOTE O/ 2910 H.F. #2 JOIST ® 16" O.G. 2x10 JOIST ® 16 O.G W5210 HANGER II EXIST. RIM JST. 4L u t" THREADED ROD .D e ® HOLD DOWNS EXIST. FOUNDATION D p D ' b MIL PLASTIC UNDISTURBED 501L NOTE: 1. EMBED THREADED ROD ANCHOR T MIN.,IN5TALL W/ HILTI HIT-HY 200 PER ICC E9R-91bT 2. SEE DETAIL WES FOR DECKING NOTE FLOOR 0 EXIST. WALL 2w, +/- (MATCH EXIST) 2X4 LOOKOUT NOTCH END ® 24" O.G. TO TRUSS FOR 2X4 TRUSSD SACK TO LOOKOUT g" PLYWOOD SOFFIT (MATCH EXIST.) 2x4 1X6 BARGE BOARD (MATCH EXIST.) GABLE ROOF OVERHANG T x HORZ, BEVELED CEDAR 51011 (MATCH EXST.) WRB 1" COX PLYWOOD 2X6 HF STUDS ® 16" O.G. R-21 INS. BATTS 1/2" S.W.B. (2)16d NAILS 0 6" O.G. 2x6 PLATE 2x10 RIM JOIST 2X6 P.T. PLATE 4" TIGHT LINE z_ S •. a FINISHED d' MEW, ICI —II III W :III —III 'a GEOTEXTILE FABRIC " WASHED DRAIN ROCK m 4" PERF. PIPE DOUBLE HEX NUT Al WASHER 1'_O NOTE: SEE DETAIL 3/55 FOR DEGKIN6 NOTE 2 FOUNDATION 4 FLOOR SCALE: 1 = 1'-O" DECKING NOTE: METAL ROOFING O/ 901b ASTM RATED R-49 DECKING TO BE 3/4" 23/32 APA RATED TeG PLYWOOD ATTACH WITH SUB FLOOR FELT PAPER BLOWN INS. DBL. STUD ®EACH ADHESIVE CONFORMING TO APA SPECIFICATION AF6-Oi AND WITH Sd (21." X 0.131") O/ 1/2" PLYWOOD O/ MFG TRUSSES ®24" O.G. INS. BAFFLE HOLD DOWN RING SHANK OR SCREW SHANK NAILS ®6" O.G. ALONG PANEL EDGES AND 10" O.G. AT INTERMEDIATE J015T. HDU-8 HOLD DOWN NAILS PER TABLE 4/AS WHERE OCCURS DECKING PER NOTE y" THREADED ROD ® ®762x100G H.F. #2 JOIST ys; DIAGRAM BLOCK HOLD DOWNS W/ (3) 2" VENT HOLES DECKING PER NOTE O/ 2x10 H.F. #2 2x10 BLOCK RAAAW75H2.5 HURRICANE CLIP — — NAILS PER TABLE 4/A5 IGAS N 5/5" A. BOLTS W/ T' I EMBEDMENT 4 .229"x 4X5 BEAM 3"x3" BEARING PLATES SPACED PER SHEAR L 4X4 POST ON 90# PAPER WALL SCHEDULE AG4 POST GAP 1-844 POST #4 BAR AT TOP d ° BASE (2) #4 BARS EACH #4 BARS 15" O.G., z WAY VERT. (ALT HOOKS) I #4 BARS ®16" - 6 MIL PLASTIC, O.G., HORZ. U - UND15� IL UNDISTURBED SOIL - 6 MIL PLASTIC - (2) #4 BARS IN FOOTING -INSTALL (2)#4 BARS SPACED 6" APART, (1) EA. SIDE OF ANCHOR 3 FOOTING PAD L CONTINUOUS AWM. SOFFIT VENT g' PLYWOOD SOFFIT (MATCH EXIST.) 0/2X4 ® 24" O.G. 2x4 LEDGER SOY (FASOA H61". TO MATCH M Q V 1x6 FASCIA (MATCH EXIST.) A34 -LIPS PER TABLE 4/A5 DBL. 2X6 TOP PLATE HORZ. BEVELED CEDAR 511 (MATCH EXIST.) W.R.B. 2x6 HF STUDS ® 1W O.G. R-21 INS. BATTS TABLE 4/A5 - ROOF DIAPHRAGM TO EXTERIOR SHEAR WALL SIMPSON RBG MAIL DE5IGNATION ANGLE CLIP TYPE I SPACING SIZE SPICING P7-6 bd 15" 100 b" E-41 8d 12" 100 1 4" t Nev 4 ROOF WALL � TRUSS a E)(ISTING WALL SCALE: 1" - 1'-0" SCALE: 1". 1'-0" 7ZL U Z Z GWB OLIP H 2.5 HURRICANE C REMOVE BOTTOM _ 0 CORD OF GABLE END TRUSS W '- U 2x2 FILLER w Q NEW 2x4 4 �X4 PLATE. NEW z" GAS. W v N Z om RLL O O �1� U N J Structural Details REVISIONS: 77 DEC zo 2017 " cin of EOPnows C Review Set DATE: II-28-1-1 DRAWN BY: BW JOB NO.: OOPJO STUFFY S3