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Home My WebLink About128 W Burke Ave Unit 1_BLD601_2025 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 128 W. Burke Ave Permit#: 601 Parcel# 00461801700800 Valuation: 628000.00 OWNER APPLICANT Name PERASSOII LLC Name: Rob Perasso Address 4405 103RD ST SE Address:4405 103rd Ave SE City, State Zip EVERETT, WA 98205 City, State Zip: Lake Stevens, WA 98258 City, Stat ip:Lake Stevens, WA 98258 Phone: Phone:425-334-6834 Phone 25-334-6834 MECHANICAL CONTRACTOR Name: Name: Address: Address: City, State, Zip City, State, Zip Phone: Phone: UC# EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE Multi-Family STORIES: DWELLING UNITS BUILDINGS T AGREE TO COMPLY WITH CITY AND STATE LAWS REGUL ING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLA TIO OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18 .2 THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY HE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING O STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRA, ED. !BC! 10/IRCI 10. SALES TAX NOT[CE: Sales tax relating to constructiot and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. Signature Date Released By CONDITIONS Adhere to appro ed plans. Pending water supply (hydrant) fire protection. THIS PERMIT AUTHORIZS ONLY THE ORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOM IN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Descripf n Fee Amount 3/19/2015 Building ermit Fee $5,238.53 3/19/2015 Buildin Plan Review Fee $3,405.04 3/19/2015 Furn e $75.00 3/19/2015 Gas utlets Base Fee 1 to 5 $30.00 3/19/2015 Me hanical Permit Base Fee $75.00 3/19/2015 P k - Community MF $4,491.00 3/19/2015 rk - Mini MF $1,308.00 3/19/2015 lumbing Permit Base Fee $75.00 3/19/2015 Plumbing Permit Fee (Enter Fixture Fee) $396.00 3/19/2015 State Building Code Surcharge Fee $4.50 3/19/2015 State Surcharge per Dwelling $2.00 3/19/2015 State Surcharge per Dwelling $2.00 3/19/2015 Traffic Mitigation - City $5,032.50 3/19/2015 Water Heater $75.00 Total Due: $20,209.57 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT ' Address: 128 W. Burke Ave Permit#: 601 Parcel#: 00461801700800 Valuation: 628000.00 OWNER APPLICANT CONTRACTOR Name: PERASSO II LLC Name: Rob Perasso Name: Rob's Electric Inc Address: 4405 I03RD ST SE Address:4405 103rd Ave SE Address: 4405 103rd Ave SE City, State Zip: EVERETT, WA 98205 City, State Zip: Lake Stevens, WA 98258 City, State Zip:Lake Stevens, WA 98258 Phone: Phone:425-334-6834 Phone: 425-334-6834 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City, State, Zip: City, State, Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Multi-Family CODE YEAR: 2012 STORIES: 3 CONST. TYPE: DWELLING UNITS: 3 OCCGROUP: BUILDINGS: 1 OCCLOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND ST A TE LAWS REGULA TING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT JS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. CONDITIONS Adhere to approved plans. Pending water supply (hydrant) fire protection. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/20/2016 Building Permit Fee $5,238.53 7/20/2016 Building Plan Review Fee $3,405.04 7/20/2016 Furnace $75.00 7/20/2016 Gas Outlets Base Fee 1 to 5 $30.00 7/20/2016 Mechanical Permit Base Fee $75.00 7/20/2016 Park - Community MF $4,491.00 7/20/2016 Park - Mini MF $1,308.00 7/20/2016 Plumbing Permit Base Fee $75.00 7/20/2016 Plumbing Permit Fee (Enter Fixture Fee) $396.00 7/20/2016 State Building Code Surcharge Fee $4.50 7/20/2016 State Surcharge per Dwelling $2.00 7/20/2016 State Surcharge per Dwelling $2.00 7/20/2016 Traffic Mitigation - City $5,032.50 7/20/2016 Water Heater $75.00 Total Due: $20,209.57 Total Payment: $0.00 Balance Due: $20,209.57 CALL FOR INSPECTIONS BUILDING (360) 403-3417 When calling for an inspection please leave the following information: Permit Number, Type oflnspection being requested, and whether you prefer morning or afternoon e _.-z, RESIDENTIAL PLAN PLAN REVIEW Owner i Plf~t>...Â£So Address - - Building Type Single Duplex ,,_,::;::;:. Townhouse 7YA,,, ~ ~ Type of Work Existing [New ~ Reviewed By Date I Design Criteria 301.1 i Engineered ~ Prescriptive I I ! 301.2 i Loads: Tables 301.5 - 301. 7 :ves ! ! No 302.1 Location on Lot: 5 feet/35% maximum Yes ! No I I 302.2 !Townhouse Separation I !Yes i 1No I I I 302.5.1 [Garage Openings: 20-minute door Ives I y" I No I i 302.6 !Garage Separation I I Ives I i I ! ~ jNo I I I Footings and Stem Walls 401.4.1 lsoils: Geotech or Prescriptive '?;?G3, . I 403.1 ; Footings: (2) #4's continuous ;Yes I / ,. No i T403.1 i Footing Size !ves I No ! I I 403.1.2 [Continuous Footings (D2) Yes [ - No 403.1.3 Vertical Reinforcement: #4 @ 4' /hook IYes I No I âœ“- 403.1.3.1 Stem Wall: (2) #4's horizontal I lves v No 403.1.16 Foundation anchors: 1/Vinch @ 6' 1-t- !Yes ! i,;/' [No I I 403.1.7.1 [Clearances from Slopes I Ives y II N 0 ! I 404 I Foundation Walls (see Tables) I I !Yes ,;;P' 1No .1.2.3.7.3 !Wall Openings: Verts within 12" ea. Side 'Yes I ~ No I 405.1 'Foundation Drainage or exception !Yes ! âœ“ lNo ; 406.1 Damproofing (basement) : Yes i --- lNo I - 407 Columns: 4 X 4 and R317 Yes - No - I 408.2 Crawl Vents 1:300 and 3' of corners Yes I No I - - 408.3 Unvented Crawl Space Yes I -= No i- 408.4 Crawl Access: 16 x 24 or 18 x 24 I Yes I No I I i I - - Architectural 303 I Light/Ventilation: 8% and 4% I Yes I .,,,,, ,,. No 303.2 !Whole House Fan i ! Yes I i ~ No 303.3 : Bathrooms: 3% or 50cfm Yes i No 303.6 I Stairway Illumination I Yes I t/ No 304.1 Habitable Rooms: 120sf min. Yes I y !NO ! 304.2 Other Rooms: 70sf min. Yes i ~ No I 305.1 Ceiling Height: 7 feet min. 1Yes ! ~[No I I 307.1 Plumbing Fixture Clearance L 1ves I 7"1No i I - ! I 308.4 Safety Glazing: Hazardous Locations 1ves !No I I I Life Safety 310.1 : Emergency Rescue Windows: 5sf/5. 7sf ;Yes i [No i 310.2 !Window Wells I ! Ives -- : ---;:;:.- ---r--- ---FÂ·- I t~ - -+ Â·Â·- I I - . I i I I Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" ! i 1ves / !No 311.3 Landings: 3' X 3' min. Yes ~ No 311.4 Vertical Egress I Yes No 311.5.1 Landing Attachment I Yes No i 311.6 Hallway Width 3 feet min. Yes ' v No 311.7.1 Stairway Width 3 feet min. Yes V No 311.7.2 Headroom 6' - 8" min. Yes v No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes V No I I 311.7.4.3 Handrail Profile No i I Yes I 311.7.7 Handrails - 4 plus risers ! Yes ~ No 311.8 'Ramps I Yes - No i I 312.1 Guards - 30 plus inches Yes v No I I 312.2 Guard Height - 36-inches min. Yes i t,/" No T I 314 Smoke Detection I I I I Yes ~jNo I I I ! i 315 CO Detection I I Yes v- .No I I 316 ! Foam Plastic Yes - No 325 & 326 I Adult Home/Day Cares I ;Yes - I No I i I ' i Floor Systems 502.2 ..... I I Deck Ledger Connectiâ€¢ on I Yes ~ No I I ! 502.2.2.3 1 Lateral Load Connection or Engineered Yes l No I 502.3 Allowable Joist Spans or TJl's Yes i ~ No 502.10. Headers/Openings Yes ! No i I '--""' 502.11 Trusses or Rafter/Joistj I I Yes ~ No I 502.12 Draftstopping: 1,000sf max. Yes No 504 Pressure Treated Wood I Yes v-- !No I 506 I Concrete Floors: 3.5 inches min. I IYes I I ../ jNo I I I I Wall Systems 602.3 Wood Wall Framing and Plates jves ....----INo ! 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes ~!No 602.9 Cripple Walls: Less than 14" or 4' Yes - )No 602.10. Wall Bracing: En~ineere,g, or Prescriptive Yes v No 602.10.3.2 Alternate Braced Wall Panel Yes v- No i 602.10.9 Cripple Wall Bracing Yes - No ! i 602.11.2 Stepped Foundations Yes - No ! I 602.12.1 Veneer I Yes - No 610.1 Glass Unit Masonry Yes - ,No l 612 Exterior Windows/Doors Yes ~ No i 702.1 I Interior Wall Covering i Yes ~ No 703 ! Exterior Wall Coverings (WAC) I Yes I I I I '--""' No I 703.4 :stone/Masonry Veneer l Yes i !No I I - i Roof/Ceiling I I I 801.3 I Roof Drainage (SD-14): Jves i----- 'No i I I i ! I 802.3 I r Ridge Beams: <3:12 pitch !Yes i -- 'No 802.4 !Ceiling Joist Span: Truss or Platform Yes I ~No- ' I 802.5 I Rafter Spans: Truss or Platform I Ives ! l./ :No I ~----- I ./-r- I 802.11 ! Roof Tie-Downs (48" o.c.) ives ~ iNo I ' 803 I Roof Sheathing i I ives i I y !No ! 806 Roof Ventilation: 1/150 high and low Yes I,,,' iNo 807.1 [Attic Access: 22" X 30" ! Yes J,,,"!No I 905.2.7 j Underlayment i I Yes âœ“ INo Mechanical Systems Chapter 10 Chimney and Fireplaces I Ives v No I I I 1305.1 Equipment Access: 30" X 30" I Yes ~ No I 1305.1.3 [Appliances in Attics I Yes ~ No I 1305.1.4.1 I Ground Clearnaces: 3" Concrete Slab Yes -- No 1307.2 Anchorgae of Appliances I I Yes t--1"" No I 1307.3 Elevation of Ignition Source i !Yes No 1307.3.1 Protection from Impact I Yes V No i ! 1401.3 Equipment Sizing: WSEC ; Yes - No : Chapter 14 Specific Appliances ! ! Yes - No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes v No 1502.4.5 Length Identification I i Yes ,~ No Chapter 18 Chimneys and Vents I Yes v- No - Chapter 24 Fuel Gas and Piping I ' ~ I :Yes I -6 e---!No Plumbing - UPC WSEC and Lighting: See Energy Code Plan Review Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads onlv. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated,.for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Perrasso Triplex - Unit 1 Architectural Design Associates, PS Lots #8 & #9 Burke Ave. 2221 Everett Ave# 104 Arlington, Washington Everett, WA. 98201 Heating System Type: @Forced Air Furnace Oieat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (LiT) 47 I!. T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq fl} 1,5991 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (fl} 9.01 14,391 Glazing and Doors LI-Factor X Area = LIA Instructions 0.30 I 262 78.68 Insulation Attic LI-Factor X Area = LIA Instructions 0.026 I 918 23.87 R-49 Single Rafter or Joist Vaulted Ceilings LI-Factor Area LIA Instructions No selection 0 Above Grade Walls (see Figure 1) LI-Factor Area LIA Instructions â€¢ 0.056 1,702 95.31 Floors LI-Factor Area LIA Instructions 0.029 1,263 36.63 R-30 â€¢ Below Grade Walls (see Figure 1) LI-Factor Area LIA Instructions No selection 0 Select R-value â€¢ Slab Below Grade (see Figure 1) F-Factor Length LIA Instructions No selection 0 Select conditionin â€¢ Slab on Grade (see Figure 11 F-Factor Len9th LIA Instructions 0.540 64 34.56 R-10 Perimeter â€¢ Location of Ducts Instructions Duct Leakage Coefficient â€¢ 1.10 Sum of LIA 26904 Envelope Heat Load 12,645 Btu I Hour SumofUAXi!.T Air Leakage Heat Load 7,305 Btu/ Hour Volume X 0.6 XI!. TX .018 Building Design Heat Load 19,950 Btu/ Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 21,945 Btu/ Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 30,723 Btu/ Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace 0 I p MAR 02 2015 Ruilding and Duct Heat Loss X 1.25 for Heat Pump g(.,[) (oO( (01/01/13) Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Perrasso Triplex - Unit 2 Architectural Design Associates, PS Lots #8 & #9 Burke Ave. 2221 Everett Ave # 104 Arlington, Washington Everett, WA. 98201 Heating System Type: @'arced Air Furnace OeatPump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (1\T) 47 6 T = Indoor /70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,620 I Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height {fl) 9.01 14,580 Glazing and Doors U-Factor X Area = UA Instructions 0.30 I 228 68.48 Insulation Attic U-Factor X Area = UA Instructions IR-49 â€¢ 0.026 I 888 2309 Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions No selection 0 Above Grade Walls (see Figure 1) U-Factor Area UA Instructions --Â·~-~~--.. 0.056 1,099 61.54 R-21 â€¢ Floors U-Factor Area UA Instructions 0.029 1,284 37.24 Below Grade Walls (see Figure 1) U-Factor Area UA Instructions â€¢ No selection 0 Slab Below Grade (see Figure 1) F-Factor Length UA Instructions No selection 0 r Select conditionin Slab on Grade (see Figure 1) F-Factor Length UA Instructions 0.540 64 34.56 R-10 Perimeter Location of Ducts Instructions Duct Leakage Coefficient . a.~ â€¢ 1.10 Sum of UA 224.91 Envelope Heat Load 10,571 Btu I Hour Sum ofUAX 6T Air Leakage Heat Load 7,401 Btu I Hour VolumeX 0.6X6TX.018 Building Design Heat Load 17,972 Btu I Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 19,769 Btu I Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Received Maximum Heat Equipment Output 27,676 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) ') Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Perrasso Triplex - Unit 3 Architectural Design Associates, PS Lots #8 & #9 Burke Ave. 2221 Everett Ave# 104 Arlington, Washington Everett, WA. 98201 Heating System Type: @Farced Air Furnace ()leat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (1H) 47 t,, T = Indoor /70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1.712 1 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 901 15,408 Glazing and Doors LI-Factor X Area LIA Instructions o.so 1 327 97.95 Insulation Attic LI-Factor X Area = LIA Instructions R49 â€¢ 0.026 .-, -9-58--, 24.91 Single Rafter or Joist Vaulted Ceilings LI-Factor Area LIA Instructions - Â·Â·Â·- --- ~-â€¢=-~=-â€¢ -, No selection 0 Above Grade Walls (see Figure 1) LI-Factor Area LIA Instructions â€¢ 0.056 1,963 109.93 Floors LI-Factor Area LIA Instructions 0.029 1,400 40.60 R 30 â€¢ Below Grade Walls (see Figure 1) LI-Factor Area LIA Instructions No selection 0 Slab Below Grade (see Figure 1/ F-Factor Length LIA Instructions Select conditionin â€¢ No selection 0 Slab on Grade (see Figure 11 F-Factor Length LIA Instructions R-10 Perimeter â€¢ 0.540 62 33.48 Location of Ducts Instructions Duct Leakage Coefficient 1.10 Sum of LIA 306.87 Envelope Heat Load 14,423 Btu I Hour Figure 1. Sum of UA X sr Air Leakage Heat Load 7,821 Btu I Hour VolumeX 0.6X6TX.018 Building Design Heat Load 22,244 Btu I Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 24,468 Btu I Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 34,255 Btu I Hour Building and Duct Heat Loss X 1 .40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (01/01/13) Permit Information Date 3/2/2015 Permit Number 601 Project Name Perasso Triplex Applicant Name Rob Perasso Applicant Address 4405 103rd Ave SE City, State, Zip Lake Stevens, WA 98258 Contact Rob Perasso Phone 425-334-6834 Email rob@robselectricinc.com Permit Type Multi-Family Site Address 128 W. Burke Ave Valuation 375000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use 3 Story Triplex Townhouse Assigned To Amy Rusko Property Information Owner Information Parcel#: 00461801700800 PERASSO 11 LLC PERASSO 11 LLC 4405 103RD ST SE 128 W BURKE AVE EVERETT, WA 98205 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Rob's Electric Inc Rob Perasso 425-334-6834 ob@.robselectricinc.com CONTRACTOR Review Date I Tvoe I Descriotion I Taraet Date I Comoleted Date I Assianed To I Status 3/2/2015 IBLD I 13/9/2015 I !Chris Youna ln Review Uploaded Files I Upload File I Date I File I 3/2/2015 3:45:13 PM 1128 W Burke Ave - Triolex Annlication.odf !Delete ') RESIDENT~Al PERJVHT APPLICATION Department of Community & Economic Development City of Arlingtonâ€¢ 18204 59th Ave NEâ€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION CAN BE SUBMITTED PRIOR. Date: 3 /3 / nt tSr.1.1 IJ,r'I, B pr;,,r~-el ~ ooy~/ (501700800 Address: I z. S Âµ) , fs..,__ ~ ,~ ,(;rl:r s~ 2 Plat: â€¢ .i!..fa.. 11 1-1~~ c, "1 V'O I c. Owner/ Appli~ant: ,eo....,b....____f2e...L.-,,,~~.=...S:uc$_,,-.!l,..____-''-/,_'f.,__G___,:,:;_-____,:/_O;;:_J3""'--...!.----"-14-'--"-, t-Jl-_--=fc._:E-=--...,L.='==---=-.S..__. ~'---"'-"-"-K.---'~=---'-W.,._~ Signature: f2.l[:; 9s,,2,; 8 Verification of accuracy and agreement to follow the City of Arlington Municipal Code (electronic is ok) Phone: (h) t/2. C- Â· ?1 '-I - fo?Jr./ Describe Proposal (include cross street): e,0/~,S+t"kcd- & <-.J ;g Â£-fury O! Single-family , Duplex ~ Townhouse Q:Addition O Accessory structure ~ 7,,1 f'l.>< 1. Proposed Area: 1 nd t Floo-r </.52- - 2 Floor z.31.:[ Garage /~~g Total SF) 1/C/2$ 3r-'6 ~~ 21 {p/ 2. Valuation (cost): __ 3:o-a~~.5::...- .,_, ....:::D'-tl-~_Â°2--- _ 3. Contractor: /C% /:, ls s/~e,_. / /.t c_ 5. License Number: -~C_c_o_1~t~~~b~s~t~~-~~l~O~/~re1.""-=L,..____ Expiration: 3(11// la I â€¢ Plu~~~~~i~~1~7cJi] - (Check all that apply and indicate the number of fixtures proposed) [j" Bath/Shower Combo (4.0) X 9 Qr Sink (1.5) X 9 Cl' Shower (2.0) X Q [:t Lavatory (1.0) x -C, ~- OJ Clothes Washer (4.0) X 3 0: Water Closet (2.5) x ___._9 __ QJ Dishwasher (1.5) X 2 [:;J,: Water Heater X 5 [J;i Hose Bibb (2.5) X &:, OJ Other (list) Received Rev 2013 RESIDENTIAL PERMfflT APPLICATION Department of Community & Economic Development City of Arlington â€¢ 18204 59th Ave NEâ€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 ==-, "= -~ I Plumbing Section Continued [ ~= == --=~ Proposed Water Piping Size: _ ___,_ l I _ Proposed Piping Material: /J ,9 / LJ -..--,--F--""'-'-T..f---- Proposed DWV Material: --------- Proposed DWV Size: ---+------- 0 All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE i019 e All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) Â·Mechanical Secti-;;; (c-;;tinue filling outif m~chani~al equi;;ent ;;inv~~7ect)l Select proposed appliances: ifFurnace (80+) [Jj Fireplace Insert l:J:, Outdoor BBQ Q' Heat Pump CJ: Freestanding Stove IJJ Hydronic Piping O: Type II Hood 0: Commercial Cooking Appliance Q PV System Or Boiler ~Gas Piping Q Storage Tank Q AC Unit Q; Solid-Fuel Appliance IJJ Other ======â€¢ r_ Gas Piping Information [ ~ Not Applicable: [J.J Pipe Material: __...5-=-.J,.,__e.;;;;_â€¢=.e;._;l,__ _ ,, Pipe Size: _ _.__ _ Distance From Meter to Furthest Appliance: l'2o 7' -----'----- Total BTU's of all Appliances: --------- â€¢ New gas piping requires a pressure test to hooking to any appliance ., Sediment traps (drips) are required on all gas lines .. Gas lines are required to be supported/secured every 6 to 8 feet â€¢ Proper Combustion air and venting required for all appliances e A shut-off is required within 6 feet of all appliances Rev 2013 ROB'S ELECTRIC INC Pagel of 3 l Home Inicio en Espanol Contact !search L&I A-Z Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of 0 Labor & Industries I ROB'S ELECTRIC INC 4405103RD AVE SE Owner or tradesperson LAKE STEVENS, WA 98258 PERASSO, ROBERT WILLIAM 425-334-6834 Principals SNOHOMISH County PERASSO, ROBERT WILLIAM, PRESIDENT PERASSO, KATRINA IRENE, SECRETARY Doing business as ROB'S ELECTRIC INC WAUBI No. Business type 601159 365 Corporation I License Verify the contractor's active registration/ license I certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ROBSEl*101ML Effective - expiration 07/13/1990- 03/11/2016 Bond CBIC $12,000.00 Bond account no. SA9706 Received by L&I Effective date 12/17/2001 01/09/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS54824714 Received by L&I Effective date 07/01/2014 08/01/2014 Expiration date 08/01/2015 Insurance history Savings NoÂ·siiifr1gs accounts during the previous 6 year period . . ~c1.11Vi.11_it!; __ c1gc1i11!;t ~h~-~<>.11(j <>ri.ay_ing!; Cause no. Dismissed 09-2-46181-3SEA Complaint against bond(s) or savings Complaint filed by https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601159365&LIC=ROBSEI* 101 ML&SA W= 3/2/2015 ROB'S ELECTRIC INC Page 2 of 3 BMC WEST BUILDING MATERIALS SA9706 Complaint date Complaint amount 12/23/2009 $3,920.19 Cause no. .D...i...s..m. issed 09-2-09940-3 ,. , . Complaint filed by Complaint against bond(s) or savings SA9706 DKS INC Complaint date Complaint amount 10/27/2009 $47,332.00 L&I Tax debts NoL&I faXdebts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Noifoense iiioiations during the previous 6 year period. I Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 398,7~!:<>t Doing business as ROBS ELECTRIC INC Estimated workers reported Quarter 4 of Year 2014 "76 to 100 Workers" L&I account representative T2 / MATT PEDERSEN (360)902-5476 - Email: PEDM235@lni.wa.gov I Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 10/16/2014 Violations Inspection no. 317447753 Location 15 Bellevue Way SE Bellevue, WA 98004 Citation issue date 10/08/2010 Violations Inspection no. 314516642 Location 34428 16th Ave S Federal Way, WA 98023 Citation issue date 07/30/2010 No violations Inspection no. 314480112 Location 7700 35th Ave S Seattle, WA 98116 Citation issue date No violations 06/07/2010 Inspection no. 314421769 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601159365&LIC=ROBSEI*101ML&SAW= 3/2/2015 ROB'S ELECTRIC INC Page 3 of 3 Location 403 South 2nd St Renton, WA 98057 Citation issue date 01/07/2010 Violations Inspection no. 313895088 Location 6900 South 133rd St Seattle, WA 98205 Citation issue date 11/23/2009 No violations Inspection no. 313844425 Location 612 2nd Ave Seattle, WA 98104 Citation issue date 04/22/2009 No violations Inspection no. 313045791 Location 1800 S. Jackson Seattle, WA 98144 Â© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601159365&LIC=ROBSEI*101ML&SAW= 3/2/2015 Kevin Olander From: Scott Kallstrom <scott.kallstrom@gmail.com> Sent: Tuesday, March 14, 2017 8:08 AM To: Kevin Olander Subject: Fwd: FW: arlington duplex Kevin Good Morning, Below as an email sent to us by our architect in regards to the duplex in Arlington', we are asking ur blessing to use the following prescribed below detail for drywall Thank you for your help -----Original Message----- From: jthomas arch-design.net [mailto:jthomas@arch-design.net] Sent: Monday, March 13, 201711:42 AM To: rob@robselectricinc.com Subject: arlington duplex Rob- The duplex separation wall can be 1 layer 5/8" each side ( 1 hour asssembly GWB # WP 3370) IRC Section R302.3 The garage ceiling with a single 3/4" floor above and 5/8" on the garage ceiling may be passed by the inspector for 1 hour assembly. This is normal SRF construction and may be acceptable. The GWB manual calls for 2 layers with a single 3/4" plywood floor. JT Scott R. Kallstrom Cell 2064963823 Fax 4253347056 Scott.kallstrom@gmail.com Received MAR 14 2017 1 \L)) ARCHITECTURAL DESIGN ASSOCIATES, PS 2-9-2015 Gravity Calculations CLIENT: ROB PERASSO PROJECT TYPE: TRIPLEX PROPERTY LOCATION: LOTS 8 & 9 BURKE AVE ARLINGTON, WA. ADA# 2014-26 TRIPLEX 0 ICE y !Received MAR 02 2015 fJLD loo\ 2221 EVERETT AVENUE SUITE #201 â€¢ EVERETT, WA 98201 Phone: (425) 259-0661 - Fax: (425) 252-6911 - www.arch-design.net BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#1 Date: 2/09/15 Selection ~4I _x_B_H_F_#2 L_u_=_0_._0_F_t ~ Conditions NOS 2001 Min Bearing Area R1= 3.5 in2 R2= 3.5 in2 (1.5) DL Defl= 0.08 in Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1415 # Reaction 2 TL 1415 # Bm Wt Included 31 # Maximum V 1415 # Max Moment 1769 '# Max V (Reduced) 1073 # TL Max Defl L / 240 TL Actual Defl L / 727 Section (in8 2 Attributes ) Shear (in ) TL Oefl (in) Actual 30.66 25.38 0.08 Critical 19.21 10.73 0.25 Status OK OK OK Ratio 63% 42% 33% Fb (psi) Fv (psi) E (psi X mil) Fc..L (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 560 = A l: Uniform Load A ~ R1 = 1415 R2 = 1415 SPAN= 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#1A Date: 2109115 Selection ~4_' x_8_H_F_#_2 L_u_=_0_.0_Ft ~ Conditions NOS 2001 Min Bearing Area R1 = 0.6 in2 R2= 0.6 in2 (1.5) DL Defl= <0.01 in. Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 252 # Reaction 2 TL 252# Bm Wt Included 25 # Maximum V 252 # Max Moment 252'# Max V (Reduced) 176 # TL Max Defl L/ 240 TL Actual Defl L / >1000 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.01 Critical 2.74 1.76 0.20 Status OK OK OK Ratio 9% 7% 4% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 120 = A Uniform Load A D D R1 = 252 R2 = 252 SPAN= 4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#2 Date: 2/09/15 Selection J 4x 8 HF #2 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 2.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 566# Reaction 2 TL 566# Bm Wt Included 12 # Maximum V 566# Max Moment 283'# Max V (Reduced) 224# TL Max Defl L/ 240 TL Actual Defl L/ >1000 Section (in3 2 Attributes ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.00 Critical 3.07 2.24 0.10 Status OK OK OK Ratio 10% 9% 2% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 560 = A Uniform Load A A ~ R1 = 566 R2 = 566 SPAN= 2 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Triplex header Bm#2A Date: 2109/15 Selection j'-4_x_8_H_F_#_2 L_u_=_0_.0_Ft __, Conditions NDS 2001 Min Bearing Area R1= 3.2 in2 R2= 3.2 in2 (1.5) DL Defl= 0.02 in Beam Span 3.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1299 # Reaction 2 TL 1299 # Bm IM. Included 18 # Maximum V 1299 # Max Moment 1604 '# Max V (Reduced) 1114 # TL Max Defl L / 240 TL Actual Defl L / >1000 Attributes Section (in8 2 ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.02 Critical 17.42 11.14 0.15 Status OK OK OK Ratio 57% 44% 15% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adiusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 300 = A Point TL Distance B = 1680 1.5 Uniform Load A Pt loads6: -----~[ID ~----~6 R1 = 1299 R2 = 1299 SPAN= 3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Triplex header Bm#3 Date: 2/09/15 Selection ~I 4_x_8_H_F_#_2 L_u_=_0_.0_Ft ~ Conditions NDS 2001 Min Bearing Area R1= 2.1 in2 R2= 2.1 in2 (1.5) DL Defl= 0.01 in Beam Span 3.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 849 # Reaction 2 TL 849# Bm Wt Included 18 # Maximum V 849 # Max Moment 637 '# Max V (Reduced) 507 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.01 Critical 6.92 5.07 0.15 Status OK OK OK Ratio 23% 20% 7% Fb si Fc.l si Reference Values 850 1.3 405 Adiusted Values 1105 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 560 = A Uniform Load A 6 6 R1 = 849 R2 = 849 SPAN= 3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#4 Date: 2/09/15 Selection [ 4x 8 HF #2 Lu= 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 4.8 in2 R2= 3.3 in2 (1.5) DL Defl= 0.06 in ~ Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1963 # Reaction 2 TL 1338 # Bm Wt Included 25 # MaximumV 1963 # Max Moment 1934 '# Max V (Reduced) 1361 # TL Max Defl L/ 240 TL Actual Defl L/ 870 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 30.66 25.38 0.06 Critical 21.00 13.61 0.20 Status OK OK OK Ratio 68% 54% 28% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 365 = A Point TL Distance Par UnifTL Start End B = 566 2.0 H =625 0 2.0 H Uniform Load A Pt loadsD: -------~[ID ~-----6 R1 = 1963 R2 = 1338 SPAN= 4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#5 Date: 2/09/15 Selection I 6x 10 HF #1 Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 6.6 in2 R2= 5.7 in2 (1.5) DL Def!= 0.13 in Beam Span 7.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 2689# Reaction 2 TL 2299# Bm Wt Included 89 # Maximum V 2689# Max Moment 5520 '# Max V (Reduced) 1973# TL Max Def! L / 240 TL Actual Def! L/ 657 Attributes Section (in8 2 ) Shear (in ) TL Def! (in) Actual 82.73 52.25 0.13 Critical 63.09 21.14 0.35 Status OK OK OK Ratio 76% 40% 37% Fb (psi) Fv (psi) E (psi X mil) Fcj_ (psi) Reference Values 1050 140 1.3 405 Adjusted Values 1050 140 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform TL: 400 = A Point TL Distance Par Unif TL Start End B = 1680 3.5 H =840 0 0.5 [8J I Uniform Load A I Pt loadsL: -I ----~[ID ~-----6 I R1 = 2689 R2 = 2299 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#5A Date: 2/09/15 Selection ~6I _x_1_0_H_F_#_1 L_u_=_0_.0_Ft ~ Conditions NDS 2001 Min Bearing Area R1= 7.0 in2 R2= 7.0 in2 (1.5) DL Defl= 0.14 in Beam Span 7.0 ft Beam Wt per ft 12.7 # Reaction 1 Tl 2849# Reaction 2 Tl 2849# Bm Wt Included 89 # MaximumV 2849# Max Moment 5750 '# Max V (Reduced) 2075# Tl Max Defl l/ 240 Tl Actual Defl l/617 Section (in5 2 Attributes ) Shear (in ) Tl Defl (in) Actual 82.73 52.25 0.14 Critical 65.72 22.24 0.35 Status OK OK OK Ratio 79% 43% 39% six mil Fc.L si Reference Values 1050 1.3 405 Adiusted Values 1050 1.3 405 Adiustments CF Size Factor 1.090 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Loads Uniform Tl: 400 = A Point Tl Distance Par UnifTL Start End B = 1680 3.5 H = 565 0 1.0 I= 565 6.0 7.0 H Uniform Load A Pt loads6: -------=rnJ '----------;6 R1 = 2849 R2 = 2849 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex deck beam Bm#6 Date: 2/09/15 Selection ~6_I x_B_H_F_#_1 L_u_=_0_.0_Ft _______, Conditions NDS 2001 Min Bearing Area R1= 2.6 in2 R2= 2.6 in2 (1.5) DL Def!= 0.28 in Beam Span 10.0 ft Beam Wt per ft 10.02 # Reaction 1 TL 1050 # Reaction 2 TL 1050# Bm Wt Included 100 # Maximum V 1050 # Max Moment 2625 '# Max V (Reduced) 919# TL Max Def! L / 240 TL Actual Def! L/ 426 Attributes Section (in") Shear (in2 ) TL Def! (in) Actual 51.56 41.25 0.28 Critical 32.31 9.84 0.50 Status OK OK OK Ratio 63% 24% 56% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 975 140 1.3 405 Adiusted Values 975 140 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 200 = A Uniform Load A L L R1 = 1050 R2 = 1050 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#6A Date: 2/09/15 Selection l~4_x_8_H_F_#_2 L_u_=_0_.0_Ft ~ Conditions NOS 2001 Min Bearing Area R 1 = 1.8 in2 R2= 1.8 in2 (1.5) DL Deft= 0.12 in Beam Span 7.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 722 # Reaction 2 TL 722# Bm Wt Included 43 # Maximum V 722# Max Moment 1263 '# Max V (Reduced) 597# TL Max Deft L / 240 TL Actual Deft L/ 728 Attributes Section (in8) Shear (in') TL Deft (in) Actual 30.66 25.38 0.12 Critical 13.71 5.97 0.35 Status OK OK OK Ratio 45% 24% 33% Fb si Fc.l si Reference Values 850 1.3 405 Adiusted Values 1105 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 200 = A Uniform Load A 6 6 R1 = 722 R2 = 722 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg# 5234-65425 2014-26 Perasso Triplex floor beam Bm#7 Date: 2109/15 Selection I 1x 16 2.0E TJ Parallam E.S. PSL Lu= 0.0 Ft Conditions NOS 2001 Min Bearing Area R1= 8.1 in2 R2= 8.1 in2 (1.5) DL Defl= 0.77 in Beam Span 20.0 ft Beam Wt per ft 35.0 # Reaction 1 TL 6850 # Reaction 2 TL 6850# Bm Wt Included 700 # Maximum V 6850# Max Moment 34250 '# Max V (Reduced) 5937# TL Max Defl L / 240 TL Actual Defl L/ 311 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 298.67 112.00 0.77 Critical 146.33 30.71 1.00 Status OK OK OK Ratio 49% 27% 77% Fb si Fcl. si Reference Values 2900 2.0 850 Adiusted Values 2809 290 2.0 850 Adiustments CF Size Factor 0.969 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 650 = A Uniform Load A 6 6 R1 = 6850 R2 = 6850 SPAN= 20 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex porch beam Bm#8 Date: 2/09/15 Selection .__I 4_x_B_H_F_#_2 L_u_=_0_.0_Ft ~ Conditions NOS 2001 Min Bearing Area R1= 2.0 in2 R2= 2.0 in2 (1.5) DL Defl= 0.05 in Beam Span 5.0 ft Beam wt per ft 6.17 # Reaction 1 TL 815 # Reaction 2 TL 815 # Bm 'M Included 31 # Maximum V 815 # Max Moment 1019 '# Max V (Reduced) 618 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in8 2 Attributes ) Shear (in ) TL Deft (in) Actual 30.66 25.38 0.05 Critical 11.07 6.18 0.25 Status OK OK OK Ratio 36% 24% 19% Fb (psi) Fv (psi) E (psi x mil) Fe (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 320 = A Uniform Load A D D R1 = 815 R2 = 815 SPAN= 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex porch beam Bm#9 Date: 2/09/15 Selection 1~4_x_1_0_H_F_#_1 L_u_=_0_.0_Ft ~ Conditions NDS 2001 Min Bearing Area R1=1.9in2 R2=1.9in2 (1.5)DLDefl= 0.40in Beam Span 14.0 ft Beam Wt per ft 7.87 # Reaction 1 TL 755 # Reaction 2 TL 755# Bm Wt Included 110 # Maximum V 755# Max Moment 2643 '# Max V (Reduced) 672# TL Max Defl L / 240 TL Actual Defl L/ 417 Section (in8 2 Attributes ) Shear (in ) TL Defl (in) Actual 49.91 32.38 0.40 Critical 27.11 6.72 0.70 Status OK OK OK Ratio 54% 21% 58% Fb si Fc..L si Reference Values 975 1.5 405 Adiusted Values 1170 150 1.5 405 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 100 = A Uniform Load A D 6 R1 = 755 R2 = 755 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex header Bm#10 Date: 2/09/15 Selection I 4x 8 HF #2 Lu= 0.0 Ft ~------------------------------~ Conditions NOS 2001 Min Bearing Area R1= 3.0 in2 R2= 3.0 in2 (1.5) DL Deft= 0.07 in Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1215 # Reaction 2 TL 1215 # Bm Wt Included 31 # Maximum V 1215 # Max Moment 1519 '# Max V (Reduced) 922# TL Max Deft L / 240 TL Actual Deft L/ 847 Attributes Section (in") Shear (in2 ) TL Deft (in) Actual 30.66 25.38 0.07 Critical 16.50 9.22 0.25 Status OK OK OK Ratio 54% 36% 28% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 480 = A Uniform Load A L 6 R1 = 1215 R2 = 1215 SPAN= 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to: Architectural Design Associates PS Reg # 5234-65425 2014-26 Perasso Triplex floor beam Bm#11 Date: 2/09/15 Selection I 7x 16 2.0E T J Parallam E.S. PSL Lu= 0.0 Ft Conditions N DS 2001 Min Bearing Area R1= 7.5 in2 R2= 7.5 in2 (1.5) DL Defl= 0.72 in Beam Span 20.0 ft Beam Wt per ft 35.0# Reaction 1 TL 6350# Reaction 2 TL 6350# Bm Wt. Included 700# MaximumV 6350# Max Moment 31750 '# Max V (Reduced) 5503# TL Max Defl L/ 240 TL Actual Defl L/ 335 Section (in3 Attributes ) Shear (in2) TL Defl (in) Actual 298.67 112.00 0.72 Critical 135.65 28.47 1.00 Status OK OK OK Ratio 45% 25% 72% six mil Fe..!. si Reference Values 2900 2.0 850 Adiusted Values 2809 2.0 850 Adiustments CF Size Factor 0.969 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Kbe = 0.0 Uniform TL: 600 = A Uniform Load A L 6 R1 = 6350 R2 = 6350 SPAN= 20 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Architectrural Design Associates, PS Reg# 5234-65425 2014-26 Perasso Triplex GARAGE DOOR HEADER Bm # 12 Date: 2/10/15 Selection I 6-3/4x 12 GLB 24F-V4 DF/DF Lu= 0.0 Ft Conditions NOS 2005 Min Bearing Area R1= 6.6 in2 R2= 6.6 in2 (1.5) DL Defl= 0.68 in Recom Camber= 1.02 in Beam Span 16.0 ft Beam Wt per ft 19.68 # Reaction 1 TL 4317 # Reaction 2 TL 4317 # Bm Wt Included 315 # Maximum V 4317 # Max Moment 17270 '# Max V (Reduced) 3778 # TL Max Defl L / 240 TL Actual Defl L/ 282 Section (in3 2 Attributes ) Shear (in ) TL Defl (in) Actual 162.00 81.00 0.68 Critical 86.38 23.61 0.80 Status OK OK OK Ratio 53% 29% 85% Fb (psi) Fv (psi) E (psi X mil) Fe -- I (psi) Reference Values 2400 240 1.8 650 Adiusted Values 2399 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Uniform TL: 520 = A Uniform Load A 6 6 R1 = 4317 R2 = 4317 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Architectrural Design Associates, PS Reg # 5234-65425 2014-26 Perasso Triplex cant fir beam Bm # )4"' I?; Date 2/10/15 Selection I s-1/4x 14 2.0E T J Parallam E.S. PSL Lu= O O Ft Lu @OH= 0.0 Ft I Conditions NOS 2005, Overhang, Uplift@ R1 MinBearingArea R1=-1.0in2 R2=9.2in2 (1.5)DLDefl= 0.35in. Data Beam Span 13.0 ft Beam Wt per ft 22.97 # Reaction 1 TL -816 # Reaction 2 TL 7806 # Bm Wt Included 379 # Maximum V 5716 # Overhang Length 3.5 ft Max Moment 18887 '# Max V (Reduced) 5503 # Total Beam Length 16.5 ft TL Max Defl L/ 240 TL Actual Defl L / 859 OH TL Actual Defl L/ 242 Attributes Section (in3 2 ) Shear (in ) TL Defl (in) OH TL Defl Actual 171.50 73.50 -0.18 0.35 Critical 79.50 28.46 0.65 0.35 Status OK OK OK OK Ratio 46% 39% 28% 99% Fb (psi) Fv (psi) E (psi X mil) Fe I (psi) Reference Values 2900 290 2.0 850 Adjusted Values 2851 290 2.0 850 Adjustments CF Size Factor 0.983 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Cl Stability @ OH 1.0000 Rb= 0.00 Le= 0.00 Ft Loads Uniform TL: 75 = A (Uniform Ld on Backspan) Point TL Distance Par Unif TL Start End I F = 5076 (OH) 3.5 K = 160 (OH) 0 3.5 Uniform Load A K Pt loads: F ~-------------------------~ 6 6 R1 = -816 R2 = 7806 BACKSPAN = 13 rr OH= 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2012 licensed to. Architectrural Design Associates, PS Reg# 5234-65425 2014-26 Perasso Triplex cant fir jsts Bm # 14 Date: 2/10/15 Selection f (2)2x10 HF#2 Lu= 0.0 Ft Lu@OH = 4.0 Ftf Conditions NOS 2005, Overhang Min Bearing Area R1 = 1.2 in2 R2= 2.2 in2 (1.5) DL Defl= 0.24 in. Data Beam Span 13.0 ft Beam Wt per ft 6.74 # Reaction 1 TL 481 # Reaction 2 TL 909# Bm Wt Included 115 # Maximum V 582 # Overhang Length 4.0 ft Max Moment 1414'# Max V (Reduced) 519 # Total Beam Length 170ft TL Max Defl L / 240 TL Actual Defl L / 664 OH TL Actual Defl L / 426 Section (in3 2 Attributes ) Shear (in ) TL Defl (in) OH TL Defl Actual 42.78 27.75 0.24 -0.23 Critical 18.26 5.19 0.65 040 Status OK OK OK OK Ratio 43% 19% 36% 56% Fb (psi) Fv (psi) E (psi X mil) Fc_l_ (psi) Reference Values 850 150 1.3 405 Adjusted Values 929 150 1.3 405 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Cl Stability@ OH 0.9941 Rb= 8.10 Le= 5.32 Ft Loads Uniform TL: 75 = A (Uniform Ld on Backspan) Par Unif TL Start End I K = 75 (OH) 0 4.0 Uniform Load A K 6 6 R1 = 481 R2 = 909 BACKSPAN = 13 FT OH= 4 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2012 licensed to: Architectrural Design Associates, PS Reg # 5234-65425 2014-26 Perasso Triplex RIM@ CANT Bm#15 Date2/10/15 Selection j 5-1I8x 16-112 GLB 24F-V4 DFIDF Lu= 0.0 Ft Conditions NOS 2005 Min Bearing Area R1=7.8in2 R2= 6.7 in2 (1.5) DL Defl= 0.77 in Recom Camber= 1.16 in Beam Span 19.0 ft Beam Wt per ft 20.55 # Reaction 1 TL 5076 # Reaction 2 TL 4358# Bm Wt Included 390 # Maximum V 5076 # Max Moment 26859'# Max V (Reduced) 4793 # TL Max Defl L/ 240 TL Actual Defl L/ 296 Section (in3 2 Attributes ) Shear (in ) TL Defl (in) Actual 232.55 84.56 0.77 Critical 137.26 29.96 0.95 Status OK OK OK Ratio 59% 35% 81% Fb (psi) Fv (psi) E (psi X mil) Fc.l (psi) Reference Values 2400 240 1.8 650 Adiusted Values 2348 240 1.8 650 Adiustments Cv Volume 0.978 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb= 0.00 Le= 0.00 Ft Loads Uniform TL 100 = A I Point TL Distance Par Unif TL Start End B = 4036 6.0 H = 85 0 6.0 C = 2087 13.0 I= 85 130 190 H I Uniform Load A I Pt loads Le---I ---~ -----[9 ----'.L I R1 = 5076 R2 = 4358 SPAN= 19 FT Uniform and partial uniform loads are lbs per lineal ft. 7821 - 168thAve. N.E. LMITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net G /JA1J ;4a Â· . q J 1Jf!1i n"' 221~~ 2~b.:,1~ J_"- ~~" b) fvAI~ :/t.;!..< /~ .. Q Lt;J/liJ/J:J:J l(,: /4L- lr'2 ~ Received OPV Â· MAR 02 2015 f>l,C> vit>{ PREPARED BY A, .f.JA. ,II 0A1 I /v1.~ PROJECT----r-r~...,,._----c-=--- SHEET NO . ..:!!.__ OF~ DATE I/ 2:J /15 sUBrncT_ii._.'~-~Â·-_-- __ B_IB=._Â· _~ __ JoBNo. o/G-llfT 7821 - 168thAve. N.E. Redmond, WA 98052 L MlTCHELL ENGINEERING INC. (425) 747-1500 mitchellengineeringinc@comcast.net 7821 - 168thAve. N.E. 'MITCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net a~ ,L 2Â°'!..- /4 79 - OJ If: ~2"-;(. 29# I.: I 240 7.s'!r 1,,,-;'i ~~: & ')r.:, 3, 71.~ 8~!J1 {!J:jJ /EA-a.! ~ h v ' â€¢ ;54t,; /tr- 4- Svpl-lk- d-12,,1,.. -td"t ~Ji,. 1~~;:;,/J:. '-Â· L2A~.._ fv1t.ld ~,.}ii.~L- f:it,qJr / '6AclL (y !e1/VJ;IJ- L~r/4l Gl;r21J; 4)11, JJ.(.;,P 13-f 1)&!k71.J .. C - 11~ I 1~ ,_ 47-'-- 142-3 PREPAREDBY' U~-,!; PROJECT 5-1&~ .,,-'-------- SHEET NO._ .J:a OF DATE !l:2.:> /)g SUBJECT JOBNO. 0 f5 -Pff I I 7821 - 168thAve. N.E. Redmond, WA 98052 I MITCHELL ENGINEERING INC. (425) 747-1500 mitchellengineeringinc@comcast.net :5)/,,AL /;;,Jr /24-,~ _: (f 1./tgJt;,jX .JI - t~~ IE 1= b,.,"1 II 11~ ~BIP.1- ~'--' J/22 ...i /!i.; ) ~ l :- 52)~ lf 2..! ;, .:- 1'5/2J::" - 4-{41 -i/j3' - 1~âœ“ t 2'' =" 52:2.. I 5-; Â· f" C/~A-r- fl.v /;1;jf'â€¢ ~""7 /5 I: /2,~tl-/7- /7/-/?-t_, GJ./tvJ !U- @1atd~ 1 - 12~ -P /73 ~ /,t! 1t1416 )1- l:..-/1.tJ . 2 15 2 2::::, + I 23 ./ 2 7 7: .!:-. i! 7 '/ Â¢.: I J' / !;J-/?..t,-, ..8 :J' 220 -:f I;; ?7 21 =- ;.7j. 7 I{/.!', /JJ .. fl. V .5- ! 2o~ /- /z :!,,,. JG J,,U_ fa -f, 3--;1-4 . (J l,tvi/2 b_ 0- L G f:tt1.!d~ JI I . "' fb4G f- I 2"1 >" I B ;, 4 'lÂ·J fa, ~ ?.. 7 -l?-4- 2 ~ s 7::,. 7 1I27:; J 7 ... I 2S2J. I 4!:.I 2t,,,J~f!4 . . 3 - !-7~7r/2712o/- /252~ 1{.!=- ~.,4- . 4/6Â· 3Â£)4-.? fl 21 r IS- 19~ 7 2s -111-f/4 o!) Â·- C â€¢........ ;j z = = = = \0"1'Â°M0l("iM := e::: 1----1---+-+--+---+---+--+--- z \0 \0 C""', ~ 1""'"""1 I -.... ....___ ,...-t c-- c-- ~ I ._, ,..... N 0 ~~~ STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE 'NITH THE 2012 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF-------------------25PSF FLOO R-----------------40 P SF LATERAL vVIND------------------EXPOSURE B, 85MPH/11 0MPH(ULT) SEISMIC--------------SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAP A CITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1 '-6" BELOW ADJACENT EXTERIOR GRADE. CAST-JN-PLACE CONCRETE: F'c=2500 PSI@ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF vVATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOvVELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION vV ALLS TO BE 5/8 INCH DIAMETER vVITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SP ACING OF 2 FEET ON CENTER. MINilvfUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORNI TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORJ.vI TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE-RETARDANT TREATED vVOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL MEET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.l REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORJ.vIANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD vVITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1 '-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRA vVINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=:36000PSI. ALL WELDING SHALL BE IN CONFORMANCE vVITH ASTM AND A WS ST AND ARDS AND SHALL BE PERFORMED BY W ABO CERTIFIED WELDERS. STRUCTURAL TllVIBER: ALL LUMBER SHALL CONFORLVJ: TO vVvVP A GRADING RULES FOR vVESTERl"\T LUMBER, LATEST EDITION. PROVIDE CUT vVASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL vVOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2------------------Fb=850 PSI 2X ROOF RAFTERS HEM-FIR#2------------------Fb=85 0 PSI 4XBEAL'vIS DOUG-FIR/LARCH #2----Fb=850PSI 6XBEAMS DOUG-FIR/LARCH #2----Fb=850PSI LUMBER NOT NOTED HEM-FIR #2------------------Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER vVITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMJ.\1ON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE vVITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BEÂ¾ INCH TONGUE AND GROOVE AP.A. RATED SHEATHING. SPAN RATING 48/24 vVITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS "WITH AN APPROVED ADHESIVE. fl. 7 WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH AP.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES vVITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTER1\1EDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLD-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED vVITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PAL"\fEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAlVIING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAL\IIS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAL\!IINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER vVITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING \VALL FRAMING: ALL DOOR AND vVINDOvV HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 vVITH ONE CRIPPLE AL"\fD ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. vVALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AL"\fD BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES vVITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MIND\IIUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRA vVINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEvV AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE MEETING I.B.C. TABLE 1607.1 FOOTNOTE i 7821 -168thAve. N. Â· MITCHELL ENGINEERING INC. Redmond, WA 980~ (425) 747-15( mitchellengineeringinc@comcast.n I I B â€¢ ,,,.,. . .:;,;>~ .. Q ... â€¢ s. ' :..,.. Â·~~,..- . -.,:__,Â· 4?J~ ~! .,":Â· .1.' t- I â€¢-----#- â€¢) -=\!I :)J\ * ~--- - A...'' I ~- - I l-1-~.o~ ,I u I J ~-tt'~r- a PREPARED BY / J.,/,J.4. PROJECT SHEET NO. ~ OF_ DATE 172a /JS SUBJECT JOBNO. tqSâ€¢/4,-7 7821 - 168thAve. NJ: Â· MITCHELL ENGINEERING INC. Redmond, WA 9805 (425) 747-150 mitchellengineeringinc@comcast.n( I ,I , 1 ""i A \Hl P.?, j I --- 3Â·/f&.~ f~ PREPARED BY I HÂ·H PROJECT SHEETNO. _J__ OF_ 2 DATE l/ w /!!5 SUBJECT JOBNO. 'Â°/S-"/4-7 7821 - 168thAve. N. Â· MITCHELL ENGINEERING INC. Redmond, WA 980'. (425) 747-15( mitchellengineeringinc@comcast.n f' ' ,~; âž” -~ ' ,. ., --~ ... ' }Jl I~ I, ~ I : < . . \ . PREPARED BY )4,/ PROJECT 5-/PS:..r SHEET NO. _jj_ OF_ DATE J/;v/;5 SUBJECT JOBNO. D/G-/11 â€¢ I 7821 - 168thAve. 1\ MITCHELL ENGINEERING INC. Â· Redmond, WA 98( (425)747-1: rnitchellengineeringinc@comcast. .,r; ~~ ,. -1.. ~':,i ! Â·" ,<- ':"" ' ,. '";. ;;, I ._ l l \ â€¢)\ I --=- .. ' ~ ---,-r ' I dl.4- ~ ~ C, / lo~ 3_- -_~ __ PREPARED BY t !vli'4 PROJECT -7'- .SHEETNO. /2 OF_ DATE _ _,_l/4_'2_,_~/2_1G_Â· - SUBJECT JOBNO. as-147 7821 - 168thAve. N.:E MITCHELL ENGINEERING INC. Redmond, WA 9805 (425) 747-1501 mitchellengineeringinc@comcast.nc {3)td)J1 Sda.3oc ~a/0l!-10f i rf?Arc -~---, L_aâ€¢ - - .. â€¢ -.â€¢ ~. IDâ€¢ =.!..,__ ~:;- -=::-r-_, ~_ :I â€¢.re-====-==_===-==- ==-=:=Jf ---- Â· . ., t O â€¢ 4) . ,I) l - -Â· $, .t So,-;;-- . AA S55ffi'.N&S&:W22 M #Â¥9 sum MW iiÂ¥Â¥ MITCHELL ENGINEERING INC~ 7821 - 168thAve. N.E Redmorrd, WA 9805'.; WW <iN9#Â¥Â¥B,W&3S:-- 9 Sit j Â¥tiÂ§?$@ Â¥SM W&S-t-AA Â· %9!\ Â§- (425) 747-150( ,:,Â· . T 1L -Â·Â· Â·--Â·~ -Â·Â· ~ T i j J r ~\l;l\ $. n~~rr~ ~\l~\~\~Â·l/1~ ~ e-r Â·1 1,i/,,, ~11~.,';tr_, PROJECT --=----:,1,c--------- SHEET NO. !4- OF __ 3-;&~ - tq5-/47 SUBJECT JOB NOÂ·--~---~- â€¢ ea:x:-f:zz; tr! iriMPMMi&- 84 â–ºIN ibM MWN MITCHELL ENGINEERING INCa 782 I - 168th Ave. N.E Redmond, WA 9805~ 03 'Â¥ (425) 747-150( ., ' /6 7821- 168thAve. N.E. Redmond, WA 98052 (425) 747-1500 -Â· -- -- -- -- -~i --- ----- - -- --Â·- - I} ~ ...... . . Â·; Â·Â·Â·t . Â·i ÂµJcl~~ .Â·ft-Â·'. . } +<E;tJ. . ; . I ! . â€¢ i - ."t:. 'Â·. ' : : - Â·: . : ) .. -~ ' ' ., . â€¢ ' . â€¢â€¢ . , â€¢â€¢â€¢â€¢â€¢ f i I ., .. Â·i i- .. = .. ~-Â·Â· l '(' â€¢â€¢ ; I \-Â·â€¢â€¢ .,\ .â€¢â€¢ L_ _:. - . . .. i ' { i ! . ' t - . - . .. .; .. -~ .. 'ALLJ.u.G . f;!:.J.iid / , . 1t/ !&cl u,UH,,~I j . ., :_ j_/4 /L 5' Â·- i .. ,, . , - . Â·; - 5c Ti(?;_/ * B PROJECT -37_-_lt&_;,t_____ SHEET NO. /tp OF;_â€¢ 'REPARED BY Âµ~ )ATE -;fe~]g SUBJECT JOB NO. b/5'~/~7 . . ---------- 7821 - 168thAve. N. Â· MITCHELL ENGINEERING INC. Redmond, WA 980 (425) 747-15 mitchellengineeringinc@comcast.r N I IL f3lbc,7],:;j .J ~ PREPARED BY I !j:J! PROJECT 3-(Pj:_,'- SHEETNO. /7 OF_ 0 DATE I ffe '15 sUBJEcT ros No. 1 G -I// 7 ' 7821 - 168thAve. N.: Â· MITCHELL ENGINEERING INC. Redmond, WA 980'. (425) 747-15( mitchellengineeringinc@comcast.n J0jc241 ~Â· ~ 2r r21J f Â·t 3-tllr to. PREPARED BY I ~r-1 PROJECT SHEET NO. ~ OF_ DATE l/7~/15 SUBJECT JOB NO. c/SÂ·/{-7 l , â€¢ -,,>ii\ 5/00-.:-W\i& l/l!lâ€¢lâ€¢HilMlltâ€¢IWilliiâ€¢\\fflillÂ§fflll,llAIIMJi/11111111- 'l"ii@ll@lll'l liiWlilii<#Mlll!/iwMI MITCHELL ENGINEERING INC9 7821 - 168thAve. N.E. Redmond, WA 98052 -r\1Â§JfR41iWAR4& +t5@Wl!@Miif4tW-'AW&iSbDAffi"S9ZHititi!MlffilW/ilii1Â¥4$&itt#iS trnÂ±iW@MiiiM@fl#WW (425) 747-1500 .._,,Â· ; .,,,, (&Je41~,c Â·,: ..;' .. Â·. 2,;. V;,~(d.- w/ {?) ~1.ad ,a ... ~âœ“,A,tt; 7 /,,. 0Âµ!:Aie- WALL. /_ o~ \-1~-1dE,-~ _ ftJk.)}t@LLLk,5'--1->....J+. . -Â·; ,._.,,. PREPARED BY_-+----+--- PROJECT 3-/P~r SHEET NO._ )Cj OF_ SUBJECT JOB NO. qs-141 7821 - 168thAve. N.l Â· MITCHELL ENGINEERING INC. Redmond, WA 980: (425) 747-15( rnitchellengineeringinc@comcast.n ll ~ I I PREPARED BY Âµ i PRoJEcT :f- lP1z-;,4 sHEErNo. Jo oF_ DATE !f#ij5 SUBJECT JOBNO. CJ/GÂ·/47 g;gg fNÂ¥8WiÂ¥6 MY&&H& 14 &&tiiitM !MWSNMt taro MiriN 7821 - 168th Ave. N.E. Â· MITCHELL ENGINEERING INC e Redmond, WA 98052 ( 425) 747-1500 ....- I 0Ja 4 :;_.,c ,oer....?\ # ; I ----,---- PROJECT 3-_-_//l_'4 SHEET NO. 2/ OF_ SUBJECT JQB NO. 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