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Home My WebLink About3610 187TH PL NE_BLD1022_2026 Peter Chopelas, PE Engineering &Design Services 307 North Olympic Ave, Suite#308 Arlington, WA 98223 (360) 653-4615 Chopelasandassociates@gmail.com June 18, 2016 Ramon Lopez 3610 1871h Place NE Arlington WA 98223 Project: 12 ft wide rear deck roof at the above address The lateral and vertical loads were analyzed for the subject building addition according to the requirements of the 2012 International Building Code(ASCE 7-10). The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Roof Snow load: 25 PSF Floor: Pavers or Slab-on-grade Roof type/weight: composistion/8 PSF Basic wind Speed: 110 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Soil Bearing capacity: 2,000 PSF Lateral loads can be fully braced to the home with continuous sheathing fully nailed to the framing and the ledger along the edge of the roof. This only adds a total of about 400 lbs lateral seismic loading to the home, which the existing home shear walls are more than adequate to support. 12" square footings can be precast purchased deck-pads,placed at ten foot spacing. If you have any questions or are in need of further assistance please feel free to call. f'• � r, yv ri �. OFFICE COPY tip. f 7 4 J CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED Peter Chopelas PE DATE 45 BY —2z? NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Pr(Oct Location: RFT2 � ± Peter Chopelas tee° Roof Rafter Chopelas and associates [2012 International Building Code(2012 NDS)] ,,, 307 N.Olympic Ave,suite 208 1.51Nx7.251Nx13.0FT(12+1)@240.C. !.Arlington,WA 98223 °f #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 Section Adequate By:23.5% 6/18/2016 10:06:34 PM Controlling Factor:Moment DEFLECTIONS Center Rioht LOADING DIAGRAM Live Load 0.41 IN U367 0.00 IN 2U7772 Dead Load 0.13 in 0.00 in Total Load 0.54 IN U276 0.00 IN 2Ulnfinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 150 plf 300 lb Upper Dead Load @ A 50 plf 99 lb Upper Total Load @ A 200 plf 399 lb Lower Live Load @ B 176 plf 352 lb Lower Dead Load @ B 59 plf 117 lb Lower Total Load @ B 235 plf 469 lb RAFTER SUPPORT DATA 12 ft B ft ] A B Bearing Length 0.66 in 0.77 in RAFTER DATA Interior Eve RAFTER LOADING Span Length 12 ft 1 ft Uniform Roof Loading Rafter Pitch 3.5 :12 Roof Live Load: LL= 25 psf Roof sheathing applied to top of joists-top of rafters fully braced. Roof Dead Load: DL= 8 psf Sheathing/sheetrock applied to bottom of joists-bottom of rafters fully braced. Slope Adjusted Spans And Loads Roof Duration Factor 1.15 Interior Span: L-adj= 12.5 ft Peak Notch Depth 0.00 Eave Span: L-Eave-adj= 1.04 ft Base Notch Depth 0.00 Rafter Live Load: wL-adj= 46 plf Eave Live Load: wL-Eave-adj= 46 plf MATERIAL PROPERTIES Rafter Dead Load: wD-adj= 15 plf #2-Hem-Fir Rafter Total Load: wT-adj= 61 plf Base Values Adjusted Eave Total Load: wT-Eave-adj= 61 plf Bending Stress: Fb= 850 psi Fb'= 1349 psi Cd=1.15 CF=1.20 Cr-1.15 Shear Stress: Fv= 150 psi Fv'= 173 psi Cd=1.15 iv1cdU1uS of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.-L to Grain: Fc--L= 405 psi Fc- 405 psi Controlling Moment: 1196 ft-lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -387 lb 11.52 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Rea'd Proyfded Section Modulus: 10.64 in3 13.14 in3 Area(Shear): 3.36 in2 10.88 in2 Moment of Inertia(deflection): 31.15 in4 47.63 in4 Moment: 1196 ft-lb 1477 ft-lb Shear: -387lb 1251 lb NOTES l Prc6act: rafter ( �.. d Location: MSRB1 p ^-` Peter Chopelas Multi-Span Roof Beam $G ;. Chopelas and associates / [2012 International Building Code(2012 NDS)] 307 N. Olympic Ave,suite 208 Arlington,WA 98223 3.5 IN x 7.25 IN x 10.0 FT #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 Section Adequate By:10.2% 6/18/2016 10:38:04 PM Controlling Factor:Moment DEFLECTIONS l^enter LOADING DIAGRAM Live Load 0.27 IN U440 Dead Load 0.09 in Total Load 0.37 IN U327 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 REACTIONS 0 ]a Live Load 875 lb 875 lb Dead Load 304 lb 304 lb Total Load 1179 lb 1179 lb Bearing Length 0.83 in 0.83 in BEAM DATA Center Span Length 10 ft Unbraced Length-Top 0 ft �— Unbraced Length-Bottom 10 ft q soh Roof Pitch 0 :12 B Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING Center MATERIAL PROPERTIES Roof Live Load RLL= 25 psf #2-Hem-Fir Roof Dead Load RDL= 8 psf Base Values -,'uste Roof Tributary Width Side One TW1 = 6 ft Bending Stress: Fb= 850 psi Fb'= 1271 psi Roof Tributary Width Side Two TW2= 1 ft Cd=1.15 CF=1.30 Wall Load WALL= 0 if Shear Stress: Fv= 150 psi Fv'= 173 psi BEAM LOADING Center Cd=1.15 Total Live Load 175 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Total Dead Load(Adjusted for Roof Pitch) 56 pif Comp,1 to Grain: Fc--L= 405 psi Fc-1'= 405 psi Beam Self Weight 5 plf Controlling Moment: 2947 ft-lb Total Load 236 plf 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1179 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 27.83 in3 30.66 in3 Area(Shear): 10.25 in2 25.38 in2 Moment of Inertia(deflection): 61.19 in4 111.15 in4 Moment: 2947 ft-lb 3247 ft-lb Shear: 1179 lb 2918lb NOTES Peter Chopelas, PE Engineering &Design Services - rnpy 307 N. Olympic Ave, suite 208 CITY OF ARLINGT N Arlington, WA 98223 (360) 653-4615 Cho elasandassociates gmail. om BUILDING DEPARTMENT va. ►o r.1 � P�� P/ 11D � � DAT BY ALO i f '7 -t � N CH NGE- AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR 4 tl V2 C Dy, Pfa Y Wuo b �>2 7/1� D.S PVC-L b ; begs t 2 3 ► ? m I►J. 2 SV2j- � o` C,.aif'n f RESIDENTIAL PERMIT APPLICATION > Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • 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. Project Address: _�3 6 /a t 0 7T'h AJ 6 Plat: ❑Single-family ❑ Duplex ❑ Townhouse ❑ Addition JQ Accessory structure Proposed Area: 1 St Floor 2"d Floor Garage Total SF .4 B C Describe Proposal (include cross street): Valuatio I Owner: Kq�ylOh� i� P �Z Address: City:_ State: Zip Code: Phone: Email: Applicant: Address: City: State: Zip Code: Phone: -Yi-{l) ( a-- Email: Contractor: Address: City: State: Zip Code: Phone: Email: License Number: Expiration: Rev 2013 RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Gas Piping Information Not Applicable: f . Pipe Material: Pipe Size: Distance From Meter to Furthest Appliance: Total BTU's of all Appliances: • 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 • Proper Combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: - — I . CD �- Date: 3r' Print Applicants Name: IS-W.6--► (0 i; Received MAY 2 3 2 U bdL ) Rev 2013 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:3610 187th Place NE Permit#: 1022 Parcel#:01032400000500 Valuation:2313.00 OWNER APPLICANT CONTRACTOR Name:LOPEZ JESSICA/RAMON Name:Ramon Lopez Name: Address:3610 187TH PL NE Address:3610 187th Place NE Address: City,State Zip:ARLINGTON,WA 98223-4248 City,State Zip:Arlington,WA 98223 City,State Zip:, Phone: Phone:360-440-1072 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING 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 IS 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. IBC110/IRC1 10. SALES TAX NOTICE:Sales 18X reIR11604n construction and construction materials in the City of Arlington must be reported on your sales tax return form and oded ity of Arlington g3T01.V L--� .2 S3 alum Print Name Date Released By Da CONDITIONS Adhere to approved plans. 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 5/27/2016 Building Permit Fee $114.73 5/27/2016 Building Plan Review Fee $74.57 Total Due: $189.30 Total Payment: $0.00 Balance Due: $189.30 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon D CITY OF ARLINGTON 4 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:3610 187th Place NE Permit#:1022 Parcel#:01032400000500 Valuation:2313.00 OWNER APPLICANT CONTRACTOR Name:LOPEZ JESSICA/RAMON Name:Ramon Lopez Name: Address:3610 187TH PL NE Address:3610 187th Place NE Address: City,State Zip:ARLINGTON,WA 98223-4248 City,State Zip:Arlington,WA 98223 City,State Zip:, Phone: Phone:360-440-1072 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2012 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING 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 IS 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. SALES TAX NOTICE:Sales tax re construction and2coslruction materials in the City of Arlingt n must be reported on your sales tax return form and coded City of Arlington#310 < '00d /� Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZE 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 6/23/2016 Building Permit Fee $114.73 6/23/2016 Building Plan Review Fee $74.57 Total Due: $189.30 Total Payment: $189.30 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon w PI R ., z Received Ll 4MAY 2 3 2016 Z.o a- A ns y o _ e - 4 i i 1 $a L r � _ CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 . PHONE; (360)403-3551 BUILDING PERMIT Address:3610 187th Place NE Permit#:1022 Parcel#:01032400000500 Valuation:2313 00 OWNER APPLICANT CONTRACTOR Name:LOPEZ JESSICA/RAMON Name:Ramon Lopez Name: Address:3610 187TH PL NE Address:3610 187th Place NE Address: City,State Zip:ARLINGTON,WA 98223-4248 City,State Zip:Arlington,WA 98223 City,State Zip:, Phone: Phone:360-440-1072 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING 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 IS 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. IBC110/IRCI 10. SALES TAX NOTICE:Sales tax rel construction and co materials in��7c Mingmust be reported on your sales tax return form and coded City of Arlington#3101. 401, Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. 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 6/23/2016 Building Permit Fee $114.73 6/23/2016 Building Plan Review Fee $74.57 Total Due: $189.30 Total Payment: $189.30 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon � ' ti Peter Chc_ Aas, PE Engineering &Design Services 307 North Olympic Ave, Suite#308 Arlington, WA 98223 (360) 653-4615 Chopelasandassociates@gmail.com June 18, 2016 Ramon Lopez 3610 187th Place NE Arlington WA 98223 Project: 12 ft wide rear deck roof at the above address The lateral and vertical loads were analyzed for the subject building addition according to the requirements of the 2012 International Building Code(ASCE 7-10). The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Roof Snow load: 25 PSF Floor: Pavers or Slab-on-grade Roof type/weight: composistion/8 PSF Basic wind Speed: 110 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Soil Bearing capacity: 2,000 PSF Lateral loads can be fully braced to the home with continuous sheathing fully nailed to the framing and the ledger along the edge of the roof. This only adds a total of about 4001bs lateral seismic loading to the home,which the existing home shear walls are more than adequate to support. 12" square footings can be precast purchased deck pads,placed at ten foot spacing. If you have any questions or are in need of further assistance please feel free to call. Received ~ JUN 2 3 2016 OFFICE COPY 2797� CITY OF ARLINGTON zw BUILDING DEPARTMENT APPROVED Peter Chopelas PE DA NO CHANGES AUTHORIZED UNLESS APPROVED BY THB BUILDING INSPECTOR pp s l r a�rrt--�peMs�tMPo..� ..-.wM'r+w�,.wwu-. -�.�, (!.. ` s -�ue�r,M.vtWF':. .:��x�L'-.R,,'.>rtA.w.Pfr:�TvnV'�9Vn�M.n\�."yR.v,w. � . iy Pr( z)ct: Peter lelas aa9e Location: RFT2 and associates 307 N.Olympic Roof Rafter 307 N.Olympic Ave,suite 208 � [2012 International Building Code(2012 NDS)] ' a:Arlington,WA 98223 1.5 IN x 7.25 IN x 13.0 FT(12+1)@ 24 O.C. #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 6/18/2016 10:06:34 PM Section Adequate By:23.5% Controlling Factor:Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.41 IN U367 0.00 IN 2U7772 Dead Load 0.13 in 0.00 in Total Load 0.54 IN U276 0.00 IN 21Jlnfinity Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 150 plf 300 lb Upper Dead Load @ A 50 plf 99 lb Upper Total Load @ A 200 pif 399 lb Lower Live Load @ B 176 plf 352 lb Lower Dead Load @ 8 59 plf 117 lb _ Lower Total Load @ B 235 plf 469 lb RAFTER SUPPORT DATA A 12 n A_ B Bearing Length 0.66 in 0.77 in RAFTER DATA Interior Eave RAFTER LOADING Span Length 12 ft 1 ft Uniform Roof Loading Rafter Pitch 3.5 :12 Roof Live Load: LL= 25 psf Roof sheathing applied to top of joists-top of rafters fully braced. Roof Dead Load: DL= 8 psf Sheathing/sheetrock applied to bottom of joists-bottom of rafters fully braced. Slope Adjusted Spans And Loads Roof Duration Factor 1.15 Interior Span: L-adj= 12.5 ft Peak Notch Depth 0.00 Eave Span: L-Eave-adj= 1.04 ft Base Notch Depth 0.00 Rafter Live Load: wL-adj= 46 plf Eave Live Load: wL-Eave-adj= 46 plf MATERIAL PROPERTIES Rafter Dead Load: wD-adj= 15 plf #2-Hem-Fir Rafter Total Load: wT-adj= 61 plf Base Values Adiusted Eave Total Load: wT-Eave-adj= 61 plf Bending Stress: Fb= 850 psi Fb'= 1349 psi Cd=1.15 CF=1.20 Cr-1.15 Shear Stress: Fv= 150 psi Fv'= 173 psi Cd=1.15 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.1toGrain: Fc--L= 405 psi Fc--I-'= 405 psi Controlling Moment: 1196 ft-lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -387 lb 11.52 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Proyided Section Modulus: 10.64 in3 13.14 in3 Area(Shear): 3.36 in2 10.88 in2 Moment of Inertia(deflection): 31.15 in4 47.63 in4 Moment: 1196 ft-lb 1477 ft-lb Shear: -387lb 1251 lb NOTES Prc act:rafter t;—, . -4,Peter elas Location: MSRB1 Chopela�and associates Multi-Span Roof Beam _ 307 N.Olympic Ave,suite 208 [2012 International Building Code(2012 NDS)] Arlington,WA 98223 3.5 IN x 7.25 IN x 10.0 FT -+ #2 -Hem-Fir-Dry Use StruCalc Version 9.0.2.5 6/18/2016 10:38:04 PM Section Adequate By:10.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.27 IN U440 Dead Load 0.09 in Total Load 0.37 IN U327 Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 875 lb 875 lb Dead Load 304 lb 304 lb Total Load 1179 lb 1179 lb Bearing Length 0.83 in 0.83 in BEAM DATA Center Span Length 10 ft - Unbraced Length-Top 0 ft loft Unbraced Length-Bottom 10 ft A g Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING Center MATERIAL PROPERTIES Roof Live Load RILL= 25 psf #2-Hem-Fir Roof Dead Load RDL= 8 psf Base Values Adjusted Roof Tributary Width Side One TW1 = 6 ft Bending Stress: Fb= 850 psi Fb'= 1271 psi Roof Tributary Width Side Two TW2= 1 ft Cd=1.15 CF=1.30 Wall Load WALL= 0 plf Shear Stress: Fv= 150 psi Fv'= 173 psi BEAM LOADING Center Cd=1.15 Total Live Load 175 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Total Dead Load(Adjusted for Roof Pitch) 56 plf Comp.L to Grain: Fc-L= 405 psi Fc--L'= 405 psi Beam Self Weight 5 plf Total Load 236 c I f Controlling Moment: 2947 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1179 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 27.83 in3 30.66 in3 Area(Shear): 10.25 in2 25.38 in2 Moment of Inertia(deflection): 61.19 in4 111.15 in4 Moment: 2947 ft-lb 3247 ft-lb Shear: 1179 lb 2918lb jNQTES i . ' `�I Peter Chl "alas, PE Engineering &Design Services 0EE1 C y 307 N. Olympic Ave, suite 208 CITY OF ARLINGTON Arlington, WA 98223 BUILDING DEPARTMENT A (360) 653-4615 Cho elasandassociates@gmail. om ROVE D D (Lo0 DATE_ BY Ga P7 7A TL ti C N CH NGES AUTHORIZED J'aft ICJ ,�'J UNLESS APPROVED BY THE V ' L BUILDING INSPECTOR t _ Vz LDY,- (SLYWwC) 7/4. DSF C� 5 'T l�3Cf tj)�tL- USIA / cityD PELb �A,---- r? -6 Aauic- t,.,m�) 2Xg t 2 'Z I/Z M I t_SV s1Mt'Sa�J 02 Lssv2F �z 65,Z �rJ 1°z "L — ltivbl7 a� 1,t6:TAL S'l PS Vol eA9V Z)C. W C,ALV..NWLS OL w zj �— )W50 6A w4tL St7,UD fin n 1 651 p� f ' I ~Vi1w 1 i : 10 �►r�i�✓i l�lei. T ;�T. CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:3610 187th Place NE Permit#:1022 Parcel#:01032400000500 Valuation:2313.00 OWNER APPLICANT CONTRACTOR Name:LOPEZ JESSICA/RAMON Name:Ramon Lopez Name: Address:3610 187TH PL NE Address:3610 187th Place NE Address: City,State Zip:ARLINGTON,WA 98223-4248 City,State Zip:Arlington,WA 98223 City,State Zip:, Phone: Phone:360-440-1072 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2012 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING 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 IS 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. IBCI10/IRCI10. SALES TAX NOTICE:Sales tax construction and construction materials in the City of Arlington must be reported on your sales tax return form and r7 ty of Arlington#3?01 aturc Print Name Date Released By Da CONDITIONS Adhere to approved plans. 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 5/27/2016 Building Permit Fee $114.73 5/27/2016 Building Plan Review Fee $74.57 Total Due: $189.30 Total Payment: $0.00 Balance Due: $189.30 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Dlv S 7 zl. 57 Permit Information Date 5/24/2016 Permit Number 1022 Project Name Lopez Applicant Name Ramon Lopez Applicant Address 3610 187th Place NE City, State,Zip Arlington,WA 98223 Contact Ramon Lopez Phone 360-440-1072 Email Permit Type Residential Accessory Structure Site Address 3610 187th Place NE Valuation 2313.00 Status Applied Permit Issued Permit Expires Square Feet 32 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Cover for Rear Patio Assigned To Launa Peterson Property . . Owner Information Parcel#:01032400000500 LOPEZ JESSICA/RAMON LOPEZ JESSICA/RAMON 3610 187TH PL NE 3610 187TH PL NE ARLINGTON,WA 98223-4248 Review Date Type Description Target Date Completed Date Assigned To St2tUS /24/2016 Residential Accessory Structure 13/2016 Kevin Olander p roved Notes Note 5/24/2016 Contractor is by Owner-Ip Uploaded FilesUpload File Date File 5/24/201610:26:30AM 11022 SitePlan.pd_f 5/24/2016 10:26:30 AM 1022_Application pdf RESIDENTIAL ZONING , VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 (Please allow 72 hours for review) Project Address: Plat: Owner/Applicant: Address: T,D 7, 11 Z City: ��ti State: M Zip Code: Phone: C- C' f l " Email: L(Jt"C� --r Describe Proposal (include cross street): Please check one: ❑ Single-family dwelling ❑ Duplex ! ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) {� L) 7 H) Total SF) y,�12 2. Allowed Lot Coverage: Total Lot Size�SF x 35% =ZSF 3. Actual Lot Coverage: (SF of all structures') 1 ( _ (lot size) _ 4. Septic Tank? ❑Yes ❑No Private Well on Site? ❑Yes ❑No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Received Qi Fire Sprinkler System MAY 2 3 2016 E 1 Medical Equipment ❑� Lawn Sprinkler System 'Z_0 Y�_ , 1O?J. DI Livestock Drinking Tanks ElDecorative Pond/Fountain ❑ Hot Tub Re-circulating Heating System Swimming Pool Other Applicant Signature: r ; '•-rC. /; ; �' Date: 1 This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered patios, and decks permitted by the building code. Rev 04/2013 ' RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • 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. Project Address: / 1877 , j7L 46 Plat: ❑Single-family ❑Duplex ❑ Townhouse ❑ Addition Accessory structure Proposed Area: 15' Floor 21111 Floor Garage Total SF — Describe Proposal (include cross street): Valuatio Owner: PA/Mbnd fi.0 P EZ Address: City: State: Zip Code: Phone: Email: Applicant: a-&f D j g_7 4 t4 , P/_ Address: City: State: Zip Code: Phone: U140 I M)- Email: Contractor: Address: City: State: Zip Code: Phone: Email: License Number: Expiration: Rev 2013 RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x ❑ Shower(2.0) \%lumbing ❑ Lavatory(1.0) x ET Clothes Washer( ❑ Water Closet(2.5) x ❑ Dishwasher(1.5) ❑ Water Heater x ❑ Hose Bibb (2.5) ❑ Other(list) Section Continued Proposed Water Piping Size: Proposed Piping Material: Proposed DWV Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmosphe 'c Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Press Reducing Valves (PRV) Mechanical Section (continue filling out if mechani,6ql equipment is involved) Select proposed appliances: ❑ Furnace (80+) ❑, Fireplace Insert Outdoor BBQ ❑ Heat Pump ❑ Freestanding Stove ❑ dronic Piping ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ PV ystem LJ Boiler ❑ Gas Piping ❑ Stora a Tank 11 AC Unit ❑ Solid-Fuel Appliance ❑ Other Rev 2013 RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone (360)403-3551 Gas Piping Information Not Applicable: EX Pipe Material: Pipe Size: Distance From Meter to Furthest Appliance: Total BTU's of all Appliances: • 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 • Proper Combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature '�� - Date: �^ 'P 3— Print Applicants Name: Received MAY 2 3 2 U i �L� l bZ2 Rev 2013 � '_' (' t �� l 1 �I` i ---�. i � QL 4.1 --------------- - 7------- ----------- At . N V) 0 Lai Jae n u. C> 4 K 5 Received 201R Z'Z— o� 3 4 • rya fi a- .� a s `�" ' L� .-`, i r.�'�,c�•t ~. EmsJl AR r :--•� _ S f 97 0 � _ �-� to mo � � �•l . 3 ? —_ 41 ?- q,. ow y - 7 t TS GT A6- J 050 Received 016 r - r _ Received MAY 2 3 2016 0 Z Z w � o : o o - 0 0 r' r• w� r, rr r � ;;' , • 'r f I' .. t: u i ' c - ��' .». e 1 0 I I , I Y•♦ t -� � I I xReceived --=. ._ _ - .._.._.. .._... I MAY 2 3 2016 1 it Permit#: 1022 Permit Date: 05/24/16 Permit Type: ACCESSORY STRUCTURE Project Name: Lopez Applicant Name: Ramon Lopez Applicant Address: 3610 187th Place NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ramon Lopez Phone: 360-440-1072 Email: Scope of Work: Cover for Rear Patio Valuation: 2313.00 Square Feet: 32 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/23/2016 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 01032400000500 3610 187TH PL NE LOPEZ 111 Single Family JESSICA/RAMON Residence-Detached Plan Reviews Date Review Type Description Assigned To Review Status 05/24/2016 ASSESSORY STRUCTURE BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $114.73 Building Plan Review Table 4-2 $74.57 Total $189.30 Attached Letters Date Letter Description 06/23/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/31/2016 Ramon Lopez 59843541 cc $189.30 Outstanding Balance $0.00 Notes Date Note Created By: 06/23/2016 Applicant chose to have plans engineered.KF Kristin Foster 05/24/2016 Contractor is by Owner-1p Launa Black Uploaded Files Date File Name 06/23/2016 1692385-1022 Permit.pdf 06/23/2016 1692357-1022 Engineered Plans.pdf 05/31/2016 1649001-1022 Issued Permit.pdf 05/24/2016 1639326-1022 Application.pdf 05/24/2016 1639327-1022 Site Plan.pdf