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Permit File 3710 Leeward Lane
- 0. 'G City of Anacortes Invoice/Permit #: BLD-20 18-0503 904 6th Street Applied date: 08/08/2018 _,:. '"7;kgellilleurr. ....,,.,. P.O.Box 547 Issue date: 09/04/2018 . 0:. Anacortes, WA 98221-0547 , (360) 293-1901 Expire date: 03/02/2020 Job Address: 3710 LEEWARD LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. • Owner: STAEHLING SEPARATE PROPERTY TRUST Contractor: STRANDBERG CONSTRUCTION Address: 4935 PORTALIS WAY Address: PO BOX 319 ANACORTES WA 98221 ANACORTES WA 98221-0319 Phone: Phone: (360) 293-7431 License #: STRANCI020CC General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 5,200.25 # of Bedrooms 3 Plan Review Fee 3,180.16 Basement Square Footage 1578 Mechanical Permit Fees 129.15 Lot Area 18496 Plumbing Permit Fee 181.00 1st Floor Square Footage 2201 State Building Code Fee Resi 6.50 Garage Square Footage 685 Sewer Inspection Fee 50.00 Porch Square Footage 501 Storm Drain GFC-Residential 1,597.48 # of Stories 2 Sewer GFC-Residential 9,482.66 Building Valuation 914000 Park Impact Fee 615.00 # Forced Air Furnace <=1,000 1 Traffic Impact Fee 2,641.40 # of Bathtubs 1 Total Calculated: 23,283.60 # of Clothes Dryers 1 Deposits/Receipts: 200.00 # of Clothes Washers 1 # of Dishwashers 1 Total Due: 23,083.60 #_of Gas Outlets 2 # of Gas Fireplace 1 ,— •-•I TI rr_, ,:.:1 ,m i -1-1 # of Gas Piping 4 :c -; ,:L. r- :• ,� ,T, rn '- r'- i:-n # of Gas Water Heaters 1 ,-, , %.;I �;. Ili IT: r-.:i r• �. # of Water Piping 2 Ro ,.• 72 CD , --1 , i-f ,-F :- ' I t i i # of Hose Bibbs 5 p },:, CO :1 ,_.'. T..: I —y CD :t• # of Kitchen Sinks 1 ,�•. i 7.1 , , --1 .—i. 1, ,_n I.,' I'.) iD.. # of Lavatories 5 - ! • # of Range Hoods 1 t . !x• -i , i nn I 1! rn —; I1, # of Showers 2 H• ..n {--' -r-i # of Slop Sinks 1 el- ,,�, u n r--, 17) III t # of Ventilation Fans 6 IT. L i ; m # of Water Closets 4 ---1 CI, 1 I.•a� 111 ; Ii, ,--, ,:_t1 -••1 -••1 ,..,. IA iT• 1--, .1s. '4i I'••a I'-' iT =i , rt x Y O City of Anacortes Invoice/Permit#: BLD-2018-0503 904 6th Street Nimuisoiva Applied date: 08/08/2018 P.O.Box 547 Issue date: 09/04/2018 (`' Anacortes, WA 98221-0547 ` �� (360) 293 19Q1 Expire date: 03/02/2020 ';' "'31!' 4 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. \tc 11,( SIGNATURE OF OWN R OR AUTH RIZED ENT ISSUED BY CITY OF ANACORTES Residential Service-Initial Evaluation Form Dear Customer: As part of our on-going efforts to ensure the safety of your drinking water,we are required to protect our system against cross connections. As described in the enclosed brochure,cross connections are connections between the drinking water plumbing and a source of contamination. Cross-connections can make our drinking water unsafe. The purpose of this questionnaire is to help determine if you have any special plumbing or activities that pose an increased risk of contamination to our water system. Please fill out the following questionnaire and check the appropriate boxes below: Name: �� W 11.&f . Address: �1 t o Lee L u e. Phone Number: ?Lp O. 20 My residence has: An automatic sprinkler or irrigation system ❑ Swimming pool ❑ Hot tub 0 Livestock watering ❑ Residential fire sprinkler system ❑ Private well or other secondary source of water for irrigation ❑ Solar heating system ❑ Photo developing equipment El Water treatment system(such as a water softener) El Gray water system ❑ Water supply to dock or boat moorage El Septic pump ❑ None of the above /]�,,1 Completed by (please sign): '� ,�Qt 17 C�V Date: "" ' 2-(i3 '(g Please return this questionnaire to: Thank you for your help. If you checked any of these boxes we may be contacting you in the future to request further information. Cross Connection Control Program-Rev 8/22/2001 •% - - Y PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT �' NTIAL BUILDING PERMIT APPLICATION k7 Via,, s tAPA,1,--,.,,j ( aling Address:P.O. Box 547, Anacortes, WA 98221 q7 ice Location: 904 6th Street, Anacortes WA 98821 •NCO AUG 0.8 1018 Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TP E9 IPI LDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: P133205 3710 Leeward LN.,Anacortes,WA 98221 Subdivision/Lot#: Project Valuation: $ 914,400 LOT 9, LEEWARD LANDING PUD APPLICANT: Phone:360-293-7431 Fax: Strandberg Construction, Inc Address(Street,City,State,Zip): E-Mail Address: 2018 R Ave,Anacortes,WA 98221 PROPERTY OWNER: Phone: Fax: STAEHLING SEPARATE PROPERTY TRUST Address(Street,City,State,Zip): E-Mail Address: 4935 PORTAL'S WAY,Anacortes,WA 98221 CONTACT PERSON: Phone:360-293-7431 Fax: Jason Sterling-Strandberg Construction Address(Street,City,State,Zip): E-Mail Address: jasons@strandbergconstruction.com 2018 R Ave,Anacortes,WA 98221 LENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone:360-293-7431 Fax: Strandberg Construction, Inc Address(Street,City,State,Zip): E-Mail Address: P.O. Box 319,Anacortes WA 98221 *All Contractors&Subcontractors must have a valid City of Anacortes Professional License#: Exp.Date:02/02119 STRANC1020CC business license prior to doing work in the City. Contact the City's Business License#: Exp.Date:12/31/2018 Finance Department at(360)299-1968. 601839950 PROPOSED WORK: New Construction of Single Family Residence PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 1,863 fry Finished Basement: ✓❑ Unfinished Basement El 1st Floor SQ': 2,201 Garage/Carport SQ': 685 '' 2nd Floor SQ': Deck/Covered Porch/Patio SQ':501 Fire Sprinkler: Yes ❑✓ No ❑ Lot Area SQ': 18,496 Is construction associated with an accessory dwelling unit? Yes ❑ No ❑✓ I declare under penalty of perjury that the information I have provided on this form/application 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 Anacortes. Print Name: Jason Sterling Owner ElAgent O (specify): Designer Signature: Date: 07-Aug-2018 Page 1 of 3 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': 0 New Impervious SQ':4,756 Total Disturbed Land/Soil SQ': 11,357 SQ FT Total Proposed: Cut: Fill: New hard surfaces(pervious&impervious) Land converted from native vegetation to lawn or landscaping SQ': Land converted from native vegetation to pasture SQ': MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: 1 •_'- Elec#: Other#: 1 Gas Water Heater: #: 1 / Location(s): 1 Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: 5 Laundry#: 1 Other#: 6 Range Hood: #: 1 Location(s):Kitchen 1 Fireplace: Gas#: 1 Elec#: Other:#: Location(s): Great Room 1 Clothes Dryer:/Duct: Gas#: Elec#: 1 Other:#: Location(s): Laundry 1 Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): Kitchen 1 Range Hood: Location(s): Kitchen Gas Outlet(s): #: 3 Location(s):Decks, Fireplace 3 Other: #: Location(s): TOTAL OUTLETS: 15 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 4 ✓ Refrigerator water supply(for water/ice dispenser): 1 Kitchen Sink: 1 v Pressure Reduction Valve/Pressure Regulator: Utility Sink: 1 Water Service Line: 1 Tub: 1 ,,f Water Piping: 1 Hand Sink: 5 ✓ Clothes Washer: 1 Shower: 2 Electric Water Heater: Tank-less? Yes ❑ No 0 Dishwasher: 1 v. Backflow Prevention Device: Hose Bib: 5 TOTAL OUTLETS: 20 TOTAL OUTLETS: 4 7g/ U ham'` ' D'`�- S Page 2 of 3 � .o PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST f Mailing Address:P.O. Box 547, Anacortes, WA 98221 .q `z' Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: ee a�. , o a 7 SUBMITTAL REQUIREMENTS: E. a: 5 ° ar�'a ,E. n 5, The number indicates the number of copies E. ° c- b ar°a CD n for submittal (if applicable). ® ,� p n L c C n ® o d m- [+1 Residential Building Permit Application 1 1 1 1 1 ® Site Plan(Drawn to Scale) 2 2 0 2 2 Copy of Boundary Survey ✓ ✓ ✓ f Building Plans(Drawn to Scale) 2 2 2 2 2 • Reduced Site Plan(11"X 17") 2 2 0 1 1 FVI Reduced Floor Plan(11"X 17") 2 2 2 2 1 ® Structural Calculations (if applicable) 2 2 2 2 2 • Energy Code Compliance(shown on plans) I ✓ ✓ ,0 Complete Stormwater Plan `/ 2 0 2 E 13 Elements SWPPP Checklist 2 2 0 2 FT Landscape Plan 2 2 2 ,�1 Grading Plan/Cut/Fill 2 2 2 -FI— Critical Areas Report(if applicable) 1 1 1 1 n Geotechnical Report(if applicable) 1 1 1 1 V Plan Review Deposit(due upon submittal) V 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans, calculation, &reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The Stormwater Plan&Drainage Analysis shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). For details on the Complete Stormwater plan, please see the Residential Stormwater Application Checklist. Page 3 of 3 2015 Washington State Energy Code: UA Alternative Worksheet,Type R-3 Occupancies STAEHLING-3710 LEEWARD LANE,Anacortes, WA 98221 PARCEL#P133205 MAIN FLOOR: 2,201 SQ FT Missing Vertical Glazing Information BASEMENT FLOOR: 1,300 SQ FT ll• M p PP STORAGE/UTILITY 563 SQ FT !r111 WI Ell: IL jAUGO .8 '2O'1O 1 Conditioned Floor Area 4,064, CITY OF ANACO DES Component Performance, R occupancies Code Target Values Proposed Design Area UA Area UA Doors U = 0.300 96 29 96 27 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 610 183 891 240 Flat/Vaulted Ceilings U = 0.026 2,194 57 2,194 58 Wall (above grade) U = 0.056 5,071 284 4,790 192 Floors U = 0.029 3,166 92 3,166 73 Slab on Grade F= 0.540 0 0 0 0 Below Grade Wall U = 0.042 710 30 710 25 Below Grade Slab F= 0.570 130 74 130 68 Target UA Total 748 Proposed UA Total 684 Target Credits from Table 406.2 3.5 Proposed Credits from 3.5 Table 406.2 If the Proposed UA s the Target UA, and the Proposed Credits from Table 406.2 are>_those required in Section R406.2,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Codel Door V Custom 0.28 1 3 ° 8 ° 24 7 Codel Door V Custom 0.28 1 6 ° 8 ° 48 13 Codel Door V Custom 0.28 1 3 ° 8 ° 24 7 v 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 Sum of Area and UA 96 27 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA v 0 0.00 0 0 v 0 0.00 0 0 V 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 Sum of Area and UA 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 8/8/2018 1 of 4 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA W 1-2 Milgard Montecito s 0 0.27 2 3 2 2 ° 13 3 W3-7 Milgard Montecito ®I 0 0.27 5 2 ° 7 ° 70 19 VV8-9 Milgard Montecito ® 0 0.27 2 1 6 7 ° 21 6 W1 O- Milgard Montecito ® 0 0.27 3 3 ° 1 6 14 4 W13- Milgard Montecito '® 0 0.27 2 3 2 2 ° 13 3 W15 Milgard Montecito `® 0 0.27 3 3 ° 7 ° 63 17 W18 Milgard Montecito ® 0 0.27 1 4 ° 6 6 26 7 ^19 Milgard Montecito ' W 0 0.27 1 4 0 3 6 14 4 W20 Milgard Montecito V 0 0.27 1 4 ° 6 6 26 7 W21 Milgard Montecito V` 0 0.27 1 4 0 3 6 14 4 VV22 Milgard Montecito V 0 0.27 1 4 6 3 6 16 4 W23 Milgard Montecito 'V 0 0.27 1 5 0 3 6 18 5 W24 Milgard Montecito 'V 0 0.27 1 4 6 3 6 16 4 W25 Milgard Montecito 'V 0 0.27 1 4 6 6 6 29 8 W26 Milgard Montecito 'V 0 0.27 1 5 0 6 6 33 9 1V27 Milgard Montecito V 0 0.27 1 4 6 6 6 29 8 W28 Milgard Montecito V 0 0.27 1 3 ° 6 6 20 5 W29 Milgard Montecito • 0 0.27 1 3 0 3 6 11 3 W30 Milgard Montecito 'V 0 0.27 1 3 ° 6 6 20 5 W31 Milgard Montecito 'V 0 0.27 1 6 ° 8 0 48 13 V132 Milgard Montecito-Patio Door 'V 0 0.27 1 3 ° 6 6 20 5 W33 Milgard Montecito 'V 0 0.27 1 3 ° 1 6 5 1 W34 Milgard Montecito _ ' 0 0.27 1 6 0 1 6 9 2 W35 Milgard Montecito • 0 0.27 1 3 0 1 6 5 1 W36- Milgard Montecito V 0 0.27 2 3 ° 4 ° 24 6 VV38- Milgard Montecito 'V 0 0.27 5 2 ° 7 ° 70 19 W43 Milgard Montecito V 0 0.27 1 3 ° 5 6 17 4 W44- Milgard Montecito 'V 0 0.27 2 3 0 1 6 9 2 W46- Milgard Montecito 'V 0 0.27 5 3 2 1 6 24 6 W51- Milgard Montecito 'V 0 0.27 3 5 ° 2 ° 30 8 W54- Milgard Montecito V 0 0.27 11 3 ° 5 ° 165 45 W65 Milgard Montecito 'V 0 0.27 1 3 ° 1 6 5 1 0 0.00 0 0 ' _ 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 0 0.00 0 0 _ v 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 ^v0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 0 0.00 0 0 • 0 0.00 0 0 Sum of Area and UA 891 240 Glazing Area Weighted U 0.270 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) 8/8/2018 2 of 4 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U _ Area UA R-38 Batt insulation W/Rafters 24"O.C. 'r Custom 0.025 533_ 13 Manufactured Trusses W/R-49 Blown V Custom 0.027 1,661 45 w 0 0.000 0 w 0 0.000 0 Sum of Area and UA 2,194 58 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA 2x6 Wall With R-21 Insulation V Custom 0.040 4,790 192 w 0 0.000 0 w 0 0.000 0 0 0.000 0 Sum of Area and UA 4,790 192 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA 11 7/8"Joists With R-38 Batt V Custom 0.023 2,193.95 50 11 7/8"Joists With R-38 Batt V Custom 0.023 973 22 w 0 0.000 0 w 0 0.000 0 Sum of Area and UA 3,166 73 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA w 0 0.000 0 w 0 0.000 0 • 0 0.000 0 w 0 0.000 0 Sum of Area and UA 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID _ Description Ref. U Area UA F Length UA 1 R21 Batt 2'depth w/TB V WSU 0.042 50 2.1 0.592 25 15 R21 Batt 3.5'depth w/TB v WSU 0.040 54 2.2 0.556 15 8 R21 Batt 7'depth w/TB V WSU 0.035 606 21.2 0.503 90 45 I w 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 710 25.5 130 68 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 8/8/2018 3 of 4 2015 Washington State Energy Code: UA Alternative Worksheet,Type R-3 Occupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope 1a 0.5 2 0.5 lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 El 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 0 1.0 3b High Efficiency HVAC 3b 1.0 El 3c High Efficiency HVAC 3c 1.5 El 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 El 5c Efficient Water Heating 5c 1.5 Q 1.5 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 kWh ❑ Total Credits 3.5 *Please refer to Table R406.2 for complete option descriptions • • Copyright 2013,WSUEEPIO-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 8/8/2018 4 of 4 ACTS : 6s:5 6 t FILE COPY -sacs. •krt Y O� Planning, Community, & Economic Development Department PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 t 1,`�Iory 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg. 236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community,& Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Scott and Jackie StaehlingI [� { `f1 Owner Name: , +..._ J Site Address:3710 LEEWARD LANE,Anacortes,WA 98221 I AUG 0.8 '201$ Prepared By:Jason Sterling,Strandberg Construction Inc. CITY OF ANACOHTE8 The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for ❑✓ These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq. ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices(BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits El Before beginning land disturbing activities, including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. l] Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. A high visability construction fence will be installed at the North,West,and East lot boundary. This will be installed prior to beginning construction. BMP to be monitored daily and repaired as needed. Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access ❑✓ Limit construction vehicle access and exit to one route, if possible. ✓❑ Stabilize access points with a pad of quarry spalls,crushed rock,or other equivalent BMPs,to minimize tracking onto roads. ❑✓ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ❑✓ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. ❑✓ Conduct street washing only after sediment is removed in accordance with the above bullet. p Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Per BMP C105 a Stabilized Construction Entrance will be installed.Vehicle traffic to the construction site will be limited to one route. Any dirt or mud that is tracked onto the roadway will be clean immediately. To be installed prior to construction. BMP to be monitored daily and repaired as needed. ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Not applicable to this project. There are no storm-water swales or retention facilities to control. ELEMENT 4: Install Sediment Controls ❑✓ Design, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑p Construct sediment control BMPs (sediment ponds,traps,filters, etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. ❑✓ Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑✓ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. 0✓ Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. El Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Per BMP C233 a silt fence will be installed on the lower section of the lot boundaries per the site plan. To be installed prior to the start of construction. BMP to be monitored daily and repaired as needed. ELEMENT 5: Stabilize Soils ❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved,and dust control. ❑✓ Control stormwater volume and velocity within the site to minimize soil erosion. p Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ElSoils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season(May 1—Sept 30): 7 days o During the wet season (Oct 1—Apr 30): 2 days ✓l Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ✓❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures,and where possible, be located away from storm drain inlets,waterways, and drainage channels. ❑✓ Minimize the amount of soil exposed during construction activity. ❑✓ Minimize the disturbance of steep slopes. E✓ Minimize soil compaction and, unless infeasible, preserve topsoil. Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding,mulching,plastic covering,erosion control fabrics and matting, soil application of polyacrylamide(PAM),the early application of gravel base early on areas to be paved, and dust control. Install plastic covering per BMP C123 on Soils Stockpiles.BMP to be monitored daily and repaired as needed. ELEMENT 6: Protect Slopes I]✓ Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces(Ex:track walking). Page 3 of 8 March,2017 ❑✓ Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes, pipes,and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. �✓ At the top of slopes,collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model,increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM)to predict flows, bare soil areas should be modeled as "landscaped"area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. O Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ❑✓ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑✓ Consider soil types and its potential for erosion. ❑✓ Stabilize soils on slopes, as specified in Element 5. ❑✓ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include,but are not limited to, reducing continuous length of slope with terracing and diversions,reducing slope steepness,and roughening slope surfaces (for example,track walking).To be installed as soon as grading for home site is established and slopes are present at the site. BMP to be monitored daily and repaired as needed. ELEMENT 7: Protect Drain Inlets 0 Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑✓ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). ❑✓ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. O Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. 0✓ Inlets should be inspected weekly at a minimum and daily during storm events. Per detail 1-40.20-00 Storm Drain Inlet protection devices will be installed at existing catch basins in the immediate vicinity of the project. To be installed prior to the start of any construction. BMP to be monitored daily and repaired as needed. Page 4 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material,adequate to prevent erosion of outlets, adjacent streambanks,slopes,and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. No stormwater runoff will be conveyed off site via channels,swales,or streams. ELEMENT 9: Control Pollutants ❑✓ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. El Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ElProvide cover,containment,and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. • Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. El Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application, or to the sanitary sewer,with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ✓❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. Cl Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to:bulk cement,cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March, 2017 ❑✓ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground,or into storm drains, open ditches, streets,or streams. Do not dump excess concrete on site,except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑r Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑p Woody debris may be chopped and spread on site. ✓❑ Conduct oil changes, hydraulic system drain down,solvent and de-greasing cleaning operations, fuel tank drain down and removal,and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. ✓❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining,over the vehicle. Per BMP C154 a Concrete Washout Area is to be installed onsite to capture contaminated water from concrete washouts. To be installed prior to foundation/concrete installation. BMP to be monitored daily and repaired as needed. ELEMENT 10: Control De-Watering ❑ Discharge foundation,vault,and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water,such as well-point ground water,to systems tributary to,or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example,a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clamshell digging, concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March, 2017 of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. No dewatering will occur during the construction of this site. ELEMENT 11: Maintain BMPs ❑✓ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑✓ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ElProvide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. p Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. BMP to be monitored daily and repaired as needed. ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. ❑✓ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. I=1 Inspection and monitoring—Inspect, maintain,and repair all BMPs as needed to assure continued performance of their intended function. 0✓ Maintain, update, and implement the SWPPP. ElClearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). ❑✓ From Oct 1 through Apr 30,clearing, grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage, slope,soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑✓ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. BMP to be monitored daily and repaired as needed. ELEMENT 13: Protect Low Impact Development BM PS ❑ If implementing any bioretention facilities or rain gardens,see Pg. 251 for requirements. Applicant Signature Date Page 8 of 8 March, 2017 FILE COPY 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Phone:(360)708-1865 Consulting Engineer TimG@TimKGarrison.com Structural Analysis: New Home at 3710 Leeward Lane, Anacortes, WA Client: Scott Staehling Job Number: T18073 Building Design:Jason Sterling, Strandberg Date: July 19, 2018 Design ..GAR 4,0,1. ,, t /141qt,Attrsno,,,, -44010,4ALsisr vilits INDEX: Design Sketches SKI —SK5 Callouts and Tables CO1 —CO8 n Standard Specifications B—H �J Calculations. Cl —C26 Total No. of pages excluding cover sheet: 46 AUG 0.8 1018 Li CITY OF ANACORTES Notes,Disclaimers: ConstructionCalc, Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). I Inc Craw! space Walls, Lower Floor Framing, and Foundation 1/8" = 1' - All floor sheathing is 12FD, typ . • - Floor joists are 0 PA, typ. ;-=•- .. �•= ....„ - Foundations are 0 PA, except as noted . - All slabs are 95S. 1Qvv l P iJ �'- \ - I . I-- / k • • 0r10• V•• • Y- Tom• 1 1 I ^T, I D �J' VI V P • p L ink } "' 1r-o 1n r 2Tom- - - - T-1 I , D v ° ° v �UGKOUT FOR ✓ E- D A4 ii„.1_,D42 z I .:. 421 ✓ (1 7� v = I p D ° GARAGEpM°AN•DOOW ° Ur� I1 v • _,V IPpP.IC 7p P D 19 la ° L .V p V D ]-0' 10•-21n• , S - - - - +' _Ir-�� Y^' ). I I D O ° V d ° P V p P D P - © I -- N GRASNLSPAGE VENTILATION p .v D I ° ° 4 ° p v • ��� 0'-9 Ill \ e • 3 x, I : . GRAlMLSPAGE AREA: 342 SQ.FT. v ° C' vvp ° D DvV L0 � �' ✓ 'xo ,•xQ �,,' 4 4--� - ,g9 3c/ 150 2485Q. F? OF VENT I5 REQUIRED .is p P v.jp ° v ° p P VVV 1 ' DV � �•88 }" I � A'� '� �'' Lm;' � U51NG b X 16 FOUNDATtON VENTS, A VENTS ARE- GARAGE 'V �ar / i REQUIRED, ONE SUCH VENTILATING OPENING v SLOPE GARAGE FLOOii p SLOPE GARAGE FLDOR °p IWIA4 A4 I �'' lA/ r SHALL 0E NITHIN 3 FEET OF EACH CORNER OF gl v D ° v ° • 685 5O FT p f v 1p 1 Dfr fI _ ivV ( - THE BUILDING, 20151RG - R408.1 pp - V ° • 1Ib• V - r� --I r FINAL LOCATIONS OF FOUNDATION VENTS TO p p ° ° b ° f ! v P °_ • ° V ° pD I I ],-0- 6'-11- e.c,c' ooc oco ruxx.�x.•sx x�.an- D ° v ° v p y - P P / Pp �- �fIII pI �`n D V.� 0`9'1!Y .awe - �® ® lel . /- -P- V D ° Z v,• D I el � 1 I ,• Y p° ° D• - D I T� p Op' OD 7pJ� ..r,. / p V C74N0(SPALE�� St7 y D ' a _ _ 'A r I .GC659 I I I I P g V V V — D—! _ I I 7 IA � ` I °• v vp ° v I- -` :: I •s • v, , v , . - L J ' I p p p p • ° ° ° P ° V® ° P d . DD I— ° ..2• � .� /® " I ' P D II 1 - - o_ 15•'3• —t (� ° ° ° v D I - p D - — r•••pppppp�'''��Q���------ I v Elf - I (•(; I� ► ' II P D ° ° A4 Q . . ZV P- P • I V • .4 • o - - , m I . . V� Dp /p D p • °viI • S p i _ o ° ° D• r' I JJJ �t LI ¢ I,`. .. ^ � p P O117 D II j. V I I �� � ry � , . . : 'D. . � . V / D V i•I �P -� ,, Iv ° , P 9 - I I V L. -� ( i 'k .O_CKA) UBUCKOUTFO$• y vItioA4 GARAGE DOORI vv I fi I �— p ^ t . ' ' + .INSULATED R-10 ° �% f "" 'cy ,'�;� I O'•911Y ( I ° v p •° v P . c; . . I 1 `- r .-k r I1ri0 rrl %; I V/ I. r• '� v 6 u•-3- 1r•,o 1n' 4.3' I . T-1 11T 1Y-T 1n' L.I1• z i D P - p A t7 • 11? c -0• r1�s, �9► 1 3 s I I P �✓ I m � 5. . ��..' `� d I.- I ° p �; • - ]5'-101n' 2'0' ,1 A1j � F+'' \ -IIIIIIIIII I IE'. `a 'o — � I � —D- -' ��'•- v - 7 ° P f �IY.3• . 13'.71n• �. >•� . 8 S I 6'X 16'GONGRGTl fObflNb • p p--I— — ell o r 71- a �71n' r-0 `` 7-1, ,fY Or I • j Jib, © 7 ' i \ 0 a I 10 • fill : dir 7 Agspri.. X Iv :-. ..... -. - - . � .,.- - - _ r `-< p � � o� • v 42 i lit -1.- a 1 J S DN a -44 I • it a i r —1 rlir 0'-2- 10'•81n' 6'-3- 3'411Y- 11'-b- I 4.4• - • e, I yo v - ® •% D . ' V vv P. {� I 3'-r 5••0_ - - 41'4' I {-� I ° ' I 18c11 ,n•° • LD Ir-i, ,n• P ;. • ° ° ,/ A. a egg 3 •S A. A4 v V .P 9 9 p I �� IVV ° A1-' - - D - PI I ; . f 60N6RE7CrtO0iiNY j •N ., p p ° V ° - ?pt.? Y Y I ' 'A Likri I p • V >' '• - t • ° W 4" G�iNYRETE 5LA� v 4" CONCRETE 5LA8 ? • D � UL INSA7EDR-i0p. n I �1y5ULATEDR-10 i ° ° - V .1' I' D : : 7 D41 FT• p p v • • v . P I VpvI Grs 4. I ° p C ° _ p V p 09 P z .... V A D p Pr • I IVV/ v - y . it T V cr , / h -. I V _ :8'-5 1n• - - 13'-3 tn Z' I 1 StZ Lower Level Walls and Main Floor Framing 1/8" = 1' -All floor sheathing is 12FD,typ. - Floor joists are 0 PA,typ. -,7,- — "- -Stair framing per Arch and code min. - - Fireplace and chimney framing per Arch and code min. el N t1• I 1 glIPE7:f , i I do < Via' m.) II 7 v3 ). r 7 k x - SSW IIM Gar 2-0N , I Go 4 kb ') vr 0 4 \:1-) - —---. -, n ol -*, IC&, 4-( L0'1 4113 I( ^ ! I 1 a ..„ A..,: ,-- +V ,--- 1-- ---, 1.,.' ,, r---,„ . L 17.4 455 a 44 e _ kl 435 1 4 . L -., 3 M --,L ,, tiiiii w fg „ Psw P Zoe inm r. qlk____,.r . , 4. ) M „._ ,,, :lic\------44-...._...m.i'''''.N. :...::‘-:'''44''':• I c°' . . .. . . ... . . .. .. . . Upper Level Walls and Roof Framing 1/8" = 1' - Roof diaphragm is 11RD,typ. -Trusses and layout are OPA,typ •- Exterior pony walls at roof pop-ups are 1PW,typ. . - Ledgers at lower roof to upper shear wall are 80L,typ.... . ..... ... .. . .. ... . .... ... ... ............. . „.. . . . . . .. . . , .F\i‘IW/7 _ . . . ; • • •ko . .V .. . : ___--v°•; 5.5' • [ 1cl 1 2' ' 5' ..,- . [ , b r,' 7' • 2014 \ 2 • ' -- . UP v 010 ,, 2 . c., 1-- - 2 R W .;' W .W ®� . .; ; .... • CI ------ - 7sw (. .2._) 1 , . • 1 il 2,,,4 .-t,---: .. _ : ,...0 , 1, .,„ -.,() ,.., ... Lt c< . , 17 Ks Art-C,14 1 .11 -,_ — 3 _ .._ i'2 og : AZOV8 rn 2'"01 -------71-1----.1' — -6 ', .-. . , - ,>- ,, A ' •••-:•••••••••••••—...T.:•:•:, • __... . . 1 , .., GP n ,,„„,,,1 ,..v 01 2,5(4 :: ' ... . . . . GP .. . . . . a ON . . 4 .0_19: '. A r i 4. It_i \I . .. 1 . I . . ,(77' [ -1 - Aftvg 2otA 1,-. ---Tir 4. t-i ID AbovE* .. .. 1 • si 1 D• &01102. • m CP _ : I \\ 1•6 2-0-114 .-=''' '' w 113th . 1 - . ..:.,... /ANN 1 PW\ • 1 544 . 1 I D8 ) . Stacked Simpson Wood Shear Wall, WSW 1 itti`v , f 7 1' L•'I{ Hex: nu s and structural / � rr ;rt, "\t. '1 washes =4'.'ided \ 1,, I4 { • 11 , r t with MS"> kit. ''� t �. �! ,,i t.�r ey Nuts require a t ,.„ , 1 i sn 'tight fit. . i1 I I . � , t 1 ., • 1 I t 1,, 't y ". t 1' y 11 ` / - • 1tit MSK holdo�'n j. . - ,I. 11 1 installs cfiitet . . ,, It ,/! 100:x 2:,'.4` min. . . . ,. . . • ,ft length nails . -• ` ' �, � �F . (fill all holed. . : . e I• . �, "Alj^x �` t r a it Li' 1� r- 1 t . l 1,1, \ Align LSL a'� 3 ?. ' ' , . �, bearing black '''�i1` .. z 4° " t 5 //r 6 !� with first-story ' "':. T" ' "C L y" f`♦+ !`'... I(t� � a �. pal el. c" / ' / 1 J \ ill s s t s4 +I 4 i' \ i S �. 1 t } /;A <',''i i.. li ti = tr ' See page i t for �` -�" , --- :, ?ap-plate connection_ • 1 s Two-Story Stacked MSK �? f <� - Connection Details. ; ' t. / Ill {. � rc► .il _»-k"- . b '.r fI • •00.0efr ?:'x 6 -SDS Heavy-Duty Strong-Wair' Sf --- - Connector screws(provided) Shearwaii °*4j4k4tlk‘ insulted from top. See Detail 4/SWSB2 for spacing requirements 40.0000, ::' 1.] '- * ..' . 10 ::-3 - -� � -i�a�f?/�'� tD1C�OC1 011 dN °�a shirr'as 1 4000;o0", Q required �a f +o . ail.' r ',ba. \ r • g•K a.a .� First-Story Wood Floor System Installation Alternate Top Connection SK Sfi npain ' $1rgng4Ti ," 916 11 c1 x 2147 4'IStimPS W-- mirk tetiglh. nails. s}ralx o 'WSW'TO'W portal 0 ,f--- con tiecion.. Akan. notches.: With WSW, portalfe����er c� iIrnI !leader. application .D9 ) 0 .o 0 o o , 0 . 4 a 0 * o At,9n ig' ra4t s. - 0 ' Maxy si€ ,,KL ti•,iit?r' bc1'c`; s --J' o -• f I _,� _ ,; 1 roc \---- ali netess t ol Ixeada r, �e,,- 1yow. ` , iI for light tit, Y _v WSW-PS straps tvgiV fond *due (4 Niel). f • I Siren Str'tn oTi r{, iii•S 'P$ slia:ea }V/ �� • • 1 .. 1'- 14AA10 \\,... - * t i , 41&A �.iE - 1 fi ; I• - i 4Ile } ` ' Ill liiiiiiii y [ d i'i iI, € ii ' li .. . €i s � t V . k = � p t ct l /I - _ - s is itntt ,' a:. ,... au I e .. �- , d . k , A etalff E it r- a A Is if _ 7 shims lC v...`. • , 11 at she base rt lit reqtared, • 1 , . 1 e ,, v • . trup H , • 11,5 *'a' r. f. I . A i € !) Vim, ; In n r } • Sto f • 1 ^� _ ti g CA -c Structural Shear Wall Callouts© — Copyright ConstructionCalc, Inc (CCI) I— 1 ---7 I -1--- 1 ! . 1 I ! Typical Shear Wall Callout Symbol 1 * I : 1 This symbol indicates a dedicated shear wall or panel, th type per callout blow. Walls without this symbol are not dedicated shear walls - use coda-standard construction. . ! ' Mi . length of,ishear painel, ft. 1 1I 3.4 . A If"W", constrtiict entire Wall per tliis callout, with minimum individual panel lengths indicar on plall ! . If"/ITS", meant Not a Shear Wall. liuild per code mirmum. Sill Bot anchor Top of plate to max Capa- . Stud Nail Edge Sill Block- 1 Top of wall fram- spc'g/ city, Nails Stud Stud mat'l /Field I Top 1 plate & ing at 1 wall conn to , ing, min. wind/ Sheath- or height, , spac'g, Stud (see spac'g @ Top plate 1 studs unsup- 1 conn to perpen- , max. Mud sill embed- Call- : seis, ing, Sides of 1 screws, max., max., size, std st'l Stud Plate, splice, ,w/ edge ported , parallel • dicular 1 spc'g, anchor to ment, out Eh, plf min. wall size ft. in. min. specs) spac'g, in. min. min. nail'g edges framing framing in. concrete in. I ! ' 6/6@24 ; ' 10 i 24 2x4 : Sawn Con't 6/12@16 Isheathing 5/8"j-bolt one, Con't +blkg or or 5/8" 7/16" either 14 16 2x6 Sawn 6/12@16 48" lap sheathing H2.5 or Titen HID, 168/ OSB or , side, or A34 1PW ' 8d -- 2- 2x4 w/ 8- 2x NA SDWC- 16d @ 6 w/ 3" 72/4 120 plywo- apply or LTP4 16d 15600, wshr. Or od directly 18 12 , 2x6 Sawn 6/12@12 at 36" @ 24" , MASA or to studs max. max. MASAP 22 12 1.75x5.5 LVL 6/12@12 490/2PW (same) (same) (same) (same) 16 (same) (same) 4/12®16 (same) (same) (same) 2x (same) (same) 16d @ 4 (same) 36/4 350 or 12 630/ 1 3PW (same) (same) (same) (same) . 16 (same) (same) 3/12@16 (same) (same) (same) 2x (same) (same) 16d @ 3 (same) 32/6 450 . . 1 Headers Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration Default Trimmer, use 1, 2x stud or Simpson LUC hanger, each end. Default King Stud,opening 6-feet wide and less use 1, full height stud each end (plate to plate.) Default King Stud, opening wider than 6-feet, use 2,full height studs each end(plate to plate.) Trimmer, each end King Stud,each Callout Min,use Alt 1 min. use Alt 2 nB inn.,use (if blank use default end(if blank use above.) default above.) 20H 2x6, "L"config 4x6 21 H 2x10, "L"config 2-2x8 4x8 22H 4x12 6x10 26H Upper header, use min., 5x12 glulam full length of wall, -15' long. Place on top of 9SW and connect to 9SW per that callout. 78KS to connect to bottom of 26H per 78KS callout. Mid header, use min., 2, 2x4 or 4x4. Beams Default sawn material is Doug Fir No 2 or better. Default glulam, LVL, PSL materials-see Standard Structural Specs herein. Default wall connection: 3"bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE,ACE, EPCZ, ECCQ,or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid-post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: HU, HUG, HUCQ or similar. Callout Min. use Alt1min., use 1- Alt 2 min., use Mt 3 naino, use Connector(if blank use default, above) 30B 5x12 glulam 31 B 5x10.5 glulam HUCQ at 72P 32B 5x19.5 glulam 33B 5x10.5 glulam 34B 4x8 DF 3x6 glulam 40B 1.75x11.8 LVL in addition to floor joists for fireplace support. 41B ' 1.75x11.8 LVL 42B 1.75x11.8 LVL 43B 5.2x11.8 LVL • 44B 2- 1.75x11.8 LVL 45B 2- 1.75x11.8 LVL 46B 1.75x11.8 LVL 47B 5x13.5 glulam 6.75x12 glulam 48B 5x12 glulam 49B 1.75x11.8 LVL I — — - I 664 Joists and R i tens Default rafter or deck joist to beam connection is con't or skip blocking and H2.5, or H1, or A34 with screws. Default sawn material is Doug Fir No 2 or better. Default sawn face mount hanger is U, LU, or LUS. Use sloped /skewed where appropriate. Default sawn top flange hanger is JBA, LB, BA, or B(welded app, use LB, BA, or B) Any national I-joist brand, equal or stronger may be substituted Default I-joist face mount hanger is IUS or MIU Default 1-joist top flange hanger is ITS, HIT, or MIT Callout Min., use Mt 11 min., use Alt 2 min.,use Alt 3 min., use Connector (if blank use default, above) 60R 2x12 @ 24" 11.8 BC! 5000 1.7 @ 24" oc Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2, FC or 2, A34 with screws, or 4, 16d face nails. Default bottom connection on beam: 2, FC or 2, A34 with screws, or PCZ. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Alternate bottom connection on concrete: #5 rebar or 5/8"all-thread, epoxy 6" min. into post butt, and 6"min., embed in conc. Conc embed may be wet set or epoxy. Connector (if blank Callout Min use Alit 1 min, use Alt 2 min., use Alt 3 min., use use default, above) 70P 2-2x4 4x4 71P 1 3-2x4 2-2x6 4x6 • 72P 3-2x6 6x6 4-2x4 74P 6x6 PT 5x6 PT glulam col. Structural Callouts© — Copyright ConstructionCalc, Inc (CCI) 0 PA Per Architect * ' Structural Item: This item and related connectors shall be per architect/ designer. 7 . SW ;Simpson Strong Wall SB - Upper Level ' Detail * 'Wood Shear Wall: Use WSW18. Width= 18". Height, see below. . D8 * Height: Top plate of wall below to top plate of wall with WSW.Okay to order WSW long and cut to height as necessary. Note 8SW is directly below 7SW - See 8SW callout. * Alignment: WSW forms edge of rough opening. Remainder of wall section, if any, may be filled in with standard framing. - Position WSW to align with outside (exterior) face of studs. Furr-out as necessary to flush up with remainder of wall. _ ? * Top Connection: Connect top of WSW to double top plate with SDS connectors that come with the WSW. * i Sheathing: Sheathe header, WSW, and wall from mud sill to roof similar to 2PW. * ' Bottom Connection: Connect to 8SW below with MSK kit. 8 ; SW Simpson Strong Wall SB - Lower Level Detail * i :Wood Shear Wall: Use WSW. Width= 18". Height, see below. D8 * l'Height: Foundation to top plate. Okay to order WSW long and cut to height as necessary. Note WSW sits directly on foundation; wall and floor to frame around WSW. _-_--� * Alignment: 8SW to line up with 7SW above. Remainder of wall section may be filled in with standard framing. - Position to align with outside (exterior) face of studs. Furr-out as necessary to flush up with remainder of wall. * Top Connection: Connect top of WSW to double top plate with SDS connectors that come with the WSW. - ;Also use WSW-TOW plate on outside. _ *__ __Sheathing: Sheathe header, WSW, and wall, from mud sill to roof similar to 2PW. * ; Bottom Connection: Anchor bolts, use all-thread, 7/8" diameter, extended to footing bottom rebar and use double nut and 3" x .25" washer on embedded end. Suggest using Strong Wall SB Anchor Bolt template, WSW-RT. o'N 9 SW Simpson Wood Shear Wall :_Detail * Wood Shear Wall: Use WSW 12. Width = 12". Height, see below. i D9 * Height: Bottom plate to bottom of header beam.Okay to order WSW long and cut to height as necessary. i * _Alignment: WSW forms edge of rough opening. Remainder of wall section, if any, may be filled in with standard framing. - Position to align with outside (exterior) face of studs. Furr-out as necessary to flush up with remainder of wall. !Top Connection: Header beam to extend over entire WSW. Connect with portal straps WSW-PS. Also connect header beam to WSW with SDS screws that .come with the WSW. * _ ,Sheathing: Sheathe header, WSW, and wall, from mud sill to roof similar to 2PW. * Bottom Connection: Connect integral holdowns at Strong Wall bottom with 7/8" all-thread of sufficient length to extend to footing bottom rebar. Use 2, HGA10, bottom plate to WSW. - All-thread will extend through floor cavity and wall below. Use extra rim block as shown in detail. - Use two studs, min. at each anchor bolt in wall below. - Okay to use coupler nut(s) as needed to connect segments of all-thread. - At footing, suggest using Anchor Bolt template, WSW-AB. _ - ;All-thread to extend to footing bottom rebar and terminate with a double nut and 3" x .25" washer. - ,'After installation tighten all-thread to a very tight condition, at least 50 ft-lb torque. 11 RD Roof Diaphragm * j Shear Capacity: Good for Eh= 230 plf- seismic; Eh= 322 plf- wind. Max aspect ratio = 3:1. * Framing: Trusses or rafters: 2x at 24" OC, max. _ — * Framing Connection at Support_ - Where connected to shear wall, connect per shear wall callout - top of wall. Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. At ledger, connect per ledger callout. * Sheathing: 7/16" min., OSB or CDX plywood. Sheathing Layout: Case 1 per IBC 2306.2.(1) * ,Nailing: Use 8d at 6" edges, 12" field. —_ * ;Blocking: Not required except at supports and at connections to shear walls below. 12 FD j Floor Diaphragm * Sheathing: With joists at 24" or 19.2" OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3/4" species group 1, or 7/8" species group 4. May be OSB or _ plywood. Good for 130 psf, TL @ L/360 deft. * Sheathing: With joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor, min., 19/32" thick. May be OSB or plywood. Good for 245 psf TL @ L/360 deft. --__* I __.'Sheathing Layout_Case 1 per IBC 2306.2.1(1) Orient sheets continuous over two or more spans, with the long dimension across supports. 'Nailing: Glue, and connect with 10d ring shank nails or#9 screws, at 6" edges, 12" field. — ! * required Y Blocking: not except at supports (beams) and connections to shear walls below. • 15 FF Floor-To-Floor Holdown * Min., Capacity: Good for 1705 lb tension. * Strap: Use CS16 vertical strap applied to outside of wall sheathing. Attach to 2x studs lined up above and below rim joist. Fill all nail holes with 10d. - If strap falls on header or beam below, nail to header or beam and wrap around bottom if necessary. _ * End Distance: 13" min. to each upper and lower studs. Approx total length = 26" + depth of floor system. 17 ; HD Alt 1 - Holdown - Embedded Strap Tye. * ! Min. Capacity: Good for 2185 lb uplift. *_ Holdown: Use LSTHD8 for no rim joist condition. - : For rim joist condition use LSTHD8RJ. - * ;Nails: Use 16, 16d to full-height stud as follows. * I Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdown - Bolt Type —— * Holdown: Use HDU2. • * ; Lags: Use 6 SDS 1/4 x2.5 to full-height stud per above Anchor Bolt: if wet set, use 5/8" diameter SSTB 16, or 5/8" all-thread with nut and 3" washer on embedded end. Min embedment = 12". If too long to fit in x footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing. - If rotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem wall. 77= KS .King Stud _ I * I Use 2, 1.75x5.5 LVLs, continuous bottom plate to top plate. _ Headers) may hang on this with HUC, HUCQ or similar. 78—KS King Stud —_ * :Use 2, 1.75x5.5 LVLs, bottom plate to bottom of 26H. Connect to 26H with A34 each side. - •Header(s) may hang on this with LUC, HUC or similar. 80 ! L Ledger - Roof Diaphragm _ * Ledger Connection: Where a ledger is called for below, if connecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. _ T - Length of SDS or LedgerLOK= full depth penetration into rim, or 2.5" min embedment into solid framing. - Min distance of connector to end of ledger or splice= 2". Min edge distance to top or bottom of ledger=2" 'Framing Connection to Wall, General: Use any of the following, whichever is applicable. - ;Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters. Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. - Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. _ - _- -j Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d @ 6" OC to solid wood - backing (continuous rim, plate, ledger, or blocking.) - - _ Mono Truss Bottom Chord Perpendicular: I _- Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) Alternate 2: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min., 3- 16d @ 24" max spacing. * ! Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. Standard Structural Specifications© — Copyright, Tim K. Garrison, P.E. BASIS OF DESIGN—APPLICABLE CODES: Code.The designs herein are prepared in accordance with the 2015 IBC.Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations.The calculations included herein are only those required to ensure compliance with code.We do not intend to compute every structural element nor every load combination.Much of our analysis is"BI" (By Inspection.) ABBREVIATIONS: A:Area IEBC:International Existing Building RC:Relative Compaction AC:Asphalt Concrete Code REF:Reference,not actual BI:By Inspection IRC:International Residential Code REQ or Reqd:Required E:Elastic modulus or Electrical K:Kip(1,000 lbs.) ROW:Right Of Way (E):Existing KSI:Kips per Square Inch Rt:Right CCI:ConstructionCalc,Inc. LVL:Laminated Veneer Lumber S:Section modulus CMU:Concrete Masonry Unit LSL:Laminated Strand Lumber SC:See Callout CO:Callout or Cleanout Lt:Left SD:Storm Drain Cone:Concrete NA:Not Applicable SIP:Structural Insulated Panel Cont:Continuous NB:Not Bearing SK:Sketch DF:Douglas Fir NIC:Not Included SOG:Slab On Grade HF:Hem Fir OC:On Center spacing SPF:Spruce Pine Fir HVAC:Heating,Ventilation,and Air OSB:Oriented Strand Board SS:Sanitary Sewer Conditioning PCF:Pounds per cubic foot STAO:Shear Transfer Around Opening GW:Gypsum shear wall PLF:Pounds per Lineal Foot TYP:Typical Gyp:Gypsum wall board Ply:Plywood UNO:Unless Otherwise specified GLB:Glulam Beam PSL:Parallel Strand Lumber elsewhere I;Moment of Inertia PSF:Pounds per Square Foot V or v:Shear(lbs)or unit shear(pit) IBC:International Building Code PSI:Pounds per Square Inch respectively ICF:Insulated Concrete Form PT:Pressure Treated with preservative W:Wall,full length PW:Plywood or OSB shear wall WWF:Welded Wire Fabric LIMITED SCOPE OF CONSULTANT'S WORK: Consultant.The consultant in responsible charge of the work indicated herein is Tim K. Garrison,P.E., doing business as ConstructionCalc,Inc.,hereafter indicated as"CCI." Scope of Consultant's Work.The scope of work of CCI is limited to structural analysis of a new single- family residence. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. LOADS Following are the loads used for the subject design/analysis: O Roof live: 20 psf. 0 Exterior wall dead: 10 psf O Roof+ceiling dead: 15 psf 0 Interior wall dead: 7 psf O Roof snow: 25 psf 0 Seismic Factors: Ss= 1.095,Sl=0.435 O Floor live: 40 psf 0 Seismic Des Category: "D" O Floor dead: 15 psf 0 Wind Exposure'D', 3-sec gust: 120 mph. O Deck live: 60 psf 0 Assumed allowable soil bearing pressure: O Deck dead,2"concrete pavers: 32 psf. 2,000 psf. G SINGLE PROJECT: The calculations,drawings,notes, specifications, and/or tables prepared by CCI are valid only for the project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed,and the finished as-built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General.Provide adequate temporary support to all walls, roofs,beams,columns,and floors during construction.Design of same is not included herein.Contractor or owner should check all temporary- supporting devices with a qualified person.Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. Retaining Walls.Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay to use high early strength admixtures or additional cement in the mix to achieve this).For retaining walls that are to be connected at their top to horizontal floor diaphragms,do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. FOOTINGS,FOUNDATIONS, SLABS ON GRADE: Geotechnical Report:CCI is not aware of a geotechnical report for this project.CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data,which includes but is not limited to: allowable bearing capacity,liquefaction potential,slope stability, active and passive lateral pressures,internal friction angle,and cohesion.In the absence of a geotechnical report CCI will make assumptions regarding soil parameters,however,CCI takes no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any kind. Structural Fill: "Structural Fill"shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel.All structural fill must be compacted per the following section. Compaction:Place all fill materials in lifts not exceeding 8-inches.Compact using mechanical(vibratory or impact)methods.In paved areas and under structures,use structural back ill compacted to 95%relative compaction. Foundations,Footings on Soil:All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than 12". Foundations,Footings on Rock: Where footings bear on rock, clean the rock free of loose rock,dirt,moss, debris,or other deleterious substances. Pressure wash as necessary.Use bonding agent prior to pouring concrete on rock.Where rock is sloped less than 3:1 (18-degrees),no dowels into rock are necessary. Where rock is sloped 3:1 (18-degrees) or greater(up to 45-degrees max),use#4 x 18"long dowels rotohammered min., 8"into solid rock. Rotohammered holes to be%2"diameter,perpendicular to face of rock.No epoxy is necessary.Dowels to be located as follows: o For continuous footings, use dowel within 6"of ends,corners, and intersections and at 36"OC max spacing.Dowels to be centered on stemwall. 0 For pad footings,use three dowels spaced 8"apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2"cover at top and/or side(s). Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a suitable vapor barrier(designed by others)are recommended for all interior slabs. Footing Drains.Footing drains,with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them.Footing drains shall be 4"perforated pipe routed downgradient to daylight, unless otherwise specified. STANDARD CONCRETE: Standard Concrete.Concrete for footings, slabs,and walls shall attain a minimum 28 day strength of fc= 2,500 psi unless otherwise noted on Plans.Minimum cement content=5 sacks per cubic yard.Maximum water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318,latest edition.Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures.Industry recognized and approved admixtures affecting set time,flowability,and/or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. Fly Ash.High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Strength:Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls retaining more than 4-feet of soil and their footings,and for structural beams, structural columns and the like shall be grade 60(Fy=60 ksi)unless otherwise specified in the Plans. Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars(rebar)for standard footings, stem walls,and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the Plans. Splicing,Bending.All reinforcing shall be spliced, detailed,bent,and supported in accordance with the most recent ACI code adopted by the jurisdiction. Welded Wire Fabric.Unless otherwise specified,welded wire fabric(WWF) shall be W2.9,6"x6"(6 Ga.), ASTM A-185. Splice by lapping one mesh+2"all sides. Cover.Provide the following minimum cover: Footings and other unformed surfaces, distance from the bar to earth face...3" Formed surfaces in direct contact with earth 2" Surfaces exposed to weather 1-1/2 Surfaces exposed to salt water 3" For slabs on grade,center the reinforcement in the slab unless otherwise specified. BOLTS AND DOWELS IN CURED CONCRETE: General.This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment=4-inches unless otherwise specified. Minimum distance to any edge or end of concrete=3"from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar,or similar). Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted,with plate washer under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans.These anchors maybe used to resist tension loads and shear loads. Install per manufacturer's recommendations. Epoxy Systems.For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated,A307 'all-thread' bolts as shown in the sketches.For dowels,use ET-HP or SET high strength epoxy and rebar as specified on the Plans and Callouts.Drilling of holes and installation shall be in strict accordance with epoxy manufacturer's recommendation. CONVENTIONAL WOOD FRAMING: General Construction: Predrill all nail holes where required to avoid splitting.Connect all wood members per the Plans and applicable building code.Where Structural Plans do not specifically address a structural element,construct said element per minimum building code. Framing Material.All sawn framing lumber,not including beams,posts, and columns, shall be Spruce Pine Fir,Hem Fir,or Douglas Fir-Larch,Number 2 or better,unless otherwise shown.All sawn wood shall have moisture content less than 25%. Beams and Posts. All sawn structural beams,headers, and posts shall be Doug Fir Larch No 2 or better, except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No. 2 or better. Glulams,PSLs,LVLs,etc. shall be per Prefabricated Wood Products section below. Nails:Nails called out herein are"common" sizes,i.e. 16d, 12d, I Od, 8d.Smaller diameter,similar length nail gun nails may be substituted provided 50%more nails are used.For example if 8, 16d are called out, the number of similar length.131 diameter nail gun nails required is 8*1.5= 12.As another example if 16d nails are called out at 4"spacing,the spacing of similar length, narrower nail gun nails shall be 4/1.5 =2.7". Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. All shear walls must be positively connected at top and bottom to diaphragms.Walls not specifically called out,or labled"NS"are not intended as shear walls and shall be built per minimum code. Sheathing. "PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall Table,oriented either direction."GW"walls are drywall shear walls,use per Shear Wall Table. Sheathing Joints.Use blocking behind joints if indicated in the Shear Wall Table.With"PW"and"GW" walls,no sheathing joints are allowed within 2-feet in any direction of a door or window corner. Multiple Ply Members. Trimmers, King Studs, Headers.Where more than one 2x is placed against another and used as a multiple ply king stud,trimmer,or header, connect all plies with 16d at 4"OC, staggered. Beams, Columns.Where more than one 2x, or LVL,or LSL is placed against another and used as a multiple ply beam or column,connect all plies with glue and 2, 16d at 4" spacing. F Glue,Epoxy. Where specified,wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. Epoxy used with wood dowels or drift pins shall be Simpson ET-HP,or other brand intended for wood use. Wood and dowel shall be clean and dry prior to epoxy installation. Window and Door Openings. Header.Use minimum size as called out on Plans.All headers shall be installed with their tall dimension vertical. If header is less than 3 inches wide(I.E.a single 2x or single LVL)use a flat 2x nailed to the bottom of header in an"L"configuration with 16d at 4"max spacing. If no header is specified,the wall is assumed non-load bearing and wall top plate may serve as the header. Multiple Adjacent Openings.Where adjacent door or window openings occur in a wall,headers for each opening shall be individual members with full-height king studs between them.Each header shall use the number of king studs specified below or in the Structural Callouts. Trimmers, aka Jack Studs.Use size(or larger)per Structural Callouts.Concealed flange hanger of similar bearing length and capacity may be substituted for trimmer. King Studs.Unless otherwise shown on Plans use the following.These must be full-height,bottom plate to top plate, LE diaphragm to diaphragm. * Opening less than 6' wide—use min., one king stud each end of header. * Opening 6.1' wide to 9' wide—use min.,two king studs each end of header. *Opening 9.1'wide to 16'wide,use min.,three king studs each end of header. Discontinuous Top Plate.Where wall top plates are cut,omitted,or otherwise discontinuous at a header,the end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" length on the header and 12"length on the top plate beyond. Strap may be on top,inside,or outside of wall. Anchor Bolts. Shear wall anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing shown in the Plans but never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x.229"steel washers,wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohannnered anchor bolts at the same spacing maybe used in lieu of wet set-see specifications in previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall be fitted with 2"steel plate washers.Use either 1/2"diameter x 8"min embedment wet- set, or 1/2"Titen HD with 4"min embedment. Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2"min concrete embedment,at 16" OC,unless otherwise shown. Decks:Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.)Ledgers shall be attached with screws or lag bolts per Callouts.All hardware and connectors shall be at least medium-duty corrosion-resistant with galvanizing or similar. Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when directly exposed to weather.Pressure treating chemicals shall be inert,or otherwise non-reactive with metal connectors (including nails,bolts, framing connectors, etc.)or structural steel members. In certain cases non-pressure treated lumber may butt against concrete.In these cases use a layer of heavy, asphaltic-treated construction paper between wood and concrete. Blocking/Bridging.Provide continuous blocking at all bearing locations.Provide full depth bridging or blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or other concentrated loads through the floor to the supports beneath. Bolts.Unless otherwise specified:Use washers on all bolts;tighten all bolts to a very snug wrench tight condition; use standard A307 bolts; for bolts in wood,drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16"larger than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: 5/8 inch diameter bolts 3 inches 3/4 inch diameter bolts 3.75 inches 1 inch diameter bolts 4.75 inches Minimum distance between edge of bolt and any edge of steel plate(angles, gussets,flanges,webs,etc.) shall be one inch. Engineer shall specifically approve any bolted connection using less edge distance than shown above. Lag Bolts. All lag bolts greater in diameter than 1/4"shall have pilot holes pre-drilled. Size of pilot hole in threaded portion shall be 70%of the unthreaded shank diameter(or alternatively, 90%of the root diameter of the threaded portion).Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. PRE-FABRICATED FRAMING CONNECTORS: Manufacturer: Simpson brand is specified,however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to.Nails and screws which will be exposed to weather shall be galvanized or stainless steel.If installation risks cracking of wood, contact engineer for alternate nailing and /or alternate connector. Simpson SDS Wood Screws.Where specified, install per manufacturer's recommendations. In general these do not need pilot holes.However,if wood is old and or very dry pilot holes may be required to avoid splitting. Use length as specified in Plans but never less than required to ensure full strength. Simpson SD Wood Screws.With most Simpson connectors,Contractor may use SD9 in lieu of 10d nails, and/or SD10 in lieu of 16d nails.These are provided in 1-1/2" and 2-1/2" lengths.Use the length necessary for full penetration into the member(s)connected. PREFABRICATED WOOD PRODUCTS: Prefabricated Trusses.Where shown on the plans, all prefabricated structural roofmg members shall be designed by a certified professional engineer.The prefabricated structural roofmg designer shall provide to the Contractor stamped design drawings with appropriate notes showing member sizes,forces,installation procedures,blocking,bracing,etc. Engineered Wood—General.These products must be provided, stored,and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying capacity. Any nationally-recognized brand that meets the below specifications is acceptable. CI 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Phone:(360) 708-1865 Consulting Engineer (. TimG@TimKGarrison.com 21 ZZ ' 'L3 i i: 2 i • i I . i J { 24 .' IIIIIIIIIIIIII 4, } t, I L r ll f.1 1 z4 . - - (5. Z 3 i. - r i .--__ L.___f II ] c ,,*fp J • ( w� GZ Stnsciturai Design Loads 11E3C 2015 83 ASCE 740 Seismic Caiculations o Per ASCE 7= J O Project Staehling Job No t18073 Date 7/18/18 Location 3710 Leeward Ln., Anacortes, WA USGS 0.2 Second Response SS = 1.095 % of gravity USGS 1.0 Second Response S1 = 0.435 % of gravity No. of stories above ground lev. ITwoStories V •Site Class Stiff Soil Profile, D(Typ.) Risk Factor `Comm'l,Industrial,Residential-Med Hazard, It • Equiv Lateral Force Method Seis importance, IE = 1.00 Structural System `Bearing wall-wood or light steel shear wall •ti .2 sec response, Ss = 1.095 Ss use for Cs = 1.095 Is structure regular and 5 stories or less? 1 Yes ® Use Ss=1.5 max for Cs calc 1 sec response, Si = 0.435 Site coef, Fa = 1.062 Redundancy factor, p= 1 Site coef, F,= 1.565 Period, long-period (Map, ASCE7-10, p. 224, fig 22-12), TL = 16 Response mod coef, R = 6.50 Height of top of building, hn = 29 ft 0 - Str factor, no= 3.00 Defl Amplf, Cd= 4.00 EQUIVALENT FORCE METHOD, ASCE7-10, 12.8 Ht Limit 65.0 ft Required Seismic Design Category D Spectral accel parameter, SMS = 1.163 Height Limit(feet) 65 Spectral accel parameter, SM1 = 0.681 Max. Allowable Story Drift 0.015 hsx or L 167 Design spectral parameter, Sos = 0.775 0 - Str factor, 00 3.00 Design spectral parameter, Soi = 0.454 Seismic Base Shear, V 0.119 *W I Building period coef, CTS = 0.020 Horizontal Seismic Load Effect, Eh 0.119 *W Approx fundamental period, Ta = 0.250 Vertical Seismic Load Effect, Ev 0.155 *W Upper limit period coef, Cu = 1.400 Seismic Load Effect E = Eh + - Ev 0.274D & -0.036D Building period, use, T = 0.350 LRFD Comb 5 1.355D + Eh ' .5L + .2S Csmax = 0.279 LRFD Comb 7 0.745D + Eh Csmin = 0.010 ASD Comb 5 1.109D + .7Eh Seis response coef, Cs = 0.119 ASD Comb 6b 1.078D + .525Eh + .75L + .75S Min diaphragm force, Fpx min = 0,155D ASD Comb 8 0.491 D + .7Eh Max diaphragm force, Fpx max = 0.31D Wind Loads Pttr ASCE 7 10 a Analytical Procedure Wind Loads On Buildings - MWFRS, Directional Procedure a All Heights ASCE7-10, Chapter 27 Project Staehling Job No t18073 Date 7/18/18 Building Wind Exposure Exp D•Up to 600'of B or C+flat, unobstructed or w gipater. • Enclosure Classification Enclosed Building(Typical) • 3-Sec Gust, Basic 120 mph • ASCE7-10 maps, Fig 26.5, p247 ASD, Basic Combos.Stress increases allowed for wood only. •f Method Load Comb Factor 0.6 Roof Pitch 1, max. 2.00 /12 Slope 1 9 = 9.5 deg Roof Pitch 2, max. 2.00 /12 Slope 2 0 = 9.5 deg A Mstr- 2012 IBC Loads Calcr 6-6-17 7/18/18 Hill Shape 1.Topographic Factor Not Applicable vw L/B 2.00 Building Width Perp. To Ridge B = 50 ft WI_ 0.28 Building Length Parallel To Ridge L = 100 ft Gust Effect Factor G = 0.85 Mean Height Of Roof(ft) hi, = 28.0 ft 3-Second Gust Power Law Exponent a, = 11.5 Eave Height(ft) heave = 27.0 ft Normal Ht. Of Atmosp. Bndry Layer zg = 700 ft Directionality Constant Kd = 0.85 Velocity Press. Exposure Coefficient Kh = 1.148 26.8 ASCE 7 Height of Hill or Escarpment (ft) H = IBC Load Factor for ASD Wind-1605.3.2 CO = 0.60 Narrowest Half-Width of Hill at Half-Height(ft) Lh = Topographic Factor Kzt = 1.000 i Horiz. Distance From Crest To Bldg. Site (ft) x = Velocity Pressure @ mean roof ht. qh = 35.98 psf Windward Wall Pressures Internal Pressure Intermed. Windward Internal Pressure Elev K Value q, Wall 0-15 feet 1.030 19.37 psf 13.17 psf -/- 6.48 psf 15-20 feet 1.083 20.36 psf 13.85 psf 20-25 feet 1.126 21.17 psf 14.39 psf Longitudinal (Parallel To Ridge) 25-30 feet 1.162 21.85 psf 14.86 psf 30-40 feet 1.222 22.97 psf 15.62 psf Leeward Wall Side Walls 40-50 feet 1.270 23.88 psf 16.24 psf -5.51 psf -12.85 psf 50-60 feet 1.311 24.65 psf 16.76 psf (Outward) (Outward) 60-70 feet 1.347 25.32 psf 17.22 psf Roof Pressures - 70-80 feet 1.378 25.91 psf 17.62 psf Based On Posn. Pressure Down Ridge 0 to h/2 -16.52 psf Transverse (Perp. To Ridge) h/2 to h -16.52 psf h to 2h -16.52 psf Leeward Wall Side Walls > 2h -16.52 psf -9.18 psf -12.85 psf (Outward) (Outward) Horiz prof Slope 1 - 24.8 psf 15.62 psf 2.00 / 12 e: -17.35 psf -10.38 psf -4.01 psf 14.86 psf 24.0 psf / if 14.39 plf ; /- 6.48 psf 23.6 psf +/- 6.48 csf 1 13.85 psf " i +/- 6.48 psf "'1 -9.18 psf 23.0 psf 6 1- 6.48 psf J psf sf { 22.3 psf CY //` // _ ,(�` // 50.00 ft i i f 46 w_. r Roof 1 slope: 2:12 0.17 rads 9.46 deg Roof 2 slope: 2:12 0.17 rads 9.46 deg Press, slope 1, roof, horiz prof: 4.6 psf Press, slope 2, roof, horiz prof: 4.6 psf A Mstr - 2012 IBC Loads Calcr 6-6-17 7/18/18 eAL ConstructionCalc, Inc Lateral Load Calculator Job No.: t18073 Job Name: Staehling By: tkg Architect/Designer: Sterling Date: 7/18/2018 Building: house+gar R basic 6.5 rho basic 1.0 SEISMIC LOAD CALCULATOR Seismic Factor: 0.119 (Basic.Ma Roof Snow' 25 psf 1 Fir Storage LL 1 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 21,22 23-25 24-27 2a-2c 2d,2e 2f,2g 1 Dim 1 42.00 36.00 48.00 Dim 2 36.00 22.00 25.00 Mul factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 N Trib Area 1532.9 802.9 1216.E 0.0 0.0 0.0 0.0 0.0 o• Dead weight,psf.f 15.0 I 15.0 + 15.0 a 15.0 I 15.0 } 15.0 F 15.0 L 15.0 1 ce Seismicfactor.( 0.119 1 0.119 i 0.119 I 0.119 J 0.119 1 0.119 I 0.119 i 0.119 1 Calc'd seis load 2736.1 1433.2 2171.5 0.0 0.0 0.0 0.0 0.0 Dim 1 144.00 100.00 136.00 65.00 Dim 2 7.00 6.00 6.50 _ 12.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Trib Area 1008.0 600.0 884.0 0.0 0.0 0.0 780.0 0.0 ✓ Dead weight,psf.[ 10.0 [ 10.0 f 10.0 : 10.0 ' 10.0 I 10.0 [ 10.0 F 10.0 j Seismic factor.: 0.119 r 0.119 f 0.119 J 0.119 I 0.119 I 0.119 : 0.119 1 0.119 Calc'd seis load 1199.5 714.0 1052.0 0.0 0.0 0.0 928.2 0.0 Dim 1 15.00 Dim 2 16.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 240.0 0.0 u Dead weight,psf.[ 15.0 15.0 ( 15.0, I 15.0 i 15.0 15.0 I 15.0 ; 15,0 Seismic factor.; 0.119 L 0.119 I 0.119 0.119 i 0.119 I 0.119 ; 0.119 ; 0.119 Calc'd seis load 0.0 0.0 0.0 0.0 0.0 0.0 428.4 0.0 Dim 1 10.00 Dim 2 32.00 Y Mul factor 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 $ Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 416.0 0.0 • Dead weight,psf.r 34.0 F 34.0 T 34.0 1 34.0 a 34.0 I 34.0 34.0 1 34.0 Seismic factor[ 0.119 [ 0.119 1 0.119 J 0.119 j 0.119 : 0.119 : 0.119 I I 0.119 i Calc'd seis load 0.0 0.0 0.0 0.0 0.0 0.0 1683.1 0.0 Other GLs 3935.7 3223.5 2147.2 1967.8 Seismic Applied V 3935.7 2147.2 3223.5 3935.7 3223.5 2147.2 5007.6 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 21,22 23-25 24-27 2a-2c 2d,2e 2f,2g 1 0 Dim 1 22.00 N Dim 2 3.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area 0.0 0.0 0.0 66.0 0.0 0.0 0.0 0.0 ce Wind psf load; 8.0 { 8.0 i8.0 I 8.0 1 8.0 3 8.0 , 8.0 1 8.0 1 Calc'd wind load 0.0 0.0 0.0 528.0 0.0 0.0 0.0 0.0 Dim 1 41.00 _ 32.00 44.00 34.00 23.00 20.00 En Dim 2 9.00 8.00 8.00 8.00 6.00 6.50 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 A ✓ Trib Area 369.0 256.0 352.0 272.0 138.0 130.0 ` 0.0 0.0 w Wind psf load[ 24.0 L 24.0 [ 24.0 1 24.0 I 24.0 L 24.0 24.0 [ 24.0 Calc'd wind load 8856.0 6144.0 8448.0 6528.0 3312.0 3120.0 0.0 0.0 Dim 1 15.00 En Dim 2 12.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 v x Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 180.0 0.0 w Wind psf load[ 22.3 [ 22.3 a 22.3 ] 22.3 I 22.3 1 22.3 [ 22.3 1 22.3 Calc'd wind load 0.0 0.0 0.0 0.0 0.0 0.0 4014.0 0.0 Other GLs 4428.0 Wind Applied V 8856.0 6144.0 8448.0 7056.0 3312.0 3120.0 8442.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 21,22 23-25 24-27 2a-2c 2d,2e 2f,2g 1 0 Controlling V 8,856 lb 6,144 lb 8,448 lb 7,056 lb 3,312 lb 3,120 lb 8,442lb 0 lb Controlling Force Type wind wind wind wind wind wind wind - ConstructionCalc, Inc Description: 21,22 Distribution of Lateral Loads Seismic Adjustments per Grid Total V,unfactored 8,856 lb Building: house+gar R adjust Grid Rho adj Grid Wind or Seis control?(w or e) wind I I Total V,factored 5,314 lb Adjst'd multiplier - - , Grids 21 22 Percentage V 50% 50% 0% Leftover V/grid 2,657 lb 2,657 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 5,314 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 PnI 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 21 2,18"WSW+1,12"portal WSW good for 2(1245)+1695=4186,okay 0.0 If #DIV/01 #DIVl01 22 12.0 If 3.3 If I 3.3 If I 18 6 1f 143 plf 1PW I Description: 23-25 Seismic Adjustments per Grid Total V,unfactored 6,144 lb R adjust Grid Rho adj Grid Wind or Seis control?(w or e) wind 1 Total V,factored 3,686 lb Adjst'd multiplier - - Grids 23 25 Percentage V 50% 50% 0% Leftover V/grid 1,843 lb 1,843 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 3,686 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 23 3.51f 4.4 If 7.9 If 233 plf 2PW 25 2.7 if 3.0 If 3.0 If _ 8.7 If 212 plf 2PW Description: 24-27 Seismic Adjustments per Grid Total V,unfactored 8,448 lb R adjust Grid Rho adj Grid Wind or Seis control?(w or e) wind 1 Total V,factored 5,069 lb Adjst'd multiplier - - Grids 24,26 27 , Percentage V 50% 50% 0% Leftover V/grid 2,534 lb 2,534 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 5,069 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 24,25 2.0 If 7.51f • 3.4 If 3.0 If 15.9 If 159 plf 1PW 27 3.0 If 2.2 If 3.0 If 3.0 If 2.2 If _ 13.4 If 189 plf 2PW Description: 2a-2c Seismic Adjustments per Grid Total V,unfactored 7,056 lb R adjust Grid Rho adj Grid Wind or Seis control?(wore) ' wind I I Total V,factored 4,234 lb Adjst'd multiplier - _ - Grids 2a 2b 2c Percentage V 43% 15% 43% 0% Leftover V/grid 1,799 lb 635 lb 1,799 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 4,234 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use ?a 5.5 If 15.7If 0.0If 21.2 If 85p1f 1PW 2b 10.0 If 10.0 If 64 plf 1PW 2c 18.0 If 14.5 If 32.5 If 55 plf 1PW Description: 2d,2e • Seismic Adjustments per Grid Total V,unfactored 3,312 lb R adjust Grld Rho adj Grid Wind or Seis control?(w or e) wind 1 Total V,factored 1,987 lb Adjst'd multiplier, - - Grids 2d 2e Percentage V 50% 50% 0% Leftover V/grid 994 lb 994 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 1,987 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 2d 2.0 If 3.0 If 6.9 If 7,0 If 6.8 If 2.5 If 28.2 If 35 plf 1PW 2e 4.7 If 7.71f 12.41f 80 plf 1PW Description: 1.00 Seismic Adjustments per Grid Total V,unfactored 8,442 lb Use 2, 18 WSW,good for 1245*2=2490 R adjust Grid Rho adj Grid Wind or Seis control?(wore) wind I Total V,factored 5,065 lb Adjst'd multiplier - - Grids 1 Percentage V 100% 0% 0% Leftover V/grid 2,575 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 2,575 lb SumcheckNG Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 PnI 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 1 2.5 If 2.5 If I • I 1 I I I , 5.0 If 515 plf 3PW Uplift Calculator Panel I.D. 23,,.,...a.._.....,.27.... .i f i-...............-.,t,. .._..,...„...... -i a.,. ..... p I .3- i Unit lateral load,factored,Eh,plf 233 plf 189 I j 1 UpliftRange Panel horiz.length,ft. 3.5 ft 3.0 ft Panel ht.(mom-arm).ft. 8.0 ft 8.0 ft Add'I uplift from upper story,Lt.end,lb Add'I uplift from upper story,Rt.end,lb Dead point load at Lt.end,lbs. 320 lb 320 lb Dead point load at Rt.end,lbs. 500 lb 320 lb No.AB's to help keep Lt.end down 2.0 ea. 2 5 ea. No.AB's to help keep Rt.end down 2.0 ea. 2 5 ea. Dead weight UDL,Of 160 plf 160 plf Uplift Lt.end,ASD comb 7.8 504 lb -74 lb #DIV/01 #DIV/01 #DIV/01 #OIVIO! #DIV/01 #DIV/0l #DIV/0! • Uplift Rt.end,ASD,comb 7,8 396 lb -74 lb #DIV/0! #DIVI01 #DIV/01 #DIV/0! #DIVIO! #DIV/0! #DIVIO' 4 Tim Garrison, P.E. CAS RUCTIONCALC ProBeam We Empnwor The (Building Xnduatry v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 20h I Other Info. 7/17/18 0,5 t 1.3 2 2.5 3 3.6 4 4.5 Type? !Simple span,fully braced v Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 4.00 ft 4.00 ft Allowable Deflection,Main Spans • Live Only,L/ LCode Minimum-Normal:L/360&L/240 V 360 = 0.13 in Total, L/1 240 I = 0.20 in I N/A = 0.00 in Total, L/ N/A = 0.00 In Pitch if Member Being Designed Is Sloped: 2.0:12 7 Mem True Len: 4.06 ft Add Self Weight? Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No_ 1a Increase Roof DL for pitch? Yes V Roof Pitch I 8.0:12 I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf 13.00 ft - 234.4 lb/ft 325.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load - 234.4 lb/ft 325.0 lb/ft Loads Point loads are 1/10 scale 600 - 400 - 200 - t • -200 0.5 • 1 1.5 2 2.5 3 3.5 4 5 4x And Smaller(Lumber) Calc'd Member Results For 2 x 8 Solutions Using Self Weight of Sawn 2 x 8,2.8 plf 2 x 8 I w Load Duration Snow:1.15 "V %Overdesign 2 x 8 (4)2 x 4 Moisture Medium Dry-18% I:I (Douglas Fir-Larch V Repetitive Use? No v Pos Bending 20.9% (2)2 x 5 3 x 6 Press Treated? No,Not P.T. �I No.2 _ v Flat Use? I No I w I Neg Bending NA (3)2 x 4 4 x 5 Temp Cond. 110 ddeg F&less w Fb Pos 1,241 psi Fv 207 psi Shear 33.5% Fb Neg 1,187 psi Fcp 625 psi Span(s)Defl'n 370.7% Allow Pos Mom 1,359 ft-lb 147.63 In"4 Cantilever(s)Defl'n NA Allow Neg Mom -1,300 ft-lb E 1,600 ksi Calc'd member OK by: 20.9% Allow Shear 1,501 lb El 76,216 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 2.82 plf Cond's Of Use:Load Duration:1.15•Snow For 2 x 8 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,124 lb 1,124 lb - - 0 ft-lb 0 ft-lb Oft-lb 0 ft-lb Min Total 474 lb 474 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.200 in 0.200 in 0.200 in Max Dn Defl - -0.042 in - - - Allowed 0.200 in 0.200 in 0.200 In ProBeam_v7_0_WC 67 Tim Garrison, P.E. CANS RUCT1ONCAL2 ProBeam Wa Empower The Building Ioduatry v6.0 Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 20h case 2 Other Info. 7/17/18 Ile A 1 2 3 4 S Type? I Simple span,fully braced Vi I Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 5.00 ft 5.00 ft Allowable Deflection, Main Spans Live Only, L/ Code Minimum-Normal:L/360&L/240 I V 360 i = 0.17 in Total, Lli 240 1 = 0.251n € N/A = 0.00 in Total,Ll N/A I = 0.00 in Pitch if Member Being Designed is Sloped: 2.0:12 Mem True Len: 5.07 ft Add Self Weight? Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? �No . Increase Roof DL for pitch? Les_ • Roof Pitch I 8.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psi 8.00 ft - 144.2 lb/ft 200.0 Ib/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load - 144.2 Ib/ft 200.0 Ib/ft Loads Point loads are 1/10 scale 400 200 0 • 1 2 3 4 5 6 -200 4x And Smaller(Lumber) Calc'd Member Results For 2 x 8 Solutions Using Self Weight of Sawn 2 x 8,2.8 plf 2 x 8 __ v Load Duration I snow:1.15 rvl %Overdesign 2 x 8 (4)2 x 4 Moisture Medium Dry-18% I Douglas Flr-Larch . Repetitive Use? No v Pos Bending 25.3% (2)2 x 5 3 x 6 Press Treated? I No,Not P.T. ,. [No.2 LT] Flat Use? No 4, Neg Bending NA (3)2 x 4 4 x 5 Temp Cond. Loo deg F&less U Fb Pos 1,241 psi Fv 207 psi Shear 73.0% Fb Neg 1,159 psi Fcp 625 psi Span(s)Defl'n 290.4% Allow Pos Mom 1,359 ft-lb 147.63 ln04 Cantilever(s)Defl'n NA Allow Neg Mom -1,269 ft-lb E 1,600 ksi Calc'd member OK by: 25.3% Allow Shear 1,501 lb El 76,216 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 2.82 plf Cond s Of Use:Load Duration:1.15-Snow For 2 x 8 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 868 lb 868 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 368 lb 368 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.0001n - - - Allowed 0.250 in 0.250 in 0.250 in Max Dn Dell - -0,064 in - - - Allowed 0.250 in 0.250 in 0.250 in ProBeam_v7_0_WC eA • Tim Garrison, P.E. CAS RUCTIONCALC ProBeam We Empower The Budding industry v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. 1 Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 20h case g Other Info. 7/17/18 4' 0.5 t 1.5 2 2.5 ,3 3.5 Type? ;Simple span,fully braced v Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 3.00 ft 3.00 ft Allowable Deflection,Main Spans Live Only,L/ Code Minimum-Normal:L/360&L/240 V I 360 = 0.10 in Total,L/! 240 # = 0.15 in N/A = 0.00 in Total,L I N/A = 0.00 in t + Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 3.00 ft Add Self Weight? Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? [NI 0 Increase Roof DL for pitch? Yes V Roof Pitch i 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf - - Uniform Ld.3 40 psf 15 psf 6.00 ft 240.0 Ib/ft 90.0 lb/ft Uniform Ld.4 60 psf 32 psf 5.00 ft 300.0 lb/ft 160.0 lb/ft Uniform Ld.5 - 10 psf - - Tot Unlf Load 540.0 Iblft 250.0 lb/ft - Loads Point loads are 1/10 scale 1000 500 0.5 1 1.5 2 2.5 3 3 5 -500 4x And Smaller(Lumber) Calc'd Member Results For 2 x 8 Solutions Using Self Weight of Sawn 2 x 8,2.8 plf 1 2 x 8 IV Load Duration Live:1.00 I I %Overdesign 2 x 8 (4)2 x 4 Moisture Medium Dry-18%o V Douglas Fir-Larch I. Repetitive Use? No v Pos Bending 32.5% (2)2 x 5 3 x 6 Press Treated? I No,Not P.T. V I No.2 . Flat Use? Fie I v Neg Bending NA (3)2 x 4 4 x 5 Temp Cond. 1100 deg F&less I v Fb Pos 1,079 psi Fv 180 psi Shear 9.7% Fb Neg 1,055 psi Fcp 625 psi Span(s)Defl'n 674.4% Allow Pos Mom 1,182 ft-lb 147.63 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -1,155 ft-lb E 1,600 ksi Calc'd member OK by: 9.7% Allow Shear 1,305 lb El 76,216 ksi Controlling criteria is: Shear Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 2.78 plf Cond's Of Use:Load Duratlon:1.0•Uve For 2 x 8 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,189 lb 1,189 lb - - Oft-lb 0 ft-lb Oft-lb Oft-lb Min Total 379 lb 379 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.150 in 0.150 in 0.150 in Max Dn Dell - -0.019 in - - - Allowed 0.150 in 0.150 in 0.150 in ProBeam_v7_0_WC Tim Garrison, P.E. C©I�IS1 RUCTION CACC ProBeam We Empower The aullding Induatry v6.0 i Important: Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 21h Other Info. 7/17/18 I 2 3 4 5 S Type? Simple span,fully braced Ivi Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 6.00 ft 6.00 ft Allowable Deflection,Main Spans Live Only, L/ Code Minimum-Normal:L/360&L/240 V ! 360 I i = 0.20 in Total,U 240 = 0.30 ini N/A = 0.00 in Total,Ur N/A ; = 0.00 in Pitch if Member Being Designed is Sloped: 2.0:12 Mem True Len: 6.08 ft Add Self Weight? [Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No 0 Increase Roof DL for pitch? Yes I" Roof Pitch l 8.0.12 i Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 8.00 ft - 144.2 lb/ft 200.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load - 144.2 Ib/ft 200.0 lb/ft Loads . Point loads are 1/10 scale 400 200 p . 1 2 3 4 5 6 ' -200 4x And Smaller(Lumber) Calc'd Member Results For 2 x 12 Solutions Using Self Weight of Sawn 2 x 12,4.4 plf L2 x 12 V Load Duration Snow:1.15 V %Overdeslgn 2 x 10 (4)2 x 4 Moisture Medium Dry-18% V Douglas Fir-Larch V Repetitive Use? No V Pos Bending 73.8% (2)2 x 6 3 x 8 Press Treated? No,Not P.T. V No.2 V Flat Use? I No I V Neg Bending NA (3)2 x 5 4 x 6 Temp Cond. I 1 0 &--1 ' I Fb Pos 1,034 psi Fv 207 psi Shear 122.7% Fb Neg 855 psi Fcp 625 psi Span(s)Defl'n 740.4% Allow Pos Mom 2,726 ft-lb 1177.98 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -2,255 ft-lb E 1,600 ksi Calc'd member OK by: 73.8% Allow Shear 2,329 lb El 284,766 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 4.37 pif Cond's Of Use:Load Duration:1.15-Snow For 2 x 12 1.50 In 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 . Support 3 Support 4 Max Total 1,046 lb 1,046 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Total 446 lb 446 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Dell - 0.000 in - - - Allowed 0.300 in 0.300 In 0.300 in Max Dn Defl - -0.036 in - - - Allowed 0.300 in 0.300 in 0.300 In ProBeam_v7_0_W C Tim Garrison,P.E. CIS RUCPIONCALC ProBeam t v6.0 Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and tally,If any,not shown) Member I.D. 22h Other Info. 7/17/18 b t 2 3 4 a 6 7 a 10 Type? [Simple span,fully braced I 71 Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 9.00 ft 9.00 ft Allowable Deflection,Main Spans Live Only,L/ Code Minimum-Normal:L/360&1/240 III 360 , = 0.30 In Total,L/ 240 = 0.45 in N/A ;= 0.00 In Total,L/ NIA = 0.00 in Pitch if Member Being Designed is Sloped: 2.0:12 Mem True Len: 9.12 ft Add Self Weight? [Yes-Self weight will be added to applied DL Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No I� Increase Roof DL for pitch? Yes V Roof Pitch 1 8.0:12 I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1-Roof 20 psf 15 psf 25 psf 13.00 ft - 234.4 lb/ft 325.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf - - . Tot Unif Load - 234.4 lb/ft 325.0 lb/ft Loads Point loads are 1/10 scale 600 400 - • 200 - • -2 0 1 2 3 4 5 6 7 8 10 4x And Smaller(Lumber) Calc'd Member Results For 4 x 12 Solutions Using Self Weight of Sawn 6 x 10,13,2 pit [4 x 12 V Load Duration Snow:1.15 V %Overdesign - (4)2 x 10 Moisture y Medium Dry-18% V Douglas Fir-Larch V Repetitive Use? I No I=1 Pos Bending 20.8% (2)2 x 14 3 x 16 Press Treated?I No,Not P.T. 1 v l No.z I;I Flat Use? No '7 Neg Bending NA (3)2 x 10 4 x 12 Temp Cond.rioo deg F&less V Fb Pos 1,138 psi Fv 207 psi Shear 110.9% Fb Neg 1,116 psi Fcp 625 psi Span(s)Defl'n 253.8% Allow Pos Mom 7,003 ft-lb 1415.28 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -6,864 ft-lb E 1,600 ksi Calc'd member OK by: 20.8% Allow Shear 5,434 lb El 664,453 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 10.21 Of Cond's Of Use:Load Duration:1.16-Snow For 4 x 12 1.50 in 1.50 in - - 6x And Larger(Timber) Calc'd Member Results For 6 x 10 Solutions Using Self Weight of Sawn 6 x 10,13.2 plf 6 x 10 {] Load Duration Snow:Lis w %Overdeslgn 6 x 10 12 x 12 Moisture Medium Dry-18% v I Douglas Fir-Larch U Repetitive Use? 1 No Pos Bending 13.4% 8 x 10 14 x 14 Press Treated?I No,Not P.T. 17 I ;WWPA-No_2 - _ I V Flat Use? .No - -V Neg Bending NA 10 x 10 16 x 16 Temp Cond. 100 deg F&less ry Fb Pos 1,006 psi Fv 196 psi Shear 157.4% Fb Neg 1,000 psi Fcp 600 psi Span(s)Defl'n 151.1% Allow Pos Mom 6,576 ft-lb 1362.75 in^4 Cantifever(s)Defl'n NA Allow Neg Mom -6,538 ft-lb E 1,300 ksi Calc'd member OK by: 13.4% Allow Shear 6,631 lb El 471,574 ksi Controlling criteria Is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 13.19 plf Cond's Of Use:Load Duration:l.lb-Snow For 6 x 10 1.50 In 1.50 In - • Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 2,576 lb 2,576 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Mln Total 1,114 lb 1,114 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Mln Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.450 in 0.450 in 0.450 in Max Dn DO - -0.179 in - - - Allowed 0.450 In 0.450 in 0.450 In ProBeam_v7 0_WC G di Tim Garrison, P.E. CA 'RUCTfONCALC v6 O earn Important: Notches and connectors not cosidered.Dynamic loading not considered. Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 30b Other Info. 7/17/18 2 4 6 8 le 12 14 Q 1 Type? I Simple span,fully braced I V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 15.00 ft 15.00 ft Allowable Deflection,Main Spans Live Only,L/ Code Minimum-Normal:U360&L/240 _ _ I V 360 ! = 0.50 in Total,U{ 240 = 0.75 in N/A i = 0.00 in Total, UI N/A I = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 15.00 ft Add Self Weight? {Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No w Increase Roof DL for pitch? I Yes --I V I Roof Pitch f 2.0:12 I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf 14.50 ft - 220.5 lb/ft 362.5 lb/ft Uniform Ld.2 40 psf 15 psf - - . Uniform Ld.5 - 10 psf - - Tot Unif Load - 220.5 lb/ft 362.5 lb/ft Loads Point bads are 1l10 scale 800 600 400 200 0 . -200 2 4 6 8 10 12 14 16 Glu Lam Calc'd Member Results For 5 x 12 Solutions Using Self Weight of Glulam 5 x 12,15.3 Of MIsc manufacturers I1 Load Duration %Overdesign 2.5 x 13.5 5 x 12 8.75 x 9 I Moisture Medium Dry-18% w 15 x 12 w snow:1.15 w Pos Bending 64.0% 3 x 13.5 5.125 x 12 Press Treated? No,Not P.T. 1:11 124F-V4,DF/DF -_ Neg Bending NA 3.125 x 13.5 6.75 x 10.5 Temp Cond. I ioo deg F&less w Fb Pos 2,760 psi Fv 305 psi Shear 171.6% Fb Neg 2,066 psi Fcp 650 psi Span(s)Defl'n 42.6% Allow Pos Mom 27,596 ft-lb 1720.00 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -20,659 ft-lb E 1,800 ksi Calc'd member OK by: 42.6% Allow Shear 12,190 lb El 1,296,000 ksi Controlling criteria is: Defl-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 15.34 plf Cond's Of Use: Load Duration:1.15-Snow For 5 x 12 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 4,488 lb 4,488 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,769 lb 1,769 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Dell - 0.000 In - - - Allowed 0.750 In 0 750 in 0.750 in Max Dn Dell - -0.526 in - - - Allowed 0.750 in 0.750 in 0.750 in ProBeam_v7_0_WC , C. )7 Tim Garrison, P.E. CAS RUCTIONCALC ProBeam Ws Empower The Building industry V6.0 l Important:Notches and connectors not cosidered.Dynamic loading not considered. Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 31b Other Info. 7/17/18 2 a 8 ro 12 tit I Type? Simple span,fully braced _ v Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 14.00 ft 14.00 ft Allowable Deflection, Main Spans Live Only, L/ I Code Minimum-Normal:L/360&L/240 V 360 = 0.47 in Total,U1 240 i = 0.70 in N/A - = 0.00 in Total,UI N/A = 0.00 in % Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 14.00 ft Add Self Weight? I Yes-Self weight will be added to applied DL w Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No v Increase Roof DL for pitch? Yes V Roof Pitch r 2,0:12 1 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 14.00 ft - 212.9 lb/ft 350.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld. 5 - 10 psf - - Tot Unif Load - 212.9 Ib/ft 350.0 lb/ft Loads Point loads are 1/10 scale 600 400 - 200 - -200 2 4 6 8 10 12 14 `J 16 Le Glu Lam Calc'd Member Results For 5 x 12 Solutions Using Self Weight of Glulam 5 x 12,15.3 plf [Misc manufacturers V Load Duration %Overdesign 2.5 x 13.5 5 x 10.5 8.75 x 9 Moisture Medium Dry-18% V 5 x 12 CII Snow: V Pos Bending 94.8% 3 x 12 5.125 x 10.5 Press Treated?1 No,Not P.T. !V 1/4F-V4,DF/DF U Neg Bending NA 3.125 x 12 6.75 x 9 Temp Cond. i 100 deg F&less v Fb Pos 2,760 psi Fv 305 psi Shear 201.2% Fb Neg 2,072 psi Fcp 650 psi Span(s)Defl'n 81.5% Allow Pos Mom 27,596 ft-lb 1720.00 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -20,718 ft-lb E 1,800 ksi Calc'd member OK by: 81.5% Allow Shear 12,190 lb El 1,296,000 ksi Controlling criteria is: Defl-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 15.34 plf Cond's Of Use: Load Duration:1.15-Snow For 5 x 12 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 4,048 lb 4,048 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Total 1,598 lb 1,598 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.700 in 0.700 in 0.700 in Max Dn Defl - -0.386 in - - - - Allowed 0.700 in 0.700 In 0.700 in ProBeam_v7_0_WC ti .? Tim Garrison,P.E. Cd 1 RUCTIONCALC Pro Beam v6.0 Important:Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 32b _ Other Info. 7/17/18 e n d 10 t c� Type? .Simple span,fully braced I.I Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 25.00 ft 25.00 ft Allowable Deflection, Main Spans _ Live Only, L/ I Code Minimum-Normal:L/360&L/240 V 360 i = 0.83 in Total,Ui 240 = 1.25In• i N/A i = 0.00 in Total,L/ N/A ; = 0.00 in i. , t ! F Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 25.00 ft Add Self Weight? [Yes-Self weight will be added to applied DL I W Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No . Increase Roof DL for pitch? I Yes V Roof Pitch I 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 2 00 ft - 30.4 lb/ft 50.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf 4.00 ft - 40.0 lb/ft Tot Unif Load - 70.4 lb/ft 50.0 Ib/ft Point Loads Measured from left end of member.Member Total Length=25 ft. Live Dead Snow Trib.Width Trib Length Live Dead Snow Location Point Load 1 20 psf 15 psf 25 psf 15.00 ft 14.00 ft - 3,150 lb 5,250 lb 12.50 ft Loads Point loads are 1/10 scale 600 400 - 200 - 0 -200 5 10 15 20 25 W Glu Lam Calc'd Member Results For 5 x 19.5 Solutions Using Self Weight of Glulam 5 x 19.5,24.9 plf Lisc manufacturers . Load Duration %Overdesign - 5 x 19.5 8.75 x 16.5 I Moisture Medium Dry-18% . 5 x 1 19.5 I" row:Lis v Pos Bending 7.3% 3 x 24 5.125 x 19.5 Press Treated? No,Not P.7. • I F-V4,DF/DF • Neg Bending NA 3.125 x 24 6.75 x 18 Temp Cond 100 deg F&less . Fb Pos 2,595 psi Fv 305 psi Shear 229.2% Fb Neg 1,701 psi Fcp 650 psi Span(s)Defl'n 15.8% Allow Pos Mom 68,534 ft-lb 13089.53 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -44,926 ft-lb E 1,800 ksi Calc'd member OK by: 7.3% Allow Shear 19,809 lb El 5,561,156 ksi • Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 24.93 pif Cond's Of Use:Load Duration:1.15-Snow For 5 x 19.5 1.85 in 1.85 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 6,017 lb 6,017 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 2,767 lb 2,767 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Mln Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 1.250 in 1.250 in 1.250 in Max Dn Defl - -1.079 in - - - Allowed 1.250 in 1.250 in 1.250 in ProBeam_v7_0_WC LIA - TimGarrison, P.E. CANS IRUCTION ALC ProBearn va:1Em dvro:r,T.Ge1%Lak crud."6try vo.O 1 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 33b Other Info. 7/17/18 2 4 � IS 10 2 14 Type? i Simple span,fully braced 1®' Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 13.00 ft 13.00 ft Allowable Deflection, Main Spans _ Live Only, L/ Code Minimum-Normal:L/360&L/240 360 I = 0.43 in Total, U 240 = 0.65 in I N/A = 0.00 in Total, UI N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0 :12 1 Mem True Len: 13.00 ft Add Self Weight? Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No /® Increase Roof DL for pitch? Yes ® Roof Pitch I 2.0 :12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf 15.00 ft - 228.1 lb/ft 375.0 lb/ft Uniform Ld. 2 40 psf 15 psf - - Uniform Ld. 5 - 10 psf 4.00 ft - 40.0 lb/ft Tot Unif Load - 268.1 lb/ft 375.0 lb/ft Loads Point loads are 1/10 scale 800 600 - 400 - 200 - 0 ,\ , -200 6 2 4 6 8 10 12 14 Glu Lam Calc'd Member Results For 5 x 12 Solutions Using Self Weight of Glulam 5 x 12,15.3 plf L Misc manufacturers ® Load Duration %Overdesign 2.5 x 13.5 x 10.5 _ 8.75 x 9 .. Moisture Medium Dry-18% V 5 x 12 I V I Snow: 1.15 I VPos Bending 98.4°l0 Y- 3 x 12 I 5.125 x 10.5 Press Treated? I No,Not P.T. ® 24F-V4,DF/DF y Neg Bending NA 3.125 x 12 6.75 x 9 Temp Cond. 1 100 deg F&less /® Fb Pos 2,760 psi Fv 305 psi Shear 184.8% Fb Neg 2,077 psi Fcp 650 psi Span(s)Defl'n 99.1% Allow Pos Mom 27,596 ft-lb 1720.00 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -20,773 ft-lb E 1,800 ksi Calc'd member OK by: 98.4% Allow Shear 12,190 lb El 1,296,000 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 15.34 plf Cond's Of Use: Load fluration:1.15-Snow For 5 x 12 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 4,280 lb 4,280 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,842 lb 1,842 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.650 in 0.650 in 0.650 In Max Dn Defl - -0.326 in - - - Allowed 0.650 in 0.650 in 0.650 in ProBeam_v7_0_W C Tim Garrison,P.C. C�t�tSiRUCTIONCALC tlg o eam Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. 1 Job t18073 Spans and Supports(Note.pitch and fixity.If any,not shown) Member I.D. 34b t Other Info. 7/17/18 , 2 3 4 a a 7 a i Type? Simple span,fully braced v Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 9.00 ft 9.00 ft • Allowable Deflection,Main Spans Live Only,L/ LCode Minimum-Normal:1/360&L/240 _ V : _ 360 t = 0.30 In Total,L/; 240 i = 0.45 In N/A 0.00 In Total,L/' N/A = 0.00 in Pitch If Member Being Designed Is Sloped: 0.0:12 Mem True Len: 9.00 ft • Add Self Weight? Yes-Self weight will be added to applied Di_ 17 Loads: Uniform Loads Over Full Length of Member No v Increase Roof DL forpitch? Yes v Roof Pitch 2.0:12 Loads From Continuous Member? I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1-Roof 20 psf 15 psf 25 psf 6.00 ft - 91.2 lb/ft 150.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf 4.00 ft - 40.0 lb/ft Tot Unif Load - 131.2 lb/ft 150.0 lblft • Loads Point loads are 1110 scale 300 - 200 - 100 - _100 1 2 3 4 5 6 7 8 9 10 le 4x And Smaller(Lumber) Calc'd Member results For 4 x 8 Solutions Using Self Weight of Sawn 4 x 8,6.5 pif 4 x 8 I v Load Duration Snow:1.15 I v %Overdesign 2 x 14 (4)2 x 6 Moisture[ dium ory-18^/o n L uglas Fir-Larch _ I v Repetitive Use? No v Pos Bending 18.0% (2)2 x 10 3 x 10 Press Treated?I No,Not P.T v LNo,z v Flat Use? ko I v I Neg Bending NA (3)2 x 8 4 x 8 Temp Cond. 1100 deg F&less v Fb Pos 1,345 psi Fv 207 psi Shear 170.5% Fb Neg 1,327 psi Fcp 625 psi Span(s)Defl'n 88.4% Allow Pos Mom 3,437 ft-lb 1111.15 inA4 Cantilever(s)Defl'n NA Allow Neg Mom -3,389 ft-lb E 1,600 ksi Calc'd member OK by: 18.0% Allow Shear 3,502 lb El 177,836 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 6.49 pif Cond's Of Use:Load Duration:1,15•Snow For 4 x 8 1.50 In 1.50 in - • Glu Lam Calc'd Member Results For 5 x 7.5 Solutions Using Self Weight of Sawn 4 x 8,6.5 pif Mlsc manufacturers _ V Load Duration %Overdesign 2.5 x 7.5 5 x 6 8.75 x 9 I Moisture Medium Dry-18% n Ls x 7,5 ^ V Snow:1.15 I v I Pos Bending 270.0% 3 x 6 5.125 x 6 Press Treated?I No,Not P.T. 'I 124F-V4,DF/DF I v Neg Bending NA 3.125 x 6 6.75 x 7.5 Temp Cond.1100 deg F&less 1 v1 Fb Pos 2,760 psi Fv 305 psi Shear 488.4% Fb Neg 2,110 psi Fop 650 psi Span(s)Defl'n 235.2% Allow Pos Mom 10,780 ft-lb 1175.78 In^4 Cantilever(s)Defl'n NA Allow Neg Mom -8,242 ft-lb E 1,800 ksi Calc'd member OK by: 235.2% Allow Shear 7,619 lb El 316,406 ksi Controlling criteria is: Deft-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 9.59 pif Cond's Of Use:Load Duration 1.t5 snow For 5 x 7.5 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,295 lb 1,295 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 620 lb 620 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.450 in 0.450 In 0.450 in Max Dn Defl - -0.239 In - - - Allowed 0.450 in 0.450 in 0.450 In ProBeam_v7 0_WC G ,Ik Tim Garrison, P.E. CCiS RUCTIONCALC ProBeam v6.0 important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 41b Other Info. 7/17/18 aQ - _ 2 4 6 8 10 12 14 to Type? j Simple span,fully braced Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 14.00 ft 14.00 ft Allowable Deflection,Main Spans Live Only,U Code Minimum-Normal:L/360&1/240 I- `= 0.47 in Total,U, 240 = 0.70 in i N/A = 0.00 In Total,L/I N/A i= 0.00 in Pitch If Member Being Designed Is Sloped: 0.0:12 Mem True Len: 14.00 ft Add Self Weight? [ -self weight will be added to applied DL I V * Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No !w Increase Roof DL for pitch? Yes i w Roof Pitch [ 2.0'12 i Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psi 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf _ - - Uniform Ld.3 40 psf 15 psf 1.00 ft 40 0 Ib/ft 15.0 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld.5 - 10 psf - - Tot Unit Load 40.0 Ib/ft 15.0 lb/ft - Point Loads Measured from left end of member.Member Total Length=14 ft. Live Dead Snow Trib.Width Trib Length Live Dead Snow Location Point Load 4 2,288 lb 2,000 lb 1,50 ft Loads Point loads are 1/10 scale 300 200 100 0 -- .. -100 2 4 6 8 10 12 14 16 Engineered Lumber Calc'd Brand [Boise Cascade v Results For 1.75 x 11.875 2.0E Solutions Using Self Weight of Engrd 1.75 x 11.875 2.0E 2800 Versalam,5.3 pif Calc'd Member ( i.75 x 11.875 2_OE 2800 Vets 2800 VersaLam 1.3125 x 201.4E VersaLam Rim - Load Duration snow:us i- %Overdesign 1.75 x 11.25 2.0E 2800 VersaLam - Repetitive Use? I No V Pos Bending 75.5% 2.625 x 9.25 2.0E 2800 Versalam - Fb Pos 3,217 psi Fv 328 psi Neg Bending NA 3.5 x 9.25 2.0E 3100 VersaLam - Fb Neg 1,596 psi Fcp 750 psi Shear 6.8% 5.25 x 7.25 2.0E 3100 VersaLam - Allow Pos Mom. 11,028 ft-lb E 2,000 ksi Span(s)Defl'n 81.4% - - Allow Neg Mom. -5,470 ft-lb El 488,413 ksi Cant(s)Defl'n NA - - Allow Shear 4,541 lb Calc'd member OK by: 6.8% • - 1244.21 iO4 Controlling criteria is: Shear - - Self Wt 5.31 plf Cond's Of Use:Load Duration:115-Snow - • Support 1 Support 2 Support 3 Support 4 Req'd Bearing For 1.75 x 11.875 2.0E 2800 VersaLam 3.24 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 4,251 lb 882 lb - • O ft-lb O ft-lb O ft-lb O ft-lb Min Total 1,928 lb 356 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Dell - 0.000 in - - - Allowed 0.700 in 0.700 In 0.700 in Max Dn Deft - -0.386 In - - - Allowed 0.700 in 0.700 in 0.700 In ProBeam_v7_0 WC Tim Garrison,P.E. CAS RUCTIONCALC ProBeam We Em owo v6.0 ( Important:Notches and connectors not cosidered Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t1 8073 Spans and Supports(Note,pitch and Salty,If any,not shown) Member I.D. 43b Other Info. 7/17/18 2 4 d d 10 12 i Type? !Simple span,fully braced - v Left Cantilever Span 1 Span 2 • Span 3 Right Cantilever Tot Member Length Lenth of Spans: 12.50 ft 12.50 ft Allowable Deflection,Main Spans Live Only,U rCode Minimum-Normal:L/360&L/240 _ ,V 360 = 0.42 in Total,UI 240 = 0.63 In N/A i= 0.00 in Total,U N/A i= 0.00 in i i Pitch if Member Being Designed is Sloped:I 0.0:12 J Mem True Len: 12.50 ft Add Self Weight? Yes-self weight will be added to applied DL I• Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? [No I-l Increase Roof DL for pitch? Yes V Roof Pitch i 2.0:12 i Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf - - Uniform Ld.3 40 psf 15 psf 16.00 ft 640.0 lb/ft 240.0 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load 640.0 Ib/ft 240.0 lb/ft - • Point Loads Measured from left end of member.Member Total Length=12.5 ft. Live Dead Snow Trib.Width Trib Length Live Dead Snow Location Point Load 4 4,000 lb 2,000 lb 2.00 ft Loads Point loads are 1/10 scale 1000 500 I 0 2 4 6 8 10 12 14 -500 )Engineered Lumber Calc'd Brand Boise Cascade II.I Results For 5.25 x 11.875 2.0E Solutions Using Self Weight of Engrd 5.25 x 11.875 2.0E 3100 Versalam,15.9 plf Calc'd Member 5.25 x 11.875 2.0E 3100 Vera,V 3100 VersaLam - - Load Duration live:1.00 J V To Overdeslgn - Repetitive Use? I No I v I Pos Bending 32.7% - - Fb Pos 3,100 psi Fv 285 psi Neg Bending NA 3.5 x 16 2.0E 3100 VersaLam - Fb Neg 3,070 psi Fcp 750 psi Shear 11.3% 5.25 x 11.25 2.0E 3100 VersaLam - Allow Pos Mom. 31,873 ft-lb E 2,000 ksi Span(s)Defl'n 26.5% - - Allow Neg Mom. -31,565 ft-lb El 1,465,240 ksi Cant(s)Defl'n NA • - Allow Shear 11,845 lb Calc'd member OK by: 11.3% - - 1732.62 inA4 Controlling criteria is: Shear - - Self Wt 15.94 plf Cond's Of Use:Load Duration:1.0-Live - - Support 1 Support 2 Support 3 Support 4 Req'd Bearing For 5.25 x 11.875 2.0E 3100 VersaLam 2.70 in 1.67 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 10,640 lb 6,560 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Total 3,280 lb 1,920 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.625 in 0.625 in 0.625 In Max Dn Defl - -0.470 in - - - Allowed 0.625 In 0.625 in 0.625 in ProBeam v7_0_WC Tim Garrison, P.E. CCA1 RUCTIONCALC e o eam Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 44b Other Info. 7/17/18 S 2 4 6 8 l0 A 12 Type? [Simple span,fully braced Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 11.00 ft 11.00 ft Allowable Deflection,Main Spans Live Only,U 1 Code Minimum-Normal:L/360&1/240 __ _a i 360 1 = 0,37 In Total,U 240 ;= 0.55 in N/A = 0.00 in Total,U N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 11.00 ft • Add Self Weight? 1IYes-Self weight will be added to applied DL Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? kg*, H Increase Roof DL for pitch? ;Yes I®I Roof Pitch [ 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf - Uniform Ld.3 40 psf 15 psf 1.30 ft 52.0 lb/ft 19.5 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld 5 - 10 psf - - Tot Unit Load 52.0 lb/ft 19.5 Iblft - Point Loads Measured from left end of member.Member Total Length=11 ft. . Live Dead Snow Trib.Width Trib Length Live Dead Snow Location Point Load 4 4,000 lb 2,017 lb 8.50 ft Loads Point loads are 1/10 scale 600 400 - I 200 0 -200 2 4 6 8 10 12 Engineered Lumber Calc'd Brand f Trus Joist _ I I Results For(2)1.75 x 11.875 2.0E Solutions Using Self Weight of Engrd(2)1.75 x 11.875 2.0E LVL,10.6 pif Calc'd Member (2)1.75 x 11.875 2.0E LVL w LVL - 3.5 x 20 2.2E PSL Load Duration snow:L15 w %Overdesign 1.75 x 14 1.55E LSL 7 x 20 2.2E PSL Repetitive Use? I No _ 1 WI Pos Bending 66.1% 3.5 x 11.25 1.55E LSL - Fb Pos 2,989 psi Fv 328 psi Neg Bending NA 1,75 x 14 2.0E LVL - Fb Neg 2,906 psi Fcp 750 psi Shear 78.0% (2)1.75 x 9.25 2.0E LVL 3.5 x 11.875 Plus PSL,Levi Allow Pos Mom. 20,492 ft-lb E 2,000 ksi Span(s)Defl'n 152.3% (3)1.75 x 9.25 2.0E LVL 5.25 x 9.25 Plus PSL,Lev1 Allow Neg Mom. -19,919 ft-lb El 976,827 ksi Cant(s)Defl'n NA (4)1.75 x 7.25 2.0E LVL 3.5 x 11.875 Plus PSL,Lev2 Allow Shear 9,081 lb Calc'd member OK by: 66.1% 3.5 x 9.25 2.0E PSL 5.25 x 9.25 Plus PSL,Lev2 1488.41 in^4 Controlling criteria Is: Pos Bending 5.25 x 9.25 2.0E PSL 3.5 x 11.875 Plus PSL,Lev3 Self Wt 10.63 pif Cond's Of Use:Load Duration:1.15-Snow 7 x 9.25 2.0E PSL 5.25 x 11.875 Plus PSL,Lev3 Support 1 Support 2 Support 3 Support 4 Req'd Bearing For(2)1.75 x 11.875 2.0E LVL 1.50 in 1.94 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,819 lb 5,101 lb - - 0 ft-lb 0 ft-lb 0 ft-lb Oft-lb Min Total 624 lb 1,724 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Mln Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 In - - - Allowed 0.550 in 0.550 In 0.550 in Max Dn Defl - -0.218 In - - - Allowed 0.550 in 0.550 in 0.550 in ProBeam v7 0 WC Cl , Tim Garrison, P.E. S RUCTIONCALC Pro m 0JWAsen .p,Weir v6.0 Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 46B Other Info. 7/17/18 Type? :Simple span,fully braced _ 1 o Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 8.00 ft 8.00 ft Allowable Deflection,Main Spans Live Only,L/ .Code Minimum-Normal:L/360&U240 360 = 0.27 in Total,L/' 240 = 0.40 in N/A i = 0.00 in Total,L/ N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 8.00 ft Add Self Weight? Yes-Self weight will be added to applied DL Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No I©I Increase Roof DL for pitch? I Yes Roof Pitch i 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf - - Uniform Ld.3 40 psf 15 psf 16.00 ft 640.0 lb/ft 240.0 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load 640.0 Ib/ft 240.0 lb/ft - Loads Point loads are 1/10 scale 1000 500 0L -- - • 0 1 2 3 4 5 6 7 8 9 -500 Engineered Lumber Calc'd Brand Trus Joist ® Results For 1.75 x 11.875 2.0E Solutions Using Self Weight of Engrd 1.75 x 11.875 2.0E LVL,5.3 plf Calc'd Member 1.75 x 11.875 2.0E LVL �0 LVL 3.5 x 11.25 1.3E LSL 3.5 x 20 2.2E PSL Load Duration i Live: 1.00 ® %Overdesign 1.75 x 11.25 1.55E LSL 7 x 20 2.2E PSL Repetitive Use? No -.Ivi Pos Bending 25.7% 3.5 x 9.25 1.55E LSL - Fb Pos 2,598 psi Fv 285 psi Neg Bending NA 1.75 x 11.25 2.0E LVL - Fb Neg 2,172 psi Fcp 750 psi Shear 11.5% (2)1.75 x 9.25 2.0E LVL 3.5 x 9.25 Plus PSL,Levi Allow Pos Mom. 8,905 ft-lb E 2,000 ksi Span(s)Defl'n 120.8% (3)1.75 x 7.25 2.0E LVL 5.25 x 9.25 Plus PSL,Levi Allow Neg Mom. -7,444 ft-lb El 488,413 ksi Cant(s)Defl'n NA (4)1.75 x 7.25 2.0E LVL 3.5 x 9.25 Plus PSL,Lev2 Allow Shear 3,948 lb Calc'd member OK by: 11.5% N 3.5 x 9.25 2.0E PSL _5.25 x 9.25 Plus PSL,Lev2 1244.21 in^4 Controlling criteria is: Shear 5.25 x 9.25 2.0E PSL 3.5 x 11.875 Plus PSL,Lev3 Self Wt 5.31 plf Cond's Of Use:Load Duration:1.0-Live 7 x 9.25 2.0E PSL 5.25 x 9.25 Plus PSL, Lev3 Support 1 Support 2 Support 3 Support 4 Req'd Bearing For 1.75 x 11.875 2.0E LVL 2.70 In 2.70 In - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 3,541 lb 3,541 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 981 lb 981 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.400 in 0.400 in 0.400 in Max Dn Defl - -0.167 in - - - Allowed 0.400 in 0.400 In 0,400 in ProBeam_v7_0_W C G26 Tim Garrison, P.E. AS RUCTIONCALC ProBeam . I v6.0 I. Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. 47b _ _ Other Info. 7/17/18 4 2 4 15 ato 12 14 Q t13 Type? Simple span,fully braced ,V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 16.00 ft 16.00 ft Allowable Deflection,Main Spans Live Only,U F--°de Minimum=Normal:L/360&L/240 s = i N/A ' - 0 00 in Total, U N/A = 0 00 in 360 0.53 in Total,UI 2400.80 in i - i Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 16.00 ft Add Self Weight? Yes-Self weight will be added to applied DL Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? [No I• Increase Roof DL for pitch? Yes _ V Roof Pitch i 2.0:12 I Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof. 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf • - - I Uniform Ld. 3 40 psf 15 psf 13.00 ft 520.0 lb/ft 195.0 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load 520.0 lb/ft 195.0 lb/ft - Loads Point loads are 1/10 scale 1000 500 2 4 6 8 10 12 14 16 18 -500 Glu Lam Calc'd Member Results For 5 x 13.5 Solutions Using Self Weight of Glulam 5 x 13.5,17.3 pif M[manufacturers V Load Duration %Overdesign 2.5 x 18 5 x 13.5 8.75 x 10.5 I Moisture [Medium Dry-18% Iv I lL x 13.5 V Live:1.00- I V Pos Bending 29.6% 3 x 16.5 5.125 x 13.5 Press Treated? '1 Now. V 24F-V4,DF/DF . Neg Bending NA 3.125 x 16.5 6.75 x 12 Temp Cond. j 100 deg;&-less 1. Fb Pos 2,400 psi Fv 265 psi Shear 103.6% Fb Neg 1,793 psi Fcp 650 psi Span(s)Defl'n 28.3% Allow Pos Mom 30,371 ft-lb 11025.16 In^4 Cantilever(s)Defl'n NA Allow Neg Mom -22,691 ft-lb E 1,800 ksi Calc'd member OK by: 28.3% Allow Shear 11,925 lb El 1,845,281 ksi Controlling criteria is: Defl-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 17.26 pif Cond's Of Use:Load Duration:1.0-Live For 5 x 13.5 1.80 in 1.80 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 5,858 lb 5,858 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Total 1,698 lb 1,698 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.800 in 0.800 in 0.800 in Max Dn Defl - -0.585 In - - - Allowed 0.800 in 0.800 in '0.800 in ProBeam_v7_0_WC G2 Tim Garrison, P.E. CS RUCTIONCALC ProBeam ON We Empower The nunding Todu5try v6.0 Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 48b _ Other Info. 7/17/18 2 4 6 a I0 12 14 1a 18 Type? 'Simple span,fully braced Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 17.00 ft 17.00 ft Allowable Deflection, Main Spans _ Live Only,L/ Code Minimum-Normal:L/360&L/240 __ = 360 i = 0.57 in Total,L/1 240 = = 0.85 In 1 N/A i = 0.00 in Total,L/i N/A = 0.00 in t 1 Pitch if Member Being Designed is Sloped. 0.0 :12 Mem True Len: 17.00 ft Add Self Weight? Yes-Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No I.I Increase Roof DL for pitch? Yes n Roof Pitch I 2.0:12 1 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf - - Uniform Ld. 3 40 psf 15 psf 9.00 ft 360.0 lb/ft 135.0 lb/ft Uniform Ld.4 60 psf 32 psf - - Uniform Ld.5 - 10 psf - - Tot Unif Load 360.0 lb/ft 135.0 Ib/ft - Loads 1 Point loads are 1/10 scale 600 400 200 -200 2 4 6 8 10 12 14 16 18 Glu Lam Calc'd Member Results For 5 x 12 Solutions Using Self Weight of Glulam 5 x 12,15.3 pif [Misc.—Manufacturers Tv I Load Duration %Overdesign 2.5 x 15 5 x 12 8.75 x 10.5 Moisture `Medlum Dry-18% V 15 x 12 I V Live:1.00 U Pos Bending 30.2% 3 x 15 5.125 x 12 Press Treated? [No,Not P.T. J 124F-V4,DF/DF 4v Neg Bending NA 3.125 x 15 6.75 x 12 Temp Cond. 110o deg F&less I Fb Pos 2,400 psi Fv 265 psi Shear 144.4% Fb Neg 1,798 psi Fcp 650 psi Span(s)Defl'n 8.6% Allow Pos Mom 23,997 ft-lb 1720.00 in^4 Cantilever(s)Defl'n NA Allow Neg Mom -17,975 ft-lb E 1,800 ksi Calc'd member OK by: 8.6% Allow Shear 10,600 lb El 1,296,000 ksi Controlling criteria is: Defl-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 15.34 pif Cond's Of Use:Load Duration:1.0-Live For 5 x 12 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Suppot 2 Support 3 Support 4 Max Total 4,338 lb 4,338 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,278 lb 1,278 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.850 in 0.850 in 0.850 in Max Dn Defl - -0 740 in - - - Allowed 0.850 in 0.850 in 0.850 in ProBeam_v7_0_WC G712.---- Tim Garrison,P.E. CCS IS�RUCTIONCALC 6 o eam Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 BC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,if any,not shown) Member I.D. 60r Other Info. 7/17/18 2 4 a e ,o 12 14 rod ttt Type? Simple span,fully braced Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 16.50 ft 16.50 ft Allowable Deflection,Main Spans Live Only,L/ Code Minimum-Normal:L/360 5.L/210 360 S= 0.55 in Total,L/I... .1240 = 0.83 in N/A ;= 0.00 in Total,L/I N/A 1 = 0.00 in Pitch if Member Being Designed is Sloped: 2.0:12 Mem True Len: 16.73 ft Add Self Weight? I Yes-Self weight will be added to applied DL 1 V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No ® Increase Roof DL for pitch? Yes ' Roof Pitch I 8.0:12 1 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld.1-Roof 20 psf 15 psf 25 psf 2.00 ft - 36.1 lb/ft 50.0 lb/ft Uniform Ld.2 40 psf 15 psf - - Uniform Ld.5 - 10 psf - - Tot Unlf Load - 36.1 lb/ft 50.0 Iblft Loads Point loads are 1/10 scale 100 - 50 - • • 2 4 6 8 10 12 14 16 18 -50 4x And Smaller(Lumberl Calc'd Member Results For 2 x 12 Solutions Using Self Weight of I-Joist 11-7/8"BCI 5000 1.7,2.3 plf [ix 12 n Load Duration Snow:1.15 V %Overdesign 2 x 12 (4)2 x 8 Moisture Medium Dry-18% V II Douglas Fir-larch I v Repetitive Use? Yes V Pos Bending 4.2% (2)2 x 10 3 x 10 Press Treated?[No,Not P.T. j• No.2 w Flat Use? No I s Neg Bending NA (3)2 x 8 4 x 10 Temp Cond. 100 deg F&less v Fb Pos 1,189 psi Fv 207 psi Shear 219.4% Fb Neg 376 psi Fcp 625 psi Span(s)Defl'n 59.4% Allow Pos Mom 3,135 ft-lb 1177.98 In'4 Cantilever(s)Defl'n NA Allow Neg Mom -992 ft-lb E 1,600 ksi Calc'd member OK by: 4.2% Allow Shear 2,329 lb El 284,766 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 4.37 Of Cond's Of Use:Load Duration:1.15-Snow For 2 x 12 1.50 in 1.50 in - • I-Joist Calc'd Brand [-8olse Cascade I v I Results For 11-7/8"BCI 50001.7 Calc'd Member 11-7/8"BCI 50.001.7 f I I eh,Overdesign Solutions Using Self Weight of I-Joist 11-718"BC!6000 1.7,2.3 pif Load Duration Snow:1,15 12 Pos Bending 20.4% 11-7/8"BCI 5000 1.7 11-7/8"BCI 90 2.0 Brng @ Ends: (Mtn 1.75^,w/o web stltfner {I Neg Bending NA 9-1/2"BCI 6000 1.8 - Brng @ Mid-Supports: (No Mid Support) Lyi Shear 156.3% 9.1/2"BCI 6500 1.8 - Allow Pos Mom. 3,623 ft-lb Allow Shear 1,869 lb Span(s)Defl'n 38.3% 11-7/8"BCI 60 2.0 Allow Neg Mom. 18 ft-lb El 265,000 ksi Cantivr(s)Defl'n NA Allow End Rxn 950 lb Bearing 30.3% Allow Mid Rxn 2,250 lb Calc'd member OK by: 20.4% Self Wt 2.33 plf Controlling criteria is: Pos Bending Cond's Of Use:Load Duration:1.15-Snow Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 729 lb 729 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 317 lb 317 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 In - - - Allowed 0.825 in 0.825 in 0.825 In Max Dn Defl - -0.556 In - - - Allowed 0.825 in 0.825 In 0.825 in ProBeam_v7_0_WC C 3 CC IS RUCTIONCALC ProBeam Tim Garrison, P.E. We Empower The Building Industry v6.O l Important;Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) 1 Member I.D. floor joist typ Other Info. 7/17/18 4' 2 4 6 _ _ 8 to 12 t4 16 f8 Type? [Simple span,fully braced w Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 16.00 ft 16.00 ft Allowable Deflection, Main Spans i Extra Stiff:L/600&L/480 Live Only,L/ i.xt — --. 600 i = 0.32 in Total,L/ 480 = 0.40 in N/A = 0.00 in Total,U N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 16.00 ft Add Self Weight'? I No-Self weight is Included In applied DL IV Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? i No Increase Roof DL for pitch? Yes -I v Roof Pitch I. 2.0:12 E Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf 1.30 ft 52.0 lb/ft 19.5 lb/ft Uniform Ld.5 - 10 psf - - Tot Unif Load 52.0 lb/ft 19.5 Ib/ft - Loads Point loads are 1/10 scale 100 50 0 n ..- 2 4 6 8 10 12 14 16 18 -50 I-Joist Calc'd Brand act-Boise cascade v Results For 11-7/8"BCI 60001.8 Calc'd Member [11-7/8"act 6000 La . %Overdeslgn Acceptable Solutions Load Duration Live:1.00 _ V I Pos Bending 77.4% 14"SCI 5000 1.7 11-7/8"BCI 90 2.0 Brng @ Ends: Min 1.75",w/o web stiffner 'v Neg Bending NA 11-7/8"BCI 6000 1.8 - Brng @ Mid-Supports: (No Mid Support) I- Shear 192.8% 11-7/8"BCI 6500 1.8 - Allow Pos Mom. 4,060 ft-lb Allow Shear 1,675 lb Span(s)Defl'n 11.1% 11-7/8"BCI 60 2.0 Allow Neg Mom. 30 ft-lb El 320,000 ksi Cantivr(s)Defl'n NA Allow End Rxn 1,175 lb . Bearing 105.4% Allow Mid Rxn 2,500 lb Calc'd member OK by: 11.1% Self Wt 2.50 plf Controlling criteria is: Deft-Span Cond's Of Use:Load Duration:1.0-Live Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 572 lb 572 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Total 156 lb 156 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.400 in 0.400 in 0.400 in Max Dn Defl - -0.329 in - - - Allowed 0.400 in 0.400 in 0.400 in ProBeam_v7_0_WC Tim Garrison, P.E. • CC&S S RUCTIONCALC ProBeam We Empower The Bulldln9 industry v6.0 l Important: Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2012-2003 IBC All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,It any,not shown) Member I.D. deckr joist typ Other Info. 7/17118 _ 2 4 6 8 Type? I Simple span,fully braced I v Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 11.00 ft 11.00 ft Allowable Deflection,Main Spans Live Only, U Extra Stiff:L/600&L/480 I V 1 _. 600 = 0.22 in Total,UI 480 I = 0.28 in i N/A = 0.00 in Total,Ui N/A 1 = 0,00 in t Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 11.00 ft Add Self Weight? No-Self weight is included In applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I No _7 Increase Roof DL for pitch? 1Yes j V Roof Pitch i 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf , 15 psf 25 psi - - - Uniform Ld. 2 40 psf 15 psf 0.00 ft - - _ Uniform Ld. 3 40 psf 15 psf - - Uniform Ld.4 60 psf 32 psf 2.00 ft 120.0 lb/ft 64.0 lb/ft Uniform Ld. 5 - 10 psf - - Tot Unif Load 120.0 Ib/ft 64.0 lb/ft - Loads Polntloads are 1l10 scale 200 100 0 A 2 4 6 8 10 12 -100 4x And Smaller(Lumber) Calc'd Member Results For 4 x 12 Acceptable Solutions [x 12 v Load Duration Live:1.00 v %Overdesign - (4)2 x 8 Moisture [Medium Dry-18% r`1 h em-Fir _ -V-I Repetitive Use? Yes v Pos Bending 90.1% (2)2 x 10 3 x 12 Press Treated? I Yes,P.T. v No.2 . Flat Use? No v Neg Bending NA (3)2 x 10 4 x 10 Temp Cond. `100 deg F&less 1 v Fb Pos 860 psi Fv 120 psi Shear 211.3% Fb Neg 840 psi Fcp 405 psi Span(s)Defl'n 132.7% Allow Pos Mom 5,291 ft-lb 1415.28 in"4 Cantilever(s)Defl'n NA Allow Neg Mom -5,166 ft-lb E 1,235 ksi Calc'd member OK by: 90.1% Allow Shear 3,150 lb El 512,875 ksi Controlling criteria is: Pos Bending Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 8.66 plf Cond's Of Use:Load Duration:1.0-Live For 4 x 12 1.50 in 1.50 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,012 lb 1,012 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 352 lb 352 lb - - O ft-lb O ft-lb O ft-lb O ft-lb Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Deft - 0.000 in - - - Altowed 0.275 in 0.275 in 0.275 in Max Dn Defl - -0.118 in - - - Allowed 0.275 In 0.275 in 0.275 in ProBea m_v7_0_W C G?,4 Tim Garrison, P.E. Cd s RUCTION CALE Pr°Beam We Empower The Building xneuetry v6.0 1 Important: Notches and connectors not cosidered. Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t18073 Spans and Supports(Note,pitch and fixity,If any,not shown) Member I.D. deck beam worst case Other Info. 7/17/18 bQ 2 4 8 8 f. t2 14 t8 t Type? I simple span,fully braced ,V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 16.00 ft 16 00 ft Allowable Deflection,Main Spans Live Only, U .t.ode Minimum-Normal:L/360&L/240 -_ v i 360 i = 0.53 In Total, LI; 240 i = 0.80 in 1 N/A 1 = 0.00 in Total,U N/A = 0.00 in . i Pitch if Member Being Designed Is Sloped: 0.0:12 Mem True Len: 16.00 ft Add Self Weight? Yes-self weight will be added to applied DL I Ir1 Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? [No- Increase Roof DL for pitch? �,Yes V Roof Pitch I 2.0:12 Live Dead Snow Trib.Width Live Dead Snow Uniform Ld. 1 -Roof 20 psf 15 psf 25 psf - - - Uniform Ld.2 40 psf 15 psf 0.00 ft - - Uniform Ld.3 40 psf 15 psf - - Uniform Ld.4 60 psf 32 psf 5.50 ft 330.0 lb/ft 176.0 lb/ft Uniform Ld.5 - 10 psf - - Tot Unif Load 330.0 Iblft 176.0 lb/ft - Loads Point loads are 1/10 scale 600 - 400 - 200 - 0 ir -200 2 4 6 8 10 12 14 16 18 Glu Lam Calc'd Member Results For 5 x 12 Solutions Using Self Weight of Glulam 5 x 12,13.2 plf Mlsc manufacturers v Load Duration %Overdesign 2.5 x 15 5 x 12 8.75 x 10.5 Moisture I-Medium Dry-18%a ,V 15 x 12 t v .Live:1.00 I V Pos Bending 44.4% 3 x 13.5 5.125 x 12 Press Treated? 'yes,P.T, I V I r24F-Ell,HF/HF Neg Bending NA 3.125 x 13.5 6.75 x 10.5 Temp Cond. 100 deg F&less 1 v I Fb Pos 2,400 psi Fv 215 psi Shear 107.1% Fb Neg 2,338 psi Fcp 500 psi Span(s)Defl'n 35.4% Allow Pos Mom 23,997 ft-lb 1720.00 inA4 Cantilevers)Defl'n NA Allow Neg Mom -23,377 ft-lb E 1,800 ksi Calc'd member OK by: 35.4% Allow Shear 8,600 lb El 1,296,000 ksi Controlling criteria is: Defl-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 13.19 plf Cond's Of Use:Load Duration:1.0-Uve For 5 x 12 1.66 in 1.66 in - - Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 4,154 lb 4,154 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Total 1,514 lb 1,514 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case • Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.800 in 0.800 in 0.800 in Max Dn Defl - -0.591 in - - - Allowed 0.800 In 0.800 in 0.800 in ProBeam_v7_0_WC 6z 7/19/18 Pg. C'•`.0 struc ©CaDcy itrac. Tor G . rrison, RE. S RL9cTioNCA1rC ColumnCalc v3.1 Disclaimer:All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering. Job Name t18073 P Member I.D. 74p Other Info 7/19/2018 Post, Stud, or Column General Information: , Column, Post, or Stud Length,ft. L= 16.00 ft Max.Live Deflection L/ 75 = 2.56 in Gettlug Started. Hover L, Cursor Here Type Of Column, Post, or Stud Unbraced Column or Post I�' i:' Load Duration Factor [Ten Years(Live,Cd=1.00) ®� Off-Center(Eccentric)Compression Loads or Add'I r Bending Loads(other than wind)? No I�1 ,/, Applied Gravity Loads, "P" Reduced Live Load, Live Load, Dead Load, Live, psf Dead, psf x Length,ft x Width,ft. Ibs lbs. Ibs Roof Loads(not including snow) - 15 psf 0 lb 0 lb 0 lb Roof Snow(only) 25 psf - - 0 lb 0 lb Floor 3 Loads 40 psf 15 psf 0 lb 0 lb 0 lb Floor 2 Loads 60 psf 32 psf 7.00 ft 6.00 ft 2,520 lb 2,520 lb 1,344 lb Floor Loads 100 psf 15 psf 0 lb 0 lb 0 lb Wall Dead Load 10 psf 0 lb Other'psf load and trib.width 0 lb 0 lb 0 lb Other point load: all Live,all Dead,or some of each,lbs. Descrip'n,opt'I: Total Live and Dead Loads: 2,520 lb 1,344 lb Combined Total Load: 3,864 lb Eccentric Loads &Other Bending Eccentricity in Strong Axis e, _ q.' u f' - 1 r(Yd)(t C bb-t ,1- 7- 7 4 Eccentricity in Weak Axis e2= ff (p C Add'I Moment On Strong Axis Mr = ). —+ , Add) Moment On Weak Axis M2= � sv Wind Load Over Full Length of Member (Assumes external sheathing of plywood,metal,etc.exists) Wind Applied To: I Narrow Face 1 v Tributary Width of Wind Load: z= Wind Pressure: q= 4x And Smaller(Lumber) 5x And Larger(Timbers) Lumber Material [Hem-Fir 1® Timber Material [iem-Fir Lumber Grade f No.2 '®J Timber Grade I—No.z - - I 12 x 1271 - - 6x6 1 14x14 1 - (3) 2x6 _ 8x8 - 10 x 10 - --j— Glued Laminated Columns _._ _ 1.5E Parallam PSL Columns Glulam Combo.j 3-DF(Visually Graded) o I 5.125 x 5.125 - 5-1/4"x 5-1/4" 5-114"x7" - 6.75x7.5 - 8.75x9 ~ 7cx7� 5x6 Final Member: Sawn Wood --_ Mem. Library: -Choose From All.SizesOf Column TypeI Final Size: 6x6 -- i.:.-.l - Final member okay by: 43.0% . Controlling Factor: Combined Bending/Compressive Final] Member: 6 x 6, Gem-Ff, No, 2 Stresses Horiz. Force At Bottom(Strong Axis): 0 lb Horiz. Force At Bottom (Weak Axis): 0 lb ColumnCalc v3-1WC — I ---- -= - i tiJ / } 11 i" 11 t \ 1 ' I I • I i , S ° t CHIEPARCHITECTX10 ' ��" 1 / / _/ 1'\ 11 "i` 1 �1 ' 1 '' y I` 1 ' i . _ DRr•>vr^: Gr: k�=11 ; l , �. l \ 4 ' /-' Vt• J. STERLING _ 1 Clil / \ • - - ••• � � 1 1 ft ',I 1 I• ,r ++� ' , 1•. I /` ,- \ SGAt E _ rq` • ! \ i • `• IJ_ •j I • 11 - 4 t II 1` / 1 _! ` I \ DATE a 9 1 1I - �11 t 't 11 ,1,1 11114 • . • • { / • • rr • G l8 M1 `\ !+r 1/V/I� 1/201 V 3 in 4 I 1 l ( \ , 1.� 4 I` n 1 1 a 44 f \ a t O � — 4 I W ` k.. :lc ii \t \, f • 1 \ t ::::. _. . ;: :,� n ,.t Y QC Vr N - \ \ Sinn I:: 111 II 14 s 4 (1) A t It, ,+ '_1 •(O 44 I ..O § \ 5 , _ 1 r '� tt f \ `\1 Q ,, !�" O W ,h \ '� O O ''t ' �It- . ���, , `• -..1 n\\' . tt \� t t ty 1 • - /`.. PAT10' \� <..n u c - ` 1'A ,1 .•, ` \ � 4 ' 1 /i .2fi 50 FT �1 ' � _ • t F. I tt \ \ • / �,1, ,t O U rr ' it :111:1-1*: ,, 1 ''] � /,�� ' V/• \ipl�,�_tt pi - v �.,tt\ • , \ \ ' t,1t 1 ' f,12\.\\\ • C 1 p d viE� / 'A \ y`,. PARKING AREA T.B.D. \ r CZ • L_ �' IfIn +% `'I _ ,`$'y ® 2 GAR s1,\ • �; tIAW' ``tt \` sr '-- I , GARAGE �y�.Si 4 t I 1• - L , • • • ‘ . / fs, „ W I t. �.A1' t t t ,` at�•� 4 .� . AFL{ • \ - tt _/' It t j} n/ ts . �` t t ' 0") It� •,, - 61' - y�Of�. - 1`', . I tit ! tit 5tt gyp{ y � ,. 9 �' tt, /i +. � � ... �� '� ', • r�(,1 _.. -S� :' � - td 2•+x' . � 1 _ �5 / / 'lne:f:;.:,..r.i.a:14A:lvJ Ortlt 5 -•+ !I +� �,tt ,jL \", �\.} {, O , - �•' .- `g. �••4, ` .' ♦• '• \ � ' 0Y0` �� . r , 0 ., _ 5 : --- _/ tr I - lima' .!' o '\ .'i•i \ 1 •' "e�•�`•:Bi •• 14 ''�' �,0`Z•c/ / 1• tt�j1 • :_o . � '/ • \ �y Z-0 tI '�' w '' r O . .mow O.O • O l S-r{ 'ti _ ay \ �s�.'� .•.�$�•♦•O> �•r, �/ - 'a 1, y�lf/ '.� . i%• �D. ,'o ,0 /, CLEARING LIMIT. , \5 ` - 11 `�"' ; { ` , O .�. , t 1 .� 'oe•.4?g 0., � _ . • 47' • DRIVEWAY • •R \. � t'- .� /' ,\ \' t'` t i � ' i r �C2 . i'O JJ O 'i'•:O�i�'•,..i♦i•.••♦•�.,..•> r- , - . _ • y.SCpp � 7 `t ;t/ U r . \\, •�•4•ii;0i0 :iwi.:.'OO: fi,4••i♦O •04• 1r•.i - is Y �'� FO '1 ,151 5Q FT. ; F .i lr. • G, 55 GONNELYION. \ ` V S - ter.S\ . ,~ r, y...:. � , • •O. .• o. .t - :� `o,/ ;re. Q LANDSCAPE LEGEND ' 1F l t t.. Y 4Y >:; '! QD•♦ •••O ••00••••♦ O.O•• • 44:•.• i Q ' ', .1 • Fl` - ,J /' „ `t wt.. .:` . . r. � . . . . . . O• O•• ��0:•� tt `! SOp. . 1 Y- iC �� fE%ALY LOCATION UNKNOWN) / ' ', ( i 1 736 5F '`�•' ' ' P ® %/ ! 1 a ' fT' L • �Y t t N till ta- -MAX IMPERVIOUS = d:��`0..: >•�• �� ' /� . I :>d' b � is 1 , Tr r. , 1 ••❖OOO�r ,.O •�, ky\G i•, , ' t. 1 nF • • 8' 1 i f F 1 •00•O•• i •:'•i•0: 0 ,. •1f { a t t��j , ` ` { Q7 O , ).. ,, ` :v i •• • •• .• • O•••f,A'pa,•O, :• , a, dV, - y _ ``t , i '''`i O • tl.K _. ;' :�o�w�,.;. ;:�;;. •:;`os�,.`,s° ; �.;�ti.;:, DA �.. w /:' �' • I t �90 f5 5 LAWN AREA OR II fi�r�;, G :'•' .:•':��'a::%'°o::.�•'•�e:� ,r♦ r.;a.•• •� ' • tidy ,- , LArLND61. � P • � �1. , :.„0. EXISTING z / ' t -` l-1i� 7 S F R ♦••00♦�..•• • • •40•:'••!i••• O,• •.• O,�p•1 A >l, %I •t I , - /•. t . E to _0 t �. 00 �? 3 •• � /< a i a.� to 4 �y, 1�` T •r •00.♦•O••i di•O POi••O••••i•00•0.0.0• \ ♦•♦O�. t ! . /• 1•' ,�^ .- \ ) ' ,• �- — WI 7 /.- 1 I V ! .:'�Ii ' . . .•••• .O O•'•i•+ :ieraeo.•�O•:•.�••' verrreieri,.,t ,,•:. ' ' Li .a ' o - Y�/� ` \ '> n„ t- r- C• • O. O.00i• O.♦• O Vier. OYY g \ �L ` ' IMPERVIOUSAREA• 1 ,1345F•t;,�,••••00•♦•o0•.sO,ov .,o.,Oa,O .4 sue„ ••; o \ l _ -'" 4 r 1 • Lct 2 Vs. ' I '••'. 1` 1 y ' ♦• 00.0•Ji0•W•O•• Owl.••�i••O•••O.•i c!•i♦I O:♦,• I '. i D- VI "} `•'A1 •w•2 I'L : D E GK FF o 91 �,•;.,�i'•:�J:• 00•�'•i:��::•':••-eLO : :9� P••'•'i•Oi:`:•�•.O.d''.�•:iiiO�••Oisi•f��p♦ ,� • ,{�- 1, '`�I-" . • 4 --'/ (`'` `v �, (� ca. - 4 -g • ..rjtl •.�i0,.t i••.:0•O••Sri'4444:::,..*••'•i.••••O.O�•�•41.•44•44 P'S- :4,1...0.•r0..;♦.•44.•�,•. . 7Q • l• 11 �-' - tt J- \ t `', Q W a- o ` • • • • 1' ..O♦•O.•♦O O•x-. •J P�Not O • 0•aOO,1..000.0•••O O - -- - %\ `' t •, m ' z m LU / ✓ - 1 {t ` -1- { •.;4•'00•,O••♦•0 0 i i❖•O:❖:••':e�N•`'a Orr:•S�•••'i':•��GGPi:•e•••OJO�q:❖•O • ° - \ - - --' i- { , 1. `. `t `� �OD 00.00 40 ,•POOOPO:•�,.+• ♦♦ .P •.O❖••"G'O•S .:��Oti,4•p;•�E'�� .•`..,r t i- S 4 ,t�AI t `\ {L Q / WSJ ;, , , ° ,Z•.,.,..,.;.r.�. ..e:>. °.,.�♦�•w� •,�,v;.,...•o.�e0 ....;. f. so:f I b CONCRETE DRIVE / ' I. it •O.O••O••:�•J•4••��p a . t 1••%. •• i'0�00�.i0�* •000:.•.:a��••+040 O ` ! b .- `I' f ` { r / II 1 • • e�••.ti.❖.•a.: • c•.y •c••.•.`�os.❖.r�:•.eo❖..•�.�oa . gym,,% o•, t \ I •.•et•'•i' 1 A �•••♦ •O•••• 0 •0 •• ♦• '•`., ® .s•0 I ' 'w.o-(+ •, t. a ,t � ' •ice-•••"• 'Y �•PAO••O 00.0• .,p�•,•,O.O,Op♦,•,00.,•♦� '� .�.:- / I , i 4 CV / ' ' 1 , f < Y ��,/ \ "+,• ,!1 . L` •%O QO••di•• •• JOii0'•Pi•00•i0 /O••i �va.ow,u 5 S Co • { (�) .44 ,/.- / • '•'`, Ej'j- •, •L'� �t1i. , ,t r j''�. y: ` � - ,-! .1� "y.' ` '{t ,•sJ;O0•:•:+11:•44•0:15:::•::•❖e�'•i•C6,1:. .atb .. !/�� t' `\ \ 722% aLOPE `�..t\ ` t`t 1• BED • J l _ if _• ��J•':�6,❖. ®�,•.4`,.•� r g o '` \ „� \ MULCH - PLANTING E / -. 1 L 'j , A Y' fi' r` ' ,`' { `,+�♦O••0'��, per•fir•'- • .7 �K S�`LPSt'' �� 1�,, \ • ` A a I' ` '�, ,_ O , t,, rr' 't`,?ilxr�yi ''j ' ��,•��� 1 i•40••p•♦,00• •• .0... rc •rkPX.• P f t ` 5 . s%(, \ ...i II-II /' ` j>' it _ $ '-5 • 'I V'4erN gyr ,�dL 1 \ �Y'i�t�' I. t - .kl , i K'r� 1F ! , ' iY' ._: 5 , .! 'V,' ' v f( i O LIJIL �� O/''�� . n 'I , .;fir [lr• - 0.44 1 a.-1 PE t-y. ,\ 0a b! P FYEt rr� _� r t i a� \ A \ V 1 , :111 1'14 4, . 3�,r-I Q. t , • S 1 - itr4i 4 5 t _ Y. `, �, , I �l �t �, rl L;y, - A ga. p� � DECIDUOUS TREE Z_ \ _ ¢ lL O -6 f% , •^ -�r• g 1 —� tit \ t Ill; /l i �l , • 4 \ TT, r E O . SOIL STOCKPILE e b AI' t 1 `\ `5 I 04 v. 1� , <. of 1F4 Z De Z \ ,• ' I w , ', 4093.. G 1 4.49 J Cam- _�\ 4 'l FF = 84.gi�.. - tttt ; ,t� ` 1, ��!! . ' I, G J \, CLEARING LIMIT '<{ `{i roc tt 1 / Vi / tt t• t .!l 4 i CONIFER TREE v Z • _, «�Z`.,N i,, y ,`, :' ,, r SOX �i . '' • I584.01 ills' 000° `11 '�4`��%� � . - 4,1I4 t% ,tom,' /l. lti�� J curet • { , r 1 . { , -��' \ i✓�E 0l : .\ 1 w "t ->- 1 -�� \ _ 00A6c 000 \J ; ' 1 , . • 1i SHRUBS / PLANTINGS dr .\ to tu w �, - SD CONNECTION'. I, ' • '\ JC fA�p}, I i 0 (L\` t{t � �••^' 1�{/. ' -' \ 441onotc.,\..0\30, ,• ' :- t ', , •{ l ' O CJ • \\ - DECK 1 �C� o0• 1 . 1 :...\ ..... ..:: . _ �, m k ,( I � eo • b,� - \ MINIMUM TREE DENSITY .i, \ - ,t 1 \ 1, '� 00 .�, +` 4 4 , , . . 1/�/' AxAC0AfE5NW:GODE- 165Do1Eo t 1 _ \ / - ; \ X— �t 5 F R li ✓ \ o0 '' -/ Gaiwlelion of the Total :wreea3U:lls Requited, Thetotalnumberoftree unitsrequiredE8a i'/ - ` i \i 1 j r IFF 84 d 4 - �- to be provided by a regated rojector tree conservation permit approval listed In 8 liti ! �' t ' ' 1��• , 5ecllon 16.50.100 shalle retiated by dividing gross site area, minus any publicZ\ /� 1 `: '1 f \ 4 t or rlvateslreetrihts4 one thousand Table16.50.120(D). 7iteteaultoflheor�MAX IMPERVIOUS N. OF 200 LIN _: •I S84 5F ', I._-`' P 9nu y \ - \ • I, 1 4 i ./ 1 calculation will be the total number of tree units required for the project approval F / ' I C t \ I/ \ \ ' / i- ; u4thln the building site. px`' \2alC I & / ;' •ON 4 �� '` \ LOT SIZE • 18,496 SQ.FT. TREES REQUIRED: 1c1 IC°1 \ \ I. tri \, � ' / I i \ \84 t -' 1 SMALL PARCEL STORM 3NATER PLAN LOT INFORMATION j° oppF�E � _ ' O I '•` i \\°11-11, 11 1'` �11 1' ' 1t\ `, \ ' . 1 �,•=ILLO '` ® t, 1 SF'SP tl1 GON5TRUCTION ACCESS ROUTE �'� 'r • ``\\ { 4 Is 1 .; C `J LOT SIZE : 18,496 5Q.F7. :�• ' 1 _ `\ 1 `�' A) ASTAEUEEOLONSTR11L�:t ACGE65 TO COMM THE 1— F -• i ''vt, t TA-AC.0NG OF ORTAND HUD 0NY0 INC GOY STREETS EHA:L DE 2x$1:4 �� \ . y'A., pp 1 bl \, ,, �\ 55TA LED.A000 4TODECOssTAVGTEDOF4••E•GUARRY SHORELINE AREA NORTH OF 200' LINE: 6,947 SQ.FT. - (� fY'`\ 1 l . J I + .- w' I 1 O. •\' a. t I • t `. \ 6PALLSAYDOE O/5U/NGIEST LEKOTH TOCAPNRE DIRT AROMA/ • { ■ Wvirp1ORTOCONSTAUGTIONVE11W.f5 ENTESIC6 THE FOPDL VVV Io$,PLAN AREAS ROADY4AY. MAX IMPERY. ON SHORELINE AREA (25%) = 1 ,736 SQ.FT. 15E, �5P5P B 2 STABILIZATION OF DENUDED AREASACT. IMPERY. ON SHORELINE AREA (24.96%) = 1 ,734 SQ.FTr. xN Ef9G5E0 Set 6NA.L DC STASIS UtD VE IN6 HVLN,FIASTIC ,-aI MAIN FLOOR 2 201 SQ.FT. �q8COYER1xG,SOON SOLL CINDER!,ON HYJROfEfIX�61x ORDE0. 0TOEUPIS,. ORR::VLE"O .ONH DRO:MINS1E CLEARING LIMIT AREA ' 11 ,3575Q FT. �•71111 �\ ...i.. PROCSSS OP CONO:RULTWNANO REDUCE TILE TRANSPORT Of € SEOINENY AND fOLLVYANf6 re 6T0*i WATER ' BASEMENT 1 ,300 SQ.FT. MAX BUILDING COVERAGE (35%): 6,414 SQ.FT. I N • 1 fli t® TE _ W _ ' a SPSP It 3 PROTECTION OF ADJACENT PROPERTIES STORAGE 1 UTILITY 563 SQ.FT. A) ANY ADULENTrr1OTCA'.IEOrO THE CONSTRUL5IHNono544ALL OlNNERAPPROVAL DE PROTECTED P SOHOEOWC14f WO i'S T„RLG11OXS UrROF ACTUAL BUILDING COVERAGE (17.56%) = 3,247 SQ FT. SILT rCNCING,DRAINAOEDUff ERS STPAn esES.sTAcorlOCR ;_ - o 1018 1 I ROLLS, EMAIOR ANY OMCRAYPAONREPAPIEDASNECESSA.NC.SHALL IMPERVIOUS ROOF AREA 1N/ OVERHANGS : 3,651 SQ,FT. IHIllAL 1 ' TOTAL LIVING AREA, in A. cjQ 'r, DEW NTA N¢D,I fIUGED,ON AfPA REDASNELE-�4Y DUVNG I AUGU r r.. CouHE OF THE CONSTRUCTION rRD:ECT. PAGE • 5PSPI$4 MAINTENANCEIMPERVIOUS DRIVEY1AY & SIDEVIALK AREAS , 1,105 SQ.FT.GARAGE 536 SQ.FT. A) W`xTENA,LS OF EROS \AxD O¢D;HENTCONTROL ENr•5 SHALL OErEVORNc06Y:YRANOEERG CONSTRIIGTION AS TOTAL IMPERVIOUS AREA : 4,156 SQ.FT. :a 141 NEEDED TO ENSURL THEY fC N&aline.COURSE OF SHOP SQ.FT. THE CONSTRUCTION FRO.EGT. Gin' ,• (� � , PARCEL# P133205 / '_ ANAL-tit-HI i © 5P5PRSOTHER BMP'S OF: L 1,,,/ -7j 6••• ENTRY 31 SO. CT. rir5: t O.EGO.ACK4\TENANGEAADREPA'ROTCROOIONA,D J-I .JV( r SEOINCNTGOnfROLDNr51TKpEEHEDNEL555ARYTOMOGIrYOR NEN I ADDRESS: 3110 LEEWARD LANE, ANACORTES, 1NA1322' HPEPE Lta ENPO THEN A NEIYSTRATEGY 6K\.L EE ore,b tNEO AN,DEP.OYEO AS REOUMD.PERb950f HOW MAIN. OPEN DECK 4&2 SQ.FT NA/dRtLc11/45TAILATION on•nsreus fUyet:S.0R GIeat OWNER: STAEHLING SITUAl1O145 5RW DE NgNITOREO. CHIEF ARCHITECT X1O 0 BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 BMP T5. 13: POST-CONSTRUCTION SOIL QUALITY AND DFA;NI.; BY: PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAY , COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENTTRANSPORTED ONTO a+ PnIRPOSE AND DEFINITION 2p WASHOUT OFF•SITE, OR PERFORMING ON•SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL. THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT. THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT SCALE CV NATURALLY OCCURRING (UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMATER FUNCTIONS W ENTERING SURFACE PLATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND LAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. e INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT CONDITIONS OF USE ARE TYPICALLY STO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH WATTLES ARE PLACED IN SHALLOW BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION,AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS �' CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES SEE FIGURE II-42.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AV(AY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE. WATTLES(P.3T8)FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN I-30.$O.00 ALSO PROVIDES INFORMATION SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION Dh-L - PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLYAT THE MAIN SUBDIVISION TOPSOIL AHD SOD NOT ONLY ARE THESE IMPORTANT STORMUATER FUNCTIONS LOST, BUT SUCH LANDSCAPES -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. ON WATTLES (HTTP;l1W WN.WSDOT.WA GOV7DESIGNY7ANDARDSIPLANS.HTMtlSECTIONI) THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, 0810112018 3 - IT 15 NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE (READY MIX PLANT, ETC.). ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS!PARKING, 1- BASED ONLOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL, HIGHWAY,AND ROAD PROJECTS, THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET -Y.ONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE IF LESS THAN CONDITIONS OF USEWASTES, AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITY AND DEPTH REGAINS 10 CONCRETE TRUCKS OR PUMPERS NEED TO DE WASHED OUT ON-SITE,THE NASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHO1"lN GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE. PROVIDES INCREASED TREATMENT OF FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR • 1N DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.1716 DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS g GROUNDWATER. THE UPLAND DISPOSAL SITE SHALL DE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM • ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS, OR OVER WINTER MONTHS. WILL TAKE PLACE, ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME a LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION, DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. •ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN DE ESTABLISHED. APPI (CATIONS AND LIMITATIONS -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY.WATTLES ARE TYPICALLY EFFECTIVE FOR ONE TO TWO SEASONS NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING CY) -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT 601E AND VEGETATION. HONLFI'ER,ESTABLISHING AMINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON•51TE Z 3rn Ihnunum - MANAGEMENT OP STORMWATER FLOW AND WATER OVALITT. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH U WATER FROM PASSING BETWEEN THEM, NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOLIDS,AND FOREST PRODUCT l.att and bagging NUMEROUS IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH DMP BE APPROPRIATE U) O U. O U. O cn3Ses DESIGN CRITERIA (1) w AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS Q ! IUP45 S -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURIMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3•TO 5• INCHES ON CLAY SOILSINFEASIBLE ON TILL SOIL SLOPES GREATER TUN 33 PERCENT.AND SOILS WITH TOA DEPTH OF 5- O1- INCES, OR 5TO2/3 FTH AND AREAS WFTHIGHRAINFALL,THE TRENCHESD5p10 N710N, RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE 14AxIMUM EXTENTSardbq MC)IL 10 mi pHa6c TUJg SHOULD BE DUG TO A DEPTH OF 5-TOT• INCHES, OR 1)2 TO 2H OF THE THICKNESS OF THE NNITLE.•START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD _ PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYERAND TOPSOIL ON SITE IN AVotesA EXCAVATED MATERL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. •' / DESIGNATED, CONTROLLED AREA. NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO ..•r.. •CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, 3� • a.1. y: OTHER PORTIONS OF TIE SITE WHERE FEASIBLE.y � O tin • • AND RAINFALL THE STEEPER THE SLOPE THE TRENCHES TRENCHES 1��/ir_a:�_a,���, -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS ) .j• Berm • INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. �� �rr�• �' "-'•i�` SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT Ci p ___" - INSTALL STAKES AT EACH ENO OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. '/� �' •�a/r/sa��aa�e\ O �� w'-�„Lek �T' PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: • - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE i'0 a /_����,��"1���T: 10D nun O (] Section A-A AND INTO THE SOIL. 0 - \`:02-1•.,!• ••,� 1. ATOP501L LAYER WITH AMINIMUM ORGANIC MATTER CONTENT OF 10% DRY MIGHT IN PLANTING BEDS, AND 5% 73Ccti I 10 nai plasbc Ling e� •#�-/i16i�s/i�a ORGANIC MATTER CONTENT IN TURF AREAS, ANDAPH FROM 6OT08.00R MATCHING THE PH OF THE UNDISTURBED SOIL, Plan Notes: -WOODEN STAKES SHOULD DE APPROXIMATELY 314 X 314 X 24 INCHES MIN WILLOW CUTTINGS OR 3/8•INCH REBAR CAN \�-�•-t•-�Y=`••e� THE TOPSOIL.LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF ; I. Actual layout ALSO BE USED FOR STAKES. �••'!•Tarest atror: INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS DELON THE TOPSOIL LAYER SHOULD BE delesnaad N Use add. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE N(ATTLE, LEAVING 2 TO 9 INCHES OF THE STAKE PROTRUDING hats drive'cy �a%figad:Iz\ SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, 1 Type "Below Grade" 2 Amrarelewarhaa ABOVE THE k%ATILE. 40147�• ! a Instal B there is • . WHERE fEA51BLE. sgn&a1be Installed `eri/i/i we vAerin 10 m el Ile roadside dldl Dress 4' •B'quarry -4v.-setsgi LY.t••-'•' 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. g 3m lAfd'Ia111 lcrrgorary otxaCete MAINTENANCE STANDARDS spoils `•l�I��i-�4�y�• 3 USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS a washout Wkly. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, ��:%r-{•�:•"':" :•C A ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. �a tip = A.THE ORGANIC CONTENT FOR'PRE-APPROVED'AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING Zn �, .�.,�. THE COMPOST SPECIFICATION FOR BMP T79D: BIORETENTION CELLS,SWALES,AND PLANTER BOXES (P NSA),WITH THE Z ?Mod frame a ra .r .r +r�0� � � -L.-,•.-�.-: .., EXCEPTION THAT THE COMPOST MAY HAVE UP TO 55% BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN o B 1..____________. B ttG.aey fastened '�a�1i-/i�• e ORGANIC MATTER CONTENT OF 40%TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN .'a'(ntlda s. -\1T-vTRs.T.••� •Y-.• ,� Petimea with Me 3'-4' 0 •/ '`/:r�j RATIO MAY BE AS HIGH AS 35,1 FOR PLANTINGS COMPOSED ENTIRELY OP PLANTS NATIVE TO THE PUGET SOUND '�41 slakes iTj (tale) `; �i�• �QT��y� LOV&ANDS REGION. Vanes k�4 10 nJ I+( 1. F��t �% B.CALCULATL-D AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A)ABOVE;OR i: plasticlydng I:� iiii .:Y.a: eE )( 1�1 �\ ,�;, ���/ OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT O \:�.1. . 1 75'pins EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220•B,TESTING PARAMETERS, IN NAG 113-350-220. Stake(gal) ;es I /// \ '\ N1�s Bdvuway atutl meet THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE'TYPE OF VEGETATION TO BE ESTABLISHED. U Strap refs must be .! $P�/'iti. , // the tequaements of Bic 12'minimum thickness L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE v illSection B-B placed alw g Pope A\' , ` Or Ad{ami rdh pc:flitting agency. METHODS LISTED BELOW: 'RI 2 101N pUs&fining contours •\shaN abut 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION .4 N Two-slanatl 2 It is recommended But Pam/de fW width tr 2.12 rough Plan 4i the entrance be of ingress/egrets 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT•P RE-AP PROVED' RATES, OR AT CUSTOM U wood bane / ..fie'; vi: aowlad to that rimed area CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. O Type "Above Grade" with Wood Planks drains uff the pad. 3 STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST Z " ti `•- ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT'PRE- Z '- W to NOT TO SCALE • f u . k, +? APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. to 1--' Tom- 01 •. ^1I 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS 41J OO cTl �(�� ICN B-25(3-0m) �/ MORE THAN ONE METHOD NAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL/HAT ALREADY MEETS THE -J m V lit Fr Figure 11-4.1 .7a "`•�i•. Figure 11-4.1 . 1 DEPTH MAINTENANCE AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO DE AMENDED. j O ? Q y Concrete Washout Area 1 ? Stabilized Construction Entrance MAINTENANCE `° 0_ < ° CO Revised June 2015 �9 depends LV%• Revised Jlnb 2015 el DEPARTMENT OF on sat type and .;.go DEPARTMENT OF -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM goy/copyright-Matt Tor copyright tin inducing permsdsrAar•, dope steepness /`.` Sodknere,organic matter, Please see MyYAvew.ecy.wa.gowtopyrightPUr for copyright notice including petmiss ens. COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND PROM EROSION. ECOLOGY Please see lybsvalf. / ECOLOGY •PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION Stale of Washington fiNbfiondGab3y.and disclaimer tQ and native seeds are Stale of Washington LMatbn otfaha¢y,and disclaimer • •LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. ` ` r1J Ui Pi < captutod DeNrd Bgrefs. _ `J �'\�(,� RATHER THAN CO-REDUCE AND N INUING JUST, TO MPLEMEERE INT FORMERLY ESTABLISHED BLE, THE USE OF NPRACCTTICES. HERBICIDES AND PESTICIDES, © BMP C1230: SURFACE ROUGHENING Q STORM DRAIN INLET PROTECTION 1-40.20-00 '�.'Z�1{ I Purpose. 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 B M P C233: SILT FENCE li) Surface roughening a Ids In the oslabllshment otvegoativo cover,roduces munoi velocity,increases Infiltration,and provides for sediment C,i 11-{ trapping through rho provision of a tough sell surface.Horizontal doprosslons aro emoted by operating a UTor or other suitable equipment 3'- 5 (75-125rmi) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). PURPOSE Q . n on the contour or by leaving slopes 1n a roughened condition by not Bno grading them. Use this BMP In conjunction with other BMPs such ,:;, USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION 5ITE BY PROVIDING A 0 V / O as seeding,mulching,or sodding. \;C. . 3 THE RETRIEVAL SYSTEM N•UST ALLOW REMOVAL OF THE BIGD WITHOUTSPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW SEE FIGURE IL ��` / g• la II-4.2.12 SILT FENCE(PS69) FOR DETAILS ON SILT FENCE CONSTRUCTION. ? v CONDITIONS OF USE; W - . -- /. -L / -,,,-., /ant. (200-25Onun) W-All slopos stoopor than 3H:1V and greeter than 5 voNcal foot roquho surfaco roughening to a dopth of 2 to 4 inches prior to seeding, ''�' ' (;� 4 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01°(15).-Areas that will not be stabilized Immediately may be roughened to reduce runoff velocity until seeding takes place. Ai `,dif CONDITIONS OF USE Z IL Z - Slopes with a stable sock face do not requite roughening Live Stake (Er- • / •"' '` _ SILT FENCE MAY DE USED DOWN5LOPE OF ALL DISTURBED AREAS. • Slopes where mowing is planned should not be excessively roughened, 1'---.- : /// '. `�;,;\,`` SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER TIE TOP OF at 0 ii _�� -// ". j� WA // 1' x 1"Slake '-O THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J Z i ft (25x 25nm) DR.aru wrt 1 I r nr SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOC, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS 0 Z 11- 1 ounnot a\iti'CC1�"�� -1,_ / OF OVERLAND FLOW CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. _ NOTE 1DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN '- .1 ID ,y a, I. Straw rail instalelvm requites the placement aid accuse Making L�L v p,a>• an-� r • Ot thb roll in a lien&3'-5"(75.125mm) deep-dug on contour. lilADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOP. ix az ma,vi3aa.�u.aa• MIL®,p, 011 Runoff must not be alwved to run under or around toll NOT TO SCALE •O'er"µ°0a`s- �-onwevmes. w ala CIL -SC • r. _��laCrlaa m Figure II-4.2. 14 vvvv`ww>r ' ��•n J in Ulm lgbdcatuBbe spiced ggyy to as ca� co m o-aa.Oc.. p b q al sea.Ute sta ILt. 1Nre a s 01 _1 a �aac -� Q�a. Wattles 1 M 1 "at W elladn fabp:Co pose a esoLcs sta. ��---� ! 1 �� ECOLOGY n Revised November 2015 (.... .. .. ... :: . -- -_ .•�. 7dsirlderd tlferagUl fabrl ..�sars it m ..-'�' ���� _a �� �� DEPARTMENT OF m • ' . ` .-.........� ::::: .':••' :••:,••.:::•:•`•i..0li iiiiiiisiiion. it �• a r - c . �• Please see hilp/Alwn ecy ezgoMoapydght.MM for copyright dice NUldng Remission& aaa r•• e.,.•..•.•.•.•..v'•.•' \ _ era State of % ashington Pmhaton oflwbiSty. end 6sWime . , ,,,,•„•.•.•:•:,. ,^ rs �- s� s� • ,• :::1• • ::::!*•,•,•.•.:,•.hY::::::.;:..rupees ■r �•� ra . •••• �t •.ii ♦P,.•..., :•.exY�er Yew r F .� �. r-_mom as L !•:•:' •.•,. •:: : K,::•��. . �i iiiia� i� q m ay. pal m a A YY. •••i{:}Y.WJ:J•ii:•�i•J.�••D�••:::hr •rasa jai �` ma. «•- can a -' gal{:�... .••,•:p,:•.::.•. .•..•. •'.:.•Tnraai -b^: I �'- r tier■ •ai ,.d Tracking wW naUlbmart°° a cr= 0 BMP C123: PLASTIC COVERING r - . •• y up dawn a� ,� ::. •,• .•. .... , the Mope provides coves Mal svi° �'' m. aazm. a ass a ,m _ .:a .•:•:�.•:•.ao.{•:•:•::•dr.•.:.•,v•••O f>ti,ti•i ar■ • ^: peD gr c+. •,� 0 �\ a• SE: Y•:•:• :.•:::::A�::OON.•li{JV'ii:'••1:,::•�•,,,�:',y:� pG t• iii aEig catch shad. raiNall. end reduce runoff. \a► Gags.a� PLISTPURPOIC COVERING PROVIDE5IMMEDIA7E, SNORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. •' �•Ne, •••'-':•�•:•::•:1:4•:'•• '%Y••• e:•�^"•T•: •'•'�'4•a`a •EI Sm I EE 3 wmrwa /� ..vS••�• Vr<�. 7%•.•'.'r' i• E dug Tracking CONDITIONS OF USE IL 1-l nail gF PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, Mygp num I II - 6'max 1 I ogee EXCEPT AS STATED BELOW 4'x4'(tetnth I I I it a. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY jJ { t �+53yX1 1•r;• RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING HAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX Poll cpad ng may be itnt70ated J/ iii o' =Ia llc 2'x2'wood poses, steel zV o� 11=11=h' MONTHS)APPLICATIONS l0 6 N w re bad vq h trsod fence posts,or equivalent > 111=111: awvasORATE to b 1-1 l-ll-1, - DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UFSLOPE OF AREAS/HAT MIGHT BE 11=11=11=1 nrcro °"N'm`mowA �ft�a�/ i:9gt ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. �� PHI �1.1111 11 Hj_ -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON•SITE i� ll=1l^VI r 1 1:411 MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY r-� i3 li ;rd ' II=h I•I-11=11 �• 2xYtryl4 Ga.vAraaequlvakra. 3Zix;= i, ,=11=II=11-11-1 CLEAN MUTER AYLAY FROM THESE AREAS. Ter - _ Bstandrud teatkg0n labile used 1' •II`-II"11=1T=�= Q �tp`-''/7 �rs� _ �(_ X l6z r=II=II=11-II-II• -TO PREVENTUHDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. ` / G ..-� ' emu ��^i•^^ ni I 7 50' 8"min -Il-ll-1, -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND `� f! - • _/~/ { E zI r=II=1r f=11- .. .�=T . h: . :� 11-11-II' . (t6m) (150mm) 1=11=1P DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00PERSQUAREYARD. ' _ -�- 4. ea Flint fabric aEr"IL 1=11=11=II=11= -11= WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES A7 THE BASE OFTHE 2'frdl 0 °yoi 11=11-.. Ire =11=11=11• -II SLOPE. THESE MEASURES INCLUDE PLASTIC-COVERED BERMS, CHANNELS, AND PIPES USED TO COVEY CLEAN \\ ��� 3 50 =11=11=1P . 3 � v 4 3g: =11=11= RAINWATERAWAY FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED z8 1=II=11= �t Contour Furrows SLOPE WITH DIRTY RUNOFF FROM A PROJECT. qi NItlla T'Oe vie t•Aleaee IM.IN( g � g` I tii ll 1111=11 11 Maxlnum Badcfietrenchwith At/�c, n' wo lie a le-A=11=11r-. 1,6•wasled raver 11=11=11-II-h \x; .. rawv g i�'�2Lran OWNER APPROVAL Groaros vAs rattle see41ent1mr, 11=11==11=11 A -N= I"\ rampem 4lntmum ,�'i` \ .11IIIIII- . = - ' INMANf°" 4•x4VeradH mulch, raiafa4 anddetrease lunch 1111111h• r )111=111111111111 _ .1=11=1111111INITIAL IIII10��0-11tl111111II=II=1 posts. PAGE =i)= NOT TO SCALE raw �re--am>" fence posts.wood eWlwaaIOM NOT TO SCALE Figure 11-4. 1 .5 IL.. � /TOIIMDIWN Surface Roughening by Tracking INLET PROTECTIONMUM PLAN 1-40.20-00 61 Figure 11-4.2.12 and Contour Furrows eQrtrstam Silt Fence OF: DEPARTMENT OF movevw1ONMAILICATON DEPARTMENT OF Revised October 2014 Revised Jura 2015 paao pa oecA LY OLZO-07 ECOLOGY Please see mplAwsw.ecy.wa go%.t 4op pM Mmf forIncluding copyright notice perMsdorm, •~All wow �,._.... ECOLOGY Please see twplAwwa•eLy,wa gowl.`npyrrghr Hmrfor copyright notice Including remissions, State of Washington limitation 01 liability, end disclaimer. State of Washington kmlatkln of ilabarly.anddbclaaner. LEEWARD LANDING PUD AUDITORS CETL;. : CATE A REP LAT OF BLOCKS 1201 & 1301 OF THE RECORD OF SURVEY AT THE REQUEST ''''::::::.;,,..I.'_E K. HERRIGSTAD NORTHERN PACIFIC ADDITION IN SEC . 23 , l ������� �� i1`' •L. ►I e 3 N, d V N�f 1 E e 9 W.M. / - - SIIayit County Aud(tor"';..7 �,:, ':1ir 5/12/2016 Page �i?;nf a 411:D7A +f'• ANACORTES WASHINGTON �,`A( "::.r,:`, ga ‘1....te). !N' 4 1T0 '-'` -= ' ``:= EPUTY AUDITOR ggs' \p, S�oRS� E c y E +•1� �, - _#tt-•AL llri .RtA1\TION ;,�,,,,;.1 bc3b1 ti 60• P� pRA FR p\F N . P�� 1. Atgsessor`. , AocTurir,:No.s,,., 5Q,13-0-004-0007, P31716; i 6g ��CNN\C C�N�M p\PF i + `\I^ �; ,,., 35012-,,-0%.0C� -•01 t:�i, "( •,.}+; {7•.,5809-201-010-0108, P58264; �� °° GFp Olt $t°R 1 ,- /� Sr..,:& o N '44009-3,0?Vol ov'I 05 P g 82,0 G\P 60 �gAC\��PN� OF DPN'� \ +9�� 6' @1\°� ;. ,,,2:' ,;>;,Qes ripxlG�+ and ex' tYnn information is from the Subdivision 5 FROM gp' 0p °C 'I �- : \b ,lg rF '• `� oran e , palm l SG -08002115, dated February 10, 2016. 1b ✓ Ah. \G` w P., SM\ ',c4. TQ ` G �� vN \S �OPO \16 S(ORM N( - w Nw AT t ;Yt:3 `:phis s ro ,erf ,;,i a'SU8,1�C7� and 7 ppFR� pF bg' \0 FpSF.ME _ �G � r ;w� ; �. CE�E� 62• D�\�EtZ OVEN - — 3- .- p4 ,..• ,;3gr. _ - r C.O."Q\PE _- rat ,* N 1G 't _"' "``,:_. •''lit. 6p0.5 $\ORM �- - -� — — `� •va0 0'3h t.te0 recorded under Auditors File Number AF #201510070026 (PSE �p�FR M� / AZ„ VA "sue- —G SC4aAC \ ! : a: :;, G'-1: ,easement over newly installed utilities). �\\GN 5' A 60 0b r,: NG`� -- :UI\D\N \ u,On+!`' ,:` ;i_ `t 1` ,;' (S� g: ( ) Density �, i }4. Zoning; R2 Residential Low District. p1t pR't ✓ N 10 \I, �- �- o o �`.' t�• .1't ''' T' '''5. Water Supply: Cityof Anacortes. 03 \CQ I ?,: - -�'' 1 \ n, r,:.�''' v �:-s+ i' 6. Sewer Disposal: city of Anacortes, �/ 60 G�ppF-GNpg, `�i1� tC-- ', ' -•-- / , \ 1 4.„ BLOCK K a 1 (1+•'�" .:it tri. i.yr;:.•l....a.10City\�- - g0 ' o max`',.nYfi© ��..C� `` Y 7. Storm Sewer: of Anacortes. �p FR K SC_ .- -- -' \ \ N 1 ��- v, - ` ��,i .� -1 'Pi- T: 8. 0 Set Rebar and Cap #27807. 6003 sox, 4p�� °F 6PN t� ;� �5��- \ ,..,o, f <..—'1"-''' , it i• \ 1`' < 9. O Found Rebar and Cap as noted 2-29-2016. OF Z°e S�h�4� i \ N 1 .:ste:::. ` :,,.�,,. � �, . 1'IA C p •(0p G \`IJ - se ♦ - , \ r^ ��,�'":,C 1`' "` ° 0 10. Basis of bearing: Center lin of Oakes Avenue ROS 200408120020. g00b 0, sI°RS6 ENS \40 — • ---- / , \ l o`''o,� fr rt '"�: z �ti�;. _�C �,: .:: ,jr ' `��o� a 9 # \ - - ,- "CV R \ cn a, �s \ in v\_/.7 c \ v_, ,cYoz.{''� ee • D�p,1N 0`1 F �`_ - Ab'/ , .� l �P O �' 1 CA Q\ w '' ti`ii2a S \ �.�� ., :;:,,.: : p CF.\XF.R P\PE - �� i SODPC\ \ S1°\0P0� \�q u o��8,a� �'•; . o� �9 \ Srt �''� D\SiLD \ in o w '� ! �+ \' f' "` ;, i r G ist ww tJ / - 1 , o \ r,, l� ,�j SF 1Au'' ,r• " ''' \ .;'""":, ` (RAC�bcJ PR Y4 ..h �,_.,, F! �r�f( , ,� 1 ;- BLOCK �. - h G I ° \ `o, on+ c,+ 6 ''•:, 1vE i �:, .*: ",:'''•t,,,...,..;;.. Nk �C Sc CW � FN 1 St} i t 1 r,-, o g s i r N y o w�` \ `� �0�1\ SF \ SF\°i� y',2• �: - S��S 9636 - 0 N 1 o 130 ! i 1g+ �, \ 1p °�OCipPO Vi'' i:.;:.,..‘ 4' \#ii `'.0 -' �p0 `•' ck, •a1 \ N W J p \ '� \ W„ -- \R ''`'.1). •��,• pQ C�Q\`` �j r (,a I •�0 4 wa+ �Y 16, - �u x1:- \ OS �i • AA' 45' \ -+ o �Q� \ $p \ ,.. a::, .,,. 5' ! F,ME.t--I'p� ; \ rn �7p SF N It' -., N , •.f.,\ck-/q \ �,S el _. _— D RAF / 'N Tn. �Q) \ \a' 8 \ -Fr ENS ':.�� AR %i\P`�\ ! s\D aAc� 1 y 6°F. 00 _ Sc V \ M s�'•. - crry OF ANACOH 1 ES FN p�\M ,\yg'� .�- ._45' t \ N 0 23 � C\, t�•� FA ,;s•• .,;; �1n �, t SEA fl� C C' P\,S 2 \0 ✓ \ v, '` 2\ `' 2 81 \ $''- °C sc.1 v \S\° sal f``'` .,� ''^-gt: -t1� ;F;�N FC` \ o tp� 3A4 N - ` Q ° - ASS 2A y�oA`"•,:. �?st` <M \E 4 �� t \ g 1. ! \ 16 - AGG p,1F. ,•� .., ,- '•'4. `•, :s`4,it. 18 1It3 g0. 39 c30 J w \ p N,,:, ,;:,.. 62`� � mrmrmmmnr�rrrnrnmmUlIDpn, �;NER/?/ r ` +\ [h� '-� + _ of w SE!� • 1 O.kxP. j • / \ •�,_/ h T,.- CSS C D �:.1� nC� 5 ,,,5rY'` •.,C;k2C�° p, ... •Q It' A''.. sZ SS,, 1Y .i- " `a a': m ',� \ A z;. 4 ,'„ ° . °d ���J> . ADDRESSES • \ ' ill \ \ - h?�i'`' t ;,!`"`.'a,•r:' - 6a•°'' 8A� h�\\F�OVG e• i GGG 0 .••9ecr o�E �� v, \ i ''3 °� \ -- tr "RQ\p�5 /�^r�`� SHOWN IN BOX ON LOTS L °5• ; \ ! ACCESS TO i '. `l tjy': s: F V �/ �Ai A11� /L \\ LOT 1 ir oP ''- I u =:t' 6;' 0`f'1 l'f'r'' fk. % PROPERTY LINE TABLE ® HOA �rll,' ��sf "'i:. +" :,, fah .R �� 2 NO. BEARING DISTANCE \ �: '� `+ �0°',= I :' -g g96� 1 N 18'23'35 E 23.97' SURVEYORS CERTIFICATE '��'�\ LANDSCAPING g� ,. 'h ..,,,:_.+' S -E-a, EASEMENT `' :,s�' % t-39' a;: ' A2. 2 S 20'17 36 E 99.36 1 herebycertifythat the LEEWARD LANDING PLANNED UNIT ! \ ' ° �- = "'" ' rk22- DEVELOPMENT i based i - ` %jj•v D,�t� ,,pK j� N �9 f, 3 S 41'40'57" W 33,98' upon on actual survey and subdivision `' 4 S 20'17'36" E 71.94' performed by me or under my supervision of Section 23, \ \ - ''' "-,i $- :'""2A0' {� ,Ow';;, Township 35 North, Range 1 East W.M.• that the courses and C' �"t,'��,o<•' \`L•�r �•�.'` ��'a PL :;•L,r�'' •.- 5 N 69'42'24" E 30.00' , �� ,=r"' .,a- '•ate :;�'`'cs� �� SEE SECTION TIE ON SHEET 2. distances are shown correctly on the ground; and that I have \ ;r•''' 't:. ".b,: complied with the provisions of the statutes and platting ►t0 : •, e: „ '''�s;, 't''- `'�.,�/ regulations and that permanent control monuments have been \-- '•' "1'S as.'' .:a,,''- l``':1!"•4. established of each and eve ntrolling c rner of t e parcel „..a sit' 'e�Y .' ~ �`I of land being subdivided. !)1 fa. ,ff .,,`'"',> ` , ;;,{{ s / DALE K. HERRIGSTAD, P.L.S. i�CJ_ • f .t �1r,,,j 't.,r t.., rtificate No. 27807 i! lY 'iF lk•G,. :iA '' `III/1 4 Y /4— a �. ! Date (-V1,7 �`_ f • - . I PW #14--013—DEV ,rh :L ., f:',` ";`r PUD--2014-000 1 , SDP-2014-000 1 -;v_ :.,::.... 1 , SHEET I OF 4 PLANNED UNIT DEVELOPMENT OWNER:si` '�:,�•t':;:; \ LEEWARD LANDING, LLC ', a " .,e' P.O. BOX 319 ;.:,,, x �{ �:;,,, G AP �C.,.,,':- R H SCALE le. \ ANACORTES, WA 98221 OWN BY: DKH `lit• `. '�,,,,. '! `•'�, \ 'r>5, 30 :�, • ;: 0 15 30 so 120 SURVEY IN THE NW 1/4 OF SECTION 23, ,:_ t:, TOWNSHIP 35 N., RN6. 4 EAST, W.M. CHECK BY: OH '''-> ; _.'' �N FEET SKAGIT COUNTY, WASHINGTON DATE: March 2016 -'-'' ` t P' 1 inch = 30 Ft. SCALE: 1"=30' SECTION 23, TOWNSHIP 35 N, RNG 1 EAST HERRIGSTAD ENGINEERING & SURVEYING 4320 Whisfte Lake Road, Anacortes, WA 98221 (360) 299-8804 Job201283 LEEWARD LANDING PUD _ — ICI milii���� l iIB�I�I 20 ,,6t1511 0 2 A REPLAT OF BLOCKS 1201 Sc 1301 OF THE Sk:t�II000R�Y.,U(I(Zli5 $173.00 , 5/12/2,916'k 3 2 of, 411:07AM NORTHERN PACIFIC ADDITION IN SEC. 23 , 0°° ,n IG.,zi ```�::: ``';...,. i`-� ,. T�VI�P . 35 N R N G 1 E .1Lt1 4 , W.M. o = t( t` ' ,r:: ANACORTES WASHINGTO s:. .",: ' as efAi. ^,�: 'IS, r1•�3 . 6 p w l':; r: _ y IA boSD CAP WPG�o SF �' ';' •1 n� S 5 p lil a u- .,:(P. a;,, 5;;i' m r< op I` iS �7. ' ' ems \ Ln 54, %'Fe \ \ BLOCK \ u7,)".::- '.• :A. •:%•••• ,p ''):-" \ \ 1 101 \ 0 J 1.." \ 1 Z.. :. G \ y , J \ \ s; \ (k A e \ G aJ �i 1\ \ !r>1f \ '.> ^ E - ; 0 \ / \ , BLO • is Q 1 O� P ^� 5� 1\`i 1 3?) / w �:,y'� `'\r:•, ��'•.'\Y'i:, i'...:sf }� \\ \ ' \ UO' , bq 2, 'f `°tea N °�9 \ i \ �\ , y-`:.• :,:. \1. \ \ 'VI „ 1 6� \ \ 6°' N JC' oO �O \ \7 \ / �T \ Cr' .y3F" ''�'4 `''•.. IL '1 c:lr.. '``:;pa-_';'''T �_ i'' \ l\ \ \ ' °� 0� ^ F \, p\-1\NM 1 \ �:•:: S. ';r \ \ �1\62 r,9�° '� \ 9 20d'i \ 1 0''; '�:. ir., -4. \ \ \ \, 6T '\o \ \ BLOCK �� • s.:' ; \ \ �o'1 ' \----- �po2 \\� \ \\ 1301 \\ > .f,'' - \ \ EN �o \ 2 /p '\ \ \ \ PSG \ 4 �= -�' \ ;;f"r' '1' \ 41' � / 0 o O o UN VI c., 1)-r7s(?)\,-. ',.... , ;� :, \ ;,: iy,. 19 9 5 BLOC K BLOCK \ ,;:,.�,::,:::,,:; ,yy.. '=l, �� 0cz, 0 1 401 \ �G \--------- \1 <r` rti.rt. �t:;� ' \ ��' AUG 0 •0 018 [11 — 0 \ .r,i''1: II `,4;.. `CS '',4 •"•lt, Y: _ - -----\'' CITY OF ANA Ofi IES o' y.` 1,• tip:;. 'S N ��,11r11111)111))111)111711111U)117)1111U1)111))/,1JJjlJ • i,t - Al ;ii;, r ;,. }' ;.;,,r ' BLOCK NOTES F,;=of - ,...-A ____\__ ______ --- di% OW 111 ..\?..(:),,,,. ' '�� 1. FOUND CONCRETE MONUMENT 1N CASE WITH COVER 5-22-2015, al IR- A•'' J;`4 /'FAO °g2,, / .,.,.„'q::: L ,:•',, 2 Q FOUND REBAR & CAP AS NOTED V1SlTED 1 15 2016. ., 15 �� ti 'or 2ov " E <<,./'s•4. 'l'r .A;; 4'' ow:� � 27D07 /� RCS ' � '' Art .:ai' {iti;$�' ,^sS;�F°ISTERF° ti / sir AI'.r`IJ: '•...i'i+ ':_ ':1- '''ClL \ �° --iII(I((ff(UUff(!(fff((((((ffifIll(f(((((((((fllll,� :� 4.c 's gyp, (0-1 it '� ir.. o r:i i ,;� ,., �� In 1Sc• ,li' mi '{r:. ',,�. .jn PW #14-013—DEV O asp '',1. 'i1% '""-- :_; ,i;' °; �._ c:-.3'•i�. ):::,�, '61:::r':«Ii:`•' ..::41' P U D—2014—0001 , SDP—2014—0001 SHEET 2 OF 4 n;. w t^ NCRi`E=:,,gi,1MENT , , I,,-,I.N- , VISITEDPLANNED UNIT DEVELOPMENT OWNER: `'t;^f`9,,. ''',wvOr'•,•eh,,-';.,,...2—t F09 LEEWARD LANDING, LLC P.O. BOX 319 1= GRAPHIC SCALEANACORTES, l}-I; ?'' Z:;\ `''` WA 98221 OWN 8Y: DKH Vie;; '. , 4a, -r. • '' 50 0 25 50 4 n.: ; 'A;dl' SURVEY IN THE NW 1/4 OF SECTION 23, CHECK BY: DH ,'' 100 200 ''�Z; l TOWNSHIP 35 N., RNG. 1 EAST, W.M. 2 23 f SKAGIT COUNTY, WASHINGTON DATE: March 2016 ( IN FEET :...,.:. ?' 1 inch = 50 ft. HERRIGSTAD ENGINEERING & SURVEYING SCALE: 1 r'=so' 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83 LEEWARD LANDING PUD N aIiGijI1, U I 2.01605. •t0Q 8 A REPLAT OF BLOCKS 1201 & 1301 OF THE CountyAuc�i;eY., ,:,}-• `t:,, $173.00 5112l2016 Pag¢;M1,,,,. 3f -��11:07AM NORTHERN PACIFIC ADDITION IN SEC . 23 , �': �`= ,,,, "''t.i.,: r- , _ TWP . 3 5 N R N G 1 E W M �• ,iir.. `h '``, �`,_ 4}e.: 4a. ,. fry,. •(p j r y ' 1' 'CI WASHINGTON a.' -:,;.. 11 R ; ANACORTES , r ,'if, _,_r,_ A. aa' .4:' ,:c 0 .8 4 /01 u i. ire.. ,�'i�P. •�,A `:. '''7,:i::. • AUG r. ''lit• . y .. I%� ,,''';,, "z!.,.:, I. CONDITIONS OF APPROVAL SIGNED JULY 6, 2015. LEGAL DESCR=I'r`'TIC1 t"�;� r' .< l-Isl�' PARCEL „A„. s; = ',,_.• .I;''' e ITY OF ANACORTES 1. Sanitation, recycling, and compost collection shall be picked-up from the 13. Development shall comply with the issued SEPA Mitigated Determination of ,t; `.: �•'`�!,;. ''•,; r'l'>, u- ,,.��'' -=� internal private road serving the subject replat/PUD -not placed on Oakes NonSignificonce (MDNS) mitigation measures as follows: i''•t '`;• '• i1 Lots 3 r t h 1(: it i�sr . Blti k ''I'2Q< NORTHERN PACIFIC ADDITION TO Avenue. A. Development shall comply with all of the recommendations of the � ;r� � c•.�:, �� �,, , _�'�� ANACn�1ES,' S, pet; pjiii0:::recr rded'sgn:,/olume 2 of Plats, pages 9 through 11, Geotechnical Evaluation prepared by Geotest dated November 4, 2014, listed "'•t,` , 2. There shall be no parking permitted on any portion of either Oakes Avenue therein (MDNS Condition #I). inclusiV3 r*prds�<,,off;Stepg'i.1Cctnty,''`Washington. or the one--way street located within the development. No parking signage shall B. Pursuant to City of Anacortes Shoreline Master Program (SMP) Appendix 'N'tut p in''. .., Cit'y::of Ari car s, County of Skagit, State of Washington. be demarcated onsite. provided or as part of an approved alteration, removal '•;: v.! '% •r•,:e.„, re.- A-3.9.4, unless otherwise of vegetation from an erosion or landslide hazard area or related buffer shall be, '•� 'th, ��,''.',. "I'`if;,:r'" 3. The proposed storm-water conveyance to the public outfall and easement prohibited. The applicant however has submitted a geotechnical report, tree ,i. '';;iz PARc`' L �,,13 ' `•�;;,, ;''t. shall be considered private and maintained by the property owners of which it preservation plan, and landscape plan addressing proposed vegetation removal. fti '' ;:' serves. ,r.i, All thaf;:poi!ion .of,-the right-of-way of the former railway of the Great Northern Any vegetation removal shall be consistent with the submitted geotechnirgj r '`�iA `5��.:Railway,�;on�pany in Section 23, Township 35 North, Range 1 East, W.M. report, tree preservation plan, and landscape plan (MDNS Condition #,I,'Y' ^ :. 4. The proposed 10-foot storm drain easement and collector system near top ,,,,: 1:,,;'e "`'ii,, '•tlescribOb 0 follows: of bank shall be private and maintained by the property owners of which it i` 'eV- `''' A serves. 0. 14. The Homeowners Association shall be responsible for the marote once of , e in• ' all landscaping provided alongthe sidewalk frontingthe etFt that ,=•,. ,9..-4�tzq at the Northeast corner of Block 1201 in Northern Pacific Addition to P g subjectPrrP y ..r x Anacortes, as per plat recorded in Volume 2 of Plats, pages 9 through 11, 5. Proposed 15-foot sanitary sewer easement for pump lines and collector side runs parallel to Oakes Avenue. The height of any trees planted the:eiri'•cshall be `??:, t•�: inclusive, records of Skagit County, Washington; pipe proposed private similar to the landscaping in the San Juan Passage de; f�prin' tt ND °tinting it 11 thence Northwesterly along the Northeasterlyline of said Block 1201 extended, service i e on the north side of the ro osed manhole will be in a : Oakes Avenue. This shall also be reflected in the CC&Rs.•:; dditiOitgllY,i the'c,;,,, ,;its to apoint 15 feet distant Southeaster) measured at right angles, from the easement and maintained by the property owners of which it serves. r Y� 9 9 maximum permitted height of the fence proposed ,ocq lsa wit*tii tI . ffL� t yii�`if"'••''� "%, /I center line of the former railway of said Great Northern Railway Company, as fi. The project shall comply with all applicable Shoreline Master Program setback shall be five (5) feet from grade. rif' n VA I•I,�. located and constructed on March 6, 1940; regulations, including but not limited to, Chapter 5, Shoreline Environments & '1:- y: thence Southwesterly parallel with said center line and 15 feet distant there Associated Policies and Regulations, Chapter 6, Environmental Protection General 15. Before final PUD/ replat submittal or..approvil is.;,given, the p icant/ from, to the Southwesterly line of said Block 1201 extended Northeasterly; Regulations, and Chapter 8, Specific Use Policies and Development Regulations. landowner shall submit a 5-year mairitaitibn eIri,;pnd .;.>;noii;.toring plain tq the city thence Southeasterly along said extended line to the Northwest corner of Block for approval for all planting along•,thf 9,u13kc ,, tr&ii. ptiyvat.;;,trail,; idq alk located 1201 in said Northern Pacific Addition to Anacortes; 7. The following are the minimum building setbacks from the respective within the right-of-way, and plq t'ing+n�4Nithin''�;he tekitlivrti,Growth ;Pi tection thence Northeasterly along the Southerly boundary of said Northern Pacific property lines: Easement (NGPE) located onsites,, +,; ''-:r.,, '` "'' Addition to Anacortes, to the point of beginning. A) Front: 20-feet r': "5+, E, B) Rear: 20-Feet C) Side: 5-feet 16. As modified since the SEPA MMtNSkwas issued, :,bll structures shall be Situate in the City of Anocortes, County of Skagit, State of Washington. setback forty-five (45) feet from thecr to`{ar;.4,of th�4'' bctnk of the geologically 8. Both Tracts A & B shall be owned and maintained by the property owner, hazardous/ steepslope. "", °a a:;?'' PARCEL "C": property owner's association, successors or assigns. . °Y:ti• r```` 17. The twQjhty•Fight (28) foot high detcit d accessory structures (which may Lots 1 to 10, inclusive, Block 1301, "NORTHERN PACIFIC ADDITION TO 9. Private utilities shall be owned and maintained by the property owner, include ADUsNhdit,,,not exceed sixteen (16) feet in height (maximum) as ANACORTES," as per plat recorded in Volume 2 of Plats, page 9, records of property owner's association, successors or assigns in a manner to ensure their measured above';p,OrNs. Skagit County, Washington. functioningconsistent with applicable regulations. r'f` '•'r' '9.:. ti;. "i; ;. .. ,t, ,. L,; .i,:r tji''' Situate in the City of Anacortes, County of Skagit, State of Washington. 10. The lots in this subdivision are subject to applicable water, sewer, and i?;. `' `0'`•: ``I.1„ 'I'"`• ,=''{i stormwater general facility and hookup fees and transportation, fire, and park "Ii;r,,: PARCEL "D": impact fees. These fees are payable at levels in effect at the time of builditx ';; `.4 ''', "'»; 'iP ;1 ':`: That portion of Government Lot 4, in Section 23, Township 35 North, Range 1 permit issuance and may differ from those fee levels currently in effect; seer ''�t5, '.: `,s,-- ?..- �:•;; „•Sr' and water latecomer charges may be payable. .-� - s:' East, W.M., described as follows: ,pe. F t fir'• i'' Beginning at the Northwest corner of Block 1201, "NORTHERN PACIFIC ADDITION 11. Unless otherwise outlined within a vegetation management Fktin t a .,h,c;s' '°?_ 1,< �;; been approved by the City of Anacortes, within the NGPE, vegettiot��"or tree '!•. .:- TO ANACORTES," as per plat recorded in Volume 2 of Plats, page 9, records of removal, topping, or trimming is prohibited unless approved byi'; he,l'City. The `,.1- ':::t •:;:.` Skagit Count Washington; applicant would need to submit an ISA certified report that states to tree is ,,.;t•` tik R; ,;r thence Northwesterly w, along the Southwesterly line of said Block 1201 extended, dead, diseased, or dying and hazardous to surrounding;''tise.s, al,ng-rwith a 'f=: to a point 15 feet distant Southeasterly, measured at right angles, from the geological hazardous area critical area report to t1104... i€1r, o '.I.Anat..ort"tsr Plannij; •i?' centerline of the railway of said Great Northern Railway Company, as located and Department and Parks and Recreation De artment oh;:revi, w'ci$nd'N,presaaJ_;;,%f constructed on March 6, 1940; P P " ''� thence Southwesterly parallel with said centerline and 15 feet distant therefrom, Notwithstanding, vegetation tree removal from•,;:�iii ea<vsion a�_ lai��lsli�i'�:,,�hazard.,,,,;r�'' to the Southwesterlyline of Block 1301 in said Plat extended Northwester) 7.TG 26tW4 . '''''.;:;r,fa::. y; area and its associated buffer is prohibitedJ:-�pe�K-:RAMC §,,,� I, ,�) • -4;.. ••; c •I V.: thence Southeasterly along said extended line to the Northwest corner of said L�, ,rr� ato- ,..,, ... Block 1301 12. One twenty-eight (28) foot higttx;•''t.etattied',Z?Oggisquare f'dot `6rnaximum) „ accessory building is permitted orj;<.-eagh{`'lot [r,•rovideci'''it is in corn sffance with all thence Northeasterly along the Northerly boundary of said NORTHERN PACIFIC other bulk and dimensional stasttTars"for the .ti' net;,except where modified ADDITION TO ANACORTES", to the point of beginning. • through these conditions of • rpprgfral, Wfj i''ka;an 'i�ee§ory dwelling unit (ADU) is proposed within said building;'`the'''s?4ivirtg'r1'sppe'e shdit,,noca. exceed 1,200 square - Situate in the City of Anacortes, County of Skagit, State of Washington. feet. Impact fees & GFC shall Ale ' 'ah ` e"at the ti 'of building permit issuance for both ,t}T a tit1: nd 'Omar" residence. Th. 2,000 square foot (maximum) perr>tted;;,zecvsdry bd#tdiri ,size and 28 foot high (maximum) height limit vacan0e/deviarh a cilWy dpoligfi: to lots 3 through 9. Accessory structures on £tot 1, 2, & 11 sl•1 ill r7 et:'current zoning code standards includingybut rot limited to m xirrhum ' emitted building size and height. 114 _ PW #14-013-DEV `'�' `,_ "�:,.•., ,., `' PUD-2014-0001 SDP-2014-0001 ::,• •::,-, or SHEET 3 OF 4 „ PLANNED UNIT DEVELOPMENT OWNER: LEEWARD LANDING, LLC •tip a. ,:;,; ,,, `` `'�: k, P,O. BOX 319 -'4s.. •'''is sli ._',i`;>.!}''' `Vll)D)ill UIllU))))1)"1"111D„11D WA: ti� '". tiER I _ ANACORTES, WA 98221 DWN BY' OKH e `"�5., „,. v4. `'t,- ,: - I�: '""S. '; =b/olk SURVEY IN THE NW 1/•4 OF SECTION 23, c Ec B DH ..q., r =ti. _ _ rTOWNSHIP 35 N,, RNG, 1 EAST, W.M.• H K Y:,�I `►�� �'�. SKAGIT COUNTY, WASHINGTON DATE -4.,;:y I•,''•rsv:: �'. ,r k. 4`�y:'.,' 'C!S(EF� ,CI'�[" V : March 2016 '•:: ^ S'4'AL LAB SCALE noted .,,«r�„r„rrrri�irr,,,irrrtrtrrtttrrtttr«rrrirrr,,,, HERRIGSTAD ENGINEERING & SURVEYING 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83 LEEWARD LANDING PUD 111�1111101111�110111111'll�llilit .,.,. 2016051 'E:021t A R E P LAT OF BLOCKS 1201 & 1301 OF THE Skagit�aunty Auditge'r'! •,,g�''4r:. 3173.00 NORTHERN PACIFIC ADDITION IN SEC . 23 , 5112f2016 Pay , '';a,;rt of ''_.': , iy�.,4„, TWP° 35EDICATION •" ;�`; '+z,� N RNG G 1 E W.M.W M .U�E,eti;;:•.. 'SiA, '!:_ ���'�.• W ° ' Know All Men by these Present that SKAGIT" ANI':<,.Mdrt 'is:" Hiders and t`ry' t. ANACORTES , WASHINGTON LEEWARD LANDING LLC, owner of thetdtt'> , herby'4 1`itted eb'are,;this plat and :) F Cri 9 � i dedicate to the use of the public.,Prey ,, stress dlld dVs ,des sirwn hereon ,, q 3 and the use thereof for all putklie pi;{r'poses cons'?s3tei . with ffi :,rilse thereof for y ! public highway purposes togei<kti r••,�/ith the•;;fi'eht to"•'.;•knafte, all necessary slope for 1 •:.' i EASEMENTS cuts and fills upon the lots '�� d `t lock :-s'hgvfr"i herec itr,;the original reasonable i ( S 8 ,I� QQ PROPERTY NOTES: grading of all such strg tg am;lavr rl s;,,is town hereorl�;!lie Owners and their 1 li i AU x •O Lo�U ' 1• An easement is hereby reserved for and conveyed to the PUGET SOUND assigns hereby waiver!fall ctpims°I pr d 1 ages�agb'iik t which may be occasioned j 1. Tract A is to be granted to the Leeward Landing Homeowners �j ENERGY INC. A.F. NO. 200807140094), FRONTIER COMMUNICATIONS TELEPHONE Association for the purposes of a to the cent prop ti b the son. ructiccr, dr•�tnage and maintenance of said q COMPANY, CASCADE NATURAL GAS COMPANY, AND COMCAST CABLE TELEVISION P p pedestrian trail, storm drainage and rood a d o area. ' ..4. .r;: •+'`" �+'` landscaping with the construction and maintenance being the responsibility ''I: ;, ::,�' 'r COMPANY and their respective successors and assigns under and upon a 44 of the Leeward LandingHomeowners Association. Off "•j• �`; - 't'_ ki.. ,0 CI'Y +<` ANACORTES foot wide private access and utility easement across lots 2 through 10 as r `<':;c,, 't' `{`45,y t:, °s;,,.;;;'`'" °r shown on the face of the plat and extended to the Oakes Avenue right-of-way 2. Tract B is to begranted to the Leeward Landing, LLC. The 15 foot _ i;•s•, �'i•: •�':'', v. ''' r• s - it � •.7z, ;x_ through a 30 foot wide easement on Lot 10 and 4-4 foot wide easement on Lot g -- rt c..-= - '_ -+•---a-- —___—.—�_—____------� wide trail easement shown across Tract B isgranted to the Leeward LEE', 'r '=.t -t.„:/a." 2 being the full width of the lots at Oakes Avenue, as shown on the plat, in A �,N '��,., ' LandingHomeowners Association for the !�• " which to construct, operate, maintain, repair, replace and enlarge underground purposes ofs a pedestrian therail t;, _ �• r;;i,; pipes, conduits• cables and wires all necessary or convenient underground or with the construction and maintenance being the responsibility of .�, ,, rt,:' :" Leeward Landing Homeowners Association. .•�j"' ••q, '`.: .. ground mounted appurtenances thereto for the purpose of serving this i;,, ;,. -- •t€. subdivision and other property with electric, ;,; :SKAGIT 8 yK ,}).;;- p p y gas, telephone and other utility ,• ;,,• service, together with the right to enter upon the streets, lots, tracts and ,:;: �, i::; !: '" spaces at all times for the purposes herein stated. ;%'` ?iStar• of tWc4hin'ton ,„d ::as,,r,„„..,'' unty,.:;Rf.;;,,'S1<ao 2. The private road within the 44 foot wide access and utility easement will be ,i'" I t ,rtify""thgt,,1" know of have satisfactory evidence that ! 1_�1� Q �?u_�— the responsibility of the Leeward Landing Homeowners Association for the t. i; ! +signed�:;fhid-Instrument, on oath stated that (he/she/) (was/are) authorized to execute the purposes of a access road with maintenance being the responsibility of the �`{:" +;: '?:r tstrument and acknowledged it as the ___,_ i' of Leeward Landing Homeowners Association. ,;j:,Y...* ',41,,; %. ''' LEEWARD LANDING LLC to be the free and , `" ,,:.,:;,;�•,::. ,:,, :;�, •-_:,,,•,,,r,,;,.;,:: 'voluntary act of such party for the uses and purposes mentioned in the instrument. 3. A Native Growth Protection Easement NGPE is herebyreserved over the y "` "';, t. A: 4 -1 ,,;: ;r;::" Given under my hand and official seal this , l�___ day of , 20 I a area on the subject property located within 100 foot landward of the Ordinary Notary Public in and for the State of Washington High Water Mark. The NGPE shall remain undisturbed except as authorized by if. !•� `'' the City of Anacortes after review and approval of aplan for the activities as ' `` _PP '={_ `�;., !_. ,i: Nameprinted �Y1Vl IJL W¢,CLi Jam✓ = ``}`,} I Cr��'' described in the NGPE agreement recorded under AFN 2l"�l{ob'�l2Ps?�S�—, '""`` ' `r;. ! C �13 p' r�- S �``N i• 'j14,•, ''+:r,,. .,, Vr Residing at X efi;F ;.:i:i,:a;,i:i •r. ,`I.., ,irii,:i40". :Ill' s� N EXP,• i_ij. :'_.,5• rr,_.I :,,r. "''` c My commissions expires q,�� /2VI T z``. ..i7g`� pF�'. 4. A 15 foot wide sanitary sewer easement, 7.5 feet either side of the sr �( property line between lots 6 and 7 is hereby granted to the Leeward Landing "rtti,: '' '�:� '?: •}�;r,,,,,;�,,,;,,r - — � :5 o�PRv ;� r.. SW.O o� :r . Homeowners Association for the purposes of sanitary sewer force lines to each `? •7•, li• 'p - �o `'er. i'iz �, ; QVeti m:� individual lot. The maintenance of each line is the responsibility of the lots for - .!~r !li ;. o; which they serve. "'a, ".' �� 5. Aprivate landscaping easement to the `"- "'```P 9 adjacentprivate access road across o '�"+ ++�"`"` Lots 2 and 10 as shown on the plat is hereby granted to the Leeward Landing ::,i' ,. {Y'i,,. ;�r'r`! Homeowners Association for the purposes of landscaping and maintenance. ''+;,. '_ `''' State of Was in t cK '•t, •,r. County of SKIALI 6. A 10 foot wide storm drainage easement on and across the northern ''i'•` ''' -•"'�.i:=. I certifythat I know of have satisfactoryevidence that kAkLlael portions of Lots 2 through 10 as well as Tracts A & B, centered over the -r: •t_. h storm drainage system as constructed is hereby 'r•= �':! ''};; "r ,11:• signed this instrument, on oath stated that (he/she/) (was/are) authorized to execute the 9 Y granted to the Leeward Landing 1�, 'z,.... :6,. ;j, ',it..;:. •�;,.- Homeowners Association for the purposes of storm drainage and maintenance, instrument and acknowledged it as the 3/LLGjP.✓�-"� —___-- of • G' ,, •Cr ,,,AN Gil S APPROVALS SKAGIT BANK to be the free and �• ' Th.p Pta�l,ning'r' ,9mri'if of p a C'rtv of Anacortes meeting in voluntary 7. A 5 foot wide storm drainage easement on and across the eastern Ron*p` 'reg tl '"session 0 • � _ --1 ) _ did find that the act of such party for the uses and putt poses mentioned in the instrument. of Lot 10 adjacent to Tract A, as shown on the face of the plat, is here`t_ P Given under myhand and official seal this ` day' t;, Given PUD serves the pub is use & interest & has �_____ of _, 20 t(o —. granted to the Leeward Landing Homeowners Association for the purposes orb; NotaryWashington + in,' --- j . 1thQr'tzed the Subdivision Administrator to execute its written Public in and for the State of ��� �, storm drainage and maintenance. v st,,r ;' \1,,�vJEL ��,, .•r:Y.t• = a` ` • Name printedl� �V1 D L W _ __ — , 2L ��' aa•5oN EXp9 9 8. A 15 foot wide Private Trail Easement on and across Tract k rcentered over''{,,, J's:a; 1`^ -:-�`' X 3 ti CO GS the existing trail location is hereby granted to the Leeward lhndin Horneown r^ '_., :_gam_— Residing at Q _ V `W:� �00`n a- 9 r F: �i nature of PlanningDirector ,� Q 0�\c, Q= Association for the purposes of a pedestrian path wit ;•,the ai �,enance bei:' S My commissions expires __ 4/I�ZC��i� _ h` frr = `;Aporov I by the Crouncif of the City of Anacortes, WA, this 2o,:�c7?the responsibility of the Leeward Landing Homeowners'Afsocldaoni,, +± 1 Y �- 1 s., ,,; r:. , ;:; _ day of 1 i�, 201 % ) as o+; :r• . h ^'kk. '` . - ``"j,,. ,..;.E+ ,'r _ /4f J/� f� �''9TF OF`IIPS ,:}^ °l:: i> r'cr•r: a::: �j' ATTEST: City Clerk ./�1w 'tC _ --_---• ''r,rriir,,,,0 NOTES :;r:' ;.ri' 1• Subject to Declaration of Covenants,"`- ort itions;`2e, rictia?irs,`4 Examin a approv this = day of 1_Q — r 2fl 1i2 SKAGIT COUNTY TREASURERS CERTIFICATE (CC&R's), Geohazard Covenant anc(;:1d*gE filF,Iintveih �'"Agreemelti;,•••.r corded /� together under' r!'` _' ,..a _ -�� ~`~ I certify that all taxes heretofore levied and which have become a lien upon the g 'ri' ''"• '''•! -_-� --- lands herein described have been fullypaid and discharged accordingto the '- ";! t'4, City Engineer ; 9 AFN 2n11nd5t2-dD2•(�,.,"` ; ' !'[ ' ,02 , '&'. records of my office, upyear of 20_ tv Skagit t� � '„•r ` " `^ to and including the [ I -lb t 0 ` '" '� ;`"` ''�' CITY TREASURERS CERTIFICATE Certified this l _ day of + _ , 20 Ile . •Y OFFICIAL °a� 2. The PUD refer, ! ar'' `-:r;td�nbet":PUD �14-0001 and date of approval I hereby certify that there are no delinquent special assessments �� ' shall be includett=-in all• de if, sit:., cG{,itracts. and all special assessments on any of the property herein contained �,C f ���?�� `� '`r: s'a; dedicated as streets, alleys, or for otherpublic use, arepaid in Sko r CountyTrea�urer • t l ?` ..t:. •,;r. }. '16: full. y 9 • ,:3 lip G `X k ''i'`•�'r~ J Ilt 4: t� {� ; 'art :).E s t This .1 — day of A,1 20 1 b . ! e 0- :�'' s, "` z. Al Z r—_--- PW #14—013—D EV d� or Wass '- •„ ":;,'raw•��rr", .:�?�� ��+"�'�`•`�"+�����.: =rV> Treasurer, City of Anacortes PUD-2014-0001 SDP-2014-0001 •'��;:,:�:,:.;:. SHEET.�:.,:.,.. 4 OF 4 _';: c: - `," PLANNED UNIT DEVELOPMENT ±+~ ',, t i OWNER: LEEWARD LANDING, LLC t: ,,,,,»»,»„»»»»„»»»,»»»»»»,» P,O, BOX 319 ' y,'' ,. i iE _ ANACORTES, WA 98221 DWN:a,,,: r y, t. .•.ij' ;5, .•;,. :.....w RRI BY: DKH ,L ?,, .. a, !V pf ASy, `!i:; I:, Y,. l � � = SURVEY IN THE NW 1/4 OF SECTION 23, ! `� L 1 s ► y� , EAST, CHECK BY: DH 'd, :. 7 4 ,,, { J =I1 / TOWNSHIP 35 N, RNG 1 W M r"}s ,.f' A` �= p�2�eo� = b_�I SKAGIT COUNTY, WASHINGTON DATE: :•{. o —t March 2016 :7 r �Fss sr •- F14VF` L HERRIGSTAD ENGINEER SCALE: None "�rrrrrr rrrrrrrrrIrrnrrrrrrrrrrrrrrrrrrrrarnac ' ING & SURVEYING 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 Job2012-83 CHIEF ARCHITECT X10 0RASNN BY: J. STERLING 61 • 11:13 :(4.01 0 11 12 il 1 : SCALE IS 1111 1 /8" = 1 ' g • DATE „, 0810112018 I- fi _ a CI tY OF AWAC©RTES 0) 5 \1 LimZ 1.71i� ' Al` 1/ 11'-s 1n" 2a'-Y- I 37'-1 1n" 43•-9' i Q • in. . - T•51nu 4'-0" • • 11'412" -7 Y -- -411 _- 7-11" • 11'-4" 14'-b 1/2- n- - -I 15'.5" 121110" ' 31'-1 1 cv 0'10" .rs--{ 1 3'•0 - 4' C/ -- }�3'•0 I I 6-8" 3.0 -{a-710 -1-3-0 •-- }- 1 tU -'T - - - ^AQ ' 4b130505H: - - - - -?b230305H.- - - - - - - -V'16335505H.- - i -Wb43050SH• - - mot �_ - - -� �. ( I - I e - x /y�� Mom" mom. ;mac. Ll 95iJ ABOVE(MAIN) or , 114 II IS '�- iq } 96" a Cr ZO m ' S ® F ® �ry� 5 I - i i I t 3 r O bo ,_ • eo t _ 1 A m �C1 I i m 4 4 Os, o I '� —1 "� S n ill __ _ ot) CI 1o . 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I 1 o I G/ 1250 FT L-3.•2 = 415rTr i • q 2-1 e"xe.r `` la'LEILING I- 2 I I < • 1 Ln n1 b l 1 I� Ir� r C � f"' I- -1 - - - - -1 Z n' t�- C '^ � l m �U I ? m Ill r fY X � cl ' e Q - II I p mo •111 7V 5'.6" I 7a-� S- J m S - = 3no: _ iii ••• _ ,OiO= _ 25W - �_ MD , . •p -•1 I r' ^ v • m 7 < m 3bo ,- 14'-912"- - II y-�" Mw 11._2,. - q-6, i• 4'.101n" < • I ! L-�- j —1 1 I I I o 5 6 7_ `a 7 3 m1 ® m I L I -1 , I al o0 sV IL 1 f t • III N ��11 REG ROOM HALL I 15'•3" I2'41/2" 241.On r T-11m - V # trZ0 I Ala CEILING 10'CEILING I 148 5Q FT ` �b Z? I 59-0 I .�` - !' S 91 � I f T - -VERIFY WO YU5UFERv750R i b > 4,3 -WIN.HPRTOALIGN NVDOORHDR ,P7-2 VY . , t,1 1�1 ILI I v 1 t / 12'-10" 1 -I b 1N O h IN THIS AREA , 11- V • O '� STAIR TO EXTEND PAST WALL, L ',�, 1 In m I P RAlL ON 510E - < All - � I CZ � 9 III® p '� - L TTVIDE _ ‹ -- -- 25.-10117 - - z al v 7 "Cr' r b , TN' T o o 1 N G UP 5 50 4 < e --- - 12'.S" 13'.l 1n" - F- rZ Z a"�.e ad FURRED OUT HIIFPIALL UNDER STAIRS_ £. - S • �4 ® z y I I - - TO COVER FOUNDATION WALL ' a_e. v < , I 71 ILI - - II xx�PPDEA ` in Ill _(: 11 mill 3 po .- •��' —{ 1 1/43 ' g }- 4'd54 3050 5H._ ". _ -`- ^pQ. - - - — _ 1 1o'p I Q t . ' r- 1 ® ) " Z �7 --DM - I I 3•-0.--1. 6%111/2"tY 9' Q c >• I R.�.v:,t .v y..w�.-..�..Y . .v., :b ,. .V.,,,:.v... ,v:.u.w.v:Y j.:.•�� l— • .I Q ..--3•_g" 4•.0" -I 10'•6 In" 6-3 24'-0 112" I I . I I HYVH I boo T Si V-b" GAS AP WAN TOES W - g 2• --- I 41'f! I �-^ I V PROVIDED WITH DEDICATED C l COMBUSTION AIRVEHTING OR U-I g .. I.- . _I • 49'•Y L— - - -. FAU _ _ - 5U11A8LE EOUNALENT -t • 1 0 - a a_ t, A11 ( i it • m L J • • UTILITY/STORAGE RAISED STORAGE AREA 322 sa FT • 5 8 OFF OF FLOOR 10'CEILING 252 5Q FTa fi5}s� ". I 8y o , z �rgh u I— ,ct ag • Hai >ai • Z Heirs � � t ....- i'@>;�Ie, 1 �.1-� eS�ao M. 6oz3 1•r 4 it IX ri Pei in 120 Ib••5 In"- 131•5 tn" tj ® an,°I131'-11" og� ' `1 PLAN AREAS a s 7 Al 1 , 1 MAIN FLOOR 2,201 SQ.FT. a#$F liti BASEMENT 1 ,300 SQ. FT. STORAGE / UTILITY 563 SQ.FT. OYVNERAPPROVAL TOTAL LIVING AREA: 4,064 SQ.F 1 . PAGE . GARAGE 536 SQ. FT. j SHOP 141SQ.FT. OF: II ENTRY 3q SQ.FT. OPEN DECK 462 SQ. FT. CHIEF ARCHITECT X10 PRAKAN BY. J. STERLING m SCALE rmN I- 1 /8'I = 1 ' OATS 08/01/2018 1 c EL CD f •_ 5 ...,.,-t 1- 164 I 6 Ail •; All ) • 91.1112" - - - 30-1 iF2" - - - 431-S" § - r3 as) Le i) 23'-4 112"1 - - - 7-3112" ' - 'I • T•51FJ" • • 4'-0° •!• 23'-2° - 19'-1" -- b'-11" . I a Ada 3''0"- I O'•10" in 1 5''6° r-9'•V r1.' 15'-10" 0"•--- - 7•01-4-•--3'- -1- •- 3•_t- --i--3'-°' -I- -I-- 9'-2" I Tom•• I I 3'-2" I I,. 3'-2--I-L. 7-64- V43 7 b 3040 CASE. Y4313040 CA5E. I V¢44 3016 A 4N. IN45 3916 ANN. 3216 ANN. 0350 I V4413216 AN N. 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Vi34 2010 PIC. 4 ry'Vd40 2010 PIG VV41 2010 PIG ri422010 PIG r, --r - BOOKCASE i t/ 1 15 1� o lu' � V-Q' "--S"- -t- - ^'o V-2• ♦ 3m _ I I "I I� Q I I ♦ 43 �' {.� S_ARINS a@a6", f il tt @96'AT EACH S^IINDOIN ' -Pb, - 1:1 L 930-76 FIG. S 1 , 1'+ t v.�lL I IN I h S83066 DOT.ASNN ♦ 7-61 1 " I I \� I� ' HALL "r ; MUD r ® s v _ — _a_ - I - 1 It�I10 • Lit I 1 �` 150 5Q FT b -@j - 10 ROOM r— rym, ry 2 I i �, 96" AT EACH YVINDOW 1 I I l _ GEARING_ 1 I- L• l ,N + tU CEILING r F. r .. I I 4YC6 I o p O j0 -'-- - _ _ - — ,� C� 144 ORA.KE i•i�,LL BUILD_ UI1 n� ® • HALL , W F O a J 6 b ! b V-6" - �I 6l 5Q FT _- - - - -- - - _ 5 'Jr% 145'61\01BOT ®104 lib" 45 mC POWDER + . g 71 "I- 70" -I I- y'o' -I I- 7-0 I - 7-0- I I- 1-a• 2.1" -I -_� 17 I d ° o �'• I i1 , ;76w1 a de tN"t' I BOTTOM 17 EXPOSED ss OJ o V a I I ;` - w� ,-,ram- O CEILING f �I I m V t•;1 • \ ® a 4 LJ^ 41 5Q FT 1 1 I - . • _ i 4 I 16 + I 4X6 r Q a7 a n. i.I u '0 I I I �;�,• I 7Z010 52070 32070 PIG -•_�._ _..- \, I I,• 3 1�•.•��y. _ f6 — to-3 - 711.13=1 W -. .... I�. n.. 1I I I i1-• 3=2 WO PIG. i 0 PIG. I VJI o {L LT :o °° - 6r 6! :0 I ' 3 a _ 2010 PIG '0420 0VIC _ BV0.T IN 6ENGH ' z In Ili V to y v a in rP�y- 1 ,®® H___ 70P 1I y = 36 r "i- 4" — _ . ® @a ® I T-3112'H41-2" -tU" 4'-214' -- 7-1J'I 6'-0" °'-5 ':1T- -T' a 1 O-�,{�iT ! ... I — m N I[ USE GJTZ HANGERS FOR DECORATIVE V' `; 7 `}--- ' ED ' --- - - ------ t.. 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I 26 SO FTri • 10'•61!r •I• 6451 • • 17.210" • - 1V-10" 15Ff 1 § r I �, z. W • B'•2' 41•,0• i 15FF t .Fe ur < I _-I All I17H0 MASTER • 49•oimo" ILI g I • la MASTER BDRM b j I.I MASTER BATH 10y�,k � HOINER PIHDz 1n c 0 W -' '^ 271 SO FT c of 102 SO FT " 32S.-iFr m v Q _1 I- / \ o = 1ticEILING m 1^I IUGELLING u r0 1 I}— Ci m " § m i us- - LINEN = ® I 2 m ;o o- —q r It 0 Cl . a 10 1A 3 m2 I in o1 b m e 7jr:::::::)ausecitliroar9 nc1e� �ru"5rt�. 1 ,4x6Ir ' _ . . _ 2 111H01J 1V Fah 117HD a, ems/ 6BR° 4 �q 3 C I I i� I fitg § Y- I Ir ' 0 ' 114g? ,rA z ^` ' i � U"2o t 0 1 4X6 " 4 MA5TERGL05ETG €'`IypF3B 0 ,II ' / 5 ry I/ 130 SO Fi ` ^1 rszGy e&S r :o I I I 12 IIVCEILING VjmgF I+x` fSfF ` I -I 1 2 PI N /� EX;) \ \ ' w 15FF 'MD b �! ;RIE i^ 6 cDc 102" S® 102" 2 limo 5 rt O i=@ES J t >t .r • I I . Peii 1'-51lY' 1114 3220 A9NN 085G. IN I3 3220 ANN. OBSC. - _- Oka 3'ir I T-6" --I--3'-r -1- 16-7 ,n" 1"�- 6?: I :-4" Z IIai ib'-l" 15 8D 3,'_„It. ; PLAN AREAS jg �3 rip (�A11;1 MAIN FLOOR 2,201 SQ. FT. I i zi i Y h°_ BASEMENT 1 ,300 SQ. FT. STORAGE / UTILITY 563 sari APPROVAL TOTAL LIVING AREA: �1 `!� • INITIAL '110vT SQ•FT• PAGE • GARAGE 536 SQ. FT. SHOP 141 SQ. FT. OF: ENTRY 39 SQ.FT. OPEN DECK 462 SO. FT. il '-till.i-i1<< ;i: 11 :'AJil 'lj iail; . *, f pL't!:,iP ,t 17 ii`itij 1: I at �, l �lyf:i1 'a'Ftn( r\iN., 1 :;Ici;:!!..iiii ;;i: rlll 1 .,.i 1 Y Mla :I t1,tl�131; i 1 '1: , LL ..?:::i:7. Nij j.t & • I`'j l Iq Iil p, kp y J 1•i 1 `cf• I ,C... IPIliYiliVijiii) C. :fitiiF,Illai:.t!ri 4 ____aoi vitt:a.m....2. -2•145i ® � • -t Nii 1 • I' ` ( L l' 4 ®.,, -• Flt ' ' L � 0 � �I 1' i1t r yiii Ate- ij .: ;I ' --re C›D .i:„,i.A.,:i4.:;t:;:.iii: ) .000) P c) ,.. .i.,..i.„,g. . !IA g, 11,:1 t_i•' h.• 1 iJ o ct 1 t _ ittsiiljl ,o tl 1 } • lt ;r 3 1 l 11 , OH \\A • „„ i .. ::.i: > ,: .. ..4_,J) I�Q.) ,i. ..... ..41....,..it,y,:::. a) 11 , it &.. .. ..,...., ....,,,.s. .. i , tLs) ..., c „ :. u ! rTh ..>„),_ . it' ' ' ; ':s ' 1 ? •jali ' ;' 1 :.ram .:. 4-9 1 '1 • O 1: a co 0) cci .0 PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING to NEW SINGLE FAMILY � _ . r � r PROJECT ADDRESS: J. STERLING RESIDENCE ' ' "' � � n ZONING TYPE: R-2 - �� 3 �:; x NE, CITY OF ANACC?RTES /4 = 1 U.N.0. , 1 ,O o � , �, tNNING & BUILDING DEPY ANACORTES, 1N�4 q8 H , � '. OS z „wP. s'r.c�a.` r^ + k �p' gr,3,„, "`�y. .. ., 2-2018 (��A(PP_RO,{nV ED P7LANS- . ..,„z .fir *, ce r 4 r'''.' �ia'7},.„�,,. e a -1 s .ar" 7,i'-6L-.-��'t A (/S� CODE COMPLIANCEfir , �� X 0" ' s `xM PARCEL# P1 SERMITIt � .. ht f� y � A ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND �/{// p i --= t APPROVED NY: `l" � Q //� d ORDINANCESAND .• .E: i `LLB / 7 THE FOLLOWING. _ *.. I } ' Fil w ry ;,, SUBJECT TO FIELD INSPECTION. APPROVED PLANS 2015 INTERNATIONAL RESIDENTIAL GORE �_ hy� ..tr fir. SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. ii r '. " _ - ; ' I E I ` PLAN AREAS - 2015 WASHINGTON STATE ENERGY CODE I ' - — .. ` 1, CD MAIN FLOOR 2,201 SQ.FT. - 2015 UNIFORM PLUMBING CODE 1 La 6 � j 00 SO .FT., _ FT uJ DEFERRED SUBMITTALS 4 __ __ STORAGE UTILITY 1 ,3 BASEMENT , . ".� ' , , E / U LITY 563 SO.FT. w ID }NwN.yS,y aW y _ o » - t % 1. MECHANICAL HVAC SYSTEM DRAWINGS - 4,064 SQ.FT. ,� TOTAL LIVING AREA: { �� ID 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS f — __ a — _, GARAGE 536 SQ.FT. 3. NATURAL GAS DISTRIBUTION DRAWINGS s — . s 4. PLUMBING DRAWINGS ° j ' ____ 4 `_ SHOP 149 SQ.FT. s M i 5. ROOF TRUSS DRAWINGS / CALCULATIONS " '' �`�� `"— —_— b. FLOOR JOIST DRAWINGS ! CALCULATIONS �, _----- ---- . 39 5Q FT J 7. LANDSCAPE PLANS _ _" _J- OPEN DECK 462 SQ.FT. �y 8. LIGHTING PLANS h `�_ V lel 9. CABINET SHOP DRAWINGS ._. k ~ 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS a ,. id .Y ' � "'„�—rR- .n'.4 Ora t �". tK 4 W I LL. 11. FIRE SPRINKLER (IF APPLICABLE) , j - ,x � FIRE AREA: 4,�88 SQ. FT. 12. SOLAR PANELS (IF APPLICABLE) ;�< , � 13. ELEVATOR PERMIT (IF APPLICABLE) - k , #. ^ ' . t v 0 DESIGN INFORMATIONcloirtiw , FIRE FLOIN REQ. = 1 ,750 GPM n -- ' to lA . - f.1 t tr P. w. � 7* ' - NEAREST HYDRANT = N/A ° �- ts, c BUILDER: STRANDBERG CONSTRUCTION, INC. m P.O. BOX 319 zr. r a-, w �r ANACORTES WA 98221 :.: PROJECT TO HAVE W X o I L 360 293 7431 . . -Alit ; O z o tp FIRE SUPPRESSION SYSTEM m < m JE N]PLJE ilk DESIGNER. JASON STERLING - STRANDBERG CONSTRUCTION INC.STRANDBERGGONSTRUCTION.COM JE I✓'1l L ]\JE IHC JLJC `�r � I lED) ( 1['JH[ ig P n m w - JASONS JE @ 3710 LEEVIARD LANE , ANAGORTES, 1^tA 18221 A000 .02018t LL v o Z .Ii DRAFTSMAN: JASON STERLING STRANDBERG CONSTRUCTION INC. CITY OFANACORTES w Q LNI JASONS@STRANDBERGGONSTRUGTION.GOM 3= ,,,, ^ z j.-.1 LAYOUT PAGE TABLE REVISION TABLE W PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION z ni Al COVER SHEET A2 SITE & LANDSCAPE PLAN z CZ ........ / J A3 FOUNDATION PLAN fy ziiiiii A4 FOUNDATION DETAILS - < o A5 FLOOR FRAMING PLAN - m Ab BASEMENT FLOOR PLAN _, $) L-eLa Al FLOOR FRAMING PLAN 8 =fo AS MAIN FLOOR PLAN w �3aNm w = ao �a=wa oo Al ROOF FRAMING PLAN =o = A10 BUILDING SECTIONS tan�, oorc Al 1 BUILDING SECTIONS w No= 0 Well Al2 EXTERIOR ELEVATIONS S gsP O Al EXTERIOR ELEVATIONS - „ill)," A14 STORMNATER BMP'S Al5 GINNER APPROVAL CURB , SIDEY'IALK, AND DRIVEV'4AY INITIAL: 51 ENGINEERING INFO FOUNDATION PLAN PAGE: 52 ENGINEERING INFO BASEMENT PLAN 53 ENGINEERING INFO MAIN FLOOR PLAN • r 54 STRUCTURAL NOTES STER LI NG tel-Th S ttl f J. STERLING 1 -�r c ' 1 = 10 U.N.O. R5 trt O v j /F a) PA a#2 Rtnda O8-02-201 b B iV4I I '� , , m � IL.I N p � v IL O , A l A [� Q �� � � � — o 0) �' �� �i `CO b iV (10) U) 1 7 IL --:4-''''"k t- � ,�et v yz PARKING AREAT-B-D \, Mn X ' c° <----.::, 2 GAtR ,; 1 {.1.� �� lit r y • 1— 0 GARAGE y� •, , In co , . , - --' - 0 1:3 „ , \ LLI .--- (5)- -74 ,, ,A \ c , ax,� a � ', % C , . _-1 \ , vs- _--- s 1� -11 " s __-Y. CT, LEO h J:leAN O .ZQ1• k a.2DroN �NN6rig 70 �� s yL �� S Vie ` or sue'` / `.,, -% 40 ��il i�. //.�1�' r�...�.-% ill o h%' �`• �j ,L r • .�` Wry� ,v, L t°)f0 DRIVEWAY FAyr jto lCS3 "'4'' ` �'" vti j A o��0 1,151 5Q FT 6tOpF% �✓ ♦ <- ♦ • { •, F CL\ 55 CONNECTION -/`� - ,.'' : "" '.. ♦ ♦♦X �♦y` ♦., ♦ AA,�, _ i� -( �gD �OQ gyp (EXACT LOCATION UNKNOWN) ' o \/.� live i } �" ✓ �� .dry am- _ t o. r (\�\V\ r e l \�\ ..� \t " yV6Niv�, �L:, v.�� i ,W w O� _ I \\ fl \ ' i ,r, 4'H i q�� (� r ` '- - -" �,�,_ - r• 5FR ,, / CATCH BASIN 1 - `s`� .^l!�;r1'` '..5 1✓ • o . . ♦ IMPERVIOUS AREA: 1,134 5F 1.4:40 h, hti� DECK - --,,A • d - o +sc s s s+e9 ♦ ♦d� 9 `; 00Ax»a®Js°a♦4e*ate r®w�p�{�♦e O ` Pl 16 • ` :�'l� may{'• ' 61 i • ♦ «. -AV•te"da'o°a4••••* dV M, ,,./ y s 1�AY — .. N • .-< ♦P•« ti .,. C• s°a°s^'ars°°a"o"s*+`r®s♦eei4mes4 ♦ei �i .1 �'' oa$�]� o O t (p Q • ♦ e♦♦♦�♦a ss a♦♦♦ ee♦e♦♦e b — Z r ', .. '. s i :♦>��e®ae:::::." ;;;; ♦a®tee;I: es♦♦s � b 0:.0x T 'ik� STi.mo _ t?l 'C'9 ♦♦ e♦♦♦♦ , - f- C ,, � �o , ,, .� ;..: r> ,;,..., e , G ./ ,>w LAB GEND to NDSGA�PE LE o . �' CZ �;• A ,- ^",-... �-_ �^"� + �• �. ', °Jeeiti♦ e«'*ii::•..Xx". �� �" r,f mi"taa..no cane dy , < 4Ll l� CA /- n t . ,4 v <� .� .T, ,,� saaee.4 NW ,�, . - yLOP A�� ',fiiti:vt, Cl /" _.. - ♦r s' ,`{� - d'ee� �f /622� 22.2%SLOPE *SY .l '♦"i-. 1 _ o♦ .- .I Fxv k (� YTS« 4:4 ` i. _ N�7Jif1I �::. -n SF :.� t^ji. \ ♦ia^` IJI FI�'Y y Y♦♦ , \Q'. n ` -* J.! .. x' - Teal .,+r ♦ 1e !t 1 Tl 7i.4" 9 1 r %« , .- � q rr rP tri .»- N ♦M. -; . ,.r .# ,,�/ ,situ�•: . n �_< , • : x� A�4c ' +%w- LAWN AREA OR Q .� EXISTING VEGETATION iI'r, -/� is ��,y.�."f IS ,e t I' 7P 1 r, - f��lv !rrf Y"- ".Fto ,_e J1,` �Vw3 p � �_(_�.- .. 1<,t4i art y��et- i jib r�1 rti A#re \ � .'_.,r/,:�, `': «a 9 _ `, � `�i-it.�.' e2 p>�084.I A '4 �'�. .'r r UMWV IMP Y ,,,,, % ��Q�N . .r �k,�, r"r��i��a«is°�'ee�� .-. -; SOIL STOCKPILE i� `Q 6 i �(r19��jam, ..--.-- �1�. 1-11":17::e..irti: �� . b :��- `` W. 61'�s a�: 4, CONCRETE DRIVE V \ .. ,F= � GLEA 1.fNtl -frZZ\ /'� �'0 _:: . MULCH - PLANTING BED I-- ,-- to i. 64.0 00 v W W � o00000 v 01 Cit z o � i � 000 ��o SD CONNECTION • cr, .� 88.0 DECIDUOUS TREEel • 000000A w z 0 SS 0 0 0 w o DECK ,, oO �� \�� ��0 0��� �� b CONIFER TREE Vol ' SFR -- Y 1\ pF=Ba.o O_ t— \, MAX .RVIOU` , N. OF 200' LINE -, 1 ,684 3F • m 1 » /� -�' SHRUBS / PLANTINGS In \ \25 % J v \ 1 11.1 woo O o \ 11;.• \ ✓`. s 1�' MINIMUM TREE DENSITY =pp;p 0d - ((� b ANALORTESMUNICODE-1S50010 ;Foii \ Calculation of the Total Tree Units Required.The total number of tree units required v F o to be provided by a regulated project or tree conservation permit approval listed in €N ra Section 16.50.100 shall be calculated by dividing gross site area,minus any public =5 or private street rights-of-wa;by one thousand Table 16.50.120(V).The result of the 3 w w M calculation will be the total number of tree units required for the project approval Q Z y within the building site. �r-it it w�wwo .''<�� 1 `f zz LOT SIZE : 15,4965Q-FT TREES REQUIRED: 19 < _I hoop aQ=uD SMALL PARCEL STORM WATER PLAN LOT INFORMATION —I 0— NW8�` W=188 §p: <p0 CI) SPSP It 1 CONSTRUCTION ACCESS ROUTE LOT SIZE : 15,496 50.FT- Oa ° A)A STABILIZED CONSTRUCTIONACCESS TO CONTROL THE h p U;F�g Q TRALaNGOF DIRT AND MUD COONTO THE cm•STREETS SHALL BE SHORELINE AREA NORTH OF 200' LINE: 6,941 SQ.FT. "gGoo INSTALLED.ACCESS TO BE CONSTRUCTED OF♦'-B'QUARRY WALLS AND BE OF SUFFICIENT LENGTH TO CAPTURE DIRT AND MUD °w etiLL PRIOR TO CONSTRUCTION VEHICLES ENTERING THE PUBLIC -m rl�iQO ROADWAY. MAX IMPERV. ON SHORELINE AREA(25%) = 1,136 SQ.FT moo= PLAN AREAS Qrrg= p0 SPSP#25TABILIZATION OF DENUDED AREAS VD 2 A)EXPOSEDSOILGYIALLBESTABILIZEDU5INGMULCH,PLAsnc ACT. IMPERV, ON SHORELINE AREA(24.96%) = 1,134 SQ.FT. to '•) Lu 2 COVERING,SOD,SOIL BINDERS.OR HVDRONEEDNG IN ORDER V ? I-i MAIN FLOOR 2TO ELIMINATE OR REDUCE SOIL EROSION DURING THE CLEARING LIMITAREA: 11,351 SQr FT, 201 , SQ.FT. PROCESS OF CONSTRUCTION AND REDUCE THE TRANSPORT OF SEDIMENT AND POLLUTANTS BY STORM WATER BASEMENT 1 ,300 SQ.FT. MAX BUILDING COVERAGE (35%): 6,414 SQ.FT- OWNER APPROVAL OSP5P#3 PROTECTION OF ADJACENT PROPERTIES A)ANY ADJACENT PROPERTIES TO THE CONSTRUCTION SITE SHALL ACTUAL BUILDING COVERAGE (11.56%) = 3,241 SQ.FT. STORAGE / UTILITY 563 SQ.FT. SILTBE PROTECTED FROM BUFFERS DEPOSITS TRRAM BALES�STMC THEDFBER INITIAL: ROLLS,OR ANY OTHER APPROPRATEBMP DEPLOYED BMPS SHALL IMPERVIOUS ROOF AREA W/ OVERHANGS : 3,651 SQ.FT. TOTAL LIVING AREA: 4.064 5Q TBE HECOUAINED.REPLACED,OR RFPAIREDAS NECESSARY DURING PAGE: THE COURSE OF THE CONSTRUCTION PROJECT. 40 5P5P#4MAINTENANCE IMPERVIOUS DRIVEWAY& SIDEWALK AREAS : 1,105 SQ.FT. A)MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMP'S GARAGE 536 SQ.FT. SHALL BE PERFORMED BY STRANDBERG CONSTRUCTON AS TOTAL IMPERVIOUS AREA: 4,1565Q.FT. NEEDED TO ENSURE THEY PERFORM OVER THE COURSE OF SHOP 141 SQ.FT• HECONSTRUCTION PROJECT ' PARCEL# P133205 oF: p I ( 9 nn I?r SPSP#5 0THL R BMP'S _. ENTRY G� A)IF DURING REGULAR HNNTENANCE AND REPNROF EROSION AND E NT R' 31 SQ.FT. SEDIMENT IMPLEMENT NCH A N DEEMED NECESSARY HALL BE MODIFY OR ADDRESS: 3110 LEEWARD LANE, ANACORTES, WA95221 AUG 0 n '20t8 IMPLEMENTNEW BHPS.THEN A NEW STRATEGYSMALL BE DETERMINED AND DEPLOYED AS REQUIRED.PERIODS OF HEAVY RAIN, _ OPEN DECK 462 SQ.FT. CHANGES TQSOALLATIIQ'ILES,(PERVIOUS ON MATFIASORSI ILG OkNNER: STAEHLI NG _ MATERIALS,INSTALLATION OF IMPERVIOUS MATERIALB,OR SIMILAR CITY SITUATIONS SHALL BE MONITORED. CI I f/ OF ANAL/ca., E3 F 113•-6• , } J. STERLING it•-z 1l2" 28•-z' -- - 73'-10 tr7' PATIO SLAB -- -TFt' av- 11'-5112' -- T-0" 5'-111/7 1'-01JT 14'-7' • 14'-81/T --- 15•-5" - -- 17.71/7' - 311-11/7 4 26 .�i FT - o a " a .�, a J. STERLING co 2„ OF I- 1/4" = 1' U.N.O. 2 1 �; 7 iell�� - �_ I T - c, 951n ABOVE(MAIN) - % I a I r _ - T1- - T1 / - BUGKOUTFOR ZI I- to-2112' _ 1 I, 2 2 I i / 2 I -' -. GARAGE MAN-DOOR 4 d�A4� - A4� A4 , a Q W III :o 08-02-201 S II I I z b o o I za' 1a-z1/7 NP. ■ - �'i o 0 3 GRAWLSPAGE VENTILATION v R i., a-9 112" rc �- 'a 0 _ CRANE-SPACE AREA: 342 SQ.FT. _L LL x x fl - �® _ i / a \ a 342/150=2.285Q. FT.OF VENT 15 REQUIRED. f o -" '�' 8 8 USING b X 16 FOUNDATION VENTS,4 VENT5 ARE- '11 \AL} \ At}y REQUIRED. ONE SUCH VENTILATING OPENING SLOPE GARAGE FLOOR - SLOPE GARAGE FLOOR 0) SHALL BE WITHIN 3 FEET OF EACH CORNER OF E ♦ ♦ THE BUILDING. 2015 IRG-R408.1 y Y W Z is t- " - J FINAL LOCATIONS OF FOUNDATION VENTS TO ° - t'n+D • . - r:.: - 8E DETERMINED ON SITE. o ° aAf7 ll 17HD ® ® 2 � - - - - -� 1 2 - - - -1 I �o LLI -o- , iRv r� - �jA I �A4y GRAVASPA H A4 A4 I "_ --.' ., sma g bs _."-_ -.. 2 J� CRAM-SPACE ACCESS I I access I I I lit, \ / 24"X30"MIN. I I r - -- L Nr 82„ A4 7 o N # co 15,-3„ � 41 _ - 1 A4 t m tr,p ® % Ilu I IT (A4,y i cy'l r- - -I - - - q4 J m z m w A4\/l T I . I j 1 L_c = / / CZ L BUCKOUT FOR ` 4 r� ♦og g41 ix I � � 4) GARAGE DOOR �A4�7-0"- 0 b11" mm ° z4CONCRETE5LAB /" I m 0 r in m o o / INSULATED R-10 , -off �� aA 1IT W tu 4 r IL m I/ I3117 7-0" 1a-11 ill" I ! a Q® � co rc rc I r I ♦ r I rt'-tot12W 1 J m K 15'•3" 17-7 tl2" 9'-3" 4-3• p 1, 1•-101/2" 1•A" v Um,< Ill ill Ng 3 II- U I W r b 2T-101/2" 24'-0" T-1117' - 13 J a on x X A4 I �,-a, om E. az. &'X 16"CONCRETE C_' - I I ', J p, 17-3" 13'-7112" ` ° A4 oA `47 A J I I g37/2 7-0" T-171/2 iCi 0 ni �7 a-9 u7' r, A4 r - - - -I- -(m.y.l A4 /A4 /I I4 I - A4)- --L A4 '- 1 et? " t _ -I , s� ',- ESN _I �.?.o LJ - - - - S� _J- I - -lir- - - 2'3 iv •- 145 1 b ® DM A J A ♦ 1 oA I l� \ A4 1 t WI O Iii r c V 8'-2" L._ to-81YT - r b'-3" 31-0 7!T _ _..__ >>•g•• -_-_ - -_9-0•• ___-_ T WI 0 O N 1/1 _3,-2., 5•-0,• 41,_0„ ._.___ __ . -___ .-...__.___ -._---_- 18'-11112„ 17-11112" Iii �- - - 1 -4 17HD r< Z O 1 r m Z? m [L 4( (h �A4 1 I77H0 Fv L GONGRETEFOOTING J -3 v/ 0 al - " - _ INSULATED R-10 INSULATED R-10 4"CONCRETE SLAB 4"CONCRETE SLAB �` L O 7HD LLI RAISED SLAB TO 51T JUST INSIDE 77HD Z v STEM WALL, FLUSH TOP. NO REBAR - •p , IyE,. CONNECTING SLAB TO WALL. I- *m.am Z • - Z tn < III LLJ us `- 2 /4 1 �, V !L z csl cl ► - � .A - A4 % \A4y 77HD * J fY j17HD I I- ci 1� I Z <01 • v -I- al♦ -1W-5 1/T ------ 13'-5117 -A 31'_"" GENERAL NOTES te isu _1 119 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. c) ' 3. VERIFY HEADER HEIGHTS 111TH SUPER. ■ (1 (l NOTE: VERIFY ALL HEADER 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"O.G. STUDS, UNLESS NOTED tan I HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED tg ENERGY CREDIT 1a OTHERWISE. ooLQ EFFICIENT BUILDING ENVELOPE ww gg`:LL -WINDOWS: U=oIN SIMPSON HANGER TYPES 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER ,98; DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR -I OH LOCATIONS. a a w 6 o; -"> - FLOOR: = R-38 INSULATION MARK TYPE SIMPSON HANGER MODELS n -SLAB ON GRADE- R-10 ENTIRE SLAB FOUNDATION NOTES Id ENERGY CREDIT 2a 1. AG/AGE 4. BC o AIR LEAKAGE CONTROL& EFFICIENT VENTILATION POST CAP 2. WE 1. ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE CO FROST DEPTH. O 5I=a -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR 3. RTC 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 4, o WHOLE HOUSE FAN PER SECTION M150T.3 PPE ENERGY CREDIT 3a I 1. ABU 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. ozGg POST BASES 2.ABA w� HIGH EFFICIENCY HVAC EQUIPMENT 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. �\ Qoo 3.ABW CI � -GAS FIRED, PROPANE, OR OIL FIRED BOILER 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ""_" WITH MINIMUM AFUE OR 94%. 1. H2.5A wo=w� TRU55 SEISMIC & N��"" b.ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. OW ENERGY CREDIT Sc HURRICANE TIES 2. H1 mLcFo EFFICIENT PLAN AREAS O 00`= <;F)_ WATER HEATING E<oo GASFIRED, PROPANE, W 1. HGA10 °aITH MINIMUM EF OF 91%. *Ew, SLAIIS EXP. BEAM SEISMIC IL MR o1 & HURRICANE TIES MAIN FLOOR 2,201 SQ.FT. * SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT 15 STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. t"E GAR*, BASEMENT 1 300 SQ.FT. OWNER APPROVAL * UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 PSI COMPRESSIVE STRENGTH UNDER SLAB. I$ PO '` • %,O TOP-FLANGE 1. ITS 4. MIU IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. • ` rt 2. MIT/HIT STORAGE / UTILITY 563 SQ.FT. INITIAL: * SLAB THICKNESS: USE Al' MINIMUM. /�`f HANGERS 3. IU5/MIU r. PAGE: * REINFORCEMENT: USE ANY OF THE FOLLOWING: �' a` L * FACE-MOUNT A E HONGERS GARAGE TOTAL LIVING AREA: 4,064�Q : - MINIMUM #3 REBAR AT 24"O.G. EACH WAY CENTERED IN SLAB. 2. HU5 5. 5KHU - WELDED WIRE FABRIC, MINIMUM W2.9 X,6 X 6(6 Ga.) CENTERED IN SLAB. SPLICES OVERLAY 8" MIN. 81z//3 . 3. MUS CUSP HANGER) - FIBERMESH PER MANUFACTURERS RECOMMENDATION. burnt Irina GLULAM BEAM AND 1. HU 4.CJTZ SHOP 14g SQ.FT. OF.nG LS , Inv, r1 i - HELIX MICRO REBAR, MIN 5L85 PER CUBIC YARD. &A uy,E6Q1i 'SE4` DOUBLE-5HEAR 2. HUG (USE OFFSET * CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.G. EACH WAY. THIS 15 A NON STRUCTURAL ITEM AND HANGER FOR ENTRY 39 50.FT. 11 AUG 0 .8 2018 MAY BE CHANGED OR OMITTED BY OWNER. is Fay w.cs " Srs c. JOIST HANGERS 3. HUGQ EDGE OF DECK) 7, * VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. TEAtS en-4 LY . OPEN DECK 462 SO .FT.IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. .FT. CITY OF H!'YAL ir J. STERLING co 3 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL / ` Ii., SIDING MATERIAL ±1/16 05BBRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION- 1/1605B J. STERLING1/2" SHEETROCK I 1/2" SHEETROCK- a NAILS OR SCREWS A B C D E F G V W X Y Z 3/4" SUBFLOOR A B C D E F G V W X Y Z 3/4" SUBFLOOR 2" OG. 5TGGD 1/4" = 1' U.N.O. I I lo.-mcdolOPTIONAL 4"SLABId -. - b _ --- -+� (GARAGE,PATIO) ,, /i ' NAILS IN BLOCKING •''mow 6 LU LENGTH1 FLOOR JOI5T5 , ' pI LENGTH FLOOR JOISTSMILO 08-02-2018 Z RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING // / / G ^ (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING HEIGHT POSITIONREBAR @ REBAR REBAR TRANSV. CONT. �A35 mt.ONLY ^ ! HEIGHT POSITION IgIDrH HEIGHT THICKNESS SPACING SPACING REBAR® REBAR REBAR TRANSV. CONT. F �I WIDTH HEIGHT THICKNESS SPACING " SPACING BOT.L BEND REQ IF A>4' / I OPTIONAL 4"SLAB DOT.L BEND I V (GARAGE,PATIO) - LL" w o I _ o _ d� Z 0 \ I �� �� �� „ NOT „ 24" 24" is" u �� �� NOT „ ,� „ 51MP50N HANGER— 3 0' - 4' CENTERED 1 $ 6 b l2 REQUIRED 6 #4 @ #4 @ N/A (2) # 4 IF JOISTS PARAI Pi F o 0 0' - 4' CENTERED b b �2 REQUIRED 6 #4 @ 24 #� @ 24 N/A (2) # 4 JF JOISTS PARAI i Pi JJ -INSTALL"G"BLOCKING -INSTALL"G"BLOCKING E 1- 3"O.G.THRU SUBFLOOR E- [ ` IN(2)BAYS. i4' 1 "_ b' 5" 24" 8" b" 56" 48" b" #4 @24" #4 @24" #4 @24" (2) # 4 5GREV4S OR NAILS WZ 4' 1 "_ 6' 5" 24" 8" 6" 5b" 48" 6" #4 @ 24" #4 @24" #4 @24" (2) # 4 -5CRFLMS OR NAILSI!! IN(2)BAYS. A F 3"O.G.THRU SUBFLOOR W -1 A I , W i GRAWLSPAGE 14 ,fl ,e"MIN. I m1 " - „ „ „ „ „ „ GRAWLSPAGE Z CY) 6' 1 " - 8' 6" 32" 10" b" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) #4 X • BELow GRADE l7 6' 8 b 32" 10" 6" 28 28 8 #4 @ 16 #4 @ 18 #4 @ 16 (3) #4 BE is" GRADE s ul " X -3 1- _Z i 4"TIGHTLINE 1 g 4"TIGHTLINE o W 1 uu 42" 10" n n n n " " „ , n 10' u 42" 10" n n u u " " u 0I ,. 8 1 - 10' 8 8 18 18 8 #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T.EXPANSION JNT. I " © EXT y�gLLS ONLY J Z 8 1 - 8 8 18 18 8 #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T. EXPANSION JNT. MY EXT.WALLS ONLY Z 4 R-10 ID: ,I f O R-10 is ,I O at -CONDITIONED AREA SLAB I= -CONDITIONED AREA SLAB IL x Y MIN LAP SPLICE=24" < ON GRADE w R ON GRADE Z Y MIN LAP SPLICE=24" v b GENERAL NOTES: NOTE #1 LAB OR FILL-SEE OTEit1 '111 "it N GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE OTE#11111 B 1.0 .I. * COLUMNS C, D, E, IN, X, Y, Z, ARE MINIMUMS. MAY U5E GREATER. FILL OVER FOOTING IN GRAWLSPACE nallaa •- —_t * COLUMNS C, D, E, IN, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE I - > • R-10 FOAM WHEN NO SLAB IS NEEDED. R-10 * COLUMNS F, G, ARE MAXIMUMS. MAY LE55. WHEN NO SLAB IS NEEDED. Ira IN/10 MILVB D DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LE55. wr 10 FOAMVB D _ DRAIN ROCK UNDER, MIN. 4"PERT UNDER.MIN. a 4„PERF. CZ o * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT.(A) FILL REQUIRED b MILL V8 ® (EXT.WALLS ONLY) + ASSUMED SOIL BEARING PRESSURE: 2,000 P5F RETAINED HT.(A) FILL REQUIRED b MILL VB - ® (ENT.WALLS ONLY) IF NO SLAB z * - F MAX NOWIF NO SLAB V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. 0'-4' NONE V MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5 5 0' 4' NONE C (� llimm * REBAR MINIMUM GRADE 60. 5' -b' 12" TOE HEEL * REBAR MINIMUM GRADE 60. 5' -b' 12" TOE HEEL ♦� * CONCRETE MINIMUM fc 2500psi T -8' 18" _ * * CONCRETE MINIMUM fc 2500 psi 7 -8' 18" ASSUMED 501E BEARING PRESSURE: 2,000 P5F * ASSUMED SOIL BEARING PRESSURE: 2,000 P5FW i 1 "* ANCHOR BOLT SPACING - USE LE55ER OF THIS OR 5HEAR WALL CALLOUT. 9'- 10' 24" ** ANCHOR BOLT SPACING - USE LE55ER OF THIS OR 5HEAR WALL CALLOUT. 9' - 10' 24" - NOTTOSCALE --- ---- NOT TO SCALE IL NO 4 WITHIN 12" I -SIDING MATERIAL (2_2CANT. RETAINING WALL - TOP OF WALL I5 NOT CONNECTED TO FLOOR DIAPHRAGM J - DII 05B NG ATERIAL E j RETAINING WALL - WALL HA5 FILL ON INSIDE -7/16 05B 12" MIN._ 0 1 X 4 P.T.EXPANSION JNT. • II -2 X b WALL PONY WALL ry R-10�: C 0 ' 2 X b WALL N A B C D E F G V W X Y Z -BASEMENT PERIMETER I A B D E F G V W X Y Z 0 ABOVE GRADE AREAS 7 I -CONDITIONED AREA SLAB Ma. I _ \ \ O f O) ON GRADE F �I Fn LL N LENGTH 4"SLAB , f LENGTH 6 MIN. cn s UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING d ,( W RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING z WI I- HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR® REBAR REBAR TRANSV. CONT. - b II o HEIGHT POSITION y.8 HEIGHT THICKNESS SPAGIN6" 5PAGING REBAR® REBAR REBAR TRANSV CONT. (Y X w , -,- DOT.L BEND BOT.L BEND W W Cn o GRAWLSPAGE 1 a • m ° Z CT a 1 8" 6" b" SEE Nor 6" #4 @ 24" #4 24" N/A (2) # 4 l^U 10 rive R-10 FOAM W ' - 4' 18" 6" 6" SEE NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 E ° m a d a_ m K. 0' - 4 CENTERED REQUIRED @ E SHEARI^IALL REQUIRED SHEARWALL UNDER, MIN. 24" MIN. O CENTERED ID W = w Nor #4 18" #4 24" #4 18" _ Nor „ „ " i W a " , SEE (3) #4 O 4'TIGHTLINE LLl z In 1 1 4 1 b 3" 24" 6 SHEAERwALL REQUIRED b @ @ @ (3) # 4 II A 4' 1 6 24" au 6 SHEARwALL REQUIRED 6 #4 @ 18 #4 @ 24 #4 @ 18 LL�a W I!P _ �- = g v ILI 6' 1 " p' 6" 36" 10" 6" SEE NOT na #5 11" #4 18" #5 /� 11" -' O 6' 1 " - 8' 1 36" 10" 6" SEE REQuoiRED 8u #5 11" #4 18" #5 11" -4 Z F- V SHEARVWLL REQUIRED u @ @ l'�' (4) # 4 �I J QSHEARWALL @ @ C9� (4) #4 A Z li X z10"MIN. 0 0 I x BELOW GRADE 4 u 10' 5" n n " SEE NOT a �' „ " O , 1" 10' Qn n„ a SEE NOT „ ,� ,� W 8 1 - 8 48 1 0 SHEARwALL REQUIRED 8 #5 @ 9 #5 @ 18 #5 @ 9 (4) # 5 2"CLR. III W 8 - 8 48 1 O 8 SHEARWALL REQUIRED oil #5 @ 9 #5 @ 18 #5 @ 9 (4) # 5 1 X 4 P.T.EXPANSION JNT. z LL "' O SCREENED 2"PVC MIN LAP SPLICE=24" R-10 c: II 2'GLR IL Z (� WEEP HOLES b'O.G. -CONDITIONED AREA SLAB w E. z ON GRADE Z Y MIN LAP SPLICE=24" N Ztn < TIGHTLINE 24' 18" MINMIN.. NOTES:FOR GENE �'�' B GENERAL NOTES: Z Y I B 1o' NOTE #1 SLAB OR FILL-SEE OTE ii 1wALL lit '� _ l �/ Z RAL * COLUMNS C, D, E, IN, X, Y, Z, ARE MINIMUMS. MAY U5E GREATER. • ' I - `L * COLUMNS C, D, E, IN, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE I • • v rzer R 10 FOAM * COLUMNS F, G, ARE MAXIMUMS. MAY LE55. WHEN NO SLAB 15 NEEDED. IN/10 MIL VB --- • DRAIN ROCK l ^ —� * COLUMNS F, G, ARE MAXIMUMS. MAY LE55. D DRAIN ROCK D �� V ®4"PERF. UNDER, MIN. .S" �-_-. 4"PERF. I— Q * ASSUMED SOIL BEARING PRE55URE: 2,000 P5F * A55UMED SOIL BEARING PRE55URE: 2,000 P5F RETAINED kT.(A) FILL REQUIRED b MILL VB ®V Jr V Z �/ * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF IN/ 25 P5F MAX SNOW C * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF Y`/ 25 P5F MAX SNOW 0' 4' NONE IF NO SLAB V G tu * REBAR MINIMUM GRADE 60. TOE HEEL * REBAR MINIMUM GRADE 60. 5' -b' 17 TOE HEEL 0 * CONCRETE MINIMUM fc 2500 psi * A55UMED SOIL BEARING PRESSURE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi T -8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F ri III2 W ** ANCHOR BOLT SPACING - U5E LESSER OF THIS OR 5HEAR WALL CALLOUT. ** ANCHOR BOLT SPACING - USE LE55ER OF THIS OR 5HEAR WALL CALLOUT. 9'- 10' 24" U_I NOT TO SCALE NOT TO SCALE kn m 3/4" 05B -- - I / 2 X WALL s 12" 50N0 TUBE -6 X b P.T. POST 88 �LL=g 11 1/8" BGI JOISTS R-21 INSULATION 8y8o ABU66 POST BASE (WHERE NEEDED) GARAGE DOOR +rig R-38 INSULATION ----- - p �- owo BUCK OUT FOR GARAGE DOOR 1PP IIIIIIIIIIIIIIIIMIIIIV ^� 1/4" X 3 1/2" DRIVE RAWL 1/2" SHEETROGK 4" CONC. SLAB OVER 6 MIL w < � ►—� 48" O.G. VAPOR BARRIER ON °g==n CONTINUOUS BLOCKING ea. (4) GRADE 40 #4 REBAR Q =6"`�� 2 X 6 STUDS 16 O.G. WITH GRANULAR FILL &� VERT. HOOKS R-1o®: I o DOUBLE TOP PLATE. -CONDITIONED AREA SLAB T213oN GRADE 4_____Th_, 2 X TREATED PLATE _;'_ GA Z111 1/4" X 3 1/2" DRIVE RAWL m " Acl IRWAY4o #4 REBAR liv _ �. ..oFw + 0 48" O.G. Z/ 1 -0 1 LYo -- o ``' �° Y / \ / R-10 FOAM / i �. J o=ww \ 4 WVi � TREATED SOLE PLATE I w / UNDER, MINE \ / ;'� 1>� ���__ ► (2) GRADE 40 Zpp�o 8" X 16" GONG. FOOTING W/ _ r flfli (2) GRADE 40 #4REBARoo'- (2) GRADE 40 # 4 HORZ. REBAR -J L - 2'-0" -� 16" #4 REBAR $/�lta ' 0 ap� ��w- tuna a�arzo w< o 6 MILL VAPOR BARRIOR - - - E1 I,4,EE2's 41-. UNDISTURBED SOIL Is . STD` OWNER APPROVAL 'T,T£M,S am LY . INITIAL: PAGE: /� STRIP FOOTING & PONY WALL / i POST FOOTING 1 0 THICKENED FOOTING iC ) TYPICAL FOUNDATION WALL 0 GARAGE DOOR ��, — 1 ' �L GG 1 " S " ' M 8� SCALE: 1 = � / SCALE: 1 = 1 w / SCALE: = 1 ' SCALE: 1 = 1 col i r 791 P ig AUG � ;� CITY OF Nlvb,v„ ,, - „3 6•• � t. wQ�O J. STERLING ;Of -- 11*-5 1/2" _-__-------- 28'-2" - 30'-111T 43'-q„_.--__- -- w tir. 2 CNI --T-51/2• 4'-0" 11'-T' - 5'-3" 11'-4" -- 141-81/2'- - -- 15'-5" -- 12-7112' -- - 31'-11i2"--- v v / I �„ '' J. STERLING ° tif in 1 ` wocw �r �� - 95W ABOVE(MAN)L- - - - -- e " i3 --- f il i I < � f I...� I W I I I f � I = V -I E ua€R's -S A& 0&02-201 S a_ fr? I I _I I x A5 a B 12 FD Floor Diaphraggm 15 can. �1t B c K.t c i. i - Sheathing: With joists at 24"or 19.2"OC, use min., 24 oc rated, �TEM 5 O#I t.Y . I 8 1* 6. APA Sturd-I-Floor; either 3/4"species group 1, or 7/8"species pA I U A4 ii: e n group 4. May be OSB or plywood. Good for 130 psf, TL @ L/3b0 deft. * Sheathing: With joists at 1 b"OG, use min., 16 oc rated, 4 APA Sturd-I-Floor, min., 19/32"thick. May be 055 or plywood. _ Good for 245 psf TL (4) U360 deft. a CD 1I C * Sheathing Layout: Case 1 per IBC 2306.2.1(1) b t _ - - - - -I -Orient sheets continuous over two or more spans,with the 6 12_2 'T - o o i ' , al) Ci II long dimension across supports. (n se * Nailing: Glue, and connect with 10d ring shank nails W It „ I I -O - - - - - J s,(2 x,2 eoe KBEA e5W A5 ' �! a ® 1 I or WI screws, at 6" edges, 12"field. R DECK FASCIA 5/4"COMP EXT.MAT. - - t i THD er) C. Blocking: not required except at supports (beams) and 8 siSfils - - J -lo I o I Ii I i 1 e �x .•� Q .•• _-.. \L 30.101V ROCKING AT �I� - N� 1�I 'A r- ID 1 404 u�EwawAR ccxNEcnc� $� YF q 1 ,. O b I I 1 I m III U I_ _ _03 IN F tta mh. _ I I 0 I - al . I I I 1 I I I m I I I r o s o� I I I I �` su L mI L _ I a fit► �a SpI"MwOG AT I 1 I o--� I 1 1 M -r,a - a ilATERIdI-0ALCWNEcnoN `. z zvIlir - 'i2 u~i6 JI I I I I L._ N N OW 7 \ e e �_m A 1°J-3" - 12-7112' -._-24'-0„ T-11/2 al `I e4fi l ,-wLm9fROaING At - ro -y _ :o - LATERAL I.GMISL110N 1O 54-0„ -J it o 1 L,' 7S_-i„ i _ i 5,_3„ I I 8,_7„ r ' 49 , 4'-111/2' .o :o v ' yl O � ' - GENERAL NOTES ° x- - 0 1 1 E le I ,e I I 1 __ 25%10 ill' O I I I 1� I I I I 12'-3„ ,3'-7 1/2 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. or CI w A __ ■ 11- u I� rGN - - - - I I� ___1_ ( v 1 L is 0 - - - - _ 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.it 2 U.N.O. V - 17)i B5W _ >�A _ L--1 -1- - -� -1 ( I o SIMPSON HANGER TYPES o 4 crri Lt r , 5/n x i2 GLB DECK ® 6 eca r >f4 r . _. A5 _ _i, I 3. VERIFY HEADER HEIGHTS WITH SUPER. Z D • _ 1 it DECK FASCIA S/4"IAMP.EM.MAT � -- lit- -- - -- - - OA -- - - (tl d' S BisT.w SPACERS � . 2-s trr' ® t r-r I F- -I MARK TYPE SIMPSON HANGER MODELS 4.ALL EXTERIOR WALLS ARE 2 x b- 16"D.G.STUDS, UNLESS NOTED tK X , ;� �- 9 I (l L. OTHERWISE. 111 Q O 4'-0„ 10'-3„_ f 24'-0112' - __ -", (] j7 ni - a-'i 1/2' 1.AC/ACE 4. BC 'C 6 -6•-7 iir - --- - 4a-6lir -- 15.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED 3 6 Z 2 w L POST CAP 2. LGE OTHERWISE. WI4 ra K am 2' - ---- - -1 - ( s 3. RTC b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER AI 1 ABU DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR " LOCATIONS. • POST BASES 2. ABA 3. AB - FRAMING NOTES z Wal ri W :-- - 1. H2.5A tr 14' MAX 14' MAX r TRUSS SE ISMIG 8 2 Hl 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 0 1.11 t ' , ,Si ` f HURRICANE TIES --- 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS& SIZES OF a�i SCALE: 3116" = 1' �.•% z A l\st FOUNDATION/SLAB/JOISTS BLOGKOUTS. '`l b NAILS PER END, MIN. 1. HGA10 . z 3. FLOOR JOIST OR ROOF TRU55JRAFTER LAYOUT SHOWN HERE 15 FOR ��lV(((n�],���))) pilopprilliplit- TYP. MID POST EAM TYP. EXP. BEAM SEISMIC SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND 5UBMIT Z1 1 z & HURRICANE TIES - ENGINEERED DESIGN TO TH£ BUILDING DEPARTMENT FOR APPROVAL U..� W ry� , - it -I 1. 1T5 4. MIU PRIORTO THEFABRICATIONANDINSTALLATION. rit Z CI I,' TYP. END I 4-ALL TRU55 TO TRU55&TRU55 TO BEAM CONNECTORS TO BE DESIGNED v 14 1b'-s 12„ 12-41 2' TOP-FLANGE CI�F � '� P05Ter ir I1HANGERS2- MIT/HITBY MANUFACTURER . ^v �� ® 3. IU5 / MIU 5. FLOOR SHEATHING TO BE 3/4" GDX OR OSB STURDI-FLOOR T&G,GLUE fi- v A 1 1 AND NAIL W/RING SHANK 8d's Q 6"EDGES& 12" IN THE FIELD. FACE V Z i1, ; + - - I 1. WS 4. LSSU GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" w v v Ihisk, 18'-s 1/2' t- 13'-51/2„ FACE MOUNT2. HU5 5. SKH OSB OR EQUAL.�IlkIL �I IkL 4X JOISTS TYP. JOIST HANGERS a� �_ GM5TG 1 b W/ GALV. TEGO NAILS. 3,•_,t•• 3. MUS (USP HANGER) 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w FILL ALL HOLES OVER LOCATIONS AND BETWEEN UPPER AND LOWER 5TUD5 AT FLOOR TO 1 , , W t 1 ALL WOOD, TYP. / GLULAM BEAM AND 1. mu 4. CJTZ FLOOR HOLDOWN LOCATIONS. IL LL.� DTT2Z REQ'D Q CMST i - N _. / _ \ - DOUBLE-SHEAR 2. HUG (USE OFFSET STRAP ENDS ONLY FASTEN BLOCKING IN/ 7 TYP. MID GOAT. 2X / \ TYP. END JOIST HANGERS HANGER FOR 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING Q 6 - 16D GALV. NAILS DECK COND. DECK GOAD. BEAMS SCHEDULE 3. HUGQ 1 EDGE OF DECK) LOCATIONS WHERE THERE 15 ALOAD BEARING WALL ABOVE. H FASTEN 2X PT LEDGER WITH BLKG TYP. ° DEFAULT MATERIAL:DOUG FIR NO.2 OR BETTER NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL (1 "I(3) ROWS OF 1/4" X 4 1/2" 505 DEFAULT GLULAM,LVL,P5L MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. V i DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. POSTS SCHEDULE 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE SCREWS 16" O.G. DEFAULT END POST CONNECTION:LCE,AGE, EPGZ,OR EGGQ,OR SIMILAR� / . DEFAULT MATERIAL:DOUG FIR NO.2 OR BETTER CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM " . DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LGE4,LCE4Z,OR RTC44. DEFAULT MID-POST CONNECTION.LPCZ,PGZ,OR GGQ,OR SIMILAR. DEFAULT BOTTOM CONNECTION ON PLATE:2, FC OR 2,A34 WITH SCREWS,OR 4, 160 FACE NAILS CONNECTIONS. ' DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGO OR SIMILAR. DEFAULT BOTTOM CONNECTION ON BEAM:2, FG OR 2,A34 WITH SCREWS,OR PGZ, 7 FOR ALL DECKS UP TO 14 , 1 X-BRACING DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABA!OR GBS& w FOR DECKS 14' 28', 2 X-BRAGINGS RIM PER PLAN DTT2Z REQ.') GMST ENGINEERS CONNECTOR ENGMEER5 CONNECTOR ° MARK MIN., USE ALT . MIN., USE MARK MIN., USE ALT . MIN., USE ALTERNATEBOTTOM GO NNEGTIONONCONCRETE:ri5REBARORS/8"ALL-THREAD,EPDXY 6"MIN JOIST NOTES ° � FOR DECKS 28' - 42', 3 X-BRACINGS SOLID 2X BLOCKING 1 STRAP ENDS ONLY (IF BLANK, U5E DEF.ABOVE) (IF BLANK,U5E DEF.ABOVE) INTO P05T BUTT,AND b"MIN.,EMBED IN GONG.GONG EMBED MAYBE WET SET OR EPDXY. � o ENGINEERS MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR .--11g AT LATERAL LOAD 2c r 40B I 1 3/4"X 11 7/8"LVL IN ADDITION TO FL.JOISTS FOR FIREPLACE SUPPORT 45B (2)- 1 3/4"x 11 l/8" LVL MARK (IF BLANK,USE DEF.ABOVE) DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION 15 GON'T OR SKIP =_ o �� i2 CONNECTION DTT2Z W/ 1/2" ROD, TYP ry BLOCKING ANDH2.5, � � 41 B I (2)- 1 3/4"x 11 7/8"LVL 46B ► (2)- 1 3/4"x 11 1/8" LVL ('10P> 2-2x4 4 X 4 - OR H1, OR A34 WITH SCREWS. h � ym TYP. HORIZ. CANTILEVER v I �_ TYP. LVL, 2X, LSL JOIST, DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER z . F CPAYER DECK BRACING } ( DEFAULT SAWN FACE MOUNT HANGER 15 U, W, OR LUS. USE SLOPED/ ° � OR 2 BAY BLOCKING 42B (2)- 1 3/4' x 11 7!8"LVL ¢ IB 1 5 1/2 X 13.5 GLB 6 3/4"X 12" GLB "I1 P 3-2x4 2-2x6 4 X 6 SKEWED WHERE APPROPRIATE. h o X 30 DEFAULT SAWN TOP FLANGE HANGER 15 JBA, LB, BA, ORB(WELDED APP, 30 y °::1: " 435 I s va° X 11 7J8"LVL 455 } 51/2"X 12"GLB (73PP) 3-2xb b X 6 4-2x4 -USE LB, BA, OR B) w;61,16:2112:11: ANY NATIONAL I-JOIST BRAND, EQUAL OR STRONGER MAY BE SUBSTITUTED �DEFAULT I-JOIST FACE MOUNT HANGER 15 IU5 OR MIU44B (2)- 1 3/4"x 11 7/8"LVL 4c1B F 1 3/4"x 11 1/8"LVL (14P) 6 X 6 PT 5 X b FT GLB DEFAULT I-JOIST TOP FLANGE HANGER 15 ITS,HIT, OR MIT a't wm 30 LB FELT OR SUITABLE BARRIER Face Mount at 1.1._ ? aa TO BE USED BETWEEN HANGER AND Joist hanger H ,1Floor Joist Blocking per IRG 502.7 k AGQ-D 8 GA-B TREATED SILL HARD.-PLANK 5101NG u(seismic Design Categories Dt 8 D2) 4 ei,I �SILL SEAL BGI JOISt - TWEKHOUSEWRAPo 0 Niiiillbo ,' )')\t. FQBlocking T/16058 SHEATHING O o ii '/% PLAN AREAS nu_ IIIIIIo, ADDED 2 X BLOCKING FOR DEPTH FLASHING , OR 1 1(1 24 X24 CANGRETE __ _ 33�� PAVER DECKING dRr 0 A 6 AFT_ MAIN FLOOR 2,201 SQ.FT. SIMFWN ZMAX LU5210 or % Iiciiii Wilk Y ♦ , ,I/� �I�'ll►I , DTT2ZBASEMENT 1 ,300 SQ.FT. OWNER APPROVAL \/` ��� 2X 12 PT.JOIST I6"O.G.� - R� FASTEN 2X PT LEDGER WITHsiNPs"Oso-oNg-ne Intermediate / NNiN LATERAL LOADCANNECTON ��' STORAGE / UTILITY 563 SQ.FT. NITIAL: 1T511. n ® Nail Boise Rimboard 50LIDAD CONNENGAT (3)ROVe OF 1/4"X41n'505BEND TAB AND Bearing Versa-Lam or Boise GLULAM to BGI Jolst with bd ge FASTEN WITH 10 ® 2 X 10 THE A D DECK LEDGER , PAGE: In"NAILS WHEN (WALL OR BEAM) Nailing per local Bf4l.wdth shall exceed nail into each flange. TOTAL LIVING AREA: 4 Ob�F SQ.FT. WEB STIFFENERS '% code provisions GARAGE 536 SQ.FT. ARE NOT USED - 2X specified hanger nail length s R rI T1n r? A TOP PLATE HANGER ra CONTINUOUS BLOCKING i/' JOIST TO BEAM r� RIMBOARD DECK/HOUSE CONNECTION SHOP149 SQ.FT. OF: � NOT TO SCALE \ i•> NIT TO SCALE \ V J NIT TO SCALE NOT TO SCALE SCALE: 3/4" = 1' ENTRY 31 SQ.FT. AUG 0 8 2018 OPEN DECK 462 SQ.FT. CITY OF ANAt:vr,t ES Rkb - „3'$" -- __..---- -- - - � �oF w�spdC3 J. STERLING 1t•-s t/7' - -----2a'-T -- -__._.--_- - 3a-t 1l2" --- ---. ----- -- - - - -- -----_ a3•-a' - ---------- -- �`► � � co T-51IT 4'-0" 11'-6112" ---7-41/T---7-11"-- 1T_4„ _ ..-_. 1i'-81/2" - - 17-71f2" 3T-11@" - R -- 4 s' J. STERLING 'D - a 1a 1 5 - /, { 3'-0" 4'-0" 3-0" 3'-0 2' 10" { 3'-0"--}-1'-1a'- �(�•/ a . ^NQ - -YV61 3050 5H. - - - - -i^I62 3050 5H.- W63 3050 5H- - - -W84 3050 5H• - - -I (-I ________- -� � 1/4 1 LE N O a Li WABOVE(HAIN)_ - 7 I 5 I I lil8•rKa W3WZo I ul n 5 LJ NOTE: VERIFY ALL HEADER O$-02 �0 8 z ° = I I 4 4 HEIGHTS WITH SUPERVISORr Ei1.44IA&E6 t`S •$64L a m = N .p in �i WLL Np H 2 1I o- `' NOTE: CONSTRUCTION AND APPLIANCES ' 00 4,4 4 o1 TO COMPLY WITH ENERGY CREDITS TAKEN IS Fat arse'. L.Y . I- o _, � I o2l 21 i LL b o o N I iENERGY CREDIT 1aTS•In ��[.Y .z m 4X6 6 n mr ®o o I I I� EFFICIENT BUILDING ENVELOPE o q ® n -WINDOWS: U=0.28 El y w ff FLOOR: = R-38 INSULATION 1 m m -SLAB ON GRADE-R-10 ENTIRE 5LA8 a :u = 17c--- PD #1 0 GUEST BED #2 9 9 ENERGYCREDIT 2a GARAGE b b- II 2 k 0111) - °n - ,� 6 I i I- R AIR LEAKAGE CONTROL& EFFICIENT VENTILATION 685 SQ FT Pt Z a UT 24'-4" - t7 2 I 3016 AWN.o sL. - - - -1 -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR (') ,:I- " ,�,-'�UE5T BATH 1 ---- ---- ---_.-- -- - I" m m ® 10'CEILING f V 10'LpUNG , 5 4X6 - _ _ -fir _ -WHOLE HOUSE FAN PER SECTION M1507.3 (.0 I # 1 625QF7 I I _ I 96" j r ' _ _kit _._I _ ENERGY CREDIT 3a (1) 0 - i I \ o j 1 f7"® -� - Q zI ® I HIGH EFFICIENCY HVAC EQUIPMENT r N X ID; } ( W � oeo N�' -GAS FIRED, PROPANE, OR OIL FIRED BOILER g 0 H I , I- - - to r 7-0 i . -I h` m F r� m® I WITH MINIMUM AFUE OR 94%. I I 1 % GUEST BATH 42 , ) CLOSET �- LJ A l p _ I o , Tz sa"r 3._2., 2 41 s� r I ENERGY CREDIT 5c117:3 �' - AI o I v a 1 0 LpUNG i EFFICIENT WATER HEATING _ _ _ m ®in • I//� s$ 7 e 1 _GAS FIRED, PROPANE,WITH MINIMUM EF OF 91%. r- - '° f?` I T�. �C `- _ ,._ i _3080: _ ® _ 080_ _ 2880 - _ , , o � lD I j J I 10 I b U --14'-91/2" f 1 -- -5•'T 1-- __ t7'_T a$" �4'-701Y1" r J a L -I I ( I " qo G (^ I L .. I m g mf l I I •}e z. �I�i11 w a I. }' J REG ROOM is-3^ 17-11!? 7a'-0 r T-11/2W i 1a N HALL . a, m ® 10'CEILING 10'CEILING 148 SQ FT _ b b 59-0" _4 mI N N E - "i -VERIFY R!O W/SUPERJ75oR 7-2 1/7' 4 - 0 to_ a. -WIN.HOR TO ALIGN W/DOOR NPR oF� V iv .O IN THIS AREA TAIR TO EXTEND PAST WALL, °� rI -171a - "' N- 0- RAIL ON SIDE \ + I--,---7 � � b- 2 l 0 ` o� Op ■. • 1/2" SHEETROCK `l+ 4x8 ��,. �b `«OSTAiRUER n Ctif 25•-tot/2" p7 8" CONCRETE WALL 3 O 1 ,,,,j up, _ 5 53 -T G illy T _ 17-3" 13'-1112" ,va,e oc* aef FURRED OUT HALF-WALL UNDER STAIRS ;, LI� F� I R-21 INSULATION FLOOR PLAN NOTES to tic I � -. -. _ i0 LOVER FOUNDATIONWALLI 81 9" ---. s h I •r.. 4X6 ®ab"- - - - - - �',c. I'- "- - ' "- I -- f 1 _ I - ye ._.__� - • 2 X 4 WALL © 6" FROM CONCRETE SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED O - - - _ _ IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA r ea R G �I►;411 I _I_I�L --.. .. ._._._�. ____ �_ .... ____...___. ..-. __.-_- __ �, _3080 ( ;. -`� � - BUILT OUT ONLY IN FINISHED AREAS 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, Z � W m 'B r'�, 9. .., �';- T --- - -- - - alb 4' f V REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE _ Cfl �p DM I y 3'-0" I 6'-11 1/2" 1� 1 A I'- -I > I N BUILDING WIRING AND SHALL BE EQUIPPEDWRHABATTERY BACKUP. SMOKE 0.F X f- ES 2A'I R �" - I L- -T _, ' 0 -6 1/2" WEDGE ANCHOR 48" O• .C. DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. Q O 4'-0" ia$117 6-3" _._.. - _ 24'-011T---- - .___ • ----- HYVH I l TO BE 2 X BORATE TREATED PLATE 2 m a Q m a$" _ g•_2^ _ 41'0" -.. -----._. _ __.__. 8 PROVIDED®DEDICATED SHELF AND HANGING ROD. =� Q I - FAU _ COMBUSTION AIR VENTING OR 49'-7• --___ _-- - -. -____ L - SUITABLE EQUIVALENT - -I WINDOW SCHEDULE '> , '-'1/4-7 3 BUILT IN SHELVES. NUMBER OTY FLOOR SIZE WIDTH HEIGHT TEMP. DESCRIPTION - W0, 3220 38° 24" PIG. S KING STUD TYPICAL FURRED OUT W • UE 02 3220 38" 24" PIG. • USE 2, 1.75X5.5 LYLS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. fr NO3 2010 24" 84" YE5 PIG. - HEADER(5)MAY HANG ON THIS WITH HUG, HUGO OR SIMILAR.W04 2070 24" 84" YES PIG. -- 1- WALL IN BASEMENT 4 CABINET-OWNER/CONTRACTOR TO VERIFY. w W05 2070 24" 84° YES PIC. 16 K5 KING STUD RAISED STORAGE AREA o N WO6 2070 24" 84• YES PIG. USE 2, 1.75X5.5 LVLS, SOT.PLT.TO SOT.OF 26H.CONNECT TO 26H W/A34 EACH SIDE. UTILITY/STORAGE , Ir " ' EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.1 Z !L NOB 10 124 8' 84` YES PIG. 'D 322 SQ FT 58 OFF OF FLOOR / SCALE: 3/4 = 1 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" O NOB 1610 18" 84• YES PIC.OBSG- - HEADER(5)MAY HANG ON THIS WITH LUG,HUG OR SIMILAR. is CEILING 2g? (1 ' cr HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. w O W09 1670 18" 84" YES PIG.085G. -_--- - ---T Y410 3016 36" 10" AWN.OBSC. BEAMS SCHEDULE - Ali }}'''�' - L U Wtt 3016 36" 18" AWN.085G. DEFAULT MATERIAL:DOUG FIR NO.2 OR BETTER OilGENERAL`L NOTES W72 3016 36" 18" AWN.OBSG. _ DEFAULT GWLAM,LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. - 6 TEMPERED GLASS _ W13 3220 38 24" ANN.OBSG. DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW W14 3220 38" 24" AWN.085G. DEFAULT END POST CONNECTION:LGE,ACE,EPGZ,OR ECCO,OR SIMILAR. r W15 3070 36" 84' SH. DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LLE4,LCE4Z,OR RTG44. 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL BUILDING ALL BE PROVIDED NITH DEVICES T ACTING G VALVES ARE Z INSTALLED,SHALL BE PROVIDED WITH TO ABSORB HIGH PRESSURES 1,116 3070 36" 84` PIG. 11-1al rW17 3070 36" 84" 5H. DEFAULT BEAM T T CONNECTION:LPCZ,PGZ,OR CCQ,OR SIMILAR. D.F. } RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, - DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HULA OR SIMILAR. 2.ALL HEADER MATERIAL TO BE 4 x 10 D. #2 U.N.O. 1 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE in N W1 a 4066 48" 78" SOT.ANN. --I- STRAPPED WITHIN UPPER 1/3 AND LONER 1/3 TO PREVENT OVERTURNING IN AN Z N ENGINEERS CONNECTOR 1EARTHQUAKE.MIN.EFFICIENCY OF 41% \ : c0 W19 4036 48• 42" PIG. MIN., USE ALT 1 MIN., USE 3.VERIFY HEADER HEIGHTS WITH SUPER. V y W20 4066 48" 78" BOT.AWN, MARK (IF BLANK, USE DEF.ABOVE) - --18'-11 V2" • .. - - 17-31Q" FA.U.ON lb" PLATFORM.TOP OF PLATFORM TO BE 11/e"T8G PLYWOOD. ........ I n- W21 4036 48" 42° PIG. _ : - - - - �4n 4.ALL EXTERIOR WALLS ARE 2 x 6- lb"O.G. STUDS, UNLESS NOTED OTHERWISE. EXPOSED FACE AND SIDES TO HAVE 1 LAYER 518"TYPE"X"GYP.BD. NO FURNACE SHALL W23 5036 60" 42" PIC. 305 E 51/6°X 15"GCB I .._ ® �- - I 6 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, W23 5036 60" 42" PIG. .,.`-. - -"---_ - _-- ___ I - r BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF y Q 1N24 4636 54" 42" PIG. 5.ALL INTERIOR WALLS ARE 2 x 4- 1b"O.G. STUDS, UNLESS NOTED OTHERWISE. FURNACE Z V/ Y425 4666 54" 78" PIG. 315 15 1/8"X 12"GCB HUGQ AT 72P -- --- W26 5066 60" 78" PIG. L' '+• -J PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 1 W27 4666 54" 78" PIG. ` - - ta'-svz' - ,3'-51rT 6. PROVIDEBAGKINGINALLBATHROOMSFORTOWELBARS,TOILETPAPER CONTROL VALYE58 WASTE ATWASHER EXHAUST DUCTS SHALL NOT EXCEED ATOTAL W28 3066 36" 18" HOT.ANN. 325 5 1/8"X 19 1/2"GL8 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR i COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 14129 . 3036 36" 42" PIC. --- 31•-11" LOCATIONS. THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR W NW 3066 36" 18" SOT.AWN. EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF W I ,, 1 W31 6080 72" 96" PATIO DOORSMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. Cl- Il-t'; W32 3066 36" 78" Bar.Arm. 33B 5118"X12"GCB • F RA M I N G NOTES 1"133 3016 36" 18" PIG. MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND PONDER ROOMS SHALL BE W34 6016 72" 18" PIC. 34B 13 1/2"X 6"GLB 4x8 DF PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 < O W35 3016 36" 18" PIC. C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW W36 3040 36' 48" CASE, HEADER SCHEDULE 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 10 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, W37 3040 36" , 48" CASE. AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK 4O0 1 3/4"X 11 7/6"LVL IN ADDITION TO FL.JOISTS FOR FIREPLACE SUPPORT W38 2070 24` 84" YE5 PIG. DEFAULT HEADER MATERIAL:DOUG FIR NO.2 OR BETTER 2. COORDINATE IN/ TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE /MECH. & ELEC. FOR LOCATIONS& SIZES OF FOUNDATION/SLAB/JOISTS CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX t(), (() W39 20'10 24" 84" YES PIG. -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"CONFIG. BLOCKOUTS. CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH W40 2070 24" 84" YES PIC. 41 B 1 (2)- 1 3/4"x 11 7/8"LVL DEFAULT TRIMMER:USE 1,2X STUD OR SIMPSON LUG HANGER,EACH END. DOMESTIC DRYER EXHAUST W41 2070 24" 84" YES PIG. DEFAULT KING STUD:OPENING 6-FEET WIDE AND LE55 USE 1,FULL HEIGHT STUD EACH END(PL.TO PL.) W42 2070 24" 84" YES PIG. DEFAULT KING STUD:OPENING WIDER THAN 6-FEET,USE 2,FULL HEIGHT STUDS EACH END(PL.TO PL.) 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC DESIGN ONLY. 1N43 3056 36° 66" SOT.AWN. 425 (2)- 1 3/4"x 11 1/8"LVL POSTS SCHEDULE MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 's W44 3016 36" 18" ANN. _ PLAN ENGINEERS ALT. 1 MIN., ALT.2 MIN., TRIMMER,EACH END LNG STUD, DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. 1 1 AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. wooer W45 3016 36° 18" AWN. DEFAULT MATERIAL:DOUG FIR NO.2OR BETTER GALLOUT MARK MIN., USE USE USE (IF BLANK USE EACH END < o°Lw< W46 3216 38• 18" AWN.0566. 435 5 1/4" X 11 1/8"LVL DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,AM WITH SCREWS,OR 4, 16D FACE NAILS DEFAULT ABOVE) 27 x 30^MIN.ATTIC ACCESS TO BE ACCESSIBLE W1TH UNOBSTRUCTED HEADROOM. � $2 o a W41 3216 38" 18" AWN.OBSG- _ DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PCZ. 4. ALL TRUSS TO TRUSS &TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FRAME OUTAGCE55 HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1 2 PLYWOOD. Lugoil1 1,448 3216 38' 18" PIG.OBSG. DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR A8,OR ABU,OR ABW,OR CB542 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR .a.5 W49 3216 38" 18" PIC.055C. 44B I (2)- 1 3/4"x 11 7/b"LVL ALTERNATE BOTTOM CONNECTION ON CONCRETE 85 REBAR OR 5/8"ALL-THREAD, EPDXY 6"MIN > 5. FLOOR SHEATHING TO BE 3/4"GDX OR OSB STURDI-FLOOR T&G, G W E AND NAIL W/RING SHANK 8d's SEALED TIGHT. z w o o F- _ 20 H 2X6 L-CONF. 4Xb ? ;ka=E W50 3216 38" 18" PIG.OBSC. INTO POST BUTT,AND 6"MIN., EMBED IN GONG.GONG EMBED MAYBE WET SET OR EPDXY. 6" EDGES & 12"IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO `rc-aamo WW GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING 3 u w a W51 2 5020 60" 24" PIC. . . ENGINEERS CONNECTOR q BE 7/16"05B OR EQUAL. 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS F a o 10452 2 5020 60" 24' PIG. 455 I (2)- 1 3/4"X 11 7/6"LVL pggRK MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE (IF BLANK,USE DEF.ABOVE) J THROUGH PER I.R.C.SECTION 3122. O gwwa W53 2 5020 60" 24" PIG. 4X8 21 H 2 2X8 W54 0 3050 36". 60" 5H. 2X10 L-GONE 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN �w"°' L-GONE. 4X8 � W55 0 3050 36" 60" 5H. 465 / (2)- 1 3/4"x 11 7/8"LVL u�. UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. TRIM AAUAGE.CONTRACTOR ZERO CLEARANCE SSHALL GAS ALL FIREPLACE S. REFER WITH OWNER FOR 3 w•i 00 -TOP 2-2x4 4 X 4 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO O m z w F V456 0 3050 36" 60" PIC. _� UI 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE "o s o g W57 0 3050 , 36' 60" 5H. lu 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD SURROUND&HEARTH MATERIAL. I32 Vv58 0 3050 36" 60" SH. 4101 5112"X13.5"GLB 63/4"X12"GLB "I1P 3-2x4 2-2x6 4X6 It 22 H 4X12 6X10 m BEARING WALL ABOVE. 1L 338ag§o Ni59 0 3050 36" 60` PIG. _ 15 D GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR g"o MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. g P o 0 W60 0 3050 36° 60" SH. 000zG$ W61 0 3050 36" 60` MI. 8,ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 48B 5 1/2"X 12 GLB 72P 3-2x6 6 X 6 4-2x4 ` UPPER HEADER,USE MIN., 5X12 GLULAM FULL LENGTH OF WALL, .iIM W62 0 3050 36" 60" 5H. ® -15'LONG. PLACE ON TOP OF 95W AND CONNECT TO 95W PER Z a30oo W63 0 3050 36^ 60" 5H. 26 H THAT GALLOUT. 18K5 TO CONNECT TO BOTTOM OF Z6H PER 78K5 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS A5 WELL A5 FROM 1 6 20 MIN.FIRE RATED DOOR W!SELF-CLOSING DEVICE. Sag= V964 0 3050 36" 60" 5H. 4qB } 1 3/4"x 11 7/8"LVL 't4P 6 X b PT 5 X 6 PT GL8 TRUSS OR RAFTER TO BEAM CONNECTIONS. _E GALLOUT MID HEADER, USE MIN.,2,2X4 OR 4X4. W ot1=`'`_ W65 0 3016 36'_ 18'__- AWN.OSSG_ w,31-q 1NINDOIN FLASHING INSTALLATION ��'c'ci HEADER LESS THAN 5 HEADER MORE THAN 5' WINDOW W/ 6 POST WINDOW W/ 3 POST I°9IdLL t t jr t jr jr ----...------ STEP # 3 STEP # 2 STEP # 1 PLAN AREAS in < oo'go /"m"m MAIN FLOOR 2,201 SQ.FT. ' "_ 0 )[ I■ BASEMENT �^1, HEADER LESS THAN 5' HEADER MORE THAN 5' - f/� (( BASEMENT 1 ,300 �.'Q.FT. OV'LNER APPROVAL r � STORAGE / UTILITY 563 SQ.FT. INITIAL: �(1)TRIMMER CONCEAL FLANGE - i� j HANGER EA SIDE ( STEP A-U_ TOP - - --- (1)KING STUD FROM (2)KING STUDS BOTTOMPLATET0 PROM TOP PLATETO -' -4-INSTALL PAGE: ry/ PLATE BOTTOM PLATE I 1 TOTAL LIVING AREA: 4,064 5Q.FT. !L (I)TRIMMER en TRIMMER (2)KINGBOTTO (2)KING - � �/ `, STELA- GARAGE 536 SQ.FT. W FROM TOP PLATE TO FROM TOP PLATE TO I et BOTTOM PLATE BOTTOM PLATE STEP B- / - 4 INSTALL TYVEK TAPE LLI -rY I _ INSTALL TYVEK APRON BELOW �� �� T IM .I I I 't WINDOW SILL SHOP 149 50 FT. oF: D M r� i STEP B- ENTRY 39 5Q.FT. V STEP G- INSTALL VYCOR ACROSS WINDOW SILL 018 i OPEN DECK 462 SQ_FT. STEP A- INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS CITYAUG OF ANA08l:2vrl d ES t, 'OFWAAsk{LjtJti+ J. STERLING - ri T-5 1fT 4'-0" 11'-bill" 5'-3 ilT 11' 30'-1 1l2" w .. `_- - o 11'-5 1/2' �'-7' ZZ -4" _._---_--- 14'-81/2" 15'-5" --- 17-71/7' 31'-11/2" 1 'r i J. STERLING i -- RQ DECK FAST5/4"G PACERS MAL._. p - - - - t - `�, ��/ - - _ --_- ----_ Q T.F41 Ji ` � - -; Al , - -- I njiB A, 1/4" = 1' U.N.O. a r- - = Q ®� 5I/2"x12"GLB DECK BEAM i 1 95N4 ABOY-(two_ - - - - ` ,I, .-, _I i I S Z ® I Iaa • ® I ' r - W T = I I WJW 20 6 :) I L_i I ( r Ay£E21s $E,,tf„ 08-02-201 S rx rc -4 I ^ I I4fr €x i A7 m �A� ( IE I/g B 1 p D A 5 Cott 5C¢dt't`c an p m 7 vA1 i t Al 1 12 Floor DinotLr9am f A� AlA� �r�4a s o, t Lit . - 1, - m ,: F - o L l l I -i _ I ���"` o 1 Sheathing: Wlth joists at 24"or 19.2"OG, use min., 24 oc rated, Orc Al - og F , ; I I _ I �i x _ APA Sturd-I-Floor; either 3/4"species group 1, or 7/8"species % S. < ^ '-i , ,~n , q a _ group 4. May be 05B or plywood. Good for 130 psf, TL Q L/360 deft. - fix- - a pa i i - Oa - I tv mt ' ��1 - c a m * Sheathing: With joists at 16"OG, use min., 16 oc rated, C n - a0 O m _ o< APA 5turd-I-Floor, min., 19l32"thick. May be 055 or plywood- a _ _X o_ a' °o 11 1 $°o I I _=o a Good for 245 psf TL Q L/360 deft. b n 011) Y J OIJL-_.. I -�O 0 w " ! o l � Sheathing Layout: Case 1 per IBC 2306.2.1(1) ii 4 m a m J I J IL I --I __ 4.{" _ -.-5'-0 1/7' __. ___.- 15,_5„ __..._. ..-_ _ I __ - z '• sr o w ry --: - -. - - m I I I 1 m n -1-I _... --. -_. "� --_p -Orient Sheets continuous over Iwo Or more spans,with the Its M �,7H1 IL I= -- _m oi long dimension across supports. /'�\ cA a $ f2 . ;! 1 i I .1 1 49B I 03 * Nailing: Glue, and connect with 10d ring shank nails p u,...- A -7-51/T= 4'-0" n I I I _ I1 r - - -- __-._ _ - - - -� B - �u�..- - _J r As. - - - �I I 17HD (2OR 2)-13/4"x 11 1/B"LYL 81 R io " m, - ' or#9 screws, at 6" edges, 12"field. ��. 5 12 x 12'GLB DECK BEAM ,"."t FLOOR BEAMS_ _ , Al X Q I I i1 * r p (beams) ndID �T _ - _ = I g - bOR Blocking: not required except at sg %�ELD BEAM HANGER tOSW KI �( s 85W- e�>p v - -- T •� ml-- _. __ I - �� 5H connections to shear walls below.up _-__ t ortsa OR MOVESW LONNELTION • I^ 2 N 1 -- - �._.'. ® ABWEFLOOR FRAMING4 - � � - 1 I \I I. _ FI-JG5T HANGS ON 48"OR GREATER I I \A)y/ g __. m I I __.__ _ __ -- - -STEM INN I AND 15 PAGNIit 'V I III 1 I I INSTALL.BLOCKING IN(2)BAYS m Fs .©.� Q .- 1-, -_� A . K _ � A -SLREWOR NAILS 3'O.O.THRU A c fin'' `-W I • ': ¢' 1 ° Al4 5UBFLOOR Al -I- - - - - i samaxo�rvNs.T / 1 wreRu Laa crn,NEcnoN o 9W. I I - ^ I _- ` 7 ,,-1 Al A q / I _® I >r > rr �r �rrr _ 4 !2" - - al N 1 . . I 15'3 ._�.-f T (. I -. .I I -... '-101 ----� L -1 I F 0 _ - qg8 m 1 J r m I _50.1DA&OfXING.i Q I I __ - . - 1 1 r�.. iir IL! I' _ • W_ I I - twrElwuaAnGoxeEcnox 0 E -- 11 i/8' BG�i 8 Y JOISTS 12"O L.�� 17-7 1lT I .. en i W N I m "a1 Y [, - ( 24'-0" r T-1 1!2" w ♦ -4- 'f 5h10]%9.GlXINbM -. 15'-3" J -` - _ -. 12 FD FLOOR DIAPHRAGM / so 5•r-fY' IX _I 1 LL `"': m O- �_ .-'I ® `y-� ' 1.. '- I_v-- 16.-0„ 51I .. A•1 ttv :o ;o g m m , /��- GENERAL NOTES I` WU - _.._ --,s I= I _..I_. -13'-11" -- -... - -- _}-4.4 11T L` V o w I 1 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE- C .0 m- I..I I x 1 I I 1 IMPSON HAN R i s » • I o FO Al - y1 " C S) - 1 a'-10 1/2" 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. ,- I I ->r!1 ° 13f4 xn7r8 LVL 9�B �. t 3/4"X 11 718'LYL FLOOR BEAM FLOOR BEAMS - - _o r- Oc l I FORflREPLALE SUPPoRf _ - ----c - 17 3 isc-r liz 3.VERIFY HEADER HEIGHTS WITH SUPER. co m - - = = _ } _._ - _. _ - _ __ __ 4:r x l4P - - - _B'$'� 4'-11 112'� t SAID OAT ;v` 11 718'BG 6000 1.8'I'JOISTS 16 0.G. - __(2)-1 3/4"X 11 1/8"LYL - WELoRMavEANGERTOEWKIT- -lniER+LLOM eoNxeccox e __ - SH - v - - „ -, - DRMOVE5W CONNECTION _ - t-v- r - 12 FD FLOOR DIAPHRAGM - _n 1 FLOOR BEAM a" L- -ALL EXTERIOR WALLS ARE 2 x b- lb" O-C. STUDS, UNLESS NOTED ABOVE FLOONNECTION SHasyt _-- D� _IV-t._-_ •,_,, N -I Ip ^ I_ b•-i11 5'-3 vz' SIMPSON HANGER E5 4 OTHERWISE. 1 ID r,. ;a I Il;;� 51/2'x12 GLB DECK BEAM, _. ..:: .'-_ Al �''-m>•„, :, :,4� c- ` ., -.-; _ vC ci _. _.�- - I :V r- - - - - +_ 10A. _- O S � O -O 5 TYPES DECK FASCIA 5/4 COMP.EXT.MAT ---- -_ - - _- ., -- I . ALL INTERIOR WALLS ARE 2 x 4- 16"O.G-STUDS, UNLESS NOTED - ch t- Y -INST.NY SPACERS ® L_ -a-- A MARK TYPE SIMPSON HANGER MODELS 5 OTHERWISE. X 0' m cVs ® -- __ . .___- 10'-81/7' o - ,-'I` -_- - 24'-0 7f2" - -- ,:. :. Al,o� - - - - 1 3l4'X 11 Vb"L m O - to A'ff- _ _ L F I FLOOR BEAM_ - 1. AG/ACE 4. BC b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER -J 7-2" - -- 1 1 I i�.C►, DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 3 61 44-z - - - r R-mi .i POST GAP 2. LGE LOCATIONS. co p 110 STAIR TO DECK BELOW I 1'`+m ittio3 d I o I ° 3. RTG FRAMING NOTES A11 fax 4 �a� _ -�W -boo ' 1- ABuILL r 1 m 476 .. I N= x ij _ I "SI POST BASES 2. ABA 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. , 1 W -z , - r V II i Oa m I Oa �g I " L J - 4: ^ - 6 0 I I o LLI • o 3. ABW 2-COORDINATE W/MECH. &ELEC. FOR LOCATIONS& SIZES OF -m it O o I FOUNDATION/SLAB/JOISTS BLOCKOUTS, 14' MAX 14' MAXto 8 o m o�I I ° ] _ IA, ,/e L TRUSS SEISMIC & 1. H2.5A O O , ' �' } } - 2. H1 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR jL v `"A® Ikt $LL - 'I I ORS^" HURRICANE TIES SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ZI SCALE: 3/16" = 1' _IL1 a XX/¢ m m I1 - m n10 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL69 '`+.I "a °' �B 1 1. HGA10PRIORTOTHEFABRICATIONANDINSTALLATION. Zt�IL5PEREND, MIN. rx4 I `l> T� F FIJ019T HANGS DN 48"OR GREATER =� EXP. BEAM SEISMIC a •X EAMTYP. TTT G�MwAI ANnIB PARAI cl 4.ALLTRU55TOTRU55 &TRU55TOBEAMCONNECTORS TO BE DESIGNED Z` D ® / - & HURRICANE TIES BY MANUFACTURER W uJ CA L^ N -INSTALL BLOCKING IN(2)BAYS �{ , A-f WR1 -$GREW OR NAIL53'O.C.THRU60RAl � N Xpppr 111110411\ ; ;,Mai SUBFLOORJ- - r5.FLOORSHEATHING TD8E314" GDX OR 058 STURDI-FLOOR T&G, GLUE 'J za ( I ] i1. 1T54. MIU '„01 4 TYP END - t ��i AND NAIL W/RING SHANK 8d's 6"EDGES& 12" IN THE FIELD. FACEV jZ', POST �- I I ��.. a'-31rz' " TOP-FLANGE ♦ Ill�� 13 0" 711/7' I i 8-0 1 I '� 2. MIT/HIT GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7116" , ^ - • I it � - I HANGERS 3- IU5/ MIU OSB OR EQUAL. Z Q I 1. W5 4. L55U b. PROVIDE SOLID BLOCKING IN THE J0157 CAVITY BENEATH ALL 11 p lir011111111111 T-. - - _a b^_ _a-11 1/z' -1 FACE-MOUNT LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO W IX p ° v 3'-0 5'-5 1/T 13'-5112 2. HUS 5. SKH FLOOR HOEDOWN LOCATIONS. 0 f III likik, GMSTG 16 W/ GALV. TEGO NAILS. 4X JOISTS TYP. L. J015THANGERS31'-11" 10 3. MU5 (USEHANGER) �• PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING W- - FILL ALL HOLES OVER- LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. W ALL WOOD, TYP. GLULAM BEAM AND 1. Hu 4. GJTZ W LLI J DTT2Z REQ'D aQ GMST ' DOUBLE SHEAR 2. HUG (USE OFFSET 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. STRAP ENDS ONLY FASTEN BLOCKING WI TYI . MID \ CONT. 2X / TYP. END J015T HANGERS HANGER FOR O b - 16D GALV. NAILS DECK GOND. - \ 3. HUGO EDGE OF DECK) '1. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE BLKG TYE \ DECK GOND. SEAMS SCHEDULE GONNEGTIDNS AS WELL AS FROM TRUSS OR RAFTER TO BEAM .II-^ �' FASTEN 2X PT LEDGER WITH �( DEFAULT MATERIAL:DOUG FIR NO.20R BETTER NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. CONNECTIONS. V / Cn (3) ROWS OF 1/4" X 4 1/2" SD5 DEFAULT GLULAM,LVL,P5L MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. - SCHEDULEJOIST AND RAFTERS _ DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOI^L SCREWS 16" O.G. J DEFAULT END POST CONNECTION:LGE,AGE, EPGZ,OR ECGQ,OR SIMILAR. DEFAULT MATER1AL: .♦ ♦- - DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION IS WW1 OR SKIP BLOCKING AND \ - _ , . , , , • , , . . . , , , ,/ DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER LGE4,LCE4Z,OR RTC44. , :.♦ • ♦ ♦ ♦ - •- ♦- ' -• H2.5,OR Hi,OR A34 WITH SCREWS. DEFAULT MID-POST CONNECTION:EPGZ,PGZ,OR GGQ,OR SIMILAR. DEFAULT BOTTOM CONNECTION ♦ FC ♦_ ♦- _ s a FOR ALL DECKS UP TO 14', 1 X-BRACING I DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. Z non o n DEFAULT BOTTOM CONNECTION ON CONCRETE: PB,OR AB,OR ♦ oGea 14' ' RIM PER PLAN ' ENbwEERS CONNECTOR ENGMEER5 CONNECTOR - :♦ ♦ ♦ ♦ ♦ ♦ - - - ♦- - ' ALL-THREAD, -♦ DEFAULT SAWN FACE MOUNT HANGER 15 U,LU,OR LU5.USE SLOPED!SKEWED WHERE APP z4G FOR DECKS 28 , 2 X-BRACINGS �, DTT2Z REQ D GMST �/ MARK MIN- USE ALT 1 MIN-, USE MARK MIN., USE ALT 1 MIN., USE (IF BLANK,USE DEF.ABOVE) : EMBED : . aW FOR DECKS 28' - 42', 3 X $RAGING$ (IF BLANK, USE DEF.ABOVE) DEFAULT SAWN TOP FLANGE HANGER 15 JBA,LB,BA,ORB(WELDED APP,USE LB,BA,OR B) 4. 8"00 SOLID 2X BLOCKING STRAP ENDS ONLY AT LATERAL LOAD .r ,� 1 I • 40$ i 1 3/4"X 11 7/8"LVL IN ADDITION TO FL-JOISTS FOR FIREPLACE SUPPORT 455 P (2)- 1 3/4"x 11 WS" LVL • ANY NATIONAL I-JOIST BRAND,EQUAL OR STRONGER MAY BE SUBSTITUTED n ���� -' "♦ DEFAULT hIOIST FACE MOUNT HANGER 15 IU5 OR MIU >L{- k g CONNECTION DTT2Z W/ 1/2" ROD, TYP DEFAULT I-JOIST TOP FLANGE HANGER 15 ITS,HIT,OR MIT Mg I I 41$ I (2)- 1 3/4"x 11 718"LVL 46B (2)- 1 3!4"x 11 1/8" LVL , - %MEERB CONNECTOR -w - TYP. HORIZ. CANTILEVER TYP. LVL, 2X, LSL JOIST, MARK MIN., USE ALT 1 MIN., USE (IF BLANK, USE DEF.ABO' o EF) PAVER DECK BRACING OiR 2 BAY BLOCKING 425 (2)- 1 3/4"x 11 7/8"LVL 475 } 5 1/2"X 13.5" GLB 63/4"X 12" GLB = =�a Do= / I (6OR/) 11 7/8"BC!6000 1.8 i 16"O.C. '= =g SCALE: 3/4" = 1' / / / 43B I s 1/4" X 11 7/8"LVL 48$ 15 1/2"X 12" GLB • - ,/Z I w'3 =s M nq 44$ F (2)- 1 3/4"x 11 7/8"LVL 49$ } 1 3/4"x 11 1/8"LVL a W p .19.Po o20 Face Mount 5xxxxu- x-x 50 LB FELT OR SUITABLE BARRIER I o 0<� TO BE USED BETWEEN HANGER AND Joist hanger I 'II o a s AGO-D&GA-B TREATED SILL Floor Joist Blocking per RC 502.7 , re o8o�z HARDI-PLANK SIDING (Seismic Design Categories D1 &D2) � O !ling � SILL SEAL BC'Joist Vela 1W KHOU5EWRAP yA. ® 6•///I1ii BIOLI�ng wile7/160585HEATHING PLAN ARE! SS pf&o. r. NL __ 1110 ,l , NS. . ADDED 2 X BLOCKING FOR DEPTH PAYER DELKING - --"- - Sal • _ MAIN FLOOR 2,201 SQ.FT. �1 i' t y lillliii ::: ENT1, LL iiK 1 \ , .orkk 2X12PT-JODST16"o.G. 3�© 5Q-FT. OWNER APPROVAL %.011 T1571.88on 51rong-Tie IntermediateII Nail Boise Rimboard SOLID 2X BLOGUNG AT ►���'' FAST N2X PTLEX41/75 5GE / UTILITY 563 SQ.FT. IN: LATERAL LOAD CONNECTION BEND TAB AND Bearing I - Versa-Lam®or Boise GLULAM to BC!®joist with 8d 5GRE1NS®'"OL TOTAL LIVING AREA: PAGE: FASTEN WITH 10td1 It °NALL OR BEAM) Nailing per local - 4 OV`T ✓- - NEBNAILS NEN code provisions � 'width shall exceed nail into each flange. 2 X 10 TREATED DELK LEDGER ARE NO STIFFENERS 9 lengthGARAGE 536 SQ.FT. ARE NOT USED 2X specified han hanger nail _ (A) TOP PLATE HANGER CONTINUOUS BLOCKING i C JOIST TO BEAM �� RIMBOARD E� SHOP 141 SQ.FT.DECK/HOUSE CONNECTION U }»� Iz ' / NOT TO SCALE 6 / NOT TO SCALE \ NOT TO SCALE \\ NOT TO SCALE SCALE: 3/4" = 1' ENTRY 31 SQ.FT. AUG 0 8 2018 / OPEN DECK 462 SQ.FT. -� CITY OF ANACOM t ES ib-8 r A -- __39'-T,I2" -_ _.- -.. --.-._ ______ -..._ -._. __. - _...__ __ 30'-1 ,/2" __ ...--- - _ ---__ - _. ____ _._439' 4 o aSe 4, of WASA.-rl�O J. ST ERLING NG t E LI h r-1� CI 13,_,» J. STERLING I 9'-0,. -.-.... 5'-6" 3 0 - - 1g_10" �.-.. _- ___ _2641/7' - W363040GASE. Y„'S 4' -- ._ --r-0 3'-0" 3 1' -_--- - _ p W443016 AWN W453016 AWN. W463216 AWN OBSG. T - �2" 13 96" 4X6 9b" Rio __ , 6� ` �'y a a ' 3216 AWN. i, :b , 1oa" 1oa" ,�102 ® ® 9,1z� \ �.-• 1/4 = 1 U.N.O. Al2 m 95ri ®..'• 0.• � 4%8 DF-EOT.®1211�'WR6PPED T,7_ 96 a �� �PIAL �msc. - - iv Fs - NOTE: VERIFY ALL HEADER v ;rtq 2a o " m ' �' y 12I HEIGHTS WITH SUPERVISOR ry Q F s. zria o I m 2 I I OFFICE yI NOTE: CONSTRUCTION AND APPLIANCES I I _ U = Et tMSEQ'S SEAL ���-2� 'S vEwFY wo ru wPERwsoR rt.! II m 4X 161 5Q FT L- TO COMPLY WITH ENERGY CREDITS TAKEN �+ a q , a ENERGY CREDIT to r _ Q -WIN.HDR TO ALIGN W/ - g1 \\UN� __ V 9 �, nt ('ST+:07C. ��.1.L��^�L DOOR HDR IN THIS hREA _ S 3ry ^ I w r '"° 41ngFe EFFICIENT BUILDING ENVELOPE "mto m a lr G\ /-2 ovgNgPidw , o i -WINDOWS: U=0.28 I to 13 DECK i' ® o ft DINING V KITCHEN ° I I34B § 315 5Q FT I- " C- �88 5Q FT a 0 1 22b SO FT `: - FLOOR: = R-38 INSULATION 1 U v n o cElLwb F 1 -SLAB ON GRADE- R-10 ENTIRE SLABli 11'CEILING in i I /// z m J/ 3/ 5'-ta' 3'-s,/z' 2d-ta' ENERGY CREDIT 2a V ®- b n ^A. ' t91 0 6" CY) r 11/7 ,,, AIR LEAKAGE CONTROL& EFFICIENT VENTILATION' t SHOP AREA m R b n_ (IS - 316, o -_ 4-71l2" 7-0" I I r-0"--}--r4112"--{�2'-0" I 31-0" 2-0 -4--3'-0" 1 2-0" ' n 6 m tcs ` a62010 PIG. W392070 P . W402010 PIG W41 2070 PIG. W422070 PIG ' 11-101/4" BUILT IN 3 j -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR J F }4ia CEILING 6 m m m 0'2" - `\� _ - - - x i ..._.-- - - _ - ' :)`' _ - - --- �"L - Soso - BOOKCASE i5 'O -WHOLE HOUSE FAN PER SECTION M1507.3 w 15 UI w2936 Plc. LL S ®EAR BEARING lilt®96" (0 c 96"AT EACH WINDOW Q Q fI ENERGY CREDIT 3a 1 o (1111) Q W28306680T.AWN. \ 7-61/2"-!! 1 I �I HALL SMOKE ry :41 Al 1 , .. - - - - - fl - _ I G 1 1 ®4 1 ,,,,» MUD HIGH EFFIGIENGY HVAG EQUIPMENT ! n 4 �...- ww w rif 10 Mi 40 150 5& FT 6�� a�-0b"AT EALH6WIND0 a b" RFIRED BOILER tvVBEARIN6 J 1d GEIUN6 Iy `51&X 19.Y'GLB eor.®m9 v6' .o 6C2 �I . 0 ,�r-,� I- rr- } ro I I r-0" f r-0 I r-0 r , } r-1^ { L11J,4j+R' XP ED II ,"* ,� id CEILING y- 1 - - iV . i ` :, 4 V 415QFT A. b • , , , NERDY CREDIT 5c ° 4116 b z0 E m I' a << " o , I I 3-6' _30\ 2 I_./ o wo12o7o Plc wos 2070 Plc o3 2010 Plc _- q _ �1 EFFICIENT WATER HEATING m .o m I �® • 11 '_� " L. m W062r O PIG- W0420 0 P BUILT IN NCH -GA5 FIRED, PROPANE,WITH MINIMUM EF OF 91%. I i - f � � � II 3jtig N v r 15'-3" - te, c�c�c� ® 3 b" ,1,-q. I - -- - S S Iiza 4 2 310" 4'-2 1!2" 7-10' 6-0 3-5 tf7 5-7' T ® ® '....,� __--- _.- I^ r-3 1!T n 4Yrali O' -._ USE WTZS HANGERS FOR DECORATIVE Th - _ - / I I ry �f O :4 { 31� a N102 322E('IG. YV09 ,3120 PIG.T. y GARAGE 1 r� 1 L .".. ;_ I6,0 1 BEAM TO BEARING BEAM CONNECTION _ ' 3b 5& FT "4 5 1/8"X 12"DECORATIVE GLB CO 5 1/d X 12"DECORATIVE GIB-TOP FOLLOW RAFTER m 1 G 1 1- • 0 5 id GELLING L b -TOP BEAM TO FOLLOW RAFTER to �' 6 '® t. 1-r , vo - _ _ /� rat ^ WINDOWS IN RAKE-WALL -VERIFY wO PE SUPERVISOR pz� m }SC!c 96 ,� m "a: � • `� // '' " e -WIN.HDR TO ALIGN W/ / ' • >d _ ' Glh R .o.o I u , Classic O r.� in m N I I - DOOR MDR IN THIS AREA p et v 0'-8,lT » " 908E ___ _ _i m lill 13 m q LIVING O q 190 5Q FT lr I mm al 6t _ 'i N a-s 1/2 e'-r' rm -0" z-0' — -0.96 - + 1. I 3-2 1' 3'-Y' 4'-3" 906E 2 G G- m ENTRY oS ry�j ®®, 519 50 FT ~W -TO 8"X 12"DEW I RAFTER id GEIUNb OF 1 ;I�1 �pXo o% Jy 1r-11(2" I 24� r-0 S S O 1. U N.- C V I SLOPED CEILNG �O l_ § ni 51/8"X/T DECORATIVE 6L8 -TOP BEAM TO FOLIOri RAFTER NNGNE vtt - --'- T-1 1/2" mim J - - 33B I 13 ®IIII -o xm D m 43'-9" = ` b 51/6"Xll"GLB-TOP 1211/&'EXPOSED .-- 17-11/2" _ o m 1 1® m 306 ® ® �� V m O ma i r Zo I mD . V <� I; o ° 14 013 I sa = ¢ • . , 4217 FIREPLACE T B D. ,-C' '- _ ® f '4 I 13'-7 1l2" m •® S • R ° Nz ® N, � -. 31B ry V 4®c 144" __- �.;. �c 144" ;o- e, ;� DN � 6 _'. •o' - l4P - 3'-10" 3'-l" b'21/T 1=L001? FLAN NOTESel 13 96' -,_ HRAC yALL f �(919 ��A I _ N CS, O -...w.r�rr., -s; - - . :. - -__ t,... - . .. _ • » 5-6" 1,-0,/7, C',4�?' i" Ili ".m SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE ASMOKE DETECTOR LOCATED iv 1'8 il`-t E a.:. 3.-n6,14 1N '•'y .wok-44I' - ..,- ...fit- `-r __ r - )1 cv _.. W21 4036 PIG. -- - --- 4 MAKEUP TABLE ry ,,,,," o IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA i IW194036 PIG. L - 1- _, �� ��' I O O Cr r 43 yV204066 BOT.AWN. , �80 - - — H o xg� Z - GMNG ACCESS TO EACH SEPARATE SLEEPING AREA. M NEW COFNSTRUGTION, al m p WI15 4066 SOT.AWN - - - _ _ = 1I' - o 1 Q r�i] ,- I �y q '4 REQUIRED SMOKE DETECTORS SHALL REGENE THEIR PRIMARY POWER FROM THE z (p 4'-0" 5'-11 1Q" 5'-11 1l2" 4'-0" 14•-1" _ - -_ -- I'j m`n BUILDING WIRING AND SHALL BE EQUIPPED WITH ABATTERY BACKUP. SMOKE )'-' I'" L (7.40 o ` Iv FUR OUT WALL TO COVER TOILET ® DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. a X QZ ' �S b MAKEUP COUNTER EDGE. I I 28 50 FT '�' _ - m +° 17-211T 71 10" 115FF 1 O Z'? I I _--- �' Z 2 SHELFAN➢HANGING ROD. -1 v O 41'-0" sNONeoEr m- 1-'1 m I17HD In (L '� T,l lir a9 o,v,e' o MASTER BDRM �, of MASTER BATH 10 w ASTER my x b la __ m �r!OWER� z WINDOW 5GH£ ULE -�ICING STUD ,1--- 271 SO FT q- of 102 5Q.FT -i2 5.�.PT m 1n I v BUILT IN SHELVES. NUMBER &TY FLOOR SIZE WIDTH HEIGHT TEMP. DESCRIPTION ` - 4 m "' id GELLING Irc'I td CEILING " -• m - w WOt 1 1 322E IN " 24" PIG USE 2, 1.15X5.5 LVLS,CONTINUOUS BOTTOM PLATE TO TOP PLATE. - - 7 0 0 W02 1 1 3220 35" 24" PIG. - HEADER(5)MAY HANG ON THIS WITH HUG, HUGO OR SIMILAR. I-1 S _ _ `? W04 1 1 2070 24" 84" YES PIG. USE 2, 1.75X5.5 LYLS, BOT.ALT.TO BOT.OF 26H.CONNECT TO 26H W/A34 EACH SIDE. rl o 4 CABINET OWNER/CONTRACTOR TO VERIFY NOB 1 1 2070 24 ' 84" YES PIG. v v / - Th I-. ' LINEN° , u 1 'nm GENERAL NOTES - 78 K5 KING STUD r + 234 F o f _ ^ ® a hj//' W05 1 1 207E 24" 84" . YES PIG. a ' o P D 11 D a 3 m m 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. EGRESS FEET MI MINIMUAVE AN TCLEAROPERASECTIONBLESE FOR EMER6ENCY SECTION TO y� WOb 1 1 201E 24" 84" YES PIG. HEADER(5)MAY HANG ON THIS WITH LUG,HUG OR SIMILAR. <v q o r b =- Ipl IN r r" . Gelling ` �" _YES0 ------ u _----- _-F 5 HIGH. 51LL HEIGHT MAXIMUM 44"OFF FLOOR.AW08 1 1 16i0 18" 84^ YE5 Plc.oast. BEAMS SCHEDULE m -: 1THD - 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. - O W09 1 1 167E 18" 84" Y£5 PIG 085G I 2ivW10 1 1 3016 36" 1B" AWN 085G. DEFAULT MATERIAL:DOUG FIR N0.2OR BETTER aiitQW11 1 1 3016 36" 18" AWN OBSG. DEFAULT GWLAM,LVL,P5L MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. f� y - -- Z. 17HD 3.VERIFY HEADER HEIGHTS WITH SUPER. b TEMPERED GL455 IN12 1 1 3016 36" 18 ' AWN.O85G. DEFAULT WAIL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW -' - E_I •:^ m _ Z W13 1 1 3220 38" 24" AWN.OBSC DEFAULT END POST CONNECTION:LGE,ACE,EPCZ,OR EGGQ,OR SIMILAR. 1`� _ ^ I iN14 1 1 3220 38" 24" AWN.OBSG. DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LGE4,LGE42,OR RTG44. '4 q St 6 I I I r 0 4.ALL EXTERIOR WALLS ARE 2 x b- 16"O.G. STUDS, UNLESS NOTED ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE v ' b 7n z OTHERWISE. W75 1 1 307E 36" 84" 5H. DEFAULT MID-POST CONNECTION:LPGZ,PGZ,OR COO,OR SIMILAR. - iV '01 z INSTALLED,SHALL BE PROVIDED WITH DEVICES T E5 TO ABSORBLVES. HIGH PRESSURES V 5 ml4 MASTER CLOSE- 6t q N RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, jV Wib 1 1 3070 36" 84" PIG. DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUG&OR SIMILAR. m Li co `n Pn ILI W17 1 1 307E 36" B4" - 5H. I o , - I I/ t30 50 FT 41 <r 5-ALL INTERIOR WALLS ARE 2 x 4- 1b"O-G- STUDS, UNLESS NOTED END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE W (V MARKCONNECTOR m i .ISFF I I id CEILING f © m W STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN OTHERWISE. --I N z er " _ EARTHQUAKE.MIN EFFICIENCY 91% Di W18 1 1 4066 48" 75" BOT.AWN. MIN, USE ALT 1 MIN-, USE o 9 ", ry V W27 1 1 4E3b 48" 42" PIG. 30B 5 1/8"X 15 GLB (IFBLANK, USE DEF.ABOVE) 15FF " I _ " b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER FA.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1!8"T8 G PLYWOOD. ^ tr tii423 1 1 5036 60" 42" PIG AWN # • O 102 -_-. • �� 102 --� - 17HD o DISPENSERS, MEDICINE CABINETS, ETC- COORDINATE WITH OWNER FOR EXPOSED FACE AND SIDES TO HAVE 1LAYER 50"TYPE"X"6YP.BD. NO FURNACE SHALL �, j Y 1 1 4636 54" 142" PIG. m III ® ®� �� 17HD (y S BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, V /'� 1 LOCATIONS. F. 1 1.• -, ,,, ��"��„� ---- -.,- .w _.._ I FURNACE. OR CLOSET. PROVIDE AT LEAST 30"OF YVORKIN6 SPADE IN FRONT OF W24 1 1 4636 54" 42" PIG. 315 5 1/8"X 12"GLB HUG&AT TIP - - - { FURNACE. W25 1 1 4666 54" 78 ' PIG- 54 W143220 AWN.OBSC- W133220 AWN.06 -.. �• �� _ _._ •-. Z CI W26 1 1 5066 60" 18 ' PIG- b 1'-5 i/r' 3'-2" FRAMING NOTES W2l 1 1 4666 54" 18 PIGo - 7-6" 3'-2"--}- - - 16-11/T PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT B COLD SHUTOFF 325 I 5 1/8"X 19 1/2"GLBCONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL W28 1 1 3066 36" 78" BOT.AWN. m 1L t5,4„ [[JJ COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET THE MAXIMUM LENGTH OF W29. 1 1 3036 36" 42" PIG. ® N 4 ib'-T -- -I THE DUCT SHALL BE REDUCED 2.5 FEET FOR FAGH 45-DEGREE BEND AND 5 FEET FOR WSO 1 1 3066 36" 78" PIG. N. 33B } 51/S"X12"GLB �i 51 '^ 311t 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. EACH 40-DEGREE NCOMBU MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF (t I till 1131 1 1 6080 72" 96" PATIO DOOR m SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. U.-I W32 1 1 3066 36" 75" BOT.AWN. 2. COORDINATE W!MECH. & ELEC. FOR LOCATIONS&SIZES OF Q- al ___1 W33 1 1. 3016 36" 18" PIG.. MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE 34B i 3 1!2"X 6"GLB 4x8 DF FOUNDATION/SLAB/JOISTS BLOGKOUTS. o W34 1 1 6016 72" 18" PIG. / PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 W35 1 1 3016 36" 18" PIG. `"' o HEADER SCHEDULE C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW W36 1 1 5040 36" 48" CASE. 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR O OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154INCHES. DRYER,KITCHEN, 405 ` 1 3!4"X 11 7/8"LVL IN ADDITION TO FL.JOISTS FOR FIREPLACE SUPPORT AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK W37 1 1 304E ,36^ 4e^ - CASE. f - SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT1NCiB 1 1 2070 24" 84" YES PIG. ® WINDOWS IN RAKE-WALL DEFAULT HEADER MATERIAL:DOUG FIR NO.2 OR BETTER PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"GONFIG. ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX m W39 1 1 207E 24" 84" YES PIG. 41 B ii (2)- 1 3/4"x 11 7/8"LVL DEFAULT TRIMMER:USE 1,2X STUD OR SIMPSON WG HANGER,EACH END. PRIOR TO THE FABRICATION AND INSTALLATION. - -; CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 1140 1 1 207E 24" 84" YES PIG. DEFAULT KING STUD:OPENING 6-FEET WIDE AND LESS USE 1,FULL HEIGHT STUD EACH END(FL.TO PL.' DOMESTIC DRYER EXHAUST. 1141 1 1 2010 24" 84" YES PIG. DEFAULT KING STUD:OPENING WIDER THAN 6-FEET,USE 2,FULL HEIGHT STUDS EACH END(FL.TO FL.) 4-ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED W42 1 1 2010 24" 81" YES PIG. 42B (2)- 1 3/4"x 11 7/8"LVL •IW43 1 1 3056 36" 66" Bor.AWN. POSTS SCHEDULE BY MANUFACTURER q WHOLE HOUSE FANS SHALL HAVE AMANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 's a6- W44 1 1 3016 36" 18" AWN. PLAN ENGINEERS ALT- 1 MIN., ALT. MIN., TRIMMER,EACH END ICING STUD, 1 I ASACLOCKTIMERWITH.AZONE RATING OF 1.50R LE55. 4N.=�W45 1 1 3016 36" 18" AWN. DEFAULT MATERIAL:DOUG FIR NO. OR BETTER GALLOUT MARK MIN-, USE USE USE (IF BLANK USE EACH END 5. FLOOR SHEATHING TO BE 3/4"CDX OR 05B STURDI-FLOOR T&G, GLUE LL=Bg W46 1 1 3216 _38 18" _ AWN.OBSC. 435 ► 5 1/4" X 11 1/8" LVL DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS DEFAULT ABOVE.) Z DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PGZ. AND NAIL W!RING SHANK&Ps @ 6" EDGES& 12" IN THE FIELD. FACE 27 x30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 8 g 2 o wWrc W47 1 1 3216 38" 18" AWN. SSCOBSC. ABU, FRAME OUT ACCE55 HOLE TO DEPTH OF INSULATION WITH NOT LE55 THAN 1/2"PLYW000. , " % w f�3 W4B 1 1 3216 38" 18" PIG.085G. DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,ORR 5/8 OR ABW,OR GBSQ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 1 2 SEALED COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 1 5 "� W49 1 1 3216 38" 18" PIG.085G. 445 ` (2)- 1 3/4"x 11 7I8"LVL ALTERNATE BOTTOM CONNECTION ON CONCRETE:*5 REBAR OR 5/8"ALL-THREAD,EPDXY 6"MIN . o rc S ( 20 H 2X6L GONE. 4X6 g OSB OR EQUAL. SEALED TIGHT. z�on W50 1 1 3216 38" 15" PIG.OBSL. INTO POST BUTT,AND 6"MIN., EMBED IN CONC.GONG EMBED MAYBE WET SET OR EPDXY. 3 w a W51 1 2 5020 60" 24" PIG. ENGINEERS m I¢Q W O 11521 1 2 ,5020 60" 24" PIG. 45B 1 (2)- 1 3/4"x 11 7/8"LVL MARKCONNECTOR < 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST GUARDRAIL INTERMEDIATE ABOVE FINISHED FLOOR.STAIR HANDRAIL DIAMETER ETER SPHERE STAIR NOSING. .°,; -48 MIN., USE ALT1 MIN.,U5E ALT2MIN-, USE THROUGH Fw�ya W53 1 2 5020 60" 24" PIG. (IF BLANK,USE DEF.A00VE) ►- LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 1 THROUGH PER I.R.C.R.G.SECTION 312.2. � �' W54 1 0 3050 36" 60" SH. 4X6 21 H 2X10L-CONE 4X8 FLOORHOLDOWNLOCATIONS. � Ewa 1,55 1 0 3050 36" 60" 5H. 465 } (2)- 1 3/4"x 11 7/8"LVL L-CONF. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N w>w m W56 1 0 3050 36" 60" PIG. C7pPP> 2-2x4 4 X 4TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO +�'�� ,�, w a W57 1 0 305E 36" 60" FIG q 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE m'�=`a W58 1 0 305E 36" 60" sH. 41B 5 1/2"X 13.5"GLB b 3/4"X 12"GLB w LOCATIONS WHERE THERE I5 A LOAD BEARING WALL ABOVE. SURROUND&HEARTH MATERIAL. '_°(Olf'› 3-2x4 2-2x6 4X6 m��wo W59 1 0 3050 36" 60" PIG. \ J go 22 H 4X12 6X10 I{7 w ��LL W61 1 0 3050 36" b0" 5H. -ail)* B.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 15 GARAGE FLOOR SURFACES SHALL BE MIN.4" SLOPE CONCRETE FLOOR O F4worc 48B 5 1!2"X 12"GLB 't2}v 3-• 2x6 6 X b 4-2x4J MIN.1f0"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. °� o o W62 1 0 3050 36" 60" 5H. UPPER HEADER, USE MIN.,SX126WLAM FULL LENGTH OF WALL, oo��D W63 1 0 305E 36" s60 o" 5H. -15'LONG. PLACE ON TOP OF 95W AND CONNECT TO 95W PER 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE „o�mE W64 1 0 3050 36" 60" _ I SH. 49B 1 3/4"x 11 1/8" LVL26 H THAT CALLOUT. 78K5 TO CONNECT TO BOTTOM OF 26H PER 78K5 CONNECTIONS A5 WELL AS FROM TRUSS OR RAFTER TO BEAM , e b o o 74P 6• X 6 PT 5 X 6 PT GLB ® 1 6 20 MIN.FIRE RATED DOOR W SELF CLOSING DEVICE. j„� N z�o a 2' W65 1 0 3016 36" 18" AWN.OBSG. GALLOUT. MID HEADER, USE MIN.,2, 2X4 OR 4X4. CONNECTIONS. 2Y'U Z» HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ b" POST WINDOW IN/ 3" POST WINDOW FLASHING INSTALLATION =1w 000ii STEP # 3 STEP # 2 Nl-== �LLmpN(] STEP # 1 L5§-° ',� PLAN AREAS o°n 1. Jr f ji t ji )1 ------_______ Zq=4 I■ ■I MAIN FLOOR 2,201 SQ.FT ` KK6N= 0 - "hTnimum Iz BASEMENT 1 ,300 SQ.FT. OWNER APPROVAL HEADER LESS THAN Y HEADER MORE THAN 5' 1 ��� )[ LL K (1)KIN6 STUD FROM (2)KING STUDS •----(1)TRIMMER CONGEAL FLANGE STORAGE / UTILITY r763 SQ.FT INITIAL: HANGER EA SIDE TOP PLATE TO --'' 4FROM TOP PLATE TO -� BOTTOM PLATE BOTTOM PLATE STEP A- iY to TRIMMER INSTALL TYVEK HOUSE WRAP 0j, TOTAL LIVING AREA: 41064 SQ»Fl: PAGE: W (U TRIMMER (2)K NG STUDS (2)KING STUDS)r ......... _...... FROM TOP PLATE TO -----• FROM TOP PULE TOQ BOTTOM PLATE BOTTOM PLATESTEPB- - -- _ I ■I INSTALL TYYEK TAPE �it A STEP A- GARAGE 536 S' Q.FT. :N5TALL TYYEK APRON BELOW �\ �,r ,r (� i) ♦ 0 WINDOW SILL SHOP 149 SQ.FT. pp V Uir Jr Jr Jr jr. jr ' STEP 31 SO.FT. (L INSTALL YYGOR ACROSS WINDOW SILL ENTRY . AUGO B '20]8 I STEPA- INSTALL WINDOW&4"VYGORTAPE STEPG- OPEN DECK 4&25Q.FT. AUG INSTALL TYYEK FLEX WRAP IN WINDOW CORNERS CITY OF fiNl@(;4 v►, ) �� ;, GAR* J. STERLING 2N-1 1/7 14.-11n" 2S-0" - 9'-, 1/7 -•of w �1' to 37-7. ,t __ -- a -7-0" ?8-2" 3a-1 ,n ,7-71)7 24 a' Ur 70 f.., J. STERLING 2 2 X 12 FASCIA-24"OVERHANG(VENTED) 2-0"-- 26'-1 la _7-0"--I H 7-0"-- 2 X 12 FASCIA-24"OVERHANG(VENTED) ,,_ -_ --- 1 -.. _ `7-- y T, "-- 4 CI �. � .� � m } . - q ` LOWER EYEBROW ROOF Iti •.►11, 'a } .. - - } } r �_ �F IIII IIII Yq �{ - " Q LOWER EY.i• __ ROOF s..-'"' '^." ¶0 q P. h B. B1 Am TO DRAIN TOBIDES �. __. .< �r -�a ;..,, V V m, �n 1/4" = 1' U.N.O. o w 2 1 r 0 �q I 1 PLATE 132. n. Cj PLATE I S 1��e OVAL X �_ a ,A Aq t w - z ___ � PLATE 121 ,/8" I - .�hh:Aq / 121 1/&� 1 (San 4'�4' to 1 __.- ► 1 2 z w ► A9 Aq Aq I Aq ,X9DF- ®,z„0 WRMPED ..-/ Z Aq a r I I = I Al �x 1�S6R's .4c 08-02-2018 Z w 1:12 o 1:12♦ < z N N r I,' I - N 2 IS Fen. STe 'r`,. p - N p Alz UO O a -__ a - O OQ B: 1 al ry b w ... ill - el el C1 n -.1 ^p 'ITe.M.T al-4 Lai . X IV el m la ii1 w w 'U10 0 N to _ m aft La O. + 134B m m41: Z. I' z 2 ;� ea F£Q o I F f C _ ,mil '"°�, .in � W W ° °= Q J __W O r F p 1 > ry Q F w 0 tug F fit a %): '• o I 70P Wed a OZ a c i te -x I I a o o n . '- 2 X 12 FASCIA-24"OVERHANG(VENTED) n `" I " }-) a rc r `� C3) n _._ _--_ a c� _ ill �. ___j a�., __. -- ---- - - a MANUFACTURED TRUSSES 24 O.G. _. o g s a b X „, t- .- _ , - U - _---- tl l - STANDING SEAM METAL ROOF L^ --- `1 rc 0- Z 1„� q bm z _r ` � m �G� g ry 1:12♦ 'Cr m Isis 1 12♦-�H =N c II ,W 71 RD ROOF DIAPHRAGM TYP. ry �z°� V C� I-7 a 4-0 _ 2 X 12 FASCIA-24"OVERHANG(VENTED) fi ..;� ;. _ 11 m - z N 1. 'L9yA 1� - -I,0►- __ _ - -- _ X } -- -_ - -I - } '4 BEARING 2 1 MANUFACTURED TRUSSES 24"O.C. ry f I 0O B. in 1 ;:: / I ma ______ .„ _ E, . �Aq iv i,.y�LL G� ►� STANDING SEAM METAL ROOF i I N X 81 . .n , . I� = t e7Ca:1 Mona _ N �3 N q RD ROOF DIAPHRAGM TYP. `r _ - - - _ ,p0+. Aq 1t 1 _ _ m x ^� 51/8'X19.5'GLB-BOL•�1091/8" I BEARING ® I�� SS A _ _ + l _ _-♦i3 I WALL - _.... _ __, " '' - ( 5o1TOM 12 ExPosev J. ' +-. PLATE 121 1!8"� 15"HEEL ® - - per _ ------ _ • ,_ I N N N N I { ♦1:12 ♦1:12 Ai Aq 1.12♦ 1:12♦ --.• • - ?xis FASCIA-1?OVERHANG cvENTED) Li F.. = - ® \ Aq "1'-0,.. yL - o b ,, + " 2 4 PLATE 1211 1 8" o - -gin+ I � Aq + A9 �' t2"H L ' - ® � i p -1 I a 15 3 -N 12"HEEL® PLATE 0121 1/8" 4 + ♦ ® (It w , 7-0.. I -- 24-7 VT _41 17-B" - _ -of"' `7 r111:1 kir ,w f ♦ a® x 1 w 1Y RMA ENTED b > -- -- _. �LL _.. '. -- -- -.__--- -- - > _ ) e... ' 3'-6"' I- - R 2X12FASCIA- 12"OVERHANG(VENTED) i s,. 's 2FASC - 'OVE _ NON m I _ __ - - z 'D f w .. is " 24"HEEL 1 o �. i` I® o I �� S1/8°X,Y'DELORATIVE GLB + LL�y m 51/8"Xt2"DECORATIVE DECORATIVE -TOP FOLLOW RAFTER v �v I Z F 1• 2 W o LATEo1 ✓ _ P Z -TOP BEAM TO FOLLOW RAFTER ,- mQ m ® WINDOWS IN RAKE-Y`WLL - •1 `'' - - -- 1u 2 JL- .. -___ y - - F< 'U _ ,V p ti.__ _. r `>, w -. w 4 X Z - - _ _-.. , . 4-1 1n" , �Di W 112 III tit 1:12 - Ul I ,i 4 14 - mo 48 ♦1:12 anger ��ij ♦1:12 >o : ♦ ., m s_ _ 1 4 A _- � _. I 1 W 1 N _ : r,,a X®a ® Z a_ °co�' 1 7-0°--- 2 X 12 FASCIA-17'OVERHANG(VENTED)! 7-0"--} iii J 51/8"X 1Y'DECORATIVE GLB - m ._.-.. _ -__- W `r IllQ- 4l ( _ W :- 1'-0" T-1 ln" 7-(Y' LLl- _ _ -_--- Z __ B-XT' n - ~ - -- p- mows r---- -F W CI- 11 U- V .3 h . _ 17-71/2" 24'-0" I _ "tc 'Q 5li X 1Y DECORATIVE GEO < Q Q al K o Li(o-�... 0z -TOP BEAM TO FOLLOW RAFTER R _1 N D '0Q ! �0 - - R -TOP BEAM TO FOLLOW RAFTER O F O ---- - _- _U[7 1 m-- -- - - - - - - - - _. 33B pr u• Q \Aq cqo IA IL ► o fla CS z 51/8'X12"GLB-TOP@121 VB EXPOSED 'N ]Q J ® ) 16'i17 GENERAL NOTES m m o 308 �q c ll cv S 1:12 C tv r - 1 ey _. q X ,3'-71n 2-0 - ni I` 8 1.12 ♦1:12 Aq 1:12♦ 1:12♦ Aq I : ' r•-n - 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ``' -0" ..�� ' Act �s ® r tel q g, q I �z x 12 FASCIA-1Y OJERHANG(VENTED) j 4 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. o - I- I A _-- A I I 2 I {. - b F__, 17-3" I�` ® 13"HEEL 1• PLAre®, „/I' _ 51MPSON Hl1NGER TYPES 3. VERIFY HEADER HEIGHTS WITH SUPER. •• V �_ o AqWALLS ARE 2 x 6 16 O.G.5TU NLE55 NOTEDg�� � �� t'-0" �+ 0 I e„ _-. 4 ALL EXTERIOR D5 U LL 6 to r- li ry � ..,- OTHERWISE. .. -� _ ,. 2> -i �. �FASCV+•1Y'OVERMANGO/OWED) '. I z C Q I I� 2 �c ' 2X i2 I } 3 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED . � r tOt J I Il AlMARK TYPE SIMPSON HANGER MODELS OTHERWISE. X F- E q IC I �' �t • PLATE 121 1/8" V15"HEEL !i b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Q DI 0 • - m Y, 6•.. v } - _2 A I ,.�_ _ �- . Q 1. AG/AGE 4. BG DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR J 2 X 12 FASCIA-24"OVERHANG(VENTED) 11'-4 1 n' `�q�'.. 9Ilk Ai el Cy - -7-0„ 2G_71/. 7-0" c, . _ P05T GAP 2. LGE LOCATIONS. In D 351-1 - Write . N \ J N N N N W 1=RIMING NOTES � Qm33'-71/T -- 4.I 11T � `•_ r- � 11HD 3. RTC STANDING SEAM METAL ROOF ' '' r i; z 1. ABU _ W /7l16"SHEATHING 12 11 POST BASES 2.ABA 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ' (� HEEL VARIES �MANUF.TRUSS + 1 o i z 3. ABW 2.COORDINATE W/MECH. &ELEG. FOR LOCATIONS& SIZES OF z - rc o- b 1 H2 SA FOUNDATION/SLAB/JOISTS BLOCKOUTS. Z �/ PLAN AREAS : W I� TRUSS SEISMIC & 2 X 12 L, 2 x 10 - 'D > 4• w 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR O w O FASCIA N _ - - - -- _ - ,� F- MANUFACTURED TRUSSES 24"O.G. .e ps i - O 2. H7 OUTLOOKER HURRICANE TIES - SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT U- MAIN FLOOR 2 �1 SQ.FT. z 11 RD STANDING DIAPHRAGM METAL ROOF t,Mu ' `// / r = 11 RD ROOF DIAPHRAGM TYP. J g ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL Z Q STRIP VENT - - m TIRO v PRIOR TO THE FABRICATION AND INSTALLATION. Z ENCLOSED SOFFIT VENTED BLOCK BASEMENT 1 ,300 SQ.FT. > '-` o 1. HGA10 __ I- EXP. BEAM SEISMIC r--_ j a 4. ALL TRUSS TO TRUSS&TRU55 TO BEAM CONNECTORS TO BE DESIGNED 20 v STORAGE / UTILITY 563 SQ.FT. _ _ 11 X 8 HURRICANE TIES BY MANUFACTURER W i ILI ni /1 �T v `r 5. FLOOR SHEATHING TO BE 3/4" GDX OR O5B STURDI-FLOOR T&G, GLUE _j N Z (N TOTAL LIVING AREA: 4�064 5tX"1 1. LL ► 2 ♦ 1. ITS 4. MIU AND NAIL NU RING SHANK 8d's Q b"EDGES& 12" IN THE FIELD. FAGS •� R-491NSULATIDN � n �Aq N N N_ �1 n �' TOP-FLANGE 2, MIT/HIT GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1116" v 5I8"SHEETROCK.---- X r •- - - `- „HD HANGERS OSB OR EQUAL. 1/2"SHEETROCK GARAGE 536 SQ.FT. n 1 3. IU5/MIU E- Q Al PLATE®127 1/8" 11HD b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Z Q/ 2 X 6 WALL SHOP •-� j_ 1. LUS 4. L55U 149 SQ.FT. 0' . I ! LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Ell _ FACE-MOUNT 2. HU5 5. 5KH FLOOR HOEDOWN LOCATIONS. ENTRY 31 SQ.FT 9ki JOIST HANGERS -J 1 2 X 10 TRUSS TAIL DETAIL --- } �� 2 x 12 FASCIA 3. MU5 CUSP HANGER) 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 0 w SCALE: l/2= r OPEN DECK 462 SQ.FT. a4"OVERHANG(VENTED) 1. HU 4. GJTZ LOCATIONS WHERE THERE 15 ALOAD BEARING WALL ABOVE. W -7D' 3r-11" 7-0"- GLULAM BEAM AND a. 111 -1 DOUBLE SHEAR 2. HUG (USE OFFSET 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. JOIST HANGERS - HANGER FOR 2 X 4 STANDING SEAM METAL ROOF 3. HUGO EDGE OF DECK) 9 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE AIR BAFFLE /7/16"SHEATHING -- CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM AIR BAFFLE 2X 10 NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. CONNECTIONS. _ . n CO IN/T R GAP NOTCH TRUSS FOR OUTLOOKER _ OUTLOOKER V l MANU.TRUSS r- 12 STANDING SEAM METAL ROOF 3.QL LEDGER- ROOF DIAPHRAGM MANUF.TRUSS \ " LEDGER CONNECTION: WHERE A LEDGER 15 GALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, USE 5125, OR LEDGERLOK AT R-49 INSULATION STANDING SEAM METAL ROOF 1 7/T6"SHEATHING,. FOR WATER METAL RING MAX 12"OC, STAGGERED. IF CONNECTING TO STUDS, U5E 2, 505 OR LEDGERLOK PER STUD. Z 1I,6"SHEATHING\ RUNOFF z �� -, -- LENGTH OF 5D5 OR LEDGERLOK= FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. 000U �1 - - - ��� ' AIR BAFFLE W!1"GAP T518,WRSP AROUND [--------61 II 5/4 x 72 FASCIAALUM.DRIPEDGESTUD, EVERY OTHER11 R» ROOF DIAPHRAGM - MIN TH OFGE OF CONNECTOR = END OF LEDGER OR SPLICE = O MIN EDGE DISTANCE TO TOP IN BOTTOM OF LEDGER=2" 8 °I II a x NAILER ourwoKER • SHEAR CAPACITY. GOOD FOR EH =230 PLF -SEISMIC, EH = 322 PLF-WIND. MAX ASPECT RATIO = 3:1. FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER 15 APPLICABLE. <w g� GUTTER--� 2X10TAIL �Sw STRIP PENT 2 X 10 LADDER FRAMES • FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OG, MAX. - RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL SHEATHING. U5E 3Caz= N '1 ----- `S IL ENCLOSED SOFFIT -T 8 G CEILING FRAMING CONNECTION AT SUPPORT: grr! a X 12 FASCIA STRIP VENT HANGERS TO HANG RAFTERS ON LEDGER. „ 1� NYm 5!8"SHEETROCK --2 X NAILER HURRICANE TIE ENCLOSED SOFFIT �J =W a W 1/2"SHEETROCK OVERHANG VARIES STRIP VENT--1,„..- -WHERE CONNECTED TO SHEAR WALL, CONNECT PER 5HEAR WALL CALLOUT. - TOP OF WALL - PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE =gww= 5 1/8 X 12 GL8 24F-Y4lDF o W==a - WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. PLACED OVER WALL SHEATHING. Z 3 W k 18 2 X 6 WALL / ENCLOSED SOFFIT'''. TOP 109 1/S"EXP. o s l w- R-21 INSULATIONI 2'-0" _ -AT LEDGER, CONNECT PER LEDGER CALLOUT - MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL oii. I <9 ... • SHEATHING: 'U16" MIN., O5B OR GDX PLYWOOD. SHEATHING WITH 1bD (4)6"OCTO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) T,griP ROOF EAVE DETAIL @ TRUSS RAKE (5) 2 X 10 TRUSS TAIL @ BEAM DETAIL �� O� LOWER EYEBROW ROOF Q GARAGE SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) Sao 0 MONO TRU55 BOTTOM CHORD PERPENDICULAR: .� ��o°� 2ao��o SCALE:i/2=,' NAILING: USE 8D AT b" EDGES, 12" FIELD. -ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO SOLID WOOD BACKING <W a W SCALE: 1!2= 1' / SCALE: 1/2=1' * i 3'a z 1 BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. (RIM, PLATE, LEDGER, OR BLOCKING.) __`_° -ALTERNATE 2: USE MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND � ;251! BCI RAFTER 24"o.c. CONNECTED WITH MIN., 3- 16D 24" MAX SPACING. VENTILATION NOTCH AIR BAFFLE WI I"GAP @ ?,pPA a o 12 XROOF-..,„,,,„ STANDING SEAM METAL ROOF • LO STANDING SEAM METAL ROOF BGI RAFTER ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR SCREWS AT 3"OC. mLL STANDING SEAM METAL ROOF 1 STANDING SEAM METAL ROOF \ / 12 7/16"SHEATHING __ -_ -- - - O T/16"SHEATHING R-3B HD INSULATION 5-HEAR WALL ENGINEERS °z 8 F 7/16"SHEATHING �7/16"SHEATHING 1 AIR BAFFLE W/1"GAP 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. PER PLAN MARK �a'�o �Ew- /AIR BAFFLE VW 1"GAP 12 VENTED BLOCK AIR BAFFLE WI 1"GAP - -1111 _ VENTED BLOCK ROOF DIAPHRAGM EDGE NAILED TO BLOCK. SCREW OR RING SHANK �`�i2 X 10 3/4"WEB �_�� NAIL BLOCK TO BLOCKING BEHIND SHEATHINGSCREW OR RING SHANKBCI RAFTER 24"O.G. ' Y`1/ 1bd @ 6"O.G.STAGGERED PER CALLOUT IF PER CALLOUT P-.MANUF.TRU55 II OUT X 10 II STIFFNER _ AWM.DRIP EDGE VO L1 � 2 X 12 FASCIA � LOWER ROOF - _ _ _ _ I'" '''.,75/6" _- ---� '- GUTTER � 12 _ 5D5 0RR-49INSULATION _ - -� =-:. OWNER APPROVAL 2 X 12 FASCIA 2X 10 TAIL - : - - - .� 2 X NAILER III 2X 10 TAIL PITCH _ 2 X 4 BLOCKING CONTINUOUS LEDGERLOK II HEEL VARIES II h • I II 2 X 12 FASCIA VARIES, 7IT6"SHEATHING\ ,�I,;1 BEHIND TOP CHORD OF TRU55 LEDGERPER CALLOUT I t ALUM. DRIP EDGE _ _ • STRIP VENT --'-- - NAIL TO STUDS WI(2)16d GUTTER �'=� -1- \ ENCLOSED SOFFIT BLOCK / 2 X 10 TAIL ' STRIP VENT �- • _ 2,-0„ ETROGK 5/8"SHEETROCK ROOFING PER PLSN TOP CHORD OF TRUSS OR MIN.HEIGHT STRIP VENT TO MATCH RAFTERS.LEDGER LOK OR INITIAL: ._ ._ __ ETROGK 5D5 LAGS PER GALLOUT 64L.--�___� 2 X 12 PRIMED FASCIA ENCLOSED SOFFIT BUILT UP I 3t4"WEB STIFFNER ENCLOSED SOFFIT MANUE TRU55 2 X 6 BLOCKING CONTINUOUS SIMPSON 5HEAR WALL I PAGE: _ 5/8"SHEETROCK RAKE WALL ► LL R-38 HD INSULATION �� FOR HSNGER. HANGER PER PLSN „ • 2_D FOR SLOPED TRU55 i,;, NOR TO STUDS W!(3)16d. VENTED BLOCK STRIP VENT 3/4"WEB STIFFNER ► I R-21 INSULATION USED SLOPED HANGER W26 OR W526 ]�+�, LEDGER PER CALLOUT I 1/2"SHEETROCK SHESRWALL PER PLAN I� BLOCNAIL KING W!84140 4"0 GL SHEATHING O. 5/ "SHEETROCK ENCLOSED SOFFIT OVERHANG VARIES R-38 HD INSULATION - 2 X 6 WALL 1/2"SHEETROCK 2`-0�� (REFERENCE PLAN) -_1/2"SHEETROCK I. SHEATHING 2 X 6 WALL R-21 INSULATION R-21 INSULATION R-21 INSULATION --- 2 X 6 WALL11 (��,, (� I I MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION PARALLEL CONDITION O` I1n r n t I Il �� ROOF SAVE DETAIL "I" JOIST RAFTER ROOF EAVE DETAIL "I" JOIST RAFTER LOWER ROOF CONNECTION TO 5HEAR WALL AUG O 8 2018 TYPICAL EAVE DETAIL re,,,- ROOF EAVE DETAIL Q "I" JOIST RAFTER C� �8 C �q _„___- v \\\ SCALE:1/2=1' / SCALE: 1/2"= 1' SCALE:1/2"=1' SCALE:1/2=1' SCALE: 1/2"=1' / CITY OF .w w,s t,1,. BUILDING SECTION DETAILS J. STERLING NOTE:VERIFY ALL HEADER to HEIGHTS WITH SUPERVISOR 108.5' gUILDIVNGR kT. 1 STANDING SEAM METAL ROOFING. J. STERLING COLOR TO BE DETERMINED. UPPER PLATE HT. �' 2 X 12 FIBER-CEMENT FASCIA - a � TOP OF LIVING ROOM VAULT GREAT ROOM SWALL 2 ENCLOSED SOFFIT 1/4" = 1' U.N.O. a UPPER WINDOW HEADERS 12 1 1 (VENTED UNLESS SPRAY-FOAM INS. USED) © �1��1�� 1 MANUFACTURED TRUSSES 24" O.G. w ©�ElliSigl '�S� 3 (3)11 7/8" BGI 6000 1.8 "I" JOISTS - 24" O.G. Sn � OtJ-t/2-20 S z DINNING RM. PLATE MT. Jul. Ar �—��` 4 `�/ —r 2 �. ■■ I. l /—� I�n Y 4 R-491N5ULATION MAIN FL. UPPER YIN.MDR.IN DINNING PLATE HT. , - © -�1 ~. (B) R38 HD INSULATION ' 5 1/8" X 12" GLB BEAM 8 F — — — -- „-P.WINDOWHEADERS 8 5 (B) 5 1/8" X 15" GLB (C) 5 1/8" X 11.5" GLB = EXPOSED IN/ NATURAL FINISH. �` b SKIP SHEATHING ON r o I II — UNDERSIDE OF TOP DECKCD b DINNING ROOM KITCHEN 94.8' EXISTI Gk POINT a - , C7 13 5/8" SHEETROCK ON CEILINGS azi 1/2" SHEETROCK ON WALLS - - - - (11) o 14=111111111111 �— S R-21 INSULATION 91.0' MAIN FLOOR iisma Als. 12 515"FLOOR SYSTEM 16 F 415► S 10 9 10 �j 11 1/8" BC! 6000 1.8 "I" JOISTS - 16" O.G. PLATE HT. • , , _ _` i q n ' n .� o 1 1 (B) 11 lB BC! 6500 1 .8 I JOISTS - 12 O.G. 11p _e .1 8 R-38 INSULATION OVER iY TYP;YINDOW HEADERS �j a r V �� �' 10 OPTIO ALOR CONDITIONED -I =I OPTIONAL OVER CONDITIONED AREA. 12 I I I I 1 iiv (lit$ 6 11 2 X 6 PONY WALL (DETAIL 8/A4) 83.8T nv GRA E GUEST BED #1 �jUEST BED #2 bX b P.T. POST - WRAPPED I I I I� I I fp �N,,,.,r o� 12 INSTALL WRAP w< SPACE, USE 5/4" COMP. 1-a^uv vetof 1 EXT. MATERIAL VERIFY W/ SUPERVISORW L PLAN AREAS " rn� L/° f2e Neer `"''� CABLE RAILING - 36" HIGH TO CODE LL Z y 13 - FINAL DESIGN T.B.D. -- - '19,85' BASEMENT FLOOR-� / — - / E MAIN FLOOR 2,201 SQ.FT. TTT '1�10 9 10 �'1 " � °per 50//... ' 24 X 24 GONG. PAVER DECKING o k? 9IMPSON HANGERS) BASEMENT 1 ,300 SQ.FT. 14 - TYPE AND COLOR T.B.D. CRAWLSPAGE 11 m N u STORAGE / UTILITY 563 SQ.FT. a 15 4X12 PT. JOIST 24" O.G. D- o TOTAL LIVING AREA: 4,064 50.FT. DECK FASCIA 5/4" - COMP. EXT. MATERIAL 6 'Cr COMPACTED FILL OR UNDISTURBED SOIL co GARAGE 536 SQ.FT. 12.12' ExlsrL POIrDir al 13 J I I I - INSTALL W/ SPACERS Z m Q� X OL tti 1 '� 5.5 X 12 P.T. GLB DECK BEAM SHOP 141 SQ.FT i 1 Q m ry ENTRY 31 SQ.FT. BUILDING SECTION \ co o4 2 4 CONC. SLAB 'n ii 4 rn OPEN DECK 462 SQ.FT. 1 S (CONDITIONED AREA SLAB ON GRADE - R-10 ENTIRE SLAB) BUILDING SECTION 1 v W ca LI-10 §FA �- Q w- p Z , 1 `f.�,�� - - ROOK TYPE TB.D. 12 2 P o VI �.+-- IIal—�_.__ �..► III -��I a .�) ��. _. �` Z !wilingII r 11 1 NOTE:VERIFY ALL HEADER _ Il l I 1�3B� HEIGHTS WITH SUPERVISOR 2?,- W al z "CV 1Yri< J �/ Z � x 12 0 rr. �. 21 'r -a f V � 1 wit : r 2 ;�a �' 2 ,� 1 �� 1� SB i����ii� `. _ w000 , ^ J AS illII"liiV 1 I I I _ allZ. {8 ���� �����' GREAT ROOM N WALL easy Z. (�/ 1 _`_ �. ; �,�l, , r �. ' lli 3UPPER WINDOW HEADERS 2 ,—I� / 7 7 '}� 4 ', �� Me ���� I�I� i�■�i�`/�'i taiga �� r����� t MAIN FL. 1 I--- ,. 7 g' ' -��rja'�� '�'• ' PLATE HT. SIMPSON HANGERS !t��'.ir�"—.4e� O 8 4 ralai w Ii,�r� ROCK TYPE T.6 0 -. . -- -_ ,�eitlin•�i�� LOWER WINDOW HEADERS w 81 II ,� N WALL GREAT ROOM& ;�_ [/ �A'�1������`V.����� N.WALL MASTER BED F Y' GARAGE MUDROOM HALL POWDER ° LIVING ROOM ' ; n a; W= V m en Co Ll2a , o n _ ;3-- 62 hi I 'ail 3 R 18 1 ( . t /! . �% 11 - ��. '.�:���i �: T A zit- a f 1ixos zwoo ah - �sIMPSON HANGERS12 518"FLOOR 5Y5TE a e`51 �� .,. 415 _.-.. 16 _. �P--PLATE HT. z--"' 1�10� 9 10► 9 9 �10► I �10► (/MPAGTED FILL OR I)NDISTI/RBFr)5r I - 7............_____— '� SIMPSON HANGERS 51MPSON HANGERS 11 1 6 17 I— =�u§ � \) r,cTYP.WINDOW HEADERS VoFI z° ; 8- E 11-1zin �\�, aII // 12� S1111 CRAWLSPACE CLOSET GUEST BED #2 GUEST BED #2 GUEST REG ROOM - ��\ \ tf3ATH #1 - 1l [ f o p wT P �\��- \ I > ^ WQ 1SCISCIM 1814= HI � • t. 410► 9 110 I � ®ili 16 SIMPSON HANGERS - �/ o ■i1F�1 : u�i Z I w 4 11fr �} GRAWL5PAGE - J pet 1.2 [ I)' I I 6 . 1 I o.F /Kt' �� ; m OWNER APPROVAL s- 3 i12 INITIAL: COMPACTED FILL OR UNDISTURBED SOIL .-vi \ PAGE: --___________ 4o= � / I ° §° el / BUILDING SECTION zo r ��--- r� �7 SCALE:1I4'-1' X OF: 1 13 R ig n ni, le47 w AUG 0 R 2018 i BUILDING SECTION 2Inv, IE NOTE:VERIFY ALL HEADER BUILDING SECTION DETAILS J. STERLING HEIGHTS WITH SUPERVISOR 1 1 avERAu STANDING SEAM METAL ROOFING. to 108.5 BUILDING HT ` J. STERLING ry ■ 2 fl�ll_ ��'iW,1 -�IM1�I�ir4�3B� i,Ir I .i'I� i '�I� UPPER PLATE HT. , OOM 5 121 1 ' �, ,R� I m":1—:_ © COLOR TO BE DETERMINED. 2 X 12 FIBER-CEMENT FASCIA < 0 TOP OF LIVING 1 1 rn GREAT OINHE WALL _1� ' 2 ENCLOSED SOFFIT „ = , ' UPPER WINDOW HEADERS 2 © n 12 1/41 U.N.O. L �p 1 (VENTED UNLESS SPRAY-FOAM INS. USED) Q 2 i �r— 1 + 1 i 2 MANUFACTURED TRUSSES - 24" O.G. W °_ ' 3 (B)11 7/8" BGI 6000 1.8 "I" JOISTS - 24" O.G. Z OS-02-2018 2 i— Y■� p ?Ih Ir - o MAIN FL. A I In.. I•II II IL 4 41 i - -I I a PLATE HT. ' m 1 I' 4 R-49INSULATION (B) R38 HD INSULATION r : 5 1/8" X 12" GLB BEAM TYP.WINDOW HEADERS I-: . . , . - ' ' WIMANDOW BEDROOM WINDOWHEADERN 5 (B) 5 1/8" X 15" GLB (G) 5 1/8" X 19.5" GLB " w.om 'I , In Irr �, ; EXPOSED W/ NATURAL FINISH. .JGITGHENISKIP SHEATHING ON hII- II 1 , 6 UNDERSIDE OF TOP DECK 0) EXISTING GRADE - -nil �'' • HIGH POINT c .— I= !� L I I., � m 5/8" SHEETROCK ON CEILINGS Z uluuulun �_� �, Ill Il i I111.1111.1 �' �I�' 1/2" SHEETROGK ON WALLS 7 ow e mi........m $ R-211NSULATION i 91.0' MAIN FLOOR ,��2 5/8"FLOOR SYSTEM — ! — r - �- i I MAIN FLOOR a PLATE HT.- � liu � C tilI?11,111�i■h �i,�31��Up11u/m p1 41 I :111. 1 i u■uu■■■ u . i��������n�� q 11 7!8" BC' 6000 1.8 "I" JOISTS - 16" O.G. s TYP.NllNDOW HEADERS i■■■■■■■■■■■■■ 9 uuuuu (B) 11 7/8" BC' 6500 1.8 "I" JOISTS 12" O.G. s 8 I I R-38 INSULATION OVER a 0 CRAWL OR CANTILEVER. 1' OPTIONAL OVER CONDITIONED AREA. in Net MIMIC AV ORG. b c.-- GUEST = REC. ROOM 12 X 6 PONY WALL (DETAIL 8/A4) a '° 83.457, GDE RA M ! IIVI ' 6X b P.T. POST - WRAPPED 2 12 - INSTALL WRAP IN/ SPACE, USE 5/4" COMP. # EXT. MATERIAL - VERIFY W/ SUPERVISOR0 i PLAN AREAS - 1 W • 12 CABLE RAILING - 36" HIGH TO CODE LL 79.85' BASEMENT FLOOR - 'I iiiiir) ' FINAL DESIGN T.B.D. MAIN FLOOR 2,201 SQ.FT- I� 10--- '--- 9 10v 24 X 24 CONC. PAVER DECKING BASEMENT 1 ,300 SQ.FT. 14 - TYPE AND COLOR T.B.D. 0 CRAWLSPACE N STORAGE / UTILITY 563 SQ.FT. 15 4 X 12 PT (N JOIST 24" O.G. 2 L 1 I I " 1 TOTAL LIVING AREA: F'� v " a o COMPACTED FILL OR UNDISTIMI .D SOU 6 DECK FASCIA 5/4" - COMP. EXT. MATERIAL O GARAGE 536 50.FT. 12.12, EXISTING GRADE INSTALL IN/ SPACERS i 6- 9 m w v izi LOW POINT _ SHOP 149 SQ.FT. ENTRY 39 SQ.FT. BUILDING SECTION \ 115.5 X 12 P.T. GLB DECK BEAM Q ta? o NCALE.,4 -,• 4° GONG. SLAB Ill m nt d m K 1 OPEN DECK 462 SQ.FT. 1 $ (CONDITIONED AREA SLAB ON GRADE - R-10 ENTIRE SLAB) BUILDING SECTION 3 v w NOTE:VERIFY ALL HEADER 0 HEIGHTS WITH SUPERVISOR NOTE:VERIFY ALL HEADER 0 ,,�„' 0 108.5. BUILDING HT. OVERALL HEIGHTS WITH SUPERVISOR ^ 108.5 BUILDING HT. ' z j�•� Z 12 I— , n II11 1 El 12 z El 12 MT 1 LU p 1 In i'�-"„ �'• ''���; h 1 . �_� GARAGE UPPER air —I i ___1 - �� NI 1111111111111/1111P \� � 2 v EA f ri �,�- �:eam: �, reai s& ���� _1 \` PLATE HL AllMAIN FL. I!/_11Mill!Ipliii�p o i�i Il" nrs- " -4.... �p�1l :■■■ -r W _ c� PLATE HT 4 ��r■c�o-mJ,�f�1ai —;o a1;1 �� - ' 7 mr a p,=; MAIN FL. ' '� I- wArs7 -. rd I> '.. PLATE HT 44 8 O iii Tl'P.WINDOW HEADERS o I,, 8 E S 8 GARAGE W NDOW HEADERS 11 11 t FA O. r I �! . nseC (3 94.8' EXISTING GRADE o = ► �� MASTER BEDROOM az = GARAGE V 1 m HIGH POINT o 94.8' EXISTING GRADE b - " - r a HIGH POINT x am::11■Ill i 5 I I ' ZI I, a Ili 1■1111■11/11i1'. - I RETAINING WALL Eli 5 F> 91.0' MAIN FLOOR I - --I; I 18 ^' y I ^�' "Qka al o PLATE HT ,el 25/8"FLOOR SYSTEM 11/111 I I 4�10 `—: 9 .. 10 .. .. ' I, ., — 91.0' MAIN FLOOR _ - ° T 0 4� O g �a� I■■■■■■■■■■■■■I ila� II: ". .�.'� �: p 9AIM SYSTEM p11111 1■■■■■■■ - I M PLATE HT. I■■■■■■■■■■■■■1 © = C(1MPAGTFD FILL OR UNDI5TI1RBFi7 U -- HIP u■u■unuu 42Tl'PWINDOW HEADERN umm�n = mmm. I� RAISED STORAGE AREA - 11.1 or a a goo 3 -- w_wwo U' Qs is in wind AVG.ORG. _ .-.___. to b i ¢u 83.87 GRADE HALL ■ UTILITY/STORAGE ` AVG.oRG. ' n 22o 83.8..1, GRADE v , oi�z= t. Po<_ :14- 1-1 79.85' BASEMENT FLOOR it I ' 8 ( 18Fa e � PH oz ° - ' " , - °T ' ° ° o _ 79.85' BASEMENT FLOOR Ar 64,TO J r,01 000= R COMPACTED FILL OR UNDISTURBED SOIL pH OWNER APPROVAL INITIAL: 72 72' EXISTINGLOW POINT EXI G PAGE: 72.72 STING LOW POINTRADE BUILDING SECTION BUILDING SECTION SCALE:114"=1' SCALE:1/4"=1' -- -- M P9W7 NI AUG O .B '2018 BUILDING SECTION 4 BUILDING SECTION 5 CITY OF ANAGORTES .. _ . EXTERIOR DETAILS J. STERLING 1 J. STERLING STANDING SEAM METAL ROOFING. 75;1 41 NOTE:VERIFY ALL HEADER COLOR TO BE DETERMINED. 'g o, HEIGHTS WITH SUPERVISOR A OVERALL A 2 X 12 FIBER-CEMENT FASCIA .. 108-5IBUILDING HT. ' I 1 1 I I (1-4. 1 - I t 2 FIBER-CEMENT ENCLOSED SOFFIT 1/4" = 1' U.N.O. or 12 I -) (VENTED UNLESS SPRAY-FOAM INS. USED) x ii __ __ _ _ . . , 1 _ z 2 ,-- . _ , 3 CONTINUOUS ALUMINUM GUTTERS. 08-02-2018 Fr 0_ .. ._ .... _ , UPPER PLATE HT. r @ 130-1.OF LIVING --- ROOM VAULT 141.2.3 505b 44.'L 44242 46354 F1C. 1 112 _ 5 1/8" X 12" GLB BEAM - EXP. NI NATURAL FIN. 1 i: ;'; I I kii 4 (3) T&O MATERIAL 1N/ NATURAL FINISH GREAT ROOM MANALL UPPER moon HEADERS a , . 1 ---, : ON EXTERIOR CEILING MAIN FL. All 44.;43:II"C: 41,11 V,I.34 6-,,r rh.: 1 II I! PLATE HT. r UPPER DINING ; In7 1 II =11 E-Erl E ; 1 I I I I E E E 1 ilE EE,l'Et_Li.,,,sky,.'A ELLicra 1 i ill ,,,, .1„, ____ , 5 "X" METAL CORNER TRANSITION. NINDOIAI HDR5 II I I Ili Ell IE 1 I L...._-_ - fE. i 1 MASTER BEDROOM Hir _...___ _______:1 rirr _ii 0 1 li; 1:, Ili I ralloovx HEADERS TYP.ININDOIAI HEADERS I 1-=1-11 [ I I I 1 nr1 ____ EI E I I El i E ifi II — - 1 I VI 0 III II 6 FIBER CEMENT SIDING INSTALLED 1NITH C)) b , ;; 5. ,k , • . ; ; .: ;• ' 1" OF EXPOSURE. TYPE & COLOR T.B.D. Lie Z 0 r_k _... • ' . ;1 ' • ; • ;-_ ,,, ,:. f -. .. , , ) 11) fil a - b 1..? , • , " I . i' ' ,^o ' ci4.8, EXISTING GRADE + - 8 b yet i 4 , I It'? 1 CEDAR LAP SIDING. 0 HIGH POINT b 1 5 10,- --.7' -:' 1. , . : :I! '' .. ,) — ji --- ''; 1I '' ' INSTALL1NITH 4" EXPOSURE. in ' 1 I e_eLI-LT: I 1 TITI ir r n -', ' ' bt-- ____ __ 4;tit_________________ 111 11 IL ill 11- III FIBER CEMENT PANEL SIDING rn .7- I-; . • , , , .; ;., __ ____ It 05 p -3-4 3-1,4- 4344/2 J064 E04 44,4131 — - - /43 4;3,4 3-6,5 3 44-431 1 -34\123"4444 l'1C---11444-;33-13314,73 a'',,,,%1- Pt' /."Il'I.334/!, EII-I 4,41'6" ) 4.I F-L: etti.-IC 3 I'4I_,5-I 09 14 -k .11 k---- '-j 11 11 INSTALL lNITH ALUM. TRANSITIONS IT f —_I -- 4-41:4-I4r — i I 'I- CM_10. MAIN FLOOR ..-.,-.. ..;___..--. ....___ __. MAIN FLOOR 12 5/8''FLOOR SYSTEM - -L------_ --- 111,!Iil 2 ik 4 12 0> _ •. , _.„.,, , ,T) 4 122.1_1( 1 PLATE HT. ------------- CULTURED STONE. TYPE AND COLOR ---- : 1 1 . II f;-;;;,--' ;:. .! " , , 1 , ri . 'I , ; ;; ; TO BE DETERMINED. k _I TYP.NINDOIN HEADERS - . J.3 -134,4-11 - , , 1 CABLE RAILING - 36" HIGH TO CODE 9 ' - - 10 illi= t " - FINAL DESIGN T.B.D. : . . , .. , 1, ; . . ...4 3 , 4 IIII I I ,E E , 4 'i E ; ,-..: __....E_-_-E E 24 X 24 CONC. PAVER DECKING b E E V ' ' 1 1 CO ;a l E.E E- - PLAN AREAS AVG.ORG. 83.81' + &RADE i ' n io it 111=_____I ll 11111 , :1 il ,1 , r--- II !lir it..3irt tit . ., I II; III II; pl , 0 —j I III'— ...] ,I , ' I _4 tr, _ 1 ; r----. I 11, .1i), - •• TYR/COLOR T.B.D. it-lia I L - .7:--J i' ;.' ' 1' 1 1 - - 4/441 I. '4 --n 3,56;5'3,- - ,1-I,-'_! YIEIII77.53115^5 4 7,1____,3__47-7_-_----1-2- I .IINIti ;c t/'-EI-I .4' ' , t- DECK FASCIA 5/4" - COMP. EXT. MATERIAL [ 12 MAIN FLOOR 2,201 SO.FT. ..._ L - INSTALL lAli SPACERS o _. it ____, k_________ L';.1T1-4. BASEMENT 1 ,300 50.FT. i , —-J, __, , ...,=. 0 , I" -.=7.3I 1 r- -- bX b P.T. POST - WRAPPED 1c1,58' BASEMENT FLOOR + I _. _ _ _ riTiCif "iv' _ _______ i TV \ 1/1*--; Q 4 2 - INSTALL WRAP 11/ SPACE, USE 5/4" COMP. 01 2 STORAGE / UTILITY 563 SO FT in --- t. EXT. MATERIAL - VERIFYYsli SUPERVISOR CI Ea ty- 2 13. , TOTAL LIVING AREA: 4 064 SQ.FT., __._ ___ . . ' 3 I----, ' 14 4" CONC. SLAB 1 tr tf) (t) si GARAGE 536 50.FT. il" I 13 4 l. 131 13 • z (.7-1 tu 13 I- E /.. CZ X VI IT 2.3. .,. . FENCE FOR WALKING AREA SHOP 149 50.FT. -,. , 1 5 - SIZE AND TYPE T.B.D. n al 0 Tic 1-1) ENTRY 39 50.FT. /212 EXISTING GRADE 4 LOIN POINT r NORTH ELEVATION D 6 1 0 - 71 (13,) 0 • ::i OPEN DECK 462 50.FT. 1/ SCALE: 1/4" = 1' 16 RETAINING WALL -TYPE AND COLOR T.B.D. _ NORTH ELEVATION 0 1.11 Z Wir 0 111 0 IL 0 ozi § (3 Z el < c) 14-1=-1 r > D 0(1/ I-- — Z 1 __ _ El Z1_,e 1-1-1 tu cv .z,_ FINE7GEH:TvsENRI,FYTHAsLuL,HEERvILRR ..„>-. 112; _ _ : . -... — _— ,.:,.--; . .... . • ... 0 c0 < to- ' .. ,. 1 ....... - . _ E E (V K .,, a.to a P4214056 PIC -A036 PIC , 11-0 I GREAT ROOM N.WALL. UPPER WINDOW HEADERS _ q 1'- _______ _ I- , 4 = 1 1 -7 _1 f MAIN FL. A PLATE HT. ' . —1 + , I , .-- -. 1 I 1 1 ' e r I IL I Ili LU_ — --_-----21 IL 111 —1 ,__. i li / \- =--1 . ____., ________ _____ r7_:__ ___________ i i! , , i , LU TYP.NINOOM4 HEADERS I II r„- - 1 - -1- _ . 1 !II ------',1 I ,, I iii 1 1711 II II 4, 1 3 1 II 1 ,-4-- i 11 , 1 11 -1) 1 11 III 1 11 ; I 1 I i < so .....:: _ , 11 1 1 e zi- 11 ____t_,._____ 1 ___I I I-- F- ; IAI14 a.-'22c Aro oe.-A.;:-., em : 221 ArV, le;_ , _tr.__ b § ill _ =,. , 4 = .4. - rn z 2 h . 31 1 , , t--- in i 11.. 5 1 i, : ki) en , , - t . ' 1! . ,, , ir 6 1 + - 8 10 I ,-7-.L.---;-OC:2,-.17:- - z.c., I! , i - ,, o lb 11,? , ki , -.. II 1 . , ri 11_17p— I - , ..., . tn 4d K›I / I . -. CI.) fj__,j___ ___ -. _1 ii 1,1 ______ _ , Z o , b is- I-1 -‘ ' I 11 il 1 , , 1 11 li 11 ._ i ,,-...5 , 1 , 854`±'12 III 1i ! ._....Li __,..4. , , _ IC 0 jk,5,9 r_11 - ____ a ..._ __ MAIN FLOOR -.1-------------------' o o50 SPVAI‘ 112 5/8"FLOOR SYSTEM 12 _ C12}._ _----I --- - PLATE HT. A r - < caLiini iih§e, 1 .._,I luinli- 4 - zwoor TYP.WINDOW H 1 EADERS I > - -. 11 r 111 ritik2-9- F-: i 1 _ .‘ --- ERR--I ,------- P,tiq it 1 - i . ., , -...--- }, -6-1 - ___----- Ill - 13 1 ---- k . _ H -- -1- ------- re ocEzhig .in-o-- _Ecom< 4 ffiti'M I- ,..6 tatij 'r Zo 10 il '53. o2 (/) Ci ...-• 0 R 0 i.,,caor=c4i,C11 •‘b I I/454 3C51-,E-1 ci3 0 ---1 . - ,,;. - I ----- ------- - ...,_ _.- '- rAllg„ig > ,1 it I6ePue 6F, ------- !FaLo'n? L' 1 1 on _ _ ....- 1.1-1 ...,..0,. , _-- 6861 - ______- _, __ I-- in it , ,. I PEP 0 kzei 0 12, .`,, I .. - _d ----- tt __ - -- t- It i U.I IT 16 K Z - I . ------- 11.1 x - La in a 1 OWNER APPROVAL ca 13 INITIAL: — WEST ELEVATION PAGE: iN C r ul 12 + . 6 SCALE: 1/4" = 1' CA ‘D a- t- i z° MCE1W7,7 L. n - in II AUG 0 8 1018 . NEST ELEVATION CITY OF ANACORTL:.--, -- AREAS EXTERIOR DETAILS JD 1 \ PLAN STERLING 1 MAIN FLOOR 2,201 SQ.FT. © Ws35020 Plc. - 6 -25020PIG "' w515020 Plc BASEMENT 1 ,300 SQ.FT. 1 STANDING SEAM METAL ROOFING. J. STERLING 1v r- - NOTE:YERIFYALLHEADER COLOR TO BE DETERMINED. rg II 1 t HEIGHTS WITH SUPERVISOR '1 ' I, _ , OVERALL 108.5' STORAGE / UTILITY 563 SQ.FT. 2 X 12 FIBER-CEMENT FASCIA ---W— ' BUILDING HT. 1/4" = 1' U.N.O. Ji 2 2 12 TOTAL LIVING AREA: 2 FIBER-CEMENT ENCLOSED SOFFIT x © © - 5020PK..' 25020P10. - �- -15o2oPIL. © UPPER PLATE HT. 4,064 SQ.FT. (VENTED UNLESS SPRAY-FOAM INS. USED) .. 1 @TOP OF LMNG ---- -- - - - w ■e B © 12 q 1 12 © UPRT PER W NODOI E DERS ROOM VAULT GARAGE 536 SQ.FT. 3 CONTINUOUS ALUMINUM GUTTERS. 08-02-2018 a =. 1 _ SHOP 149 SQ.FT. © 1 8 ��>Si © 5 1/8" X 12" GLB SEAM - EXP. W/ NATURAL FIN. �._ 4 NATURAL FINISH _, © 31 _ a; � ENTRY 39 SQ.FT. B MATERIAL 2 ON EXTERIOR CEILING L.I. =1 — — © LL=_-_'-='-- 3 PATE HT. OPEN DECK 462 SQ.FT- la El B 5 "X" METAL CORNER TRANSITION �:a - ......... ... ... _- -_- ' �� -..,_p.—_-..�� i [III _ o 1, V CY) I 31 FIBER CEMENT SIDING INSTALLED WITH y • 3216 PIG.OB5C ' 6 I l OF EXPOSURE. TYPE & COLOR T.B.D. L 0_ ' • . - is • ® •,. 1-7s PIG •; © I ` 7 � 5li6 II5 ; .i ©- ze W 8 I 15 b +E II TINGGRAPE 94.5' -1 CEDAR LAP SIDING. 0 o i p INSTALL WITH 4" EXPOSURE. I I .. - SD ENTRY ELEVATION I I 16 I I I I I I I 'Jilin FIBER CEMENT PANEL SIDING 4SCALE:IH"=1' • .:. ' i \ ` L - - 16 8 INSTALL WITH ALUM. TRANSITIONS "0 1 -- -_. -- - - -J `-- -- ... '. MAIN FLOOR 91.0' / — 9 CULTURED STONE. TYPE AND COLOR / TO BE DETERMINED. r - ai Ti/ 1 3 1 1 CABLE RAILING 36" HIGH TO CODE 1-1 0 © / © - FINAL DESIGN T.B.D. }+ B © © ■TEE // II © © :` _ 2 " 11 24 X 24 CONC. PAVER DECKING (11)I _ TYP.IGOLOR T.B.D. W • m / 1 ( I DECK FASCIA 5/4" - COMP. EXT. MATERIAL _ a / 4 �_ 1 1 , I 12 - INSTALL W/ SPACERS 1/4)1 C WC2 322C PIG v V ?220 PIG O Q 6 P.T. POST - WRAPPED , 5 0 0 7 0 �� 1 5 b, 13 b INSTALL WRAP W/ SPACE, USE 5/4" COMP. /� ti "� 11 ' EXT. MATERIAL - VERIFY W/ SUPERVISOR s 1. o / 1 14 4,� GONG. SLAB 4 eo v m .Q - 13 -- m 14 ' 207o PIG. �Wosz70IiG Z mI- ti-- - / •--2010 PIG 'a 2010 19C. IK X Q' / 15 FENCE FOR WALKING AREA Q m0 O - LEFT SIDE ENTRY ELEVATIONRIGHT SIDE ENTRY ELEVATION 512E AND TYPE T.B.D. j o Z SOUTH ELEVATION SCALE co n_ Q SCALE..1/4'=1' rn / . / SCALE: 1/4" = 1' I 16 RETAINING WALL -TYPE AND COLOR T.B.D. L _ - - - -- LU in SOUTH ELEVATION v o uao z Qz Laoe3 + '' o w W uicv �I 12 .-`l• r/ Z " I --- _-_ ----- ---.-_ 1 NOTE:VERIFY ALL HEADER V _A, 0- 1' "- "-"`- ----_.__._� -�� 1 3 HEIGHTS WITH SUPERVISOR i i ( 2 _ - �— 12 ----_- 2 us?a 10 Qom/ 1 81 6 12 Wok W 1 , I 1 36 PI 1 ! 'Tr `. ii-ra. � �-- -c.-.-.-.. w2a 30 c � j I__��-1___ GREAT ROOM N.WV1 W _ ' Is--_"I .� . .. _- ._ �_ �. �� -.T. -:-,_ f_-..-__. UPPER WINDOW HEADERS W I ---- - MAIN FL. Q— )1 1 Lu F2 ► ' PLATE I-IT. �•,{ is I 1 / r _ _A I I II I I II r--�;1 ��7i I /� jr, TYP.PARDON HEADERS o � � rn , � y ;I I [ , 6 n to m w413216 AINN �65:. - - 'I i ( G I \ F 51 11 6 5 8 ' 5 1 It N_z m �I It 9r 5 I \\ II, II b W= o=oa I�I I W313040 CASE tN36> ._ ,I I10 RZ B6a _ � � \ LL 1{ 15, E goo uce tu W2B 306660T.AWN, Z ;;;:; _ 14 � o-il W4.JJI;PIG. W4' 201G PIC W40 2010 P!G. W39 201D PIG.13B 2010 PIG. 11 r \ 15 •,. MAIN FLOOR I ® � `- - - 112 125/8"FLOOR5Y5TE I . N xy 7�-T r ', PLATE HT. \ -_ i M.WINDOW HEADERS = gVW - - _ / S _ LI d _ / � PiPW - / b w653016AraN=Oast 15 11 1 d $ 5 ► [ 6 5 V "��'a M� 13 0 =_� _ I _ . - o Hun M . 04� • w >m� o p-- W64 3050 5H. W63 3050 5H. W62 3050 5H. w61 3050 5H. / / ' '� FII W .I� PJ w A� lI / �m� I 15 / —�� ® 12 0 �.:KK,1 ] • �,^.I� / / LL ttr GINNER APPROVAL w _._ / / W INITIAL: / m PAGE: uuu.u.0 a. / I iiiiiiimmmmmm / ■uuni888ii , In1 EAST ELEVATION an z OFFICE NORTH ELEVATION I / / SCALE: 1/4' = 1' - - OlEgffilTr7 I %ALE:1/4'=1' / K r AUG 0 8 .2018 - > O - EAST ELEVATION / CITY OFANACORTE, G BMP G154: CONCRETE WASHOUT AREA E BMP G235: WATTLES BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT ® BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND � PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO m pURPOSE AND DEFINITION WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS 15 DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT NATURALLY OCCURRING(UNDISTURBED)501E AND VEGETATION PROVIDE IMPORTANT STORM WATER FUNCTIONS 'A ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND GAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. J. STERLING `D CONDITIONS OF USE INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW _ 3 BIDFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS ' CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SC'RL'c- PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES(P.315)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL CONCRETE WASHOUT AREA BEST MANAGEMENT517E IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION TOPSOIL AND SOD.NOT ONLY ARE THESE IMPORTANT STORMW1/4"ATER FUNCTIONS LOST,BUT SUCH LANDSCAPES = O.N.O. -2-CONCRETE 15 USED AS A CONSTRUCTION MATERIAL. ON WATTLES(HTTP://W W .W WSD .G OT.WAOV/DESIGN/STANDARDS/PLANS.H7Mfi5EGTIONI) THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, -IT 15 NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, 2 -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD -FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET id 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN WF'STES,AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS /� Q i- GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF 08-02-2018 z FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.IT 15 DIFFICULT TO DETERMINE EXACTLY INHERE ACCESS TO THESE PROJECTS Wa WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM INHERE NEEDED. ii POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH A5 STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITCHES,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING --- -- - - _-- - _____ - _----" - -- EFFECTIVE FOR ONE TO TWO SEASONS. SOIL AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE Mlrvnxart -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT l MANAGEMENT OF STORMW ATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLIDS,AND FOREST PRODUCT - Lath and flagging RESIDUALS.IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE QI" CD O on 3 sides DESIGN CRITERIA yam--+ AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT IS IMPORTANT THAT IMPORTED TOPSOILS Ware Sandbag -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. !_/` IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDEREDCD -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILSAND a: �,.1. �0 INFEASIBLE ON TILL 501E SLOPES GREATER THAN 33 PERCENT. - I .h OPES.ON SE S,STEEP SLOPES,AND AREAS WITH Z Berm N GUIDFLINES Sim 0 10 mA plaslic lining Sandbag SHOULDI BE DUG LS INITH GRADUAL AD DEPTH LOF S TOT- CHES,OLR 1/2 TO 2/3 OF THE THICKNESS OF THE GWA1T RAINFALL,THE TRENCHES 1Si, �qi>v 0rl•� f D SI G RETENTION. ETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT 14 -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD �X y ,�� PR- OIL BEE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON 517E IN A i Varies1111 A -_ EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. a. i DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO 0 a _---- -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE, r OTHER PORTIONS OF THE SITE INHERE FEASIBLE. ax -7 1 rr AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. t/'''� %�` IMMO a ♦ • • -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS 5 Berm -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS. j�� ie: : 'a ♦,.� SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT ` • ���� ^ -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. ■ r • al" -; - PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: j Q ( -IF REQUIRED,INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE r�e�'� � 4J •s 100'min. 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% 1 MO �, �jn s Section A-A AND INTO THE 501E ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. a -- lomipMsticGnarg _� Plan Notes: -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR GAN -/ t sh THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT INHERE TREE ROOTS LIMIT THE DEPTH OF 1. Actual layout ALSO BE USED FOR STAKES. • A,t• 4 •7 ;7 da: INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE u u determined inthe Geld. -STAKES SHOULD 8E DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING Install driveway A' } -e SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, Type Below Grade 2. A Wnc et a!e washout ABOVE THE WATTLE. ctltVert if there is a i • d WHERE FEASIBLE. le sign shall be installed roadside ditch present / r.._ 2 within 16 m of the 4"-a"quarry 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. a an,Minimum temporary concrete MAINTENANCE STANDARDS spells ` ' 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS 014111 washout Wiry. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, / A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. / _ ' -;7' THE COMPOST SPECIFICATION FOR BMP 77.30: BIORETENTION CELLS,SINALES,AND PLANTER BOXES(PA51),WITH THE '.mod frame !! .14 .- - d EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN ` Geotexide l �- ' T _ �' around e fasteneontire __ _ _ _ -._.-- _ _ ___._ t -- ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN ES B securely st RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND iij perimeter wvlh two _ 3'-4' i' . DI slakes I -me- (1.2m) ,� _ erri \ LOWLANDS REGION. it *" e• \ B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR 'dares rfrii4 ., 10 milkrr� ,r/17� ,i" C" E plastic liningj /" jr« OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT q �� '�. ��''� /// + 15'min EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAG 113-350-220. U U y Notes: A THE RESULTING 501E SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. 0 .; r I// 1. Driveway shall meet O Stake dye.) i 92`minimum thickness L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE '`'' Straw toils must be ~/// the requirements of the V Section B-B placed along slope ift Adjacent rolls - permitting agency. METHODS LISTED BELOW: ty 2 // 10 mil plastic fining contours I/ shall tighUy abut ,1tw 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. N .. ` I 2_ It is recommendedbethat Provide full greys 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM 6 C Two-stacked if 1 ��f� lc 0 wood rough Plan : \\ 4 ; 'GV the entrance oe aa(Qngresslegress CALCULATED RATES BASED ON TESTS OF THE 501E AND AMENDMENT. Q1 wood frame Vt`� 1 - crowned the that runoff in drains off pad. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST 6. _ Type "Above Grade" with Wood Planks �f �` ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC,MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- ' TAW rtl NOT TO SCALE ;k ` 1ks‘ ,r`. I --. - -.. 3 APPROVED"RATE OR AT CUSTOM CALCULATED RATE. X tZt to }(tf t', 0 ' 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. w O O (11 •L• it 10"-25'(3-Bm) \. W MORE THAN ONE METHOD MAYBE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE IA in V CV Figure I I-4.1.7a • Figure I I-4.1 .1 DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,ODES NOT NEED TO BE AMENDED. . QZ mu��L �h� /� ` Stabilized Construction Entrance to p_ 4 m - Concrete Washout ashout Area MAINTENANCE Revised June 2015 . Raang depends DEPARTMENT OF Revised Jute 2015 -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM DEPARTMENT OF on soil tape and „ ` ECOLOGY - slope steepness • ECOLOGY COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. I I 1 - F and organic matter. Please see habiktywro'.ec disclaimer. a ynghlhtmFfor Co notice indicting permissions. -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. L� Please see hlrpJR+ww.ecy.aa.gov/cbPyn+ghklMmt for copyright notice mrdudina permissions. E i State of Washington limitation of liability,and disclaimer. i nave seeds are State of ytlasni ngton limitation of liability.and disclaimer. R. captured behind the rolls. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. w -REDUCE AND ADJUST,INHERE POSSIBLE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES, ,'A I RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. Z pi O BMP C1230: SURFACE ROUGHENING O STORM DRAIN INLET PROTECTION I-40.20-00 0 ILI .O1 Purpose: 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE II Z CI 0 Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment - _ trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment 3"-S(25-135rttn) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such �'' USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION 51TE BY PROVIDING A I - as seeding,mulching,or sodding. \�csoi, 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Z V \ �`. ,/� $"-i�aa' 11-4.2.12 SILT FENCE(P.36q)FOR DETAILS ON SILT FENCE CONSTRUCTION. W wCONDITIONS OF USE: - i/ �-r (20U-254mmi W ►� -All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. *'�`rA `, 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). Z (V -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. G 4 \f% �X CONDITIONS OF USE . ` Z -Slopes with a stable rock face do not require roughening. LAM Stake i, // - SILT FENCE MAYBE USED DOWNSLOPE OF ALL DISTURBED AREAS. v ems. Ctr O -Slopes where mowing is planned should not be excessively roughened. - /�y-.' /� ` SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF J -///"/ \.. // 1'x i"Slake '`� 1 WtlL THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. I 0 Ci � �" ft (25 x 25mm) DRAWEE GRATE I mi SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS Z f OF OVERLAND FLOW CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND._-,,;- -.._ . _-__.__ ______..._ -.-- ------- --- - f t t NOTE. 0RA1E ` �! DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN - f A 1. Straw rod installation requires the 25mm)de and secure staking II ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. w _-��u ,. ...a...,_.z ct I r " of the roll in a bench.3"-5"(75-125mm)deep.dug Si minmm w?,c.a a a ci.c..�`mac. c ' Runoff must not be allowed to run under or around roll. NOT TO SCALE "®•E"r' °� N = W � ir . OVERFLOW BYPASS 1L i 1 i NNN.N.NNN � LL�-� „... D .,.*c 0FA01N A•Er tlG1E DEVICE Figure II-4.2.14 � '�, at posts. Usesataplesbric �vxreRrgssplior LC o _ V YattEes �� , --------..._.` equrvatent to anadi 4abric to posts ./ Joints in flier ea. cam_, cs ca. ' 2'x2`by t4 Ga.wire or equivalent. r n ° i i-r - .., A Revised Nayembar 201 r d standard strength fabnc used V rn t11 - a ,aa c- DEPARTMENT OF a i=i6 ca, a -- I e;;z_¢ca ram'�� ECOLOGY --�r^lease see hit IMrvir.ec iva. r hf.htmf for co M ndtice permissions, - - p'+'.• r - r j -> F P Y 90' RYng PYrkJ including a - A m. • c� �- State of Washington limitation of liability. and disclaimer. ���� As: S, Tracketg with machinery up and dawn a a�a ¢u O BMP C123: PLASTIC COVERING , b ` b b °•••°. �' .£ EL s o.• ... the slope provides grooves that will v� a. �` , --- `; f ' i r g catch seed,rainfall. and reduce runoff. ` ei aa a ` PURPOSE: p:.f .} Y` M1 i W o 3 p a ez PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. wr "j � )J +.-j. � ' EE0 w LSta Tracking CONDITIONS OF USE I 1 I I ogL=a PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, Minmum--.� t I -- - -- 6'max I :rig y w ot EXCEPT AS STATED BELOW. 4"x4'trench I I ,1' I Pa; o o �. / „5`=1-< PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING GUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY ` °74's wtwwo '�* RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX Post spacing may be increased -- w s a t 4 _ ... 2"x2"wood posts.steel ° <LL - 1=11-'.h: MONTHS)APPLICATIONS. to 8'dbrire backing is used p 2 _- 71=1I=II. DRAINAGE GRATE fence posts or equivalent �gw°o°z 1-11=11:], -DUE TO RAPID RUNOFF CAUSED BY PLASTIC.COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE -w c xxou RECTANGULAR s snbvrt ` puSYSTEM[twt g o°_ o 7I=1r`➢=1 ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. _ =11M. - oorto 11 - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE g° _f_ MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY -�i• 00 i2"x2"by t4 Ga.wire or egtuvalent. - CLEAN WATER AWAY FROM THESE AREAS. /�! t GJ r i� tom-- if standard suiHylh fabric used °"a ...7 .r- - -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. cs- iv //(l 9�_ o°oo"'w 50' S"min �� IF l -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE,REMOVAL,AND jI 7 ' J 15m (150mm) = r`•.'..-- / Fit[erfabric it O oo�`= w ( ) DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD. \ r"" L` / itill z 2 t.--ra 1r - -WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE - ill i i15 o Inn 11=_ II-II SLOPE.THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN •r 2'nun p w i°o -•III=l1 $ 3 �; yip n who r-11 U alfit tl RAINWATER AWAY FROM BARE SOIL AND DISTURBED ARFAS.DO NOT MIX CLEAN RUNOFF FROM A PLASTIC.COVERED �/��\* `l. a(1 r'""II 1 Contour Furrows SLOPE WITH DIRTY RUNOFF FROM A PROJECT. BELOW VW clans PEACEi t i rrvanFww ervxss tr».> with • •"\\ \�` •i V / ~ a I`I III=11 ` � OVERFLOW B alive soil ackfitl or IS > //�/� OWNER APPROVAL t irt(ll=.h- Maximum ': n.•I ___ • I.ILI A Ir_❑. MEM 1.8'vrastedgrarel .1 • -' ?` l2,"�mt��/\>2S./` Grooves will vetch seed,fertilizer, 1. •a*11:=I i it=i. ..--11 If-ll=i '"'O"""'a"`r"r 4"r.4"trench `,� / RECOBIERED Minimum `AIN(/ \ mulch.rainfaG,and decrease runoff. �41j lf=,- n-II=11 II I; III" ��` INITIAL: 11="-r11 - II JI iI =11=1 MARK W.ySAJ4L8 PAGE: l R�1 c` . �71-11=I- CERnFicATEND.a 2"x2"wood posts.steel )I NOT T'i]41rPt F ISOMETRIC VIEW -J R .� w�� fence posts.or equivalent NOT TO SCALE r„e ll Figure II-4.1 .5 _ STORM DRAIN Surface Roughening by Tracking" O Figure 11-4.2.12 E@ .-' 11 W7 rffii and Contour Furrows SHEET 1 TORMFi Silt Fence OF: DEPARTMENT OF Revised Jute 2015 Revised Ogober 2614 DEPARTMENT OF AUG O'82018 ' ECOLOGY + OG ____------- _ .�....,._, - - ECOLOGY ' C©L C)l7 Y please see tetpht+ww.ecy.wa.goydcopyriyM.tdmf tar copyright notice including permissions. O as aeon dI�•••O. Please see httplhvxnv.ecy.wa.goiNCopyrighthtml for copyright notice including permissions. State of Was hington limitation of liability, and disclaimer. State of Washington hmitation of liability.and disclaimer. • CITY OF Akiwt..vr, STANDARD FLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANGE J. STERL►NG MAX 20' DRIVEWAY YVIDTH PER 5TR-28 OF ED5 - o no STANDARDS J. STERLING I VARIES(SEE CONTRACT) rn FACE OF CURB VARIES 12"TO 24" S FACE OF CURB FACE OF CURB FACE OF CURB _ -_,___ _ C �,,, BROOMED (SEE NOTE 1) VARIES(SEE CONTRACT) - VARIES ! 6 1/2" 6 1/2" VARIES FROM 6-(IN)TO 0"(IN)- FINISH(TYP.) BROOMED DRIVEWAY 1/4" C I •N•O• v 1" 10"TO 22" 1" MAINTAIN 1H:BV SLOPE • /%' �/ 3/S"(IN) EXPANSION JOINT(TYP.) - FINISH (TYP.) CEMENT CONC. PEDESTRIAN CURB(TYP,) SEE STANDARD PLAN F-30TYP) - (SEE NOTE 1) ENTRANCE , c 1•(IN)R. (SEE CONTRACT) 1"(IN)R 1 5 1/2" 1" VARIES 1"(IN) ON SIDE OF CURB // (WHEN SPECIFIED IN CONTRACT)- SIDEWALK R• // SEE STANDARD PLAN f-10.12 L -``\\\ \� (TYP.) m MATCH ROADWAY MATCH ROADWAYMATCH ROADWAY 1rz (IN)R. 1"(IN)R MATCH ROADWAY / 3/8"(IN)EXPANSION JOINT SLOPE `-fi t �T SLOPE SLOPE II 1/2"(IN) R SLOPE 3"(IN) R. (TYP.) -SEE STANDARD -\ CEMENT CONC. SIDEWALK CEMENT SIDEWALK \ * '�\ 12"(IN) R fo 12"(IN) R. ° m 1/2"(IN) ROADWAY I^ '/ 12"(IN) ROADWAY (TYp.) PLAN F-30.10 '`1 08-02-201 8 D . . R I 1 • - - _._-_ 1 __ , , ROADWAY �� C ROADWAY • / Ore to ,'2.0% R )_ 1 MATCH SIDEWALK WIDTH__ .,...�\ N `YYY ff ` a , ��� I D I N D D \ W O -. 0 ,° D •\ •��//�j i j//// ---0---------- / (SEE CONTRACT) \` ��7 I \ �� � � \ \�O\\\ \ �- / ° " • °- • ° D . - \ I ° . •° io c - •° D . fo FLUSH WrTH GUTTER PAN AT CURB , \ \\ Y .° D . D 11 1 1 6" 'N' 1'-6" O LISP AT DRIVEWAY ENTRANCE 1/2"O )VERTICAL 7 11 a.--- ' / O Z (SEE CONTRACT) \�\ 1 1rz _ _ 11 trz" O .1 A DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION iCD AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER O CEMENT CONCRETE 1 5'-0" 2'-6" TAPER(TYP.) CO DRIVEWAY ENTRANCE I Z DRIVEWAY ENTRANCES TYPE 1 CURB AND GUTTER AND GUTTER(SEE NOTE 3) _ j NOTES (TYP.) (TYP.) PLAN VIEW SIDE SLOPE (TYP.) ;- __ - _, _ _ _ _,_ __, (SEE NOTE 3) TYPE 2 (10) _a_ 1. When the driveway width exceeds 15' (ft), construct a full depth w -d15'MAX. (SEE NOTE 6) VARIES 15'MAX. (SEE NOTE 6) expansion joint with 3/8" (in) joint filler along the driveway centerline. 1/2"(IN) LP BETWEEN0 3 F. 6" GRADE (TYP.) (SEE CONTRACT) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER '8 1"(IN)R. CEMENT CONCRETE NOTE BREAK GRADE _ ,- GRADE BREAK- with the centerline as required at 15' (ft) maximum spacing when SEE CONTRACT) AND CURB,OR SEEID VZ"(IN) R. 6' - BREAK �, NOT STEEPER THAN - _ ( (SEE CONTRACT) CONTRACT PLANS 1 - �1 CEMENT CONCRETE OR 1/2"(IN)R. re. CURB RAMP, LANDING, `* * * ROAD GRADE ** ' driveway widths exceed 30' (ft). sj to ASPHALT CONCRETE 1"(IN) OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb E nsion and ------� f DEPRESSED CURB AND SIDEWALK OR PATH R • ENTRANCE - - 2. See Standard Plan F-30.10 for sidewalk details. 1/2"(IN) R. (TYP.) li c VARIES FROM Contraction •Joint S cing and see St8 81d -* GUTTER(SEE NOTE 3) 73 J 6 (IN)To B"(IN) II Specification Sections 04 and 9 04 for 3. Curb and Gutter shown; see the Contract Plans for the y ~ additional requirements. PEDESTRIAN RAMP -'' . a PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for f l O 1 Curb Details. b CEMENT CONCRETE __ 3/8 (IN) EXPANSION JOINT(TYP.)- DRIVEWAY i R 3/8"(IN)PREMOLDED JOINT FILLER 1 SIDEWALK(TYP.) SECTION O SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP (WHEN ADJACENT TO CEMENT 3,8"(IN)PREMOLDED CONCRETE SIDEWALK) 1/2"JOINT FILLER or other obstructions In front of driveway entrances. 3/8"(IN) EXPANSION JOINT(TYP.)- ffi ROADWAY WAY GUTTER LIP BETWEEN 5. Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION OC = R RO (litS CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB _ (SEE CONTRACT) _ (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. CONTRACT) 6. The Pedestrian Ramp length is not required to exceedl5 feet LEGEND AT CURB RAMPS, LANDINGS, 1/2"(IN)R. (TYP.) DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying - SLOPE IN EITHER DIRECTION AND DRIVEWAY ENTRANCES (SEE CONTRACT) t- , AND GUTTER the 15-foot max. length (measured from back of sidewalk) the 1.5%OR FLATTER RECOMMENDED FOR $ - - . . * m (SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 8.3%. * DESIGN/FORMWORK(2%MAX.) i w ° . '---• ' - Use a single constant slope from bottom of ramp to top of o T Z4, "' Oo ATRj 7.5%OR FLATTER RECOMMENDED FOR L of Z1 4 Cg DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * * pF R'95y7 /J DESIGN/FORMWORK(8.3%MAX.) Y, )y, a �� N.OF FA,4y/ 3/8"(IN) EXPANSION JOINT(TYP.) - Of 15 feet. (SEE NOTE 6) &P4 m To r 4 °Y DRIVEWAY FACE OF CURB FACE OF CURB FACE OF CURB 0.� SEE STANDARD PLAN F-30.10 i F_ LL VARIES 12"T024" a `� !- - „ (SEE NOTE 7) 7. Beyond limits shown. Pay item does not include driveway. FACE OF CURB q O "g 0 w See Contract Plans. 0 m - VARIES 7 1/4" W `C o SECTION OB "CEMENT CONCRETE DRIVEWAY - �- �� 1" 10"TO 22" 1" 6 12" .p 'Ft ct ', ,,ENTRANCE TYPE 2"PAY LIMITS � et it t;" C O (SEE CONTRACT) 5 12" 1" '� 1 12" I R. 1' / ` sv NJ "CEMENT CONCRETE DRIVEWAY 1 CONTRACTION JOINT(TYP.) -SEE STANDARD PLAN F-30.10 0 yF 28680 �0 .S •- ert (� OA ,PB 34363 �O 4+ w O. FOR RAMP LENGTHS GREATER THAN 8'-0"PROVIDE -Er,' /1 S VE% \' s- U '- STO N. u- ENTRANCE TYPE 1"PAY LIMITS T\- , tiG ly ri a 1"(IN)R 1"(IN)R. 12"(IN)R. 1"(IN)R. 12"(IN)R ASs,I ��G Y �.,� CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. - 1 ONAL �'. CV u 1• / D m ORAL m tr ROADWAY - ROADWAY / -v ROADWAY / 7xnaT,Gran m D . m D . ROADWAY DRIVEWAY \ � .- D ." 77 /' Batty,Ed (SEE NOTE 7) . �% DRIVEWAY Jul tz 2016 4:26 PM D .. , D D 'terD r ,- ! May 6 2014 3:31 PM O (SEE NOTE 7) \\,�. CEMENT CONCRETE a _ '� DRIVEWAY ENTRANCE z lu m T p • • CEMENT CONCRETE CURBS / - m r s D D ° CL.4000 CONCRETE TYPES 1, 2, 3, 8 4 0L X ft , ,s D ' ° ' ' STANDARD PLAN F-10.12-03 PER STANDARD SPEC 8-06 3 PER STANDARD SPEC.8-06.3 // STANDARD PLAN F-80.10-04 ul 0 O • Kr to • SHEET 1 OF 1 SHEET _I Q 1 3/4" f 1 3l4" 8 1M" 8 1/4" I _ / _ SHEET 1 OF 2 SHEETS z 2 fff III"' III��� "'III APPROVED FOR PUBLICATION -- / /��' APPROVED FOR PUBLICATION U : (,n JunII 2014Pesco *IIII> a, D Jul 15 2016 2-27 PM Jun 1 1 125 PM - �� /IS> -� �^�DEMON � STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT WS.inpbn stm. opal ,orT„ ISOMETRIC VIEW �'� ISOMETRIC VIEW Washington State Department of Transportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB 7 TYPE 1 - PAY LIMITS TYPE 2 - PAY LIMITS _ ` W STANDARD PLAN F-30e 10-03 - GONGRETE SIDEWALKS STANDARD FLAN F-80e 10-04 OMGONGRETE DRivENAY ENTRANCE o at o v MAX 20' DRIVEWAY WIDTH PER STR-28 OF ED5 z A z 1'-0" 6" SIDEWALK FOR SIDE TREATMENT SIDEWALK 612" SEE © 612" 2 BROOMED VARIES 3/8"(IN) EXPANSION JOIN TANDARDS Z. I- SEE FINISH TYP. (SEE CONTRACT PLANS SEE STANDARD PLAN F-3(SEE CONTRACT) FACE OF CURB I ( }-o" 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 12" 1"Sttak • RAISED EDGE 3/8"(IN) PREMOLDED ��y<. SEE CURB FACE DETAIL / D ' ' �`,� \ ' i j" - 3/8"(IN) EXPANSION JOINT(TYP.) - - ---- ----+--- DETAIL-THIS SHEET JOINT FILLER �FyS`\"•. • ° . - 1 \\\\moo• F U I \\ GROOMED W C ,' \\�\ = SEE STANDARD PLAN F-30.10 U ,,. FINISH(TYP-) WITH RAISED EDGE MONOLRHIC CEMENT CONCRETE _ 1 FINISHED GRADE 7"(IN) BELOW B" 8 trz" 1" ," ,,. p- "" ."' \\ O r-o" SIDEWALK O TOP OF CONCRETE SURFACE CURB AND SIDEWALK 1` ' O W MIN, (SEE CONTRACT) NOTE r-0" 1'-0" CURB FACE DETAIL ® iv insiiii W w i 1. Four feet of the sidewalk width shall be the minimum pedestrian accessibleAl ti 12"(IN)R.(TYP.) EXTEND SIDEWALK TRANSVERSE EXPANSION vT J .Q�I ROUNDING CURB NOT INCLUDED IN BID ITEM- route floe Of vertical and horizontal ObSts and Gratings, Access Covers, JOINTS TO INCLUDE CURB(FULL DEPTH) 1 1 SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the r' 2.0% L 2.0%MAX. sidewalk must have slip resistant surfaces, be flush with Surface, and match SEE NOTE 1 1- grade of the sidewalk. BUFFER STRIP(TYP.) I (SEE NOTE 1) © 2'-6" 2'-6" CEMENT CONCRETE DRIVEWAY ENTRANCE ( ) CEMENT CONCRETE , n (n hPF'�1q °a 3/8"(IN) CURB AND GUTTER SIDE SLOPE(TYP.) O CURB AND GUTTER -' V / �l�"p1A - PREMOLDED WALL OR BARRIER II (NP) (NP) (SEE NOTE 3) (SEE3) '(�;"pS' NOTE JOINT FILLER PLAN VIEW PLAN VIEW DRIVEWAY ENTRANCE TYPE 4 ADJACENT TO CURB o TYPE 3 SIDE SLOPE(TYP.) SIDEWALK (STEEP FILL SLOPES) o De BROOMED FINISH(TYP.) Z \ s <g 12"(IN)R. Oe q,. 0 ( )WIDE,SMOOTH-TROWELEDre THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE V' o:!G E t'-o" SIDEWALK PERIMETER I` 1 T N W fP . O ALL CUT MIN. (SEE CONTRACT) > `1 SLOPES11.111t Oe CEMENT CONCRETE CURB °� 018,1w U 1rz"(IN)R(TYP.) ® 41 O (CURB AND GUTTER SHOWN) 1 rc a w o m CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM ¢ SEE CONTRACT) o a<S m '� - Z• 1 `v I SEE STANDARD PLAN F-10.12U SEE STANDARD PLAN F-10.12 m 1/2" ) AT SEE CONTRACT) TH (SEE CONTRA T) _ - _ _- ,- t 2.0%MAX 3/8"(IN)PREMOLDED e p (IN) R. (TVP. w M SIDEWALK C g2V m Nfik • . . - JOINT FILLER b" -� � > 1/2"(IN) LIP BETWEEN ROADWAY Dwuua AN R 'V �'•�- - DRIVEWAY - 1/2'(IN) LIP BETWEEN ROADWAY ,a ml ,,,"e E N - a rD� trz"(IN)R.(TYP.) CUR ( SEE o= F1f. �... (SE NOTE 7) * io GUTTER AND CURB(OR SEE �- GUTTER AND B OR NFQaa 5 3/13"(IN) PREMOLDED _ - - CONTRACT) ,_-.- CONTRACT) 1.11 JOINT FILLER ' �s � SIDEWALK ADJACENT TO WALL DETAIL © lirnage IIII>� Q =� ADJACENT TO CURB a <: SIDEWALK •_. .: DRIVEWAY / N goo°" BRIDGE OR PEDESTRIAN4 - DRIVEWAY • (SEE NOTE 7) DRIVEWAY ^ re ��o�= RAILING I RAMP DEPRESSED RAMP DEPRESSED ' ` . aGzwD 3/8"(IN) EXPANSION JOINT(TYP.) - _ CURB AND GUTTER SECTION O CURB AND GUTTER v , <o�m /CONTRACTION JOINT SEE STANDARD PLAN F-30.10 (SEE NOTE 3) i a • SIDEWALK \� IN SIDEWALK ONLY SECTION O (SEE NOTE 3) o3¢ao zzosi BARRIER-SEE 6. .' Iu��` CONTRACT PLANS t i $ N 6 9 u -\ti (SEE CONTRACT) S2. , +�")' Q a ;Eiji LEVEL <<F /EXPANSION JOINT IN BOTH ATR jC co 2, Ogz / • trz"PN) R (rYP.) do CURB AND SIDEWALKof RASH 3 I 12'(IN)R � pp I;• '� -1GIICURBNOTINCLUDEDINBIDITEM- ;5y_ , %\ 16 ����IIIm rn oFLUSH v 2o%MAx ca a .4 0 � ,.. _A. 1' , Q��= =s - fo Az U . ilk "' • oi ° v��V�Y,w1111/1111111.11111 u 1"(IN)R ISOMETRIC VIEW Wf "CEMENT CONCRETE DRIVEWAY • o41 a o VERTICAL WALL- 3/8"(IN)PREMOLDED / I -O 4' ENTRANCE TYPE 3" PAY LIMIT 'CEMENT CONCRETE DRIVEWAY y / 5 <v w g I SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH 00 �/ ENTRANCE TYPE 4"PAY LIMIT 2 l� 266e0 O ." "" DETAIL lisp 4� 34363 4363�40 �� DRIVEWAY � �° F �F, �, 1 STB GV (SEE NOTE 7) -` /� .�J,A �]STG ��A' ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL s�ONAL �� I0NAL E` 4 3'-0"MIN. JOINTSDTOSIDEWALK IND CWDE RAISED EDGEBarr PER STANDARD SPEC.&06.3 DRIVEWAY �� CANNER���R����' ��� ," (SEE NOTE 7) -, ,5-�-�/- I1ur,Scott FOR SIDE TREATMENT_ SIDEWALK BUFFER STRIP 6 -A(� Jul 7820167:07 AM May 6 2014 3:41 PM /"� SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) _ _ '1 INITIAL: CEMENT CONCRETE are" i 1/8"TO 1/4" CEMENT CONCRETE PAGE: SECTIONS �I �� cL-a000 CONCRETE DRIVEWAY ENTRANCE 0 �' 2 0%MAX API)R. CURB NOT INCLUDED IN BID ITEM- SIDEWALK ' - PER STANDARD SPEC.8-06.3 TYPES 1 2 3 St 4 SEE STANDARD PLAN F-10.12 !' , -- J lifr / r f 7 -y D� ° . D D STANDARD PLAN F-30.10-03 ,, STANDARD PLAN F-80.10-04 ; O D '� ' `5;P O ' SHEET 1 OF 1 SHEET /® SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE - ^ C ^ " t calp�+la:, A SURFACE FR LANTING-FLUSH IF PAVED -� ° APPROVED FOR ` r IS 1 e PUBLICATION APPROVED FOR PUBLICATION / � ��, I 161182016 1222 PM �� PREMOLDED )Q„" Jun u2oul:zsPM _ •,` ISOMETRIC VIEW ISOMETRIC VIEW _ ADJACENT TO BUFFER STRIP JOINT FILLER Wmhl STATE ceD.p I of T� TYPE 3-PAY LIMITS TYPE 4-PAY LIMITS STATE DESIGN ENGINEER AUG 0 d 2018 QE EXPANSION JOINT © CONTRACTION JOINT � wasni g an State Department of Transportation _ CITY OF ANACORTE I J. STERLING 1PW J. STERLING —____ W 95ReelN ABOVE(MN) , 1/4" = 1' U.N.O. 0 < W U E _ o = m 06-02-2018 Hell < z II 1mv (in 2P bi SS Z W �' W 11No 0 () 18 i Dsw _I Oi W ry tih 1 11 R la j is d S j W CO `0 1] O 3 p W p PIW m © I Sim= w � o < w W � _ ig iW I z II gz w 3 � J z W < p S._ 4V %,, ot FLOWER LEVEL WALLS AND MAIN FLOOR FRAMING co in o i I h e - ALL FLOOR SHEATHING 15 12FD, TYP. IL 1 rn W W - FLOOR JOISTS ARE 0 PA, TYP. Tr w , m - STAIR FRAMING PER ARCH AND CODE MIN. a x ' c - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. p m 0 - en'. w 15W SIMPSON STRnNF,WALL SB-IJPPFR I FVFI T2fTAIL D8 Z Z ' m 33 • WOOD SHEAR WALL: USE WS1N18. WIDTH= 18".HEIGHT, SEE BELOW. en0 1 2 m . 3 • HEIGHT:TOP PLATE OF WALL BELOW TO TOP PLATE OF WALL WITH WSW.OKAY TO ORDER WSW LONG AND CUT TO HEIGHT A5 NECESSARY. NOTE 551,415 DIRECTLY BELOW 751A1-SEE 851N CALLOUT. 15 FF FLOOR-TO-FLOOR HOLDOWN ALIGNMENT:1^151"1 FORMS EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION, IF ANY, MAY BE FILLED IN WITH LU ,ji • MIN.,CAPACITY: GOOD FOR 1705 LB TENSION. N STANDARD FRAMING. v W • STRAP: USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE - POSITION WSW TO ALIGN WITH OUTSIDE(EXTERIOR) FACE OF STUDS.FURR-OUT AS NECESSARY TO FLUSH UP WITH AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. REMAINDER OF WALL. Z Fri - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. • TOP CONNECTION: CONNECT TOP OF 1,451N TO DOUBLE TOP PLATE WITH SD5 CONNECTORS THAT COME 111TH THE WSW. 0 LU 0 * END DISTANCE: 13" MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26" + DEPTH OF FLOOR SYSTEM. • SHEATHING: SHEATHE HEADER,115W,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. U— 0 • BOTTOM CONNECTION: CONNECT TO 85W BELOW WITH MSK KIT. Z CI4 11 HD ALT 1 -HOLDOWN -EMBEDDED STRAP TYPE MI5 SIMPSON STRON(,WAI I SB-I QWFR LEVFI DETAIL D8 V l • MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. • WOOD 5HEAR WALL: USE WSW. WIDTH= 18". HEIGHT, SEE BELOW. Z r.W • HOLDOWN: USE LSTHDB FOR NO RIM JOIST CONDITION. • HEIGHT: FOUNDATION TO TOP PLATE.OKAY TO ORDER WSW LONG AND GUT TO HEIGHT AS NECESSARY. NOTE W5W SITS W LU W CA - FOR RIM JOIST CONDITION USE L5THD8RJ. DIRECTLY ON FOUNDATION;WALL AND FLOOR TO FRAME AROUND WSW. - ri Z N • NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. • ALIGNMENT: 85W TO LINE UP W/1511 ABOVE. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. . ` CO ' STUD: USE LARGER OF:KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2-2X, 3X, OR 4X. - POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER V` °- ALT 2-HOLDOWN-BOLT TYPE I OF WALL. kp D f • HOEDOWN: USE HDU2. t TOP CONNECTION: CONNECT TOP OF MIN TO DOUBLE TOP PLATE WITH SOS CONNECTORS THAT COME WITH THE WSW. 0 Z ri * LAGS: USE 6 505 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE - _ - ALSO USE WSW-TOW PLATE ON OUTSIDE. w * ANCHOR BOLT: IF WET SET, USE 5/8" DIAMETER SSTB1b, OR 5/8"ALL-THREAD WITH NUT AND 3"WASHER ON EMBEDDED END. SIMPSON STRONG WALL CONNECTIONS SHEATHING: SHEATHE HEADER,WSW,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. O MIN EMBEDMENT= 12". IF TOO LONG TO FIT IN FOOTING,BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3"COVER AT • BOTTOM CONNECTION:ANCHOR BOLTS, USE ALL-THREAD,1/8"DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND W -__ R(AiiSIMPSON Simpson pi VIE 0505HEATHING STRONG-Mil, Strong-be Iw),m.2p,. slmP.,,,sw«,wT,• / USE DOUBLE NUT AND 3"X.25"WASHER ON EMBEDDED END. SUGGEST USING STRONG WALL SB ANCHOR BOLT TEMPLATE, BOTTOM OF FOOTING. 51HPSONS RDt-m EA,AL PER LN OUi WS -PS �n WSW-PS (\ )STALKED SIMPSON W9W W TYVEK HOUSE WRAP �- • '1 , -IF ROTOHAMMER,U5E 5/8"TITEN HD OR ALL THREAD 8 EPDXY,WITH 6"MIN CONCRETE EMBEDMENT,CENTERED IN STEM WALL. 2xOWALL SIDING MATERIALI e ap9 warms". TO°L"F W5W-RT. ( - &.0 —1 __ -_- --.--.- -___ __ - -- —_ 1O'SHEETRDCK Ex RAR«e ocK ' HGA,O __ 95LV SIt�5f2){ I�I(1217 S Fs+z wWpt I DETAIL D9 HGT H. :go HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP „l GVPORE EFOR �`__ _ _ RADIANT ANCHOR COLTS 111111 II Ill MeaFl:HDuz-sDszs SHEARWALL TOP CONNECTION� TOP CONNECTIONS CONNECTION -FLOOR-- A �� i1 • WOOD SHEAR WALL: USE W5W12. WIDTH= 12". HEIGHT, SEE BELOW. ' I ODE Ew« s 4 � HEIGHT: BOTTOM PLATE TO BOTTOM OF HEADER BEAM.OKAY TO ORDER W5W LONG AND GUT TO HEIGHT A5 NECESSARY. % r- 51-4E " �3'+ PARALLEL FRAMING 'PERPENDICULAR TRUSS ,!""""i„"„1� FDRAHDHDRBOLTii IN " • • ALIGNMENT:W5W FORMS EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION, IF ANY, MAY BE FILLED IN WITH STANDARD • fl (O ADCMrDMmeter: 4i' oc,tie _ I STUD !STUDSTUD Ma..! ORM I• V H e -T 11TgYnGFLOORJOIST `-' ANCHOROOL25, ` 3,- AAFnartewewith 1 as necessary IltaloOPDeFgw- ' FRAMING. Maximum Allowable : C N0 SHEATHING SPLICE TRU55 0R RAFTER ^I PER est1 OUT a heads;. Im « 3W�wMN,e �%^= Tension fibs.) f e e EXTRA W«BLDOK .p ` Pq•min dep,h r `--- - POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT A5 NECESSARY TO FLUSH UP WITH REMAINDER 1, 4p� •. y �; v�rwm i _� OF WALL. I I ai DUSP SPFIHF 'Ie• o e. m` TRIB OR RAFTER , wV .ag n '•' e - ORJar R ars ` • TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE WSW. CONNECT WITH PORTAL STRAPS W5W-PS.ALSO CONNECT O ox� 30'i 2115 SIDE VIHV FRONT VIEW Ne .u...... / ox 'a ( W ics,l '" I HEADER BEAM TO W5W WITH SD5 SCREWS THAT COME WITH THE WSW. LL°L< Pi o .. 1D NOSKATHINb . . WS PS[VIPs N. SteWAV We tea: •s�•Q1 • g°e 0 e ? i Srt6E hm 6, p,bq Aiag1ie0 „�„ SHEATHING: SHEATHE HEADER,W5W,AND WALL,FROM MUD SILL TO ROOF SIMILAR TO 2PW. •� ' wp°� HDU5 installation —l-- I '; A1��„M, .mw.,�.. y.®„ �u, 3 (HDU2 Similar) J - a co v, GERMS OR W5W,PORTAL APPLICATION '�" • BOTTOM CONNECTION: CONNECT INTEGRAL HOEDOWNS AT STRONG WALL BOTTOM WITH 1/8"ALL-THREAD OF SUFFICIENT Z i' ow Us°Oens6112a9: = m / 4,,y� I 7 a e ;alppLTnRp CD r/NOI T04GttE j�=zx _ _ LENGTH TO EXTEND TO FOOTING BOTTOM REBAR. L �g�<�3� e e P - USE 2, HGA10, BOTTOM PLATE TO WSW. a�� �w<iw STEMWALL INSTALLATION *a'J. 0- ziw e e SHEATHING SPLICE TRUSS HEEL �� 5HEAR WALL TYPE ALL-THREAD WILL EXTEND THROUGH FLOOR CAVITY AND WALL BELOW. USE EXTRA RIM BLOCK AS SHOWN IN DETAIL. ;wgs Easement Depth.Ylu.l psY,iP Oa ammo MIaPSpeel ePFArtfAea"" -'� me mute 1 r y `{ - - USE TWO STUDS, MIN.AT EACH ANCHOR BOLT IN WALL BELOW. Z. O i,Eaao Stoll-Tie Aiwhpr _. -- 2FIe e AeW, Me1N BunlllM CORMS TRUSS.RAFTER ^' TfIR SET Wa !Cemw Ewe% miss Grme E ' a uwprn. w,o„ ' Hfl.S ' wr<wr aDir ' o r j MINIMUM LENGTH OF SHEAR PANEL. Fes' OKAY TO USE COUPLER NUT(5)AS NEEDED TO CONNECT SEGMENTS OF ALE-THREAD °f'ee oRDST , 1 Atom _-A ': In s � i� IF IN" , CONSTRUCT ENTIRE 1-NALL PER THIS GALLOUT. 2 gIP e e , a� h.MFwp .w w„eRe,, - - AT FOOTING, SUGGEST USING ANCHOR BOLT TEMPLATE,W5W-AB. AcMer w N ns �mm� MSTC 5HE6 L I F "N5" MEANS NOT A SHEAR WALL. BUILD PER GOOF MINIMUM „ i ' ` ALL-THREAD TO EXTEND TO FOOTING BOTTOM REBAR AND TERMINATE WITH A DOUBLE NUT AND 3"X.25"WASHER. o!UFO Anther >xo R, CEILING ,,, � - - AFTER INSTALLATION TIGHTEN ALL-THREAD TO A VERY TIGHT CONDITION,AT LEAST 50 FT-LB TORQUE. LU X awat6 �l wOxgY �'A'w' 's3iWa ® 12% tm MCC • ' ( STUD MATERIAL NAIL EDGE/FIELD SILL PLATE& BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE MUDSILL ANCHOR SILL ANCHOR LU Q °_ SA meet rwR015 In Ilp.Mwbno9n. f GALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE TOP PLATE 1 SIDES OF WALL (SEE STD STRUC. SPACING @ STUD SPLICE STUDS W/EDGE UNSUPPORTED CONNECTION AT CONNECTION AT TO FRAMING MAX m°° SIVIRINALINSTALIATIOIMOIRSIVIARCHOR Kan WIND I SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM MINIMUMTO CONCRETE MAX SPACING ZoEu>j a,,,,F,M,,.,,,.,,o,,,,.,„„w..F„w..,,J Rana,,, PARALLEL PERPENDICULAR SPACING IN Moik Mm1w LOWER ROOF CONNECTION TRU55 HEEL SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN.EMBED WIN i u mweat _ TO SHEAR WALL °O D wwmm FRAMING FRAMING INCHES : NO SHEATHING SPLICE ,:— ;w e u bib®24" CONT.SHEATING CONT.SHEATHING A.g h • R- SHEAR Ana 1 10 24 2 X 4 SAWN w.E4e1C1'IV Cann PER PLAN xra -- og w 6/12 16" Amur Fep. `- /' _ FE 1/16 055 ONE SIDE. Z O m›om I, 5/8"J-BOLT OR °zE�: whin mShR g SEMEN OR SHANKAT 6"MA LTP4 H2.5 OR KING OR w u x +� 'VT A~' -EA"L Eem' uw�Ap t 21, PER RaOUTH APPLY EITHER 14' 16" 2 X 6 SAWN 6/12 @ 16" 48" LAP AT 36"MAX H2.5 OR SDWG " " " °em'a -." � 1PW 5/8"TITEN HD rcfm- r.-,,,T,t-., ,~� r IMa rehar Swat» % _ 165 / 120 OR 7/16 8d (2)2X 4 2X NA SEE DETAIL: 15600®24"MAX 16d (g� 6 VW 3"WASHER 72 / 4 <_� E 4Ro nwpMe.Mn SIDE DIRECTLY r (8) 16d NAILS SEE DETAIL: r �_ L �- Olfr i gi © PLYWOOD 18 12" 2 X 6 SAWN 6l12 @ 12" OR OR Pane011 an Caw a :'- TOP TRUSS OR MIN.MIGHT �� T05TUD5 wwMleN Lww AMhwm /,Mln end distance I TO LAARSS PER ,FL EEL. °R . �,.G® ` �, 22' 12" 1.75 X 5.5 LVL 6/12®12" CD1> CD2> GAR4 Tin • ,.Est,,. Lw Fr.opwwA.r —,m— e EDbER PER IV i/aR "'M 10' 16" 2 X 4 DAWN CONT.SHEATING CONT.SHEATHING Mn."pe61,+4 .'� ✓ ���+�pf'WJ 11/40 0 OWNER APPROVAL eA14lNG I, OR A34 OR LTP4 VW BLOCKING OR 5/8'J-BOLT OR A, t M I J 7/16 05B ONE SIDE. , u AT 36"MAX H2.5 OR SDWG j 14 16 2 X 6 SAWN 5/8'TITEN HD Ty INITIAL: "' ,'"„� ILINIMP j „ APPLY EITHER 4/12 16" 48"LAP kW „ ,a as 1L_ t SHEARIN LL TOP CONI GTION �2VP`1�W�� 490 / 350 OR 7/1 b bd ® (2)2X 4 2X 2X SEE DETAIL: 15600®24"MAX 16d @ 4 tAU 3"WASHER 36 l 4 _ v ii. . PAGE: Han nw-Rwwa Fewwwee • !Mal VMMIeniYy PERPENDICULAR JOIST 510E DIRECTLY 15' 16" 2 X 6 SAWN OR 12" (8) 16d NAILS SEE DETAIL: OR MASA OR Em'M"w.n A"Ilewe 1mMwrwwswMlF PLYWOOD TO STUDS D1 D2 MASAP •. ' •r• a • VV/SHEAilijostel • THINGSPLICE JOISTOIST SHEATHING G OVER 22' 16" 1.75 X 5.5 LVL • """' r " CONT.SHEATING CONT.SHEATHING 10 16 2 X 4 SAWN IMPS w3wZa J E` `� 9 M 'n A ;,. J� I� OR A34 OR LTP4 W/BLOCKING OR A : 5(8"J-BOLT OR /' j 1 - 436/45b S'QPtE is ides.E AT 36"MAX H2.5 OR SDWG 5/8"TITEN HD OFO _ LIASE) 14' 16" 2 X 6 SAWN 48"LAP Vs1/ 1 T - ° NO - - - - SEE DETAIL t n n H 1. Min iehN +F> SHEATHING Mil bNEAiNwb I_ 5/12 Q 16" (2)2X 4 2X 2X 5600(a24 MAX 1 bd Q 3 W/3"WASHER 32 / 6 �� �'£�Q S � AUG 0 .8 .20�8 I length is S. -Zak ,;:. R1S�Gp BPLICE - 18' 16" 2 X b SAWN (8) 16d NAILS SEE DETAIL: 15 Fie/t. S1'f,41,t'T i. — Remo/ill rnanue Seam n sMw.en Fwneaupn I r / \ / \ OR MASA OR ..y-wRAR.NL - MaanMMornw e,w-wi \D1/ CD2> MASAP .iTEMT 014 L.Y , MIe"w Application F emw nAppn,mon entl aslzace L.2 ak MA;ar2a 1' 22' 16" 1.75 X 5.5 LVL CITY OF ANAUUH I ES J. STERLING 2PW ._. ----- � 1PW W o -. 11f---__ J. STERLING 95W ABOVE(MAIN) 1 in It M, 1/4" = 1' U.N.O. I iota o U HII OS-OZ-2018av �PW W 1HU01) M rHD L z _- la) Q 4 ili 1.0 p 1 II J - - a C ali 2 II JO II 11.1 E O V UP p o CN1 fa) IJ L J I I L LOWER LEVEL WALLS AND MAIN FLOOR FRAMING co Kr al 1PW T - ALL FLOOR SHEATHING 15 12FD, TYP. o v W W - FLOOR JOISTS ARE 0 PA, TYP. � w m F.P. - STAIR FRAMING PER ARCH AND CODE MIN. Ez X I 1-. -.3 - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. p m O • CT 1r) 9IMPSoN 9TRoNG WAI 19B-IJPPPR 1 FVFI DETAIL D8 3 ° d N "' ' WOOD SHEAR WALL: USE W5W18. WIDTH= 18". HEIGHT, SEE BELOW. m O 4 rn ' HEIGHT:TOP PLATE OF WALL BELOW TO TOP PLATE OF WALL WITH WSW.OKAY TO ORDER WSW LONG AND CUT TO HEIGHT 3 A5 NECESSARY. NOTE 85W 15 DIRECTLY BELOW 7SW-SEE 551N CALLOUT. 15 FF FLOOR-TO-FLOOR HOEDOWN 2PY,/ ' ALIGNMENT:WSW FORMS EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION, IF ANY, MAY BE FILLED IN WITH • MIN.,CAPACITY: GOOD FOR 1705 LB TENSION. W STANDARD FRAMING. W * STRAP: USE CS1b VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE - POSITION WSW TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS.FURR-OUT A5 NECESSARY TO FLUSH UP WITH r AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. REMAINDER OF WALL. Z t/ -IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. R TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH SDS CONNECTORS THAT COME WITH THE WSW. O UJ O * END DISTANCE: 13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26" + DEPTH OF FLOOR SYSTEM. • SHEATHING: SHEATHE HEADER,W5W,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. U- v ' BOTTOM CONNECTION: CONNECT TO 85W BELOW WITH MSK KIT. Z CI < 11 HD ALT 1 -HOEDOWN -EMBEDDED STRAP TYPE a 9IMP9ON 9TRONfo WAI 19B-LOWFR 1 FVFI DETAIL D8 * MIN. CAPACITY: GOOD FOR 2155 LB UPLIFT. * WOOD SHEAR WALL: USE WSW. WIDTH= 15". HEIGHT, SEE BELOW. • HOLDOWN: USE LSTHDS FOR NO RIM JOIST CONDITION. ' HEIGHT: FOUNDATION TO TOP PLATE. OKAY TO ORDER WSW LONG AND CUT TO HEIGHT AS NECESSARY. NOTE WSW SITS W 1.14 W N - FOR RIM JOIST CONDITION USE L5THD&RJ. DIRECTLY ON FOUNDATION;WALL AND FLOOR TO FRAME AROUND W5W. J _ / Z CO ` NAILS: USE 16, 16D TO FULL-HEIGHT STUD A5 FOLLOWS. - - - ALIGNMENT: 85W TO LINE UP VW 75W ABOVE. REMAINDER OF WALL SECTION MAYBE FILLED IN WITH STANDARD FRAMING. .. `` 'iiV� * STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE;OR CHOICE OF 2-2X,3X, OR 4X. I - POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER - J tr ALT 2-HOEDOWN-BOLT TYPE OF WALL v V r • HOEDOWN: USE HDU2. 1 W • TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH SDS CONNECTORS THAT COME WITH THE WSW. • LAGS: USE 6 5DS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE -__ ALSO USE WSW-TOW PLATE ON OUTSIDE. w - / • ANCHOR BOLT: IF NET SET, USE 5/5" DIAMETER 55TB1b,OR 5/8"ALL-THREAD WITH NUT AND 3"WASHER ON EMBEDDED END. SIMPSON STRONG WALL CONNECTIONS • SHEATHING: SHEATHE HEADER,115W,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. -7 MIN EMBEDMENT= 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3"COVER AT --- - . BOTTOM CONNECTION:ANCHOR BOLTS, USE ALL-THREAD,7/5" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND O on BOTTOM OF FOOTING. n60s5SHEATHING 51MPuo Smp_v' - 06)aeLxFa &minor,yo-w,y he USE DOUBLE NUT AND 3"X.25"WASHER ON EMBEDDED END. SUGGEST USING STRONG WALL SB ANCHOR BOLT TEMPLATE, rt I W STRONG-kW/SIMPSON STRONG CALLLSE FER CALLOW" SVangT e' TinksHOresix. P 1 min wls wswr ,rvap. �' s\STAGKEA Se1MP50N W5W PER CALLOUT �I WSw-es prm (// IF ROTOHAMMER, USE 518"TITEN HD OR ALL THREAD& EPDXY,WITH 6"MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL 2x6 A L / sIDINGHA ERM I o-paf ND TowM W5W-RT. (L 1Q•SHEETROLK HGA10 HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS ,U2 GYPCRETEFOR ANCHOR BOLTS EXTRA RIMBLOG= n`,IIII�'P PilII Header wsgrWw '" - WOOD SHEAR WAI I DETAIL D9 Il 91MP50N RADIANT BOOR HEATINb HGA,O PER GALLON ya•ose SueFLODR „ A _ ` W12. WIDTH= 12". HEIGHT, SEE BELOW. '� Modal xBU2 SDS2.5 r SHEARWALL TOP CONNECTION SHEARWALL TOP CONNECTION '-�- -�_�- ,' boubE RInAS x -1, Pr heade * WALL- USE WS r WOOD SHEAR '+ '� ~' PARALLEL FRAMING PERPENDICULAR TRUSS !„""""�"'�� F"ORANce 0 BOLTIIII lik4.;.,- ° ° � •;- �• HEIGHT: BOTTOM PLATE TO BOTTOM OF HEADER BEAM.OKAY TO ORDER W5W LONG AND CUT TO HEIGHT AS NECESSARY. lr % Anchor Dkmeler. x' I +r'I -s-�..���- /. ^� r ° ,x " • ' ALIGNMENT:W5W FORMS EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION, IF ANY, MAY BE FILLED IN WITH STANDARD ' ^ CO Iw (ro o a 1 r SUD snip Mu 4shm V �� Maximum Allowable (cb NO SHEATHING SPLICE }} TRUSS OR RAFTER „TO'BOI FLOOR JOIST In it ANCHOR eoLrs '!I� III align aMOWswah ° ` " - '_.-.aa„�6„y '^-' •�A FRAMING. O PER CALLOW" a` bottom et header. Ia,gbtM 3s mm.wWthx -'F �" �" ®L, Tension Oh.) EXTRA RIM BLOCK_ ° .,„ POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT A5 NECESSARY TO FLUSH UP WITH REMAINDER $i mm depth i' ^el ORSP 1 SPFINF �e O - Yvrdy paml O O E TRUSS,RAFTER TRIe50R RAPIERosio . ' a sx>'xRd J�5 OF WALL. z> ' O JOIST �Ue metal ' TOP CONNECTION: HEADER BEAM TO EXTEND OVER ENTIRE W5W. CONNECT WITH PORTAL STRAPS W5W-PS.ALSO CONNECT O ° 1 +! r - U !SIDE FRONT �b%" r! NadelmP ::;aoOo N05HEATHING = Hour Mawarm@ °e° a cg 5PLWE _ I +."a...1 ',,'1- -.-r lNOfYl BdmiM) t ��I - iaxR n.;. ,r' HEADERBEAMTOW5WWITH5DSSCREWSTHATCOMEWITHTHEW5Wleill.:--:::: 7i x+wRr 07 ..° SHEATHING SHEATHE HEADER W5W AND WALL FROM MUD SILL TO ROOF SIMILAR TD 2PW �4e F :z CEILING °" y� W5W,PORTAL APPLICATION BOTTOM CONNECTION: CONNECT INTEGRAL HOLDOWNS AT STRONG WALL BOTTOM WITH 7/S"ALL-THREAD OF SUFFICIENT �' °z�„�. I U.S.Patents b,t2A99 ,m "4 e og �� 5n'cfeeaeovnol+ �DKf+'+• '�• FaV 2Le O ca LENGTH TO EXTEND TO FOOTING BOTTOM REBAR. - _I °p¢wa sremwauwsrauanox I>- • eo' a A ,^'A TYPE :PV ! _ - USE 2,HGA10, BOTTOM PLATE TO WSW. (� -0- P e dmn+o Depth to imT ' SHEATHING SPLICE TRUSS HEEL / a SHEAR Y `ALL " �./� OM ' e o p,^Ia - ALL-THREAD WILL EXTEND THROUGH FLOOR CAVITY AND WALL BELOW. USE EXTRA RIM BLOCK AS SHOWN IN DETAIL. maya9 ie amhxr Samson Of Species -- SPFIXF Species _ I 1- Y 'l Packer medal Sea CaMMIq z� "" ' ' """� ` 1 i U5£TWO STUDS, MIN.AT EACH ANCHOR BOLT IN WALL BELOW aeitelt Type - Emil* 'caa.m- Min FEW mqm TRUSS.RAPIER m semen wall MlawaNpre" wax O o LmaPn ORJOST t� nuxeattx MINIMUM LENGTH OF 5HEAR PANEL. � .,,, - O UT(5)ASNEEDEDTOCONNECTSEGMENTSOFALL-THREAD. �_ 1 w OKAY TO USE COUPLER N SET s" ,z m °" /I' / " u sr, I0IMnn wall Floor "` AT FOOTING SUGGEST USING ANCHOR BOLT °� M SHEATHING �(� a IF W , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. DOE W. W - "TEMPLATE W5W-AB __W AT 9" f2 I0 5 9% 10 ° wsFGPIatt� INSTC 5PL1GE -` -`';` - ALL-THREAD TO EXTEND TO FOOTING BOTTOM REBAR AND TERMINATE WITH A DOUBLE NUT AND 3"X.25"WASHER. DOE "`"°""" -5 R"" IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM ° aaWfw mx ,o ,o m +o ^ CEILING - AFTER INSTALLATION TIGHTEN ALL-THREAD TO A VERY TIGHT CONDITION,AT LEAST 50 FT-LB TORQUE. III �w°�� Smu2P ,a ,8 ,X 1SI ,a a Ylw AMMr SSietfi D% 12% 12M ®� _-_ _ ___ ,z i?f I see cage Pi a r Rdewsbue lee WH. • '+g 1 CALLOUT STUD MATERIAL NAIL EDGE/FIELD TOP PLATE SILL PLATE& BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE 6 a o 0 CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE MUDSILL ANCHOR SILL ANCHOR z=rc z= sraR as xareumrmnoxasRFeacxgR"mL% SIDES OF WALL (SEE STD 5TRUG. SPADING®STUD SPLICE STUDS WI EDGE UNSUPPORTED CONNECTION AT CONNECTION AT TO FRAMING MAX MAX SPACING ,,�,,,, m°d a'a wrs"y WIND/SEISMIC MINIMUM SCREW 512E MAX.FT. MAX.INCHES MINIMUM MINIMUM TO CONCRETE mot raamrm LOWER ROOF CONNECTION PARALLEL PERPENDICULAR SPACING IN m xa Mm TRUSS HEEL SPECS.) SPACING INCH MINIMUM NAILING EDGES MIN.EMBED wozsw `r t"aro area TO SHEAR WALL NO SHEATHING SPLICE FRAMING FRAMING INCHES °rc°U� e Aenar: ea r z= -menxe.Par `� 'Air SHEAR Puu , u 616(0124" wm;'o0 rm,.F ae rso-nT x e1 • : ,i PER PLAN 1 24 2 X 4 SAWN CONT.SHEATING CONT.SHEATHING amo { Na.nPa " - � 6112 ib OR A34 OR LTP4 LW BLOCKING OR 5/8"J-BOLTOR 000i I. iOf=fN- R WAen Ircq SCREW OR RIN65HANK og, FE 1/16" O5B ONE SIDE. , t, �.('� <_°� Nx c a Ina sL� PER 1 Pw 14 16 2X6 SAWN 6/12016" AT 36"MAX H2.5 OR SDWG 5/8"TITEN HD Z ctia'a�oLnn �zev°� .� ��.,1� a' `.._Min rebm O�9Neooa LOWER ROOF 1b8 / 120 PPLY EITHER Sd (2)2X 4 SEE ET„- A 48"LAP NU m�WpN" Rmngmis2a6 I',„e",zio - • '` :oOR U16" (8) 1 y( N/,, D AIL: 15600�24"MAX 16 b" Wl3'WASHER 12t' / 4" _°��In PLYWOOD SIDE DIRECTLY 5TUD5LY 18' 12" 2 X 6 SAWN bn2 lr' bd NAILS SEE DETAIL: d OR MASH OR III i Heaen-9bmnePnenylln TOP LHORDOF TRUSS 0RMIN.NEWHr GAR Mn SlemMMIV"am '� il �- eeAA / \ / \TO LAG'SATCM RAFTERS UT651. LDK OR • "� 22' 12" 1.75 X 5.5 LVL RY CD1> CD2> MASAP ��..--45'MIn end dismnce , +; SOS u6s PERCAu.our65L. Fsd sPecm R 6n2 u° 4''F 1 OWNER APPROVAL CONT.SHEATING CONT.SHEATHING H FM91 WM+eaWe.� I`Mh:' Fi �: Snm� EDGER PERlAiIOUT 5vr�fsbao 10' 16" 2 X 4 SAWN sly- WAS o un.eePe ts+.tw / OR A34 OR LTP4 W/BLOCKING OR 5/8"J-BOLT OR S. AT O Cl J EATFNNG e 'N 1/16" 05B ONE SIDE. 14' „ tG 4. , "° s r ° a AL 1 b 2 X b SAWN 518"TITEN HD ,t• ,r I •1 SHEAR MALL TOP CONNECTION4/12 0 16" 48"LAP NU f AT 36"MAX H2.50R SWIG , H APPLY EITHER y 410 I 350 OR 1/1 b Sd (2)2X 4 2X 2X SEE DETAIL: 15600 0 24"MAX 1 bd @ 4" 1"413"WASHER 36" / 4" i�r PAGE: Pen View s ax FaaaeatHx TrP"+9emilwmsxaa PERPENDICULAR JOIST SIDE DIRECTLY , 16" OR (6) 16d NAILS ,� fad 0141•11 "a IhWlpd Oyers,,oi,o © PLYWOOD 18 2 X 6 SAWN SEE DETAIL: �i" �fT P°"0on TO STUDS OR MA5A OR _ JOIST JOIST IN/SHEATHING 22' 1 b" 1.15 X 5.5 LVL \ l/ \ I ®•- 8 W/SHEATHING SPLICE OVER RIM JOIST D1/ \D2� MASAP S h-�18, •,' CO T.SHEATING CONT. I' �,A.S 10' 16" 2 X 4 SAWN ORNA34 ORLTP4 VW BLOCKING OR G 5/8"J-BOLT OR 1 ww20 I OF: IDS lCJ k II 1Y! '.sue' � ro30 T CSdM:g) tSA } (1 p e . I 3PW SL�PKE ' " AT 36"MAX H250R SDWG U li smmnuF"eeanw Pathan w! V NO \` ) 14 16 2 X 6 SAWN 48' LAP IN/ SEE DETAIL 1 b 5/8"TITEN HD wyx,;, SHEATHING- t_ ATnING I_ 15600 24"MAX n H u �A` /N,EE�rS 'q4 " 1 • yl d 3 W/3"WASHER 32 / b `� SPLICE __ 3n2 a 16" (8) 16d NAILS zap a xxswrnx SPLICE eS, (2)2X 4 2X 2X 4 ,. I - - 15' 16" 2 X b SAWN SEE DETAIL: OR MA5A OR AUG 0 0 2018 Beam Pin- -I - wax awe er�Ryo.l I IS con. �i'2.t.t.C'TL Mu.,ie9HI[Nn etooVI Vim ^R Min. Mr2a' MASAP - �� D 1 D2 'Try w1 s n,51 LY . end dNm� 2x'Pm' 22' 1 b" 1.15 X 5.5 LVL CITY G( AI 1F#1/4 61a ,. J. STERLING im 1�W gil DRAFTED BY: n J. STERLING to SGAI_ c N R \ 1/4" = 1' U.N.O. I 08-02-2018ii 2PW eti a W S AM I © MP I t - , I I CD 2PW SIM Z W _I lal) 011.17) VA hrsvi ID - - - - g f P I I o ;PW jt:3 1 W 4 1 C i 1 a �P> a 2PW i. III giP .. W W EXT. 1" i (itia S t ® V v I w J u_ t IiI1IIiiiiil ••DN I I 1PW o ICI _ IIHhIIIHmHI L \ 1P�W S I I I LOWER LEVEL WALLS AND MAIN FLOOR FRAMING o N 1PW �� 1PW_ O V 1PW Y4 W - ALL FLOOR SHEATHING 15 12FD, TYP. rn W © FLOOR JOISTS ARE 0 PA, TYP. LL � w m 3) 1PW W kag I 1 STAIR FRAMING PER ARCH AND CODE MIN. z X 73 al ram- p "N. "D FIREPLACE AND CHIMNEY FRAMING PER ARCH AND GODS MIN. q m s - - - - - - -- C -- _. 17MD • yrc .� SIMPSON STRONCo WAI I FIB-I IPPFR I FVPI DETAIL DE 'C 0 mu� •5 • • WOOD SHEAR WALL: USE WSW18. WIDTH= 18". HEIGHT, SEE BELOW. 1p 1)_ Q m S HEIGHT: TOP PLATE OF WALL BELOW TO TOP PLATE OF WALL WITH WSW.OKAY TO ORDER WSW LONG AND CUT TO HEIGHT I I AS NECESSARY. NOTE 85W IS DIRECTLY BELOW 75W-SEE 85W CALLOUT. 15 FF FLOOR-TO-FLOOR HOEDOWN a • ALIGNMENT:WSW FORMS EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION, IF ANY, MAY BE FILLED IN WITH • MIN.,CAPACITY:GOOD FOR 1705 LB TENSION. all • © STANDARD FRAMING. W • STRAP: USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE © 11-10 - POSITION WSW TO ALIGN WITH OUTSIDE (EXTERIOR)FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 10D. REMAINDER OF WALL. PL - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY; I I 1HO ' TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH 5D5 CONNECTORS THAT COME WITH THE WSW. 0 j O • END DISTANCE: 13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26" + DEPTH OF FLOOR SYS EM. • • SHEATHING: SHEATHE HEADER,WSW,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. I'I- ^ v • BOTTOM CONNECTION: CONNECT TO 85W BELOW WITH MSK KIT. Z 17 HD ALT 1 -HOEDOWN-EMBEDDED STRAP TYPE 95N1 SIMPSON STRONG WAI I SB-I OWFR LEVFI DETAIL D8 I'- Z • MIN.CAPACITY: GOOD FOR 2185 LB UPLIFT. D • WOOD SHEAR WALL: USE WSW. WIDTH= 18". HEIGHT, SEE BELOW. z di < • HOEDOWN: USE L5THD8 FOR NO RIM JOIST CONDITION. • HEIGHT: FOUNDATION TO TOP PLATE. OKAY TO ORDER WSW LONG AND GUT TO HEIGHT AS NECESSARY. NOTE WSW al SITS HI al r � DIRECTLY ON FOUNDATION;WALL AND FLOOR TO FRAME AROUND WSW. FOR RIM JOIST CONDITION USE L5THD8RJ. 1HD ,JIY Z CO" • NAILS: U5E 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. 1714D • ALIGNMENT:&SIN TO LINE UP W/75W ABOVE. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH STANDARD FRAMING. v Tr • STUD: USE LARGER OF:KING STUD AS SPEG'D ELSEWHERE;OR CHOICE OF 2-2X, 3X, OR 4X. I. p • - POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT AS NECESSARY TO FLUSH UP WITH REMAINDER ALT 2-HOLDOWN -BOLT TYPE.. OF WALL. 0 CI 1PW • TOP CONNECTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH SDS CONNECTORS THAT COME WITH THE WSW. • HOEDOWN: USE HDU2. I W • v (i • LAGS: USE b SDS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE - -- - - ALSO USE WSW-TOW PLATE ON OUTSIDE. W • ANCHOR BOLT: IF NET SET, USE 5/8" DIAMETER SSTB16,OR 5/8"ALL-THREAD WITH NUT AND 3"WASHER ON EMBEDDED END. SIMPSON STRONG WALL CONNECTIONS • SHEATHING: SHEATHE HEADER, WSW,AND WALL, FROM MUD SILL TO ROOF SIMILAR TO 2PW. MIN EMBEDMENT= 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3"COVER AT - - - • BOTTOM CONNECTION:ANCHOR BOLTS, USE ALL-THREAD,7/8" DIAMETER, EXTENDED TO FOOTING BOTTOM REBAR AND 0 W ma°Se SHEATHING 9°'MLL ""'P'"" ,,a;1Od,2S SMMee KED SIMPSON WSW USE DOUBLE NUT AND 3"X.25"WASHER ON EMBEDDED END.SUGGEST USING STRONG WALL 58 ANCHOR BOLT TEMPLATE, BOTTOM OF FOOTING. s 5°Ns aPER CA °u� YVEKHOUSE WRAP PsRr V. 'i Sn lVISITPs .41 �n Smesm� $TACT IM W SIDING MATERIAL ` 1 straps W8N' n, 1/4 R., r� Da/N°TTO wIF ROTOHAMMER, USE 5/8"TITEN HD OR ALL THREAD& EPDXY,WITH b"MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 2naru L 4 WSW-RT. (L1I7514EE8ROGK , M6AI0Oft wrR.v..ANLHOR eOL sEXTRA RI"� n r l)�}IIIi)�n r ., em 95Yy SIMPCON moo SHFAR WAI l DETAIL D9yHDU2 HOLD DOWN STHD HOLD DOWN MSTG STRAP SHEARWALL TOP CONNECTIONS RADUITFOR EA„�6` MOAT° PERCALLO "b1 °"°"M .".I, Qx°,x, - - • WOOD SHEAR WALL: USE W5W12. WIDTH= 12". HEIGHT,SEE BELOW. ei 61a•Os$SUBFLOOR _ _ HEIGHT: BOTTOM PLATE TO BOTTOM OF HEADER BEAM.OKAY TO ORDER WSW LONG AND CUT TO HEIGHT A5 NECESSARY.Model:NDU2 SDS2.5 SHEARWALL TOP CONNECTION SN�ARWALL TOP CONNECTION !I N�U6E59ARIR"T� 21.11111 + -+ " dNoBw _ m ° r.• ;, ��a°� PARALLELFRAMINGPERPENDICULARTRU55 !,""""""'1I II P°RANC+4ORBOLT . ` , ....- M. ,.- . - /'� mRn°h°rDiamelx: R' �'T2 I t' ' 4�•" ALIGNMENT:WSW FORMS EDGE OF ROUGH OPENING. REMAINDER OF YVALL SECTION, IF ANY, MAY BE FILLED IN WITH STANDARDv 'I ' nve•eurinoR.wlsr `j, - ANLHOReais 'I{� ��II 5Tuv "N.o.w.m 7'°' e.: _Ilan Hessebi _ r FRAMING. '�i Teosmum AuvwaeboeNO SHEATHING SPLICETRU55ORRAFTER �I I PeO�LOU °otlaWad b tld"hSu n dawn' a., POSITION TO ALIGNWITH ::::::A:::FAGS OF 5TUD5. FURR-O:Ts:IL:EGRET::TO FLUSH UP WITH REMAINDERI, renemnlro%.ITTT�I = ExrRAw"eL°cK i � �- e rwr a d T: OF WALL. 7 DE,sP arrnM La TRyG°R RAFTER , 'spirit rill: 01 ` ♦ TOP CONNECTION: HEADER ER ENTIRE WSW.CONNET T POTRAPS WSW-P5.AL50 CONNECT .`'_tarszzls - • ° sDEvl sv �� a i"cs"°I / HEADER BEAM TO WSW WITHCOME WITH THE WSW. O �g�V o Io .. �aN°SIEATNNG i•e eav, •,:5:�. 8 2 d° s xDUSInpallaUonw�WG snwE _- Mg10^iepd i. ` SHEATHING: SHEATHEHEAD FROM MUD SILL TO ROO 'g§� 1xou2 shnul - - m LauN6 , (/` WSW,PORTAL APPLICATION ` BOTTOM CONNECTION:CONNECT INTEGRAL HOEDOWNS AT STRONG WALL BOTTOM WITH 1/8"ALL-THREAD OF SUFFICIENT 3wao= s U S.Pa,Mw 6.,12a95 e o N ca �9 NOi TO SLATE � I< mo LENGTH TO EMEND TO FOOTING BOTTOM REBAR. � �x> USE 2 HGA10 BOTTOM PLATE TO WSW STEMMA itINSTALLATION Tet 00 e' - - . r - ~� - SHEATHING SPLICE TRUSS HEEL -_.. SHEAR IAIALL TYPE - - ALL-THREAD WILL EXTEND THROUGH FLOOR CAVITY AND WALL BELOW. USE EXTRA RIM BLOCKA5 SHOWN IN DETAIL. 0 ; hi htmlEMeanwoga. . 2%b ♦ 2 ON Imam oilVepxw I SPEW Sake 2%` q TRUES. ,f O / itai ,, , / - USE TWO STUDS, MIN.AT EACH ANCHOR BOLT IN WALL BELOW. Z i! y wo TM°ham nisi �t" ea c.nl. rdnemMr O J015T Mew MINIMUM LENGTH OF SHEAR PANEL. �,; OKAY TO USE COUPLER NUT(5)AS NEEDED TO CONNECT SEGMENTS OFALL-THREAD. O i fw 114"111MRM' ww Mtn UMW ru o o •,,., �-0NW°P„M, �� �I 1 �,.aw2.wer.,r,wauEmer„o "" - AT FOOTING,SUGGEST USING ANCHOR BOLT TEMPLATE,WSW-AB.° _ ,D a _ aa �� �„� � � 1111. IF W , CONSTRUCT ENTIRE YVALL PER THIS GALLOUT. (iMNnw AT aN 1z m 5 8M m / Vie.. t`' ` `cam. - ALL-THREAD TO EXTEND TO FOOTING BOTTOM REBAR AND TERMINATE WITH A DOUBLE NUT AND 3"X.25"WASHER. Obill SnILE �° '°" IF "NS" MEANS NOT A SHEAR YdALL. BUILD PER GODS MINIMUM "' - " .Mw.'..MManrtdl BaHO ,B ,D ,a ,B ,a rl+arc "' °e is i LauNG AFTER INSTALLATION TIGHTEN ALL-THREAD TO A VERY TIGHT CONDITION,AT LEAST 50 FT-LB TORQUE.I SeevgeB,v55ieevw,w 12% ,B 18 18 18 _ __ - _ -_ _ _- ._._ ._. __.- __--_A w xecesHmFMM 18'M SILL PLATE 8 BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE ILI t',zM ,zN 1zM ,zM 1zr STUD MATERIAL NAIL EDGE/FIELD TOP PLATE MUDSILL ANCHOR SILL ANCHOR •'+�Na1n„� GALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD S1ZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAXnewwM,mwu,MeeMuwe,Acae M,w SIDES OF WALL (SEE STD 5TRUG. SPACING®STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACINGmon.wa.,m.w.n...,rrrmla.rL..w...I wrw - tWIND15EI5MIG MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM MINIMUMPARALLEL PERPENDICULAR 5PAGING INnre LOWER ROOF CONNECTION SPECS.) 5PAGING IN INCH MINIMUM NAILING EDGES MIN.EMBEDvv I ' HRU55 HEEL FRAMING FRAMING INCHES yg Iv vs I TO SHEAR WALL NO SHEATHING SPLICE Q - ^ c rc 26 o n ' , u 6l6®24" CONT.SHEATING CONT.SHEATHING V w�"'o MM'^.'"01'' �M, �i SMEAR;u i 10 24 2 X 4 SAWN 6nz 1b" osa= Min EON ltl-1„ �p/r- ...,,w.� OR A34 OR LTP4 W/BLOCKING OR 5!B'J-BOLT OR P=O i- _ T -:M ,t ,s'� s,� SLREW OR RING SHANK €E 7/16" OSB ONE SIDE. , " AT 36"MAX H2.5 OR SDWG Z �Z'a�o 1 �. ICI.Iv ' I•a•„g .:' PER CALLOW- ogS� 14 16 2 X 6 SAWN 6/12@ 16' 48°LAP W/ MI"TITEN HD asU�np„ I! 1 PW a APPLY EITHER SEE DETAIL: 15600 24"MAX " " " =aM� H' w_ .' , �NER�°F 168 / 120 OR 1/16 8d (2)2X 4 2X NA ® 16d @ 6 W/3"WASHER 12 / 4 <__r,,, -- -'+ I.-,M. Rnpns2zb „M,,,,RI,K gF v SIDE DIRECTLY 18' 12" 2 X 6 SAWN 6/12 0 12" OR MASA ORr=- _+ %°' { (8) 16d NAILS SEE DETAIL:it, �: PLYWOOD TO 5TUD5 MASAP OM VW* eMlma TOPLHORDOFERU550RMN.H O R r� 22 12 1,15 X 55 LVL 6/12®12" CD1> CD2> �".wAR4) OWNER APPROVALMllades,Gw,r A,entlMw TO MATLH RAFTERS.LEDGER IACOR ,m .. ,� , „�� yy WPMene MGnce ` SOSL SS PERLAudITe� P end® -j �`y /{t B. ^I gi �,� ., W Q a•we e.Fw.w.a•we MN.' mu EWER PER LALI°ur "M s,M , CONT.SHEATING CONT.SHEATHING •w.rece,cl•Ia' $ I 10 16" 2 X 4 SAWN OR A34 OR LTP4 IN/BLOCKING OR f~I.� .. C THING „ 5/8"J-BOLT OR 1/16 05B imies. ONE SIDE. 14' 16" 2 X 6 SAWN AT 36"MAX H2.5 OR SDWG 5/8"TITEN HD A we INITIAL: ]W t "A~ SHEAR MALL TOP CONNECTION 490 / 350 OR 1/16" SIDEAPPLY EITHER Sd 4/12®16" (2)2X 4 48„LAP 2X 2X SEE DETAIL: 15600 0 24"MAX 16d @ 4" YW 3"WASHER 36" / 4" 44' • PAGE: SIDE DIRECTLY , OR 12" A I RMMIw,_,w,,,o re.rwr WPM n,wnwis PERPENDICULAR JOIST4SF 18 16" 2 X 6 SAWN 8 16d NAILS SEE DETAIL: OR MASA OR GMaanW IMMM,nNI IMMY BM,ss,.e PLYWOOD TO STUDS alin nitite. MOW ....... JOIST T` JOIST IN/SHEATHING D 1 D2 MASAP •, - 'L IN/SHEATHING SPLICE OVER RIM JOIST 22' 16" 1.15 X 5.5 LVL 0/21/$ 1oNfia, , '°"'"` 10' 1 b" 2 X 4 ✓AWN CONT.SHEATING CONT.SHEATHING t p 1 I��h�,, ��• -III \ OR A34 OR LTP4 W/BLOCKING OR 5/b"J-BOLT OR la~' IOW 1 lrj W] W j y �M n,G ,+.:. I" 00 / J° d kF) (5d•'wE 1 H AT 36"MAX H2.5 OR SDWG 5/8"TITEN HD OF: I.5 "' tf ., 'G '. NO il:21 /SA,A•'E CS ' • 14' 16 2 X 6 BAWN 48' LAP W/ SEE DETAIL: 15600�24"MAX @ " " • E*, uN,EE&$ '$k 4 ma oak1 ;;e•' SHEATH I-. . eme none 1_ 3/12 @ 16" (2)2X 4 2X 2X 16d 3 W/3"WASHER 32 / b AUG Q 8 2018 i I -_J s .� ;� SPLICE - SPLICE -:I © 18' 16" 2 X 6 SAWN (6) 16d NAILS SEE DETAIL: OR MASA OR IS can. 5T1L-LG.'r t. A i sMw.vw.- °-. MFAMNNL a VGIONO°TOM 5•w'•'"'• D1 D2 MASAP C (,° J StonyFaIaI SWUM Win/-Sls IF,,s 1, mom moon %mama str IwxW 'n•Mm min of Zd. E entl dkance� I.-2%k 22' 16" 1.15 X 5.5 LVL TEA•tT �+ Y CITY OF HIvH.,vr1 I rr:. PREFAB YIOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL YVOOD FRAMING FOOT., FOUNDATIONS, SLABS ON GRADE GENERAL NOTES J. STERLING PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER f,FNFRAI rONSTRI ICTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT GEOTECHNICAL REPORT: CCI 15 NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. CCI BASIS OF DESIGN—APPLICABLE CODES: ri J. STERLING `° ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED Q2D.E. THE DESIGNS HEREIN ARE PREPARED IN o SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND ACCORDANCE WITH THE 2015 IBC. CONSTRUCTION SHALL Q ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. BUILDING GOD£. GEOTECHNICAL ENGINEERING ARE NOT A SPECIALTY OF CGI. GGI DEPENDS ON OTHERS FOR THE CONFORM WITH THE MOST RECENT BUILDING CODE 1/4" = 1' U.N.O. 2 DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED MTN I ATION: THE CONTRACTOR SHALL INSTALL ALL FRAMING MArERIA1 .ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS,AND COLUMNS, SHALL PROVISION OF 501L5 DATA, WHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING ADOPTED BY THE APPROVING JURISDICTION. 2 BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR-LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY,ACTIVE AND PASSIVE LATERAL PRESSURES, ei w DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE SHOWN.ALL SAWN HOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. z MEMBER SIZES, FORCES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. INTERNAL FRICTION ANGLE,AND COHESION. IN THE ABSENCE OF A GEOTECHNICAL REPORT CCI WILL (AI C.111 ATIONi. THE CALCULATIONS INCLUDED HEREIN ARE 08-02-201 BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED j}FAMS AND POSTS.ALL SAWN STRUCTURAL BEAMS, HEADERS,AND POSTS SHALL BE DOUG FIR LARCH NO MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER, CCI TAKES NO RESPONSIBILITY OR ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH 2 OR BETTER, EXCEPT WHERE EXPOSED TO HEATHER AND SPECIFIED AS PT(PRESSURE TREATED)MAY BE LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL ENGINEERED WOOD-(zFNF¢sJ . THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF THIS PROVISION 15 NOT HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED HOOD PRODUCTS PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED OF ANY KIND. ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR SECTION BELOW.MANUFACTURER'S RECOMMENDATIONS. FAILURE TO DO THIS TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF NAB Pi: NAILS GALLED OUT HEREIN ARE"COMMON"SIZES, I.E. 16D, 12D, 10D, BD. SMALLER DIAMETER, STRUCTURAL FILL: "STRUCTURAL FILL"SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR ANALYSIS 15"BI" (BY INSPECTION.) MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING INSTALLATION RISKS CRACKING OF HOOD, CONTACT SIMILAR LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50%MORE NAILS ARE USED. FOR STATE HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR CAPACITY.ANY NATIONALLY-RECOGNIZED BRAND THAT ENGINEER FOR ALTERNATE NAILING AND/OR ALTERNATE EXAMPLE IF 8, 16D ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS OTHER CLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL.ALL STRUCTURAL FILL MUST ABBREVIATIONS: A AREA IEBC:INTERNATIONAL EXISTING BUILDING RC:RELATIVE COMPACTION ASPHALT MEETS THE BELOWBE COMPACTED PER THE FOLLOWING SECTION. AL:AS CONCRETE SPECIFICATIONS I5 ACCEPTABLE. CONNECTOR. REQUIRED 15 8*1.5= 12.AS ANOTHER EXAMPLE IF 16D NAILS ARE CALLED OUT AT 4"SPACING, THE SPACING El:BYS CODE REF:REFERENCE,NOT ACTUAL PHALTCoN IRC:INTERNATIONAL RESIDENTIAL CODE REO OR REOD:REQUIRED I-BEAM COMPOSITE WEB/FLANGE JOIST PRODUCTS. THE SIMPSON SD5 HOOD SCREWS. WHERE SPECIFIED, INSTALL OF SIMILAR LENGTH, NARROWER NAIL GUN NAILS SHALL BE 4/1.5 =2.1". COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING E:ELASTIC MODULUS ORELECTRICAL K:KIP ,000LBS.) ROW:RIGHT OF NAY (EY.EXISTING KBE KIPS PER SQUARE INCH RT:RIGHT011) CCI:CONSTRUCnONCALC,INC. LVL:LAMINATED VENEER LUMBER 5:SECTION MODULUS :LEFT LAMINATEDSTRAND LUMBER SC:SEE CALLOUT CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS. IN GENERAL SHEAR WMECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE CMU:CONCRETE MASONRY UNIT L AI I S:HALLS CALLED OUT A5 SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THECo CM I' OR CLEANOU LT: SD:STORM DAMN z GONG:CONCRETENA:NOTAPPLICABLE SIP:STRUCTURLL INSULATED PANEL •- COMPLETE W W ITH WEB STIFFENERS AND OTHER BLOCKING/ THESE DO NOT NEED PILOT HOLES. HOWEVER, IF HOOD 15 STRUCTURAL SHEAR HALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE STRUCTURAL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION. CONtCONTINUOUS NB:NOT BEARING SK:SKETCH ( DP DOUGLAS FIR NIC:NOT INCLUDED SOG:SLAB ON GRADE BRACING AS SHOWN ON THE PLANS AND /OR A5 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO BY NATIONALLY-APPROVED MANUFACTURERS. ALL 5HEAR WALLS MUST BE POSITIVELY CONNECTED AT FOUNDATIONS FOOTINGS ON SOIJ : ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED HPSPACING HEMEARING.VENTILATION.AND AIR OC;ONORIENTED STRAND BOARD SS SANR R UCE PINE FIR _J $$ CONDITIONING PCF:POUNDS PER CUBIC FOOT STAO:SHEAR TRANSFER AROUNSEINER a I I I) I D 3 RECOMMENDED BY THE MANUFACTURER. AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT TOP AND BOTTOM TO DIAPHRAGMS. HALLS NOT SPECIFICALLY CALLED OUT, OR LABLED "N5"ARE NOT EXISTING SOIL OR STRUCTURAL FILL.ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH al: P GYPSUM PSU HSHE R o PPw.%�PER LINEA FOOT OWI':TYPICAL PENING INTENDED A5 SHEAR HALLS AND SHALL BE BUILT PER MINIMUM CODE. FOOTINGS AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF rMOMENTOFINER IA PSL:PARALLEL PSF:POUNDS PERSQUA EMFOU ELSEWIERES OTHERWISE SPEGIFIED 'R P5L(PARALLEL STRAND LUMBER)AND VERSA-LAM. USE NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. IBC:INTERNATIONAL BUILDING CODE PSI:POUNDS PER SQUARE INCH V OR V:SHEAR PBS)OR U .SHEAR(PLF) R MINIMUM 2.OE, 2,900 PSI MINIMUM ALLOWABLE BENDING SIMPSON SD WOOD SCREWS. WITH MOST SIMPSON SHEATHING."PH"WALLS, USE PLYWOOD OR O5B, MINIMUM THICKNESS AND NAILING AS INDICATED IN FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12". ICE:INSULATED CONCRETE FORM PT:PRESSURE TREATED VIMVIMPRESERVATIVE RESPECTIVELY PVt PLYWOOD OR 05B SHEAR MALL PRWALL.FULL LENGTH Wt STRESS. CONNECTORS, CONTRACTOR MAY USE SDI IN LIEU OF 10D SHEAR WALL TABLE, ORIENTED EITHER DIRECTION. "GW"HALLS ARE DRYWALL SHEAR HALLS, USE PER FOUNDATIONS FOOTINGS ON ROCK: WHERE FOOTINGS BEAR ON ROCK, CLEAN THE ROCK FREE OF WNF:WELDED WIRE FABRIC lio JJ$ LVL(LAMINATED VENEER LUMBER). USE MINIMUM 1.9E, 2,600 NAILS, AND/OR 5D10 IN LIEU OF 16D NAILS. THESE ARE SHEAR WALL TABLE. L005E ROCK, DIRT, M055, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRE55URE WASH A5 LIMITED SCOPE OF CONSULTANT'S WORK: . PSI MINIMUM ALLOWABLE BENDING STRESS. PROVIDED IN 1-1/2"AND 2-1/2"LENGTHS. USE THE LENGTH SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE 5HEAR WALL TABLE. WITH"PIN" NECESSARY. USE BONDING AGENT PRIOR TO POURING CONCRETE ON ROCK. WHERE ROCK IS g ICI (1 AMINATFD STRAND LUMBER). USE MINIMUM 1.3E, 1,100 NECESSARY FOR FULL PENETRATION INTO THE MEMBER(S) AND"GIN"WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR SLOPED LESS THAN 3:1 (18-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY. C,ONSI1_LTANT. THE CONSULTANT IN RESPONSIBLE CHARGE PSI MINIMUM ALLOABLE BENDING STRESS. CONNECTED. WINDOW CORNER. W WHERE ROCK 15 SLOPED 3:1 (18-DEGREES) OR GREATER(UP TO 45-DEGREES MAX), USE#4 X 18" OF THE WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., /� s GLUE-LAMINATED TIMBERS. UNLESS OTHERWISE NOTED, ALL MULTIPLE PLY MEMBERS. 1 , r LONG DOWELS ROTOHAMMERED MIN., 8" INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE / DOING BUSINESS AS CONSTRUCTIONCALC, INC., HEREAFTER `V TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED DIAMETER, PERPENDICULAR TO FACE OF ROCK. NO EPDXY IS NECESSARY. DOWELS TO BE LOCATED INDICATED AS "CCI." GLULAM BEAMS SHALL BE 24F-V4 DF/DF.ANY THAT SPAN AS A MULTIPLE PLY KING STUD, TRIMMER,OR HEADER, CONNECT ALL PLIES WITH 16D AT 4"OC, e CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS STAGGERED. AS FOLLOWS: I OR ARE CANTILEVERED, USE 24F-V8 DF/DF. USE INDUSTRIAL BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL 15 PLACED AGAINST ANOTHER AND USED 0 FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6"OF ENDS, CORNERS,AND INTERSECTIONS SC.OPF OF CONSULTANTS WORK. THE SCOPE OF WORK OF E. 1: APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO A5 A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 160 AT 4"SPACING. AND AT 36" OC MAX SPACING. DOWELS TO BE CENTERED ON STEMWALL. CCI 15 LIMITED TO STRUCTURAL ANALYSIS OF A NEW 3- ai INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE 61 LIF EPDXY. WHERE SPECIFIED, WOOD GLUE SHALL B£COMMERCIAL GRADE WITH MINIMUM 5HEAR O FOR PAD FOOTINGS, USE THREE DOWELS SPACED 8"APART, CENTERED ON FOOTING. IF DOWEL STORY, MULTI-FAMILY RESIDENTIAL BUILDING. GGI TAKES Urni J GRADE. STRENGTH OF 450 PSI AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER 15 TOO LONG TO FIT IN FOOTING, BEND AS NECESSARY TO PROVIDE 2"COVER AT TOP AND/OR RESPONSIBILITY ONLY FOR ITEMS SPECIFICALLY ADDRESSED U- PRE55URE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN MANUFACTURER'S RECOMMENDATIONS. SIDE(5). IN OUR DRAWINGS AND CALCULATIONS. CONSTRUCTED L: o 10% WEAKER THAN THE ABOVE IN BENDING, 5HEAR, AND EPDXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND INTENDED SI ARS ON CvRADF. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE ITEMS NOT SPECIFICALLY ADDRESSED HEREIN SHALL BE v MODULUS OF ELASTICITY, USING SUITABLE HOOD SPECIES FOR HOOD U5E. HOOD AND DOWEL SHALL BE CLEAN AND DRY PRIOR TO EPDXY INSTALLATION. DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER(DESIGNED BY OTHERS)ARE RECOMMENDED BUILT PER MINIMUM CODE. o FOR PRESSURE TREATING. WINDOW AND DOOR OPENINGS. FOR ALL INTERIOR SLABS. `1 N ` ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC HEADER. USE MINIMUM SIZE AS CALLED OUT ON PLANS.ALL HEAVERS SHALL BE INSTALLED WITH THEIR FOOTING DRAINS, FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT 1 OAPS: s APPROVED FABRICATOR. STORE AND INSTALL IN TALL DIMENSION VERTICAL. IF HEADER 15 LESS THAN 3 INCHES WIDE(I.E.A SINGLE 2X OR SINGLE LVL)USE EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND C0 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION WITH 160 AT 4" MAX SPACING. IF RETAINING WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN O 1 1 rn NO HEADER 15 SPECIFIED, THE WALL IS ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE AS PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED. I ANALYSIS: z Cr di m li li THE HEADER. STANDARD CONCRETE: X 1- r c MULTIPLE ADJACENT OPENINGS. WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL, STANDARD? C.ONC.RFTF. CONCRETE FOR FOOTINGS, SLABS, AND HALLS SHALL ATTAIN A MINIMUM 28 0 ROOF LIVE: 20 PSF. atCZ X O • , w HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS BETWEEN DAY STRENGTH OF PC=2,500 P51 UNLESS OTHERWISE NOTED ON PLANS. MINIMUM CEMENT 0 ROOF + CEILING DEAD: 15 P5F °� ra J THEM. EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN THE STRUCTURAL CONTENT= 5 SACKS PER CUBIC YARD. MAXIMUM HATER/CEMENT RATIO SHALL BE 0.45. ALL 0 ROOF SNOW: 25 P5F m CALLOUTS. MATERIALS SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. MIXING AND PLACING OF ALL 0 FLOOR LIVE: 40 PSF TRIMMERS,AKA JACK STUDS. USE SIZE (OR LARGER)PER STRUCTURAL CALLOUTS. CONCEALED FLANGE HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. CONCRETE TO BE IN ACCORDANCE WITH IBC AND ACI 304, LATEST EDITION. 0 FLOOR DEAD: 15 P5F KING STUDS UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL-HEIGHT, ADMIXTI 1RF5. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, 0 DECK LIVE: 60 PSF In BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. FLOWABILITY, AND /OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY 0 DECK DEAD, 2"CONCRETE PAVERS: 32 PSF. t 1 al •*OPENING LESS THAN 6'WIDE-USE MIN., ONE KING STUD EACH END OF HEADER. OF THE CONCRETE 15 NOT ADVERSELY AFFECTED. 0 EXTERIOR WALL DEAD: 10 PSF z V •*OPENING 6.1'WIDE TO 9'WIDE-USE MIN., TWO KING STUDS EACH END OF HEADER. AIR ENTRAINMENT. PROVIDE 5%AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR 0 INTERIOR WALL DEAD: 1 PSF WEATHER 0 SEISMIC FACTORS: 55= 1.095, 51= 0.435 O w . •*OPENING 9.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. 0 SEISMIC DES CATEGORY: "D" z ("'\ DISCONTINUOUS TOP PLATE. WHERE WALL TOP PLATES ARE CUT, OMITTED, OR OTHERWISE FLY_ASH, HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCEs-; DISCONTINUOUS AT A HEADER,THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP WITH ASTM C618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT.ANY SUCH CONCRETE 0 WIND EXPOSURE V, 3-SEC GUST: 120 MPH. — . Z PLATE BEYOND WITH A HORIZONTAL C518 STRAP WITH MINIMUM 12"LENGTH ON THE HEADER AND 12" SHALL OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD 0 ASSUMED ALLOWABLE SOIL BEARING PRESSURE: F- LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. CONCRETE LISTED ABOVE. 2,000 PSF. Z s- ANCHOR BOLTS. CONCRETE REINFORCING: W (�/ us C., 5HEAR/1(ALL ANCHOR BOLTS CONNECTING MUD SILLS,USE 5/8" DIAMETER X 8" MIN EMBEDMENT AT THE STRFW(TW RETAININS wsJ 15 ANT?OTHER STRI J(TIJPAI El FMFNTS. REINFORCING BARS(REBAR) SINC�I F PROJECT. v i� cc) SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60"OC AND WITHIN 12" OF ENDS AND CORNERS, FOR RETAINING HALLS RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS,AND FOR THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, ` ' J WITH 3"X 3"X .229"STEEL WASHERS,WRENCH TIGHT. WET SET ANCHOR BOLTS SHALL HAVE A HOOK OR STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY=60 K5I) AND/OR TABLES PREPARED BY CCI ARE VALID ONLY FOR J Q HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN UNLESS OTHERWISE SPECIFIED IN THE PLANS. THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE V Z W LIEU OF HET SET- SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET-SET ANCHOR STRFNC,TH• STANDARD FOOTINGS, STEM WAI I S SI A135 ON f,RA,D7F. REINFORCING BARS (REBAR) NOT VALID,ARE NOT APPLICABLE TO, AND SHALL NOT BE U-I ... / BOLTS AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR WET SET FOR STANDARD FOOTINGS, STEM HALLS,AND SLABS ON GRADE SHALL BE GRADE 40(FY= 40 KSI) OR USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. 0 ANCHOR BOLTS. BETTER, UNLESS OTHERWISE SPECIFIED IN THE PLANS. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: UJ NON-SHEAR HALL ANCHOR BOLT55HALL BE SPACED A MAXIMUM OF 12-INCHES AND WITHIN 12-INCHES OF SIp1 I(INCH RFNDINCz ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT,AND SUPPORTED IN ONLY COMPETENT PERSONNEL FAMILIAR WITH (L ENDS AND CORNERS AND SHALL BE FITTED WITH 2"STEEL PLATE HASHERS. USE EITHER 1/2" DIAMETER X ACCORDANCE WITH THE MOST RECENT ACI CODE ADOPTED BY THE JURISDICTION. CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE 8"MIN EMBEDMENT HET-SET,OR 1/2"TITEN HD WITH 4"MIN EMBEDMENT. NON-SHEAR HALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MIN CONCRETE YIELDED HIRE FARRICC. UNLE55 OTHERWISE SPECIFIED, WELDED WIRE FABRIC(NONE)SHALL BE W2.9, PROJECT SHOWN HEREIN SHOULD BE EMPLOYED TO C EMBEDMENT,AT 16"OC, UNLESS OTHERWISE SHOWN . 6"X6" (6 GA.),ASTM A-185. SPLICE BY LAPPING ONE MESH +2"ALL SIDES. ASSEMBLE AND CONSTRUCT THE WORK. I— 1 - &OVER. PROVIDE THE FOLLOWING MINIMUM COVER: CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL CO DECKS:JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL HOOD MEMBERS WITH OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CORROSION-RESISTANT SCREWS, SIMPSON 5D9 OR SIMILAR. HANGERS SHALL BE U OR LU ONLY(NOT FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FAGE...3" LUS.)LEDGERS SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS.ALL HARDWARE AND FORMED SURFACES IN DIRECT CONTACT WITH EARTH 2" CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO CONNECTORS SHALL BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR SIMILAR. SURFACES EXPOSED TO HEATHER 1-1/2" CONSTRUCTION METHODS USED, SAFETY PROVISIONS LEci pRFSSURF TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND/OR SURFACES EXPOSED TO SALT HATER 3" EMPLOYED,AND THE FINISHED AS-BUILT CONDITION OF THE ooia SOIL,AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT,OR FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLE55 OTHERWISE SPECIFIED. STRUCTURE AND RELATED SYSTEMS. �� OTHERWISE NON-REACTIVE WITH METAL CONNECTORS(INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, BOLTS AND DOWELS IN CURED CONCRETE: MATERIALS AND METHODS: :"oVp ETC.) OR STRUCTURAL STEEL MEMBERS. f5FNFRAI . THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE o W agi, PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH o3aw0 MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. T1<iw IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CASES USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT= 4-INCHES UNLESS pw�, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL 6; a USE A LAYER OF HEAVY,ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN HOOD AND CONCRETE. OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE 3wL�i. BLOCKING/BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL CENTERLINE UNLESS OTHERWISE SPECIFIED. FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS. =` o ,;:ogFE DEPTH BRIDGING OR BLOCKING AT 8'OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD FXJSTINC, REINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING TEMPORARY SUPPORT AND BRACING: €M w�� DIAPHRAGM CONNECTION ON THE TOP . ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON- GENERA' . PROVIDE ADEQUATE TEMPORARY SUPPORT TO =g ao,, FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO DESTRUCTIVE METHODS (TACHOMETER, RADAR, OR SIMILAR). ALL HALLS, ROOFS, BEAMS, COLUMNS,AND FLOORS DURING *n'� 002U0 POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE CONSTRUCTION. DESIGN OF SAME 15 NOT INCLUDED HEREIN. `"'°� SUPPORTS BENEATH. WASHERS. USE 3"X3"X.229"HASHERS ON ALL HOOD MUD SILL ANCHOR BOLTS. SUCH WASHERS MAY CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- d :�;Igp BE SLOTTED, WITH PLATE HASHER UNDER THE NUT A5 ALLOWED BY THE IBC.AT NON-MUD SILL C � � BOLTS. UNLESS OTHERWISE SPECIFIED: U5E HASHERS ON ALL BOLTS;TIGHTEN ALL BOLTS TO A VERY LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON HASHER SUPPORTING DEVICES WITH A QUALIFIED PERSON. _" SNUG WRENCH TIGHT CONDITION; U5E STANDARD A301 BOLTS; FOR BOLTS IN HOOD, DRILL THE SAME wo5,1s OOODU UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT HOOD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY �a oo DIAMETER HOLE AS THE BOLT; FOR BOLTS IN STEEL DRILL HOLES 1/16"LARGER THAN THE BOLT DIAMETER. OF ALL TEMPORARY AND/OR PERMANENT SUPPORT p""" NON-EPDXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS. THESE ANCHORS MAY m� 0 PROVIDE THE FOLLOWING MINIMUM EDGE DISTANCES BETWEEN CENTERLINE OF BOLT AND ALL EDGES OF 000t BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S SYSTEMS. �<�o BOLTED HOOD,AND BETWEEN CENTERLINE OF MULTIPLE BOLTS: KSW- RETAINING WALLS. DO NOT BACKFILL AGAINST RETAINING ) ��o 5/8 INCH DIAMETER BOLTS 3 INCHES RECOMMENDATIONS. V J 01 3/4 INCH DIAMETER BOLTS 3.15 INCHES EPDXY SYSTEMS. FOR BOLTS, USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH WALLS UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI w= 1 INCH DIAMETER BOLTS 4.15 INCHES STRENGTH EPDXY, WITH ZINC PLATED,A301 'ALL-THREAD' BOLTS AS SHOWN IN THE SKETCHES. FOR (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR MINIMUM DISTANCE BETWEEN EDGE OF BOLT AND ANY EDGE OF STEEL PLATE(ANGLES, GUSSETS, DOWELS, USE ET-HP OR SET HIGH STRENGTH EPDXY AND REBAR AS SPECIFIED ON THE PLANS AND ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR OWNER APPROVAL FLANGES, WEBS, ETC.)SHALL BE ONE INCH. CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPDXY RETAINING HALLS THAT ARE TO BE CONNECTED AT THEIR ENGINEER SHALL SPECIFICALLY APPROVE ANY BOLTED CONNECTION USING LESS EDGE DISTANCE THAN MANUFACTURER'S RECOMMENDATION. TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BACKFILL INITIAL: AGAINST THE RETAINING WALL UNTIL SUCH HORIZONTAL PAGE: SHOWN ABOVE. D At; ROl T5.ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4"SHALL HAVE PILOT HOLES PRE-DRILLED. SIZE DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO OF PILOT HOLE IN THREADED PORTION SHALL BE 10%OF THE UNTHREADED SHANK DIAMETER(OR THE RETAINING WALL. " S 4- ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF J� (�L� J� J� np f2 -' UNTHREADED PORTION SHALL BE THE SAME DIAMETER A5 THE UNTHREADED SHANK. OF: D L5 AUGI !1 U! i ' U 0 .8 �2018 [ ; CITY OF ANACORTES