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Home My WebLink About304 5TH ST_BLD1906_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ,CORRECTIONS REQUIRED ❑ DO NOT OCCUPY l/ ❑ APPROVED 1l PERMIT#far,' I`J V t ❑ AM ❑ PM I DATE: JOB ADDRESS:/ �i' f �- i LOT#: PROJECT: TYPE OF INSPECTION: lh,_ hl OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION !'I�IL� _r2_/C t ea_ajlVas A) l" O S t= THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE .®. p PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON o � NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY (7 APPROVED PERMIT#: LOT#: I DATE: JOB ADDRESS: , f'..', , P<I I v-tv TYPE OF INSPECTION:FvAnl, ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE WILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON "�.,, IWORQ Systems Inc. Page 1 of 2 A:* CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:437 N MacLeod Avenue Permit#:1906 Parcel 4:00529900601900 Valuation:262000-00 OWNER APPLICANT CONTRACTOR Name:YO SOY LLC Name:Gonzales Design Partners Name:Certified Roofing and Construction Address:3611 168TH ST NE Address:PO Box 97 Address: 1715 7th Street City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98270 Phone: Phone:425-344-9942 Phone:425-590-7719 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC 0: F.XP: LIC H: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED TI IEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 1&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 l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded C' of Arlington#3 Signature 4 Print Nang Date Released By Date CONDITIONS See red lined drawings. 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 5/15/2018 Building Permit Fee $2,748.39 5/15/2018 Building Plan Review Fee $1,786.45 5/15/2018 Heat Pump $25 00 5/1 512 0 1 8 Mechanical Permit Base Fee $25.00 5/15/2018 Park-Community SF $1,662.00 5/15/2018 Park-Community SF ($1,662.00) 5/15/2018 Park-Mini SF $484.00 5/15/2018 Park-Mini SF ($484 00) 5/15/2018 Plumbing Permit Base Fee $25 00 5/15/2018 Plumbing Permit Fee(Enter Fixture Fee) $180.00 5/15/2018 Processing/Technology Fee $25.00 5/15/2018 State Building Code Surcharge Fee $4.50 5/15/2018 Traffic Mitigation-City $3,355.00 5/15/2018 Traffic Mitigation-City ($3,355.00) 5/15/2018 Water Heater $25.00 https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=HDEDRNRRM... 5/15/2018 IWORQ Systems Inc. Page 2 of 2 Total Due: $4,844.34 Total Payment: $O.OD Balance Due: 54,844.34 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 https://www.iworq.net/iworq/permit/popupPennitEditLetterPrint.asp'?sid=HDEDRNRRM... 5/15/2018 .1 F 0 R T E ' MEMBER REPOT° ') Level,Floor.Flash Beam PASSED 1 piece(s) 3 1I 2" x 117/8" 24F-V4 DF Glulam Overall Length:11' 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 l option Allowed Rerun LDP Load:Comb-motion(Pattern) System:Fim Member Reaction Ibs) 3227 @ 2" 3189(2.25") Passed(1010%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2523 @ 1'3 3/8" 7343 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 8506 @ 5'4 3/4" 16452 Passed(52%) 1.00 1.0 D+1.0 L tk1 Spans) Building Code,.IBC 2015 Live Load Defl.(in) 0.139 @ 5'6" 0.267 Passed L/920 -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl. in 0.198 @ 5'6" 0.533 Passed L/646 -- 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1-/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 10'10"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'10"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'8". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS. Beariin9 Length loads 6o Supports Pbs) Supports Tamil Available Required Dead P11oo�r To Aocfssori� 1-Stud wall-HF 3.50" 2.25" 2.28" 979 2310 3289 1 1/4"Rim Board 2-Stud wall-HF 3.50" 2.25" 2.28' 979 2310 3289 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Roar live Loads Location(Side) WKM (0.90) (1.00) Cow errI 0-Self Weight(PLF) 1 1/4"to 10'10 N/A 10.1 1-Uniform(PSF) 0 to 11'(Front) a' 12.0 30.0 Restdenbal 2-Uniform(PSF) 0 Ito 11'(Back) 6• 12.0 30.0 Member Notes Flush floor beam at living/dining opening Weyerhaeuser Notes i SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator `` 10T_ Received I�UN 12 2018 t�lt7 Iq�� Forte Software Operator Job Notes 6/6/2018 12:20:24 PM Muth Gonzales Foi-ie v5.4,Design Engine.V7.1.1.3 Gonzales Design Partners Sercfro-Mcloocf residences-interior.4fe (425t 344.9942 Gon,ale=DesignPart^.ers,,5)hotmail ocm Page.1 of 1 �� l •� t _ ' �� %! F 0 R T E SOLUTIONS RE"_�T Level,Fbor Flush Beam ) PASSED Current Solumn: : 1 piece(s)3 1/2"x 117/8" 24F-V4 DF Glulam Overall Length:11' o o I` - Ir All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual 0 ll...bon ARosed Readt LDF I System:Floor Member Reaction(Its) 3227 @ 2" 3 789 Passed(101%) — Member Type:Flush seam 7 ntial Shear(Ibs) 2523 @ 1'3 318" 7343 Passed(349/.) 1.00 f 9uildng use:: IBC 201 Pos Moment(Ft-Ibs 8506 @ 5'4 3/4" 16452 Passed(52%) 1.00 Design Code: IBC:AS Live Load Defl.(in) 0.139 @ 5'6" 0.267 Passed(t'920) — McUtOd010gy aSo Total Load Defl.(in) 0.198 @ 5'6- 0.533 Passed(L/646) L - All Product Solutions -- — Depth Series Plies Wood Volume 9 1/2" 3 1/2"24F-V4 OF Glulam 1 59.85 10 1/2" 3 1)2"24F-V4 DF Glulam 1 66.15 11 7/8" 3 1/2"24F-V4 OF Glulam 1 74.81 9" 5 112"24F-V4 OF Gfufam 1 89.10 9 1/2" 5 1/2"24F-V4 OF Glulam 1 94.05 10 1/2" 15112'24F-V4 DF Wam l aD3.95 t t 11 7/8" 5 1/2"24F-V4 DFGluiam 1 117.56 9 1/2" 6 x Douglas Fir-Larch No. 1 1 83.60 11 1/2" 6 x Douglas Fir-Larch No. 1 1 101.20 11 1/2" 6 x Douglas Fir-Larch No. 2 1 82.22 11 1/2" 6 x Hem-Fir No. 1 1 82.22 The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an individuhl Member Report forsubmittal purposes. Forte Software Operator _ Job Notes 6/6/2018 12:19:55 PM Ruth Gonzales Forte v5.4,Design Engine:V7.1 A.3 Gonzales Design Partners Sergio-Mcleod residences-interior4te (425)344-9942 GonzaiesDesignPartners@hotmaii corn Page 1 of 1 ' 1 I I I 1 iA F 0 R C MEMBER REPOF' 1 Level, Wa#-Header PASSED I i� 1 T G 1 piece(s) 5 1/2" x 14" 24F-V4 DF Glulam Overall Length: 16'10" 0 0 1fi'3" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Lorafim Allowed Result LDF load:CoKAAm tfon(Painem) System:Wall Member Reaction(Ibs) 4862 @ 2" 12513(3.50") Passed(39%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 4418 @ 1'5 1/2" 12243 Passed(36%) 0.90 1.0 D(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 32367 @ 8'1 1/2" 3234D Passed(100%) 0.90 1.0 D(M Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.022 @ 8'5" 0.550 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Dell.(in) 0.602 @ 8'4 114" 1 0.825 1 Passed(L/329) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 16'10"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'10"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'6" The effects of positive or negative camber have not been accounted for when calculating deflection, The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS. 11111111111111111111ing Length Lords to Supports(lbs) SupportsTrial Available Required Dead � Total Accessories 1-Trimmer-HF 3.50" 3.50" 1.50" 4609 253 4862 None 2-Trimmer-HF 3.50" 3.50" 1.50" 4369 253 4622 None Tributary Dead Floor Live Loads Location(Side) W-M m (0.90) (LOD) Comments 0-Self Weight(PLF) 0 to 16'10" N/A 18.7 1-Uniform(PSF) 0 to 16'10" 1' 12.0 30.0 Resit 2-Uniform(PLF) 0 to 16'10" N/A 100.0 3-Point(1b) 8'1 1/2" N/A 6778 Member Notes T garage door header Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disctatms any other warranbes related W the software.US of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ^�^ Job Notes 615/2018 7:51:08 PM Ruth Gonzales Forte v5.4,Design Engine:V7.1.1.3 Gonzales Design Partners Sergio-Mcleod residences-intel-ior.4te (4251344-9942. G -ail .,. Page 1 of 1 I 7 �A I I �� ,F 0 R T E SOLUTIONS RE -T Level, Wal..-Header '� PASSED Current Solution: : 1 piece(s) 5 1/2"x 14" 24F-V4 De Glulam Overall Length:16'10" 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location _ Alkwoea ees,ic Ulf System:wall Member Reaction(Ibs) 4862 @ 2" 12513 51 Passed(39%) — Member Type:Header Shear(Ibs) 4418 @ 1'5 1/2" 12243 Passed(36%) 0.90 &rildi Use=Residential 015 Pos Moment(Ft-Ibs) 32367 @ 8'1 1/2" 32340 Passed 100%) 0.90 Buildinng g Code:Methodology :IBC AsoDesign Live Load Defl.(in) 0.022 @ 8'S" 0.550 Passed(LJ999+) — Total Load Defl.(in) 0.602 @ 8'41/4" 0.825 Passed(L/329) -- All Product Solutions - — - -- — -- Depth Series Piles Wood Volume 18" 3 1/2"24F-V4 DF Glulam 1 113.40 19 1/2" 3 1/2"24F-V4 DF Glulam 1 122.85 21" 3 1/2"24F-V4 DF Glulam 1 132.30 22 112" 3 112"24F-V4 DF Glulam 1 141.75 2400 3 1/2"24F-V4 DF Glulam 1 151.20 14" 5112"241+-V44 DF G Darn 1 138.60 15" 5 1/2"24F-V4 DF Glulam 1 148.50 16" 5 1/2"24F-V4 DF Glulam 1 158.40 16 1/2" 5 1/2"24F-V4 DF Glulam 1 163.35 18" 5 1/2"24F-V4 DF Glulam 1 178.20 19 1/2" 5 1/2"24F-V4 DF Glulam 1 193.05 21" 5 1/2"24F-V4 DF Glulam 1 207.90 22 1/2" 5 1/2"24F-V4:DF Glulam 1 222.75 24" 5 1/2"24F-V4 DF Glulam 1 237.60 The purpose of this report is for product comparison only.Load and support Information necessary for professional design review Is not displayed here.Please print an Individual Member Report for submittal purposes. Forte Software operator Job Notes 6/5/2018 7:50:17 PM RUth Gonzales Forte v5.4,Design Engine:V7.1.1.3 Gonzales Design Partners Sergio-Mcleod residences-interior.4te (425)344-9942 GonzalesDes�gnPartners'rL]hc[maii ion: Page 1 of 1 I 1 !t� I F 0 R T E MEMBER REPOF 1 Level,Root Flush Beam PASSED 1 piece(s) 5 i/2" x 16" 24F-V4 DF Glulam Overall Length:20' 0 D I 20' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result tDF load:Combination(Pattam) System,:Roof Member Reaction(Ibs) 6732 @ 19'8" 9467(4.25") Passed(71%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 5953 @ V 9 1/2" 17879 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment Ft-ibs) 33831 @ 9'10 314" 52506 Passed(64%) 1.15 1.0 D+1.0 S(Ail Spans) Building code.IBC 2015 Live Load DeFl. in 0.256 @ 10' 0.644 Passed L/907 -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.689 @ 10' 0.967 1 Passed(L,/337) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Defection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 19'10"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19'10"o/c unless detailed otherwise. critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L=19'4". The effects of positive or negative camber have not been accounted for when calculating defection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS. Bearing length — leads to Supports(Ibs) Supports Tolal Available Required Dead Snow Trial Accessories L 1-Column-HE 5.50" 4.25" 1.88" 4028 2750 6778 1 1/4"Rim Board 1` Stud wall-HF 5.50" 1 4.25" 3.02" 4026 1 2750 1 6778 1 114"Rim Board •Rim Board is assumed to carry all ktads applied directly above it bypassing the member being I-llp Ed. Tributary Dead Straw Loads Location(side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 19'10 N/A 21.4 1-Uniform(PSF) 0 to 20'(Front) 5'6" 15.0 25.0 Snow 2-Uniform(PSF) 0 to 20'(Back) 5'6' 15.0 25.0 3-Point(lb) 6'(Front) N/A 1083 - 4-Point(Ib) 14'(Back) N/A 1083 5-Point(lb) 6'(Back) N/A 1083 6-Point(Ib) 14'(Back) N/A 1083 - Member Notes garage ridge interior lot Weyerhaeuser Notes 5USTAINAB E FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 6/5/2018 7:49'05 PM Ruth Goozalos _ Forte v5.4,Design Engine V7.1.1.3 Gon.ales Design Partners '3ergiO-Mcleod residences-ititerior.4te (425)-4 4 9942 Go.�zalesDes ocm�0 coca Page-1 of 1 1� I 1 'I F ® Q T E SOLUTIONS RE"'-)T Level.Roof Flush Beam PASSED Current Solunon: : 1 piece(s)5 1/2" x 16" 24F-V4 Dr Glulam Overall Length:20' „ o I 20' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Achwl 0 veto" Auowea Result system:Roof Member Reaction(lbs) 6732 @ 19'8" 9467 Passed(71%) — Member Type:Flush Beam 4.25" Building Use:Residential Shear(Ibs) 5953 @ 1'9 1/2" 17879 Passed(33%) 1.15 33f331 @ 9'10 Building Code: IBC 2015 Pos Moment(Ft-lbs) 4„ 52506 Passed(64%) 1.15 Design Methodology:ASD 31 eve Load Defl. in 0.256 @ 10' 0.644 Passed(LJ907) — Member Pitch:0/12 Total Load Deft.(in 0.689 @ 10' 0.967 Passed U337 — All Product Sotut3oM -- _ Depth Series Plies Wood Volume 15" 5 1/2"24F-V4 DF Glulam 1 148.50 16" 5 1/2"24F-V4 DF Glulam 1 158.40 16 1/2" 5 1/2"24F-V4 DF Glulam 1 163.35 18" 5 1/2"24F-V4 DF Glulam 1 178.20 19 1/2" 5 1/2"24F-V4 DF Glulam 1 193.05 21" 5 1/2"24F-V4 DF GlulaM ] 207.90 22 1/2" 5 1/2"24F-V4 DF Glulam 1 222.75 24" 5 1/2"24F-V4 DF Glulam 1 237.60 15" 5 1/2"24F-V8 DF Glulam 1 148.50 16" 5 1/2"24F-V8 DF Glulam 1 158.40 16 1/2" 5 1/2"24F-V8 DF Glulam 1 163.35 18" 5 1/2"24F-V8 OF Glulam 1 178.20 19 1/2" 5 1/2"24F-V8 Uf Glulam 1 193.05 21" 5 1/2"24F-V8 DF Glulam 1 207.90 22 1/2" 5 1/2"24F-V8 DF Glulam 1 222.75 24" 15 1/2"24F-V8 DF Glulam 1 237.60 The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes 6l5/2018 7:48:43 PM RUrn Gonzales Forte v5.4,Design Engine:V7.1.1.3 Gonzales Design Pariners Sergio-Mcleod—residences-interior.4te (425)344-9942 GonzaiesDesignPartners@hoimal mrn Page 1 of 1 �e, • :.:. I I F 0 R T E MEMBER REP017' Level,.Roof.-Flush Beam PASSED 2 piece(s) 2 i2 Hem-Fir No. 2 Overall Sloped Length: 14'8 15116' 0 0 12 r n 8 r i All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Aural 0 Locrbon ARowed Result LDF Load;Combination(Pane.) —� System:Roof Member Reaction(Ibs) 1075 @ 11'5 1/2" 1823(1.50") Passed(59%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 913 @ 10'8 1/8" 3038 Passed(30%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-Ibs) 3066 @ 8' 4034 Passed(76%) 0.90 1.0 D(AII Spans) Building Code.IBC 2015 Live Load Defl.(in) 0.027 @ 5'10 3/4" 0.446 Passed U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.200 @ 6'3 3/16" 0.669 Passed(t/800) — 1.0 D+1.0 S(All Spans) Member Pitch:8/12 •Deflection criteria:ILL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'9"o/c unless detailed otherwise. Applicable calculations are based on NDS. (Bearing Length toads to Supports(Ibs) Supports Total Available Required Dpsd Srrow Total Accessories 1-Beveled Plate-HF 5.50" 5.50• 1.50" 518 147 665 Blocking I 1 2-Hanger on 11 1/4"HF beam 3.50" Hangers 1.50" 940 146 1 10li6 See note r •Blocking Panels are assumed to carry no loads applied directly above Ihem and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or raRurerrwnL%_ Connector.Sim -Tie Connectors Support Model Seat Length Tap Nails Face ltaiLs Member Nails Accessories 2-Face Mount Hanger Connector not found N/A N/A NIA N/A Tributary Dead Snow Loads location(Side) width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 11'5 1/2" NIA 8.6 i 1-Uniform(PSF) 0 to 11'9" 1' 15.0 25.0 Roof 2-Point(lb) 8' N/A 1129 - Member Notes -- Roof joist as beam at dormer side Weyerhaeuser Notes tiv SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants Uat the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intentled to circumvent the need for l de$ign professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible ir assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured Isrred at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASfht standards.for current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Fate Software Operator Forte Software Operator Job Notes 6/5/2018 7:45:50 PM Ruth eor alas '-- -- FcWe v5.4• Design Engine:V7 1.1.3 Gonzales De,iUr,Parinzrs i425l aa4-a9v Sergio-Mcleod residences-irtei-icr.4te - — Page 1 of 1 1'� �J I .)F 0 R T E SOLUTIONS RF'�T Level,Root Flush Beam PASSED Current Soluuon: : 2 piece(s) 2 x 12 Hem-Fir No. 2 Overall Sloped length:14'8 15116" o a 8Fl:L- 11' 2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Acmai @ lLaaWm wowed Result UW system:Roof Member Reaction(Ibs) 1075 @ 11'S 1/2" 1823 Passed(59%) — Member Type:Flu5h Beam L50" Shear(lbs) 913 @ 10'8 1/8" 3038 Passed(30%) 0.90 Buitd"'g trod:: IBC 2cat 015 Moment Ft-lbs) 3066 @ 8' 4034 Passed 76% 0.90 Building Code: IBC:AS Live Load Defl.(in) 0.027 @ 5'10 0.446 Passed(U�+) _ •a5o Total Load Defl.(in) 0.200 @ 6'3 0.669 1 Passed(L/8W) .CiionneCJtorS Simpson StroMTic QOtltlfil*0lf Support Model Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger Connector not found N/A N/A N/A All Product Solutions — - - - - Depth Series Plies Wood Volume 11 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38 11 1/4" 2 x Douglas Fir-Larch No.2 2 54.00 Ill 1/4" 2 x Hem-Fir No. 1 2 50.63 11 1/4" 2 x Hem-Fir No. 2 2 43.88 The purpose of this report is for product comparison only. Load and support information necessary for professional design review Is not displayed here.Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes 6/5/2018 7:45:32 PM Ruth Gonzales Forte v5.4.Design Engine:V7.1.1.3 Gonzales Design Partners Sergio-Mcleod residences-interior.4te (425)344-9942 Gonzales Des ignPartnemChotmsil com Page 1 of 1 ti�w I F R T E MEMBER REPOF Level,Root.Flush Beam PASSED 1 piece(s) 2 x 12 Hem-Fir No. 2 Overall Length:8'7" 0 0 8 a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed ResulAL/808) Load:Combination(IA*M) System:Roof Member Reaction(Ibs) 1071 @ 3 1/2" 1071(1.76") Passe1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 879 @ V 2 3/4" 1941 Passe1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs)_ 2566 @ 4` 2577 Passe1.0 D+1.0 S(All Spans) Building Code.IBC 2015 Live Load Defl.(in) 0.050 @ 4'3 9/16" 0.267 Passe1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.119 @ 4'3 5/16" 0.400 Passe1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'o/c unless detailed otherwise. Applicable calculations are based on NDS. ---- Bearing Length Loads to Supports(Ibs) --- Supports Total Available Required Dead Snow Total Amessodes 1-Hanger on 11 1/4"HF beam 3.50" Harger� 1.76" 593 536 1129 See note� 2-Hanger on 11 114"HF beam 350" Hangerr 1.71" 558 536_ 1094 See node r •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • See Connector grid below for additional information and/or requirements. Connector:Simpson Stron -Tie Connectors Support Model Seat length Top Mils Face Nails Member Nails Amsories 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Snow Loads Location(Side) Width (0.90) (i.ls) Comments 0-Self Weight(PLF) 3 1/2"to B'3 1/2" N/A 4.3 1-Uniform(PSF) 0 to 8'7"(Back) 5' 15.0 25.0 Roof r 2-Point(lb) 4'(Front) N/A 473 - Member Notes Dormer Header Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product appliatlon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/5/2018 7:41:39 PM Ruth Gonzales Forte v5.4. Design Engine:V7.1.1.3 Gonzales Design Panners Sergio-McfeodresidenceS-interior.4te i425j344-7942 GonzalesDesiynP ;Ine,s(Jn^:mal coin Page 1 Df 1 �; S Z.i� I ti 1 %I,F 0 R T E o SOLUTIONS RFC T Level,Root Flush Beam PASSED Current Soluuon: : 1 piece(s) 2 x 12 Hem-Fir No. 2 Overall Length:8'T 0 l 8 L All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF system:Roof Member Reaction(Ibs) 1071 @ 3 1/2" 1071 Passed(100%) Member Type:Flush Beam 1.76" Building use:Residentlal Shear(Ibs) 879 @ P 2 3/4" 1941 Passed(45%) 1.15 Belding Code: IBC 2015 Moment(Ft-lbs) 2566 @ 4' 2577 Passed(100%) 1.15 0050 @ 4'3 Design Methodology:ASD . Live Load Defl.(in) 9 16" 0.267 Passed(L/999+) — Member Ptah:0112 Total Load Defl.(in) 0.119 @ 4'3 0.400 Pad(U8W) -- 5116" Connector.Sim Tm Connectma Support Model Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger connector not found N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A Ali Product Solutions — — Depth Series Plies Wood Volume 11 1/4" 2 x Douglas Fir-Larch No. 1 1 28.69 11 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38 11 1/4" 2 x Douglas Fir-Larch No.2 1 27.00 11 1/4" 2 x Douglas Fir-Larch No. 2 2 54.00 Ill 1/4" 2 x Hem-Fir No.1 1 25.31 11 1/4" 2 x Hem-Fir No. 1 2 50.63 11 1/4" 2 x Hem-Fir No.2 1 21.94 11 1/4" 2 x Hem-Fir No. 2 2 43.88 The purpose of this report Is for product comparison only.Load and support Information necessary for professional design review is not displayed here.Please print an individual Member Report for submittal purposes. Forte Software operator Job Notes 6/5/2018 7:41.19 PM Ruts,Gonzales I Fore v5.4 Design Engine:V7.1,1.3 Gonzales Design Partners i Sergio-Mcleod residences-interior.4te (425)344-9942 GonzalesDestgnPartners@hotmail corn Page 1 of 1 �, ��;� 1 K• '1 C O MEMBER REPOF ) Level Root.Fkish Beam PASSED J I� 1 pieea(s) 2 k 12 Hem-Fir No. 2 Overall Length:6'7' 0 0 6' Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results - — ActnI o LoodiOn Allowed Result l * load:cambWki im(Pattern) ; System:Roof Member Reaction(Ibs) 433 @ 3 1/2" 911(1.50") Passed(47%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear Ibs) 298 @ 1'2 3/4" 2109 Passed(14%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 649 @ 3'3 1/2" 2802 Passed(2311/o) 1.25 1.0 D+1.0 Ix All Spans) Building Code.IBC 2015 Live Load Defl.(in) 0.010 @ 3'3 1/2" 0.200 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.018 @ 3'3 1/2" 1 0.300 1 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'o/c unless detailed otherwise. Applicable calculations are based on NDS. Bea►im length loads to supports(Ibs) ) Supports TOL31 Available Required Dead Roof Trial Accessories 1-Harper on 11 1/4"HF beam 3.50" Harr' 1.50" 210 263 473 See note' 2-Hanger on 11 1/4"HF beam 3.50" Hanger' 1.50" 210 263 473 see note■ •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model seat Length Top rilatls Face Naai Member Naits Accimiodec 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not ford N/A N/A N/A N/A Tributary Dead Roof Live Loads Location(side) YlFrdtlr (0.90) ( L53 Comments 0-Self Weight(PLF) 3 1/2"to 6'3 1/2" N/A 4.3 1-Uniform(PSF) 0 to 6 7"(Front) 4' 15.0 20.0 Roof Member Notes Dormer ridge //�� Weyerhaeuser Notes 04 SUSTAINME FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 11 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator V Job Notes 6/5/2018 7:40:39 PM Riilh Gor,_aic-s Forte v5.4, Design Engine.V7.1.1.3 Gonzales Design Parlmers Set-gio-Mc;leoci residences-interior.4te i4251-;d4-s942 Gonzaiss Dssigr:Pa=^ers ^¢nan ccm Page 1 of 1 :y: . I I I ; TO R T E . SOLUTIONS RE"-)T Level,Roof Flush Beam ' PASSED Current Soluuon: : 1 piece(s) 2 x 12 Hem-Fir No. 2 Overall Length:6'7' 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual!Lomtion Allowed R,esvlt LDP System:Roof Member Reaction(Ibs) 433 @ 3 1/2" 911(1.50") Passed(47%) — ManberType:Flush Beam Shear(Ibs) 298 @ 1'2 3/4" 2109 Passed(14%) 1.25 Buildng Use:ResidentYal Moment(Ft-Ibs) 649 @ 3'31/2" 2802 Passed(23%) t12 Building Code: IBC 2015 Live Load Defl.(in) 0.010 @ T3 1/2" 0.200 Passed(L/999+) Design Methodology:Aso Total Load Defl.(in) 0.018 @ T3 1/2" 0.300 Passed(L/999+) t Member pitch:0/12 Connector.Simpson Strong-Tie Connectors - - -- - — Support Model Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger Connector not found N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A All Product Solutions --- Depth Series Plies Wood Volume 11 1/4" 2 x Douglas Fir-Larch No. 1 1 28.69 it 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38 11 1/4" 2 x Douglas Fir-Larch No.2 1 27.00 11 1/4" 2 x Douglas Fir-Larch No.2 2 54.00 11 1/4" 2 x Hem-Fir No. 1 1 25.31 11 1/4" 2 x Hem-Fir No. 1 2 50.63 11 1/4" 2 x Hem-Fir No.2 1 21,.94 ill 1/4" 2 x Hem-Fir No.2 2 43.88 The purpose of this report is for product comparison only.Load and support information necessary for professional design review Is not displayed here.Please print an Individual Member Report for submittal purposes. Forte Software Operator Job Notes 6/5/2018 7:40:49 PM Rulh Gonzales Forte v5.4;Design Engine:V7.1.1.3 Gonzales Design Partners Sergio-Mcleod residences-interior.4te (425)3,14-9942 GonzalesDesignPartneis-ghotmail con; - - - Page 1 of 1 f. . .�, J --'IF 0•R T E . MEMBER REPO" Level.Fbor.Hush Beam PASSED 1 piece(s) 6,. 10 Douglas Fir-Larch No. 2 Overall Length: UY 0 0 I I 4 14 All locations are measured from the outside face of left support(or left cantilever ertd).All dimensions are horizontal. Design Results Actual 0 Location A1lorro1111 Result LDF tad:coatbi oa(vau.) System:Floor Member Reaction(Ibs) 2199 @ 4" 14609(4.25") Passed(15%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1685 @ 1'3" 5922 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-1bs) 4892 @ 5' 6032 Passed(91%) 1.00 1.0 D+1.0 L(Alf Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.080 @ 5' 0.233 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl. in 0.150 @ 5' 0.467 Passed(L/746) - 1.0 D+ 1.0 L(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 9'10"o/c unless detailed otherwise. Bottom Edge Bracing(Ll Bottom compression edge must be braced at 9'10"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(16s) Supports Trial Available I Requ6ed Dead LFl ve I TOW Accassorlim 1-Column-HF 5.5 4.25" 1.50- 1045 12DO 2245 1 1/4"Rim Board 2_Column-HF 5.50" 1 4.25" 1 1.S0" 1045 1200 2245 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above 4,bypassing the member being designed. Tributary Dead Floor Lire Loads Location(Side) Width (0.90) (1.00) comments 11 0-Self Weight(PLF) 1 1/4"to 9'10 N/A 13.2 1-Uniform(PSF) 0 to 10'(Front) 8' 12.0 30.0 Residential qpglnrig Are- 2-Uniform(PLF) 0 to 10'(Front) N/A 100.0 Member Notes Beam at porch entry Weyerhaeuser Notes 51J5TAIN4FAE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/5/2018 7:39:29 PM Rut, Gonz-ales Forte v5.4,Design Engine:V7.1.1.3 Gonzales Design Partners Sergio-Mcleod residences-interior.4te i425!3 44-9942 Gonzales Des gnP-rtnersi_@hoirn.3i1 corn Pagel Of 1 . � .may 4 J .I F 0 R T E SOLUTIONS RF )T Level,Fbor.Fksh Beam I-\ PASSED Current Soluuon: : 1 piece(s) 6 x 10 Douglas Fr-Laren)No. 2 Overall Length:10' u o - I l - 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Locadoo Allowed Rem& lDF I System:Floor Member Reaction(Ibs) 2199 @ 4" 9 Passed(15%) — Member Type:Flush Beam Shear(Ibs) 1685 @ 1'3" 5922 Passed(28%) 1.00 BLdkkng use:Regdvnhal Ong Code: IBC 2015 Moment(Ft-Ibs) 4892 @ 5' 6032 Passed(81%) 1.00 [guy, ASD Live Load Defl.(in) 0.080 @ 5' 0.233 Passed 999+ — Total Load Defl.(in) 0.150 @ 5' 0.467 Passed(LJ746) — All Product Solutions Depth Series Plies Wood Volume 9 1/4" 4 x Douglas Fir-Larch No. 1 1 55.04 9 1/4" 4 x Nem-Fir No.1 1 48.56 7 1/2" 6 x Douglas Fir-Larch No. 1 1 66.00 9 1/2" 6 x Douglas Fir-Larch No. 1 1 63.60 9 1/2" 6 x Douglas Fir-Larch No.2 1 67.93 9 1/2" 6 x Hem-Fir No.1 ] 67.93 The purpose of this report is for product comparison only.Load and support information necessary For professional design review is not displayed here.Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes 6/5/2018 7:39:13 PM Ruth Gonzales Forte v5-4_Design Engine:V7.1-1.3 Gonzales Design Partners_ - I Sergio-Mcleod_residences-interior.4te (425)344-9942 GonzalasDesignPertners@hotmall corn Page 1 of 1 r �i I 1 i9O R 'r' MEMBER REPO ,I Levej Fbor.Joist PASSED 1 1 piem(s) 11 718"TJI@ 230 @ 12" OC Overall Length:22' 0 0 22' a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Pewit I DF Laad:combinaluon(Pamam) system:Floor Member Reaction(Ibs) 567 @ 4 1/2" 1485(3.50") Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 548 @ 5 1/2" 1655 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 2935 @ 11' 4215 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code.IBC 2015 Live Load Defl.(in) 0.491 @ 11' 0.531 Passed(L/519) 1.0 D+ 1.0 L(All Spans) Design Methodology:ASO Total Load Den.(in) 0.639 @ 11' 1.063 Passed L/399 -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating 40 4( Passed - - Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 4'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'10"o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-ProT"Rating include:5/8"Gypsum ceiling,bridging or blocking at max.8'o.c.. Bearing L-40 --- - Loa&to Supports(Ibs) Supports Total Available Required D®d L Tatar Accessories 1-Stud wall-FIF 5.50" 4.25" 135" 132 440 572 1 1/4"Rim Board 2-Stud wall-FIF 5.50" 4.25" 1.75" 132 440 572 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directy above it,bypassing the member being designed. Dead fkw Uve Loads Location(Side) Spadng (0.90) (1.00) comments 1-Uniform(PSF) 0 to 22' 12" 12-0 40.0 Residential-Umng ' Areas Member Notes upper floor framing at fronts room Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6%5/2018 7:26:55 PIM Ruth Gonzales Forte v5.4,Design Engine:V71.1.3 Gonzales Design Fanners Se)'C,J'io-McieOd r,—,sidpnce5-irterior.4te 1425)344 A42 GorzalFsDesiJnF.':ners^:i=o�-n,i1�nm Page 1 of 1 i I1 o R T E SOLUTIONS Rr�T Level,Floor.Joist r~� PASSED Current Solumn: : 1 piece(s) 117/8"T]Ip 230 @ 1c"OC Overall Length:27 r + 0 -— 0 27 a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actuit o tondo" ANawed Resutt u)F System:Floor : Member Reaction(Ibs) 567 @ 4 1/2" 3�1485„ Passed(38%) 1.00 Member Type Joist -- Widtng Use:Resdenbal Shear(lbs) 548 @ 5 1/2" 1655 Passed(33%) 1.00 8uildirg Code: IBC 2015 Moment(Ft-lbs) 2935 @ 11' 4215 Passed(70%) 1.00 Design k)9Y:ASD Live Load Defl.(in) 0.491 @ 11' 0.531 Passed(7J519) — Total Load Del.(in) 0.639 @ 11' 1.063 Passed(11.1399) r— TJ-Pro'"Rating 4-0--1 40 I.Passed -7 All Product Solutions -- _ Depth Series Plies Spadng T3-Pro^'Rating W0000d Volume 14" TJIO 210 1 1 12" 46 1.10 14" TJIO 210 1 16" 40 0.83 16" TJIO 210 1 12" 51 1.15 16" TJIO 210 1 16" 46 0.86 11 7/8" TJIO 230 1 12" 40 1.15 14" THO 230, 1 12" 49 1.19, 14" TJIO 230 1 16" 42 0.90 16" TJIO 230 1 12" 52 1.24 16" TJIO 230 1 16" 47 0.93 11 7/8" TJIO 360 1 12" 44 1.36 14" TJIO 360 1 12" 50 1.41 14" TJIO 360 1 16" 45 1.05 16" TJIO 360 1 12" '54 1.45 16" TJIO 360 1 16" 50 1.09 18" TJIO 360 1 12" 57 1.49 18" TJIO 360 1 16" 53 1.12 20" TJIO 360 1 12" 59 1.54 20" TJIO 360 1 16" 55 1.15 The purpose of this report is for product co"son only,Load and support inforrnation necessary for professionar design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes ' 615/2018 7:26:34 PM Rath Gonzales Forte v5.4. Design Engine:V7.1.1.3 Gonzales Design Partners I Sergio-Mcleod residences-interior.4te (425)344-9942 GonzalesDestgnPartners@hotmail corn Page 1 of 1 i� I 1 I Permit Information Date 3/19/2018 Permit Number 1906 Project Name Yo Soy,LLC Applicant Name Gonzales Design Partners Applicant Address PO Box 97 City,State,Zip Arlington,WA 98223 Contact Ruth Gonzales Phone 425-344-9942 Email gonzalesdesignpartners@hotmail.com Permit Type Single Family Residence Site Address U2LMacL-eod-Aveue-Lot 20 Valuation 262000.00 Status Applied Permit Issued Permit Expires Square Feet 2515 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type Certified Roofing and Sergio 425-590 ,,ome, .,,ves'L,-ig,,gr,a. I abor and Construction Orozco 7719 aiZe w cnivcrnniyLwyniaL..vmCONTRACTOR Industries CERTiRC849CR Review Date Type Description I Target Date Completed Date I Assigned To 1 Status 3/19/2018 Residential Dwellin 3/26/2018 JIBuilding [In Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00-OQ $1,786.45 Totall $1.786.4 Uploaded Files Upload File Date File Uploaded B 3/1 9/201 8 1 1:06:27 AM 11906 Application.pdf Foster,Kristin �( 3/19/2018 CERTIFIED ROOFING&CONST 1 Pony }:,1rifiol Cnnt,a, SearchL&I A-Z hid", 1 IcID Ah,i M Safety&Health Claims&Insurance �,A erkplace Rights Trades& Licensing Washington State Department of " Labor & Industries CERTIFIED ROOFING & CONST Owner or tradesperson 1715 3rd ST#B OROZCO,SERGIO PARTIDA MARYSVILLE,WA 98270 360-651-9366 Principals SNOHOMISH County OROZCO,SERGIO PARTIDA,OWNER Doing business as CERTIFIED ROOFING&CONST WA UBI No. Business type 603 360 423 Individual Governing persons OTILIA OROZCO License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CERTIRC849CR Effective—expiration 02/19/2016—02/19/2020 Bond Ironshore Indemnity Inc $12,000.00 Bond account no. SUR40004435 Received by L&I Effective date 02/19/2016 02/18/2016 Expiration date Until Canceled Insurance Scottsdale Ins Co $1,000,000.00 Policy no. CPS 2786736 Received by L&I Effective date 01/25/2018 02/17/2018 Expiration date 02/17/2019 Insurance history Savings ............... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help ass improve https:Hsecure.ini.wa.gov/verify/Detaii.aspx?UBI=603360423&LIC=CERTIRC849CR&SAW= 1/2 3/19/2018 CERTIFIED ROOFING&CONST No L&I tax debts are recorded for this cor .tor license during the previous 6 year period,but s debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp No active workers'comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries,,Use of this site is subject to the laws of the state of Washington. Help its improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=603360423&LIC=CERTIRC849CR&SAW= 2/2 RESIDENTIAL PLAN PLAN REVIEW Owner S�� :Ac��M�: i fVG.-�l L►,iC=. !��p Address Building Type ISingle X Duplex Townhouse Type of Work Existing New Reviewed By Date Design Criteria 301.1 Engineered Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes ✓ No 302.1 Location on Lot: 5 feet/35%maximum Yes v No 302.2 Townhouse Separation Yes No 302.5.1 Garage Openings: 20-minute door Yes No 302.6 Garage Separation IYes No Footings and Stem Walls 401.4.1 (Soils: Geotech or Prescriptive j 403.1 Footings: (2)#4's continuous Yes ✓' No T403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (2)#4's horizontal I Yes r/' No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls(see Tables) Yes No .1.2.3.7.3 Wall Openings: Verts within 12" ea.Side Yes No 405.1 Foundation Drainage or exception Yes No 406.1 Damproofing(basement) Yes No ✓ 407 Columns:4 X 4 and R317 Yes 1/' No 408.2 Crawl Vents 1:300 and 3' of corners IYes ,/' No 408.3 Unvented Crawl Space ,Yes V00 No ✓ 408.4 Crawl Access: 16 x 24 or 18 x 24 IYes v No Architectural 303 Light/Ventilation: 8%and 4% IYes ✓ No 303, •� 303.2 Whole House Fan I Yes ✓ No 303.3 Bathrooms: 3%or 50cfm Yes ✓ No 30S.-1 303-6 Stairway Illumination I Yes / No 304.1 Habitable Rooms:MGO"►in. 70 Yes 'No 304.2 Other Rooms: 70sf min. Yes ✓ No 305.1 Ceiling Height: 7 feet min. Yes si No 307.1 Plumbing Fixture Clearance jYes ✓ No 308.4 (Safety Glazing: Hazardous Locations IYes No Life Safety 310.1 (Emergency Rescue Windows: 5sf/5.7sf IYes jNo 310.2 Window Wells Yes No ✓' Life Safety Continued 311.2 (Doors: 3 feet min. @ 6'-8" (Yes No 311.3 Landings: 3'X 3' min. _ Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes o,— No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. Yes A/ No 311.7.2 Headroom 6' -8" min. Yes a� No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile I Yes No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps Yes No 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes No ., 314 Smoke Detection Yes No 315 CO Detection Yes No 316 Foam Plastic Yes _ No 325 &326 Adult Home/Day Cares i Yes No — Floor Systems 502.2..... Deck Ledger Connection lYes Nat`l% I No 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Allowable Joist Spans or TJI's Yes J No 502.10. Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Yes X,� No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. Yes c/ No Wall Systems 602.3 Wood Wall Framing and Plates _Yes s-- No 602.3.1 Fastener Schedules (2, 3,4, 5) Yes v No 602.9 Cripple Walls: Less than 14" or 4-4 Yes r No 602.10. Wall Bracing: Engineered resgi tiv Yes No 602.10.3.2'Alternate Braced Wall Panel Yes y' INo 602.10.9 Cripple Wall Bracing Yes No _ 602.11.2 Stepped Foundations Yes _ No 602.12.1 Veneer Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes 702.1 Interior Wall Covering` Yes ✓ i No 703 Exterior Wall Coverings(WAC) Yes 4,-' No 703.4 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14)j Yes INo 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes ✓ No 802.5 Rafter Spans:Truss or Platform Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes t/ No 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes No 807.1 lAttic Access: 22" X 30" Yes / No 905.2.7 I Underlayment Yes / No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30"X 30" Yes No 1305.1.3 Appliances in Attics I Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes ✓ No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes rrk-- No 1307.3.1 Protection from Impact Yes r.9— No 1401.3 Equipment Sizing: WSEC Yes No Chapter 14 Specific Appliances Yes No 1502 IClothes Dryer Exhaust: 25' or M.I. NOW Yes ✓ No 1502.4.5 1 Length Identification �� Yes �✓ No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes I No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review it I Permit Information Date 2/7/2018 Permit Number 1829 Project Name Yo Soy, LLC Applicant Name Sergio Orozco Applicant Address 1715 7th Street City, State,Zip Marysville,WA 98270 Contact Sergio Orozco Phone 425-590-7719 Email saizehomeinvesting@gmail.com Permit Type ZON Site Address 304-E-Fif it-Weet(Lot 20) Valuation 0.00 Status Completed Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached Review Date Type Description Target Completed Assigned Status Date Date To ;2/7/201 -EON :2/12/2018 BuildingIn Review 2/7/201 ZON 2 Marc In/12/2018 Hayes Review 2/7/2018 ON 2/12/2018 Nova In Heaton Review The new SFR application will be credited one water&sewer connection PW Admin 2/7/2018 ZON fee for previous home on site.A side sewer inspection fee will be 2/12/2018 :2/8/201 B Rev Complete required. LT :2/7/2018ZON'Sewer is available on N Macleod Ave,each new SFR will be required to :2/12/2018 ;2/8/2018 PW-Sew- Complete have its own sewer stub.JL Rev 2/7/201 ZON No comments for zoning permit.Call COA Utilities for water service tap ;-�/12/201 B '-�/8/2018 PW-Wat- Complete information.GS Rev Uploaded Files Upload File Date File Uploaded B c� 2/7/2018 4:27:36 PM 1829 Application.0f Foster,Kristin 2/7/2018 4:27:36 PM 829 Site Plan.pdf Foster,Kristin X 1 1 Y °F RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �' py City of Arlington• 18204 591h Ave NE •Arlington,WA 98223 • Phone(360)403-3551 COY •< 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 MAY BE SUBMITTED PRIOR. Lot 20 MacLeod McMahon Project Address: Plat: _ J3 Single-family ,Duplex Townhouse Addition Accessory structure Proposed Area: 1" Floor: 893 2Id Floor: 11.05 Garage: 517 Total SF: 2515 Describe Proposal (include cross street): New two story single family residence with attached garage Valuation: 110,000 Owner: YO SOY LLC _ Address: 3611 168th Street NE City:Arlington Stale:WA Zip Code:98223 _ Phone: 425-590-7719 Email: safehomeinvesting@gmaii.com Gonzales Design Partners Applicant: . _ _ _ P.O. Box 97 Arlington WA 98223 Address: City: State: Zip Code: _ Phone: 425-344-9942 Email:GonzalesDesignPartners@hotmail.com Contractor: Certified Roofing and Construction Address: 3611 168th;street NE City:Arlington State:VA Zip Code:99223 _ Phone: 425-590-7719 Email: safehomeinvest:ing@gmail.com f Sergio Orozco CERTIRC849CR 02-19-20 Contact Person: License Number: _ Expiration: Received MAR 1. 4 2018 V-JQ 16& 6/16LP Page 1 of 3 �1 ..i"� .i,- � RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 591h Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue falling out it plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 Sink (1.5) x 1 [ Shower (2.0) x 1 [7 Lavatory (1.0) x 4 Clothes Washer (4.0) x 1 [ Water Closet (2.5) x 3 Dishwasher (1.5) x 1 Water Heater x 1 I Hose Bibb (2.5) x 2 Water Heater Model # Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: PVC Proposed Piping Material: PVC _ Proposed DWV Size: 41 • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development •y ,r City of Arlington• 18204 59th Ave NE• Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE Heat Pump Model # to be determined SEER HSPE AC Unit Model # SEER Type II Hood Commercial Cooking Appliance Hydronic Piping Boiler Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBO Storage Tank U Freestanding Stove Gas Piping Other Gas Piping Information Not Applicable: Pipe Material Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • 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: Print Applicants Name: nu &VY 6/16LP Page 3 of 3 I _ � .� '�� Prescriptive Energy Code Complianeb .)r All Climate Zones in Washington ProInct Information Contact Information Yo Soy LLC Gonzales Design Partners Lot 19 McCleod P.O. Box 97 Arlington,Washington Arlington, WA 98223 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credii checked a 'c sen by the rmit applicant. / / /' Authorized Representative Date C All Climate Zones R-Valuea U-Factor' Fenestration U-Factor" n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 490 0.026 Wood Frame Walls,`°'" 21 int 0.056 Mass Wall R-Value' 21121" 0.056 Floor 0.029 Below Grade Wall" 10/15121 int+TB 0.042 Slab R-Value&Depth 10,2 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 02.Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3.Exception:Dwelling units serving R-2 occupancies shall require 2.5 credits. 03.Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area_ ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) is Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2-0 ❑ 1d Efficient Building Envelope td 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 1.0 3b High Efficiency HVAC 3b 1.6 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 P1 1.5 Effi 5d cient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 "1200 kWh .0 3.50 Total Credits *Please refer to Table R406.2 for complete option descriptions 1 I Table.11402_1.1 Footnotes For Sl: I foot_.:.3G4.&mm,ci .=continuous..insulation,int.intermediate framing- a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table, b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. `4'10/15/21.+TB".means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous Insulation on the interior of the wall, ar R-21 cavity,Insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement walk. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. 6 Reserved. " Reserved. The seconcl'R-value applies when more than half the insulation is,on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be attained from measurement,calculation or an approved source or as specified in Section R402.1.3. r �I �I I I Simple Heating System Sizes.Washington State This heating system sizing carculator is based on the Prescriptive Regufrements of the 2015 Washington State Enerav Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling, loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC, Please FlII 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 rnformatron Contact Information Yo Soy LLC Gonzales Deslip Aarinem Lot 19 Mtcleod street P.O.Smr 97 Arlington Washington 98223 Arlington,WA 98223 Heating System Type: OOuUJITsysterns 04mit Puim To see detailed instructions for each section,place your cursor on the word'Instrucdons' Design Temperature ,structions Design Temperature Difference(AT) 47 Marysnlle aT=indoor(70 degrees)-outdoor Design Temp J Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(soft) 2,370 Average Ceiling Height CondiOoned Volume Instructions Average Ceiling Height(ft) 9.0 21,330 Glazing and Doors U-Factor X Area = UA Instructions 0.30 461 138.21 Skylights U-Factor X Area = UA Instructions 0.50 Insulation Attic U-Factor X Area = UA instructions R-36Advanced 0.026 955 24.83 -J Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instru,.aonL I R-A vented -^- — - - -- � 0.027 ® 11.88 Above Grade Walls es Fiaurel) U-Factor X Area UA Instructions R_21Interediate _ 0.056 3.006 168.34 m Floors U-Factor X Area UA Instructions R-so 0.029 F 1.415 41.04 Below Grade Walls(see Frmure1) U-Factor X Area UA Instructions W ml R-value No selection Slab Below Grade rseeRoure1) F-Factor X Lon h UA Instructions conditioning Sel- No selection 7 ect � Slab on Grade(see Roure1) F-Factor X Lem n9th , UA Instructions i �R-Value Pia Selectionsel Locattion of Ducts Instructions - Duct Leakage Coefficient Unconditioned Spate ! 1.10 Sum of UA 384.29 Envelope Heat Load 18,062 Btu/Hour Figure 1. sumoluAxnT Air Leakage Heat Load 10,627 Btu I Hour vowmex o_6xATX.01e etwvc r„age { Building Design Heat Load 28,889 Btu I Hour Air Leakage-Envelope Heat Loss tklma Grade_ Building and Duct Heat Load 31,778 Btu r Hour Duds m uncarrdtEwred space:Sum of BtWduw Heat Loss X 1.10 Ducts in con MwYwd space.Sum orBuM g Heat Lnss X 1 Maximum Heat Equipment Output 44,489 Btu I Hour &Afro and Duct Heat toss X 1.40 ror Forced AirFum� euddrng end Dud Heat Loss X 1.25 for Heal Pump (07101113) 1 I Window,Skylight and Door Schedule Project Information Contact Information Yo Soy LLC Gonzales Design Partners Lot 19`McCleod P.O Box 97 Arlington.Washington, Arlington, Washington 98223 Width Height Ref_ U-factor Qt. Feet �" ' Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) a-1 .0.30 l 3 6 $ 20.0 6.00 Exempt Glazed Fenestration (15 sq.ft_ max.) a1 .30 1 .5 ° 4 ° 20.0 6.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref_ U-factor Qt Feet In ' Feet In, Area UA windows Al 0.30 9 2 '5 4 " 90.0 27.00 windows Al 0.30 7 5 ° 4 ° 140.0 42.00 windows Al 0.30 1 3 ° 4 r° 12.0 3.60 doors Al 0.30 4 2 5 6 a 66.7 20.00 doors Al 0.30 4 3 D 6 a MO 24A0 windows Al 0.30 2 4 ° 4 ° 32.0 9.60 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 _ 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 i 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and VA 420.71 126.20 Vertical Fenestration Area Weighted U=UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref_ U-factor Qt. Feet Iwh. Feet 1rwh Area UA insulated skylight 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U=UA/Area I 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 460.7 13s.20 i Permit Information Date 2/7/2018 Permit Number 1829 Project Name Yo Soy, LLC Applicant Name Sergio Orozco Applicant Address 1715 7th Street City,State,Zip Marysville,WA 98270 Contact Sergio Orozco Phone 425-590-7719 Email saizehomeinvesting@gmail.com Permit Type ZON Site Address reet(Lot 20) lkn 1-n Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached Review Date Type Description Target Date Completed Date Assigned To Status /7/2018 ZON 2/14/2018 Kevin Olander In Review /7/2018 ZON 2/14/2018 Marc Hayes In Review 2/7/2018 ZON ;2/14/2018 Nova Heaton In Review 2/77/2018 ZON :2/14/2018 PW Admin Rev In Review 2/7/2018 ZON 2/14/2018 PW-Sew-Rev In Review F/7/2018 ZON 2/14/2018 i IPW-Wat-Rev Iln Review Uploaded Files Upload File Date File Uploaded B 2/7/2018 4:27:36 PM 1829 Applicatioa n.pdf Foster, Kristin ]� 2/7/2018 4:27:36 PM 829_Site Plan.pdf Foster, Kristin �( .« , s I —V� I1 1 1 RESIDENTIAL ZONING , VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 2-C (Please allow 72 hours for review) Project Address: S4, 10'A(4 6/& (ahL Plat: Owner/Applicant: Address: �' ,��o State: t JJA Zip Code: GI ,7 Phone: L/5-r- SSo _JJ ®Q Email Describe Proposal (include cross street): ,✓»ekj Please check one: Single-family dwelling Duplex ❑ Addition Accessory structure 1. Proposed Dimensions: W) 123 L) �� H) 11 ' I Total SF) 57C 2. Allowed Lot Coverage: Total Lot Size G/7 0 SF x 35% _ SF 3, Actual Lot Coverage: (SF of all structures') �r� ,�- / '�(lot size) = .,�> % 4. Septic Tank? IJYes Iallo Private Well on Site? ❑Yes c'No /f so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? C� if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks Decorative Pond/Fountain Li Hot Tub Re-circulating Heating System ! Swimming Pool Other Applicant Signature: Date: -� 19 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 .. ,. 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YF5 Bd@d- NoW S/A'@id' l6d@10 nSP1d'oc. 5'L \ ' •'ANOIOR BOLT5 FOR EOONO IJ.Lf -- ,�!,� ,� /.• 2 ' / - ''�. 1.50 W-V9*.GApMN M Rl WEF FOR HFN MEMBERS to AttMM�10.SNFM WMI1,Y Wrl if f>dENIff--H REPORT Love(.Roaf.rVWBeamf PA'4;SED�, q �� .;� � �a� , ,� fl'^;� �� o ,•'?El•1BE�€ t'<l�S�OIE"( Level,Floor.Drop Beam 60A�1�vSCD 1 piece(s)6 x 10 Douglas Fir-Larch No.2 1 piece(s)6 x 8 Douglas Fir-Larch No. 1 Overall Length_IT Overall Length: 113'11' n ' _- - .�-_ G r r , � r i S' 10' All locations are measured from the outside fatse of left support(or left cantilever end).All dimensions are horizontal. All locations are measured from the outside face of left support(or left cantilever .All dimensions are horizo+rtal. DesignRtt�idffi aeemt®Loclsbhrr allowed RearAt- U toad:Cbmbirrhtion(Pat>larn) System:Roof Desk n Results - Adval 0 Lhcebhn unoNea Reshtt tut .Load:S antic rrat9on tP�aft") system:Ftoor Member Reaction(Ibs 1480 @ 4" 12251(5.50") passed(12%) 1.0 D+1.0 S(All Spans) �I Member Type:Drop Beam Member Reaction(Ibs) 1482 @ 4" 1.8906(5.50") Passed(8%) - 1.0 D+1.0 L All 5 ans) Member type:Drop Beam Shear(Ibs) 863 @ 1'3" 6810 Passed(13%) 1.15 1.0 b.+1.0 S(All Spans) _ Building Use:Residential Shear(Ibs) 1188 @ 1'1" 4675 Passed 25% 1.00 1.0 D+1.0 L(All spans Building Use:Residential Moment FtAbs) 1754 @ 3' 6937 Passed(25%) 1.15 1.0 b+1.0 S(An Spans) %Ad"code:%C 2o1s ) Hulloing Cufde:18C 2015 , Moment it-1bs 3565 @ 5'S il2" 5]57 Passed 69°/0 1.00 1.0 D+].0 L All g aps) Uve Load Dell,(in) 0.011 @ 3' 0.178 Passed(L/999+) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl. In 0.181 @ 5'5 1 2" 0.342 Passed(L/681) -- 1.0 D+1.0 L All a(t5 Design Methodology:ASD Total Load Defl,(InL 0.018 @ 3' 0.267 Passed(U999+) 1.0 b+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl, in 0.218 @ 5'S 1/2" 0.512 Passed LJ56_4) -• 1.0 D+1.0 L All 5 ans Deflection criteria:ILL(U36o)and TL(L/240). Deflection criteria:LL(L/360)and TL(1./240). Top Edge Bracing(Lu):Top compression edge mdSt be braced at 6'o/c unless detailed otherwise, Top Edge Bradng(W):Top compression edge must be braced at 10'11"o/c unless detailed otherwise, Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'o/c unless detailed otherwise, Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'11"o/c unless detailed otherwise. Applicable calculations are based on NDS. •Applicable calculations are based on NOS. Hr®irr4fLarq� - - tnadsfaSYtppor (tbs) I �� ee_aingLerSgYtl L�Sm�rp6rhrLs(ifss) - Supports row A.milaMe N Glad show TOW Aooessmies Supports Thai Ararlafrle it�grtirad 0®d Flooe'Lira Total a�=-- - 1 Stud wall-HF 5.50' SSO' 1.Sr 4fq 1480 Blocking I 1-Column-SPF 5S0' 5.50" 1.50" 254 =a 1482 Blacking 2-Column-tiF 5.50" 5.54" ISO` _580 J900 1480 Btaddrlg 2-Column-SPF 5.50" 550" 1.50" 254 1228 1482 Sloddng •Blocking Rands are anvrrred to carry no bads appled dinadly above them and tloe foil load is applied m Ore member b irg dated •Blacking Panels are assumed to Carry no loads applied directly ahove them and the full Toad is applied to the member bang designed. - ' 71'!se?as Daod S7tOw '-- - Loads Loouhn(Side) tKLMY (OAO) (LLSI ['..ments 7Yibumry Uead r;fm Live Loads Lomtkm(Side) Mr1MIM (aB0) (1.00) carnmerAs 0-Self Weigh[(PLR 0 to 6' NFA 13.2 _ S 0-Self Weight(PLF) U to 10'11" N/A 10.4 1-Uniform(P$F) 0 to 6'(Frorrt) ---- 12' 15.0 - -- 25.0 -Snow -n f- 1-Uniform(PSF) 0 to 10' 3' 12.0 75.0 deck,loading f Member mus - - -- ---- - - ------ - I - - - roof support bRaM at upper pair addition Member'Notes upper floor deck beam Weyerhaeuser Notes stlsTaINQLE FORESTRY RIFT[ATNE Weyerhaeuser NotesY Weyerhaeuser warrants that the Suing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. y v ca SiN F=:+APB1E FORESTRY INITIATIVE Weyerhaeuser erq•Xessly disclaims any other warranties related to the software.Use of this software is not Intended to Circumvent the need for a design Weyerhaeuser warrants that the Sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. professional as determined by the authority having Jutisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is Weyerhaeuser expressly disclaims Any other warranties related to the Software.Use of this software I$not Intended to circumvent the reed for a design compatible with pre overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are riot designed by this suftvrare.Products manufactured at professional as determined by the Authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at under technical reports ESR-1L53 and ESR-1387 andfor bested In accordance with app+Iceble ASTM standards.For current code evaluation reports. Weyerhaeuser facilities are t1lod-party certified to sustainable forestry Standards.Weyerhaeuser Erorleered Lumber Products have been evaluated by lCC ES Weyerhaeuser product literature and Installation detaiis refer to www.weyerhneuser.com/woodproducts/document-library. under technical reports ES1R-I153 and ESR-1387 amtlor tested In accordance with applicable ASTM standards.For current code evaluation reports, The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproduc.Lqciocurmnt-library. -- The product application,Input design loads,dimensions and support Information have been provided by Irorte Software Operator FoRe Soil r;err.;Oparalor � ;n;t,.._., j,a_-i1?',1•c�i Til.:a•j`7>''.('V) •.-_ _ _-. �- - --- -- - „� Fcrtc Soft:warn Opernror Job rJcLs ,�;''2 r' cn;.Im-L 1r I l'13 1(1 5;''17 AM :.- v Ruih r:o.,:.is - -- - - ----I -or?e v5.4 Cn Engine:V7.1 1.3 Gen --;j ra,r, 1{1I` JSr err+J-d ifiCOCI_I e`:jrlJ ih..'--S.SIP Gnnr`,Ics U+;Lyn P 'loci:, ` JF,•I r�fL •.�?00 1'eSi:ences.4te l onzalesl'r: n1Pu;nas= �oa::ao c,:- (11251 44 542 (-3,O,C' ) of 1 l;or�-_,less O:;iynPc•��.si;:= ter' - . page,'I of 1 Permit#: 1906 Permit Date: 03/19/18 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Yo Soy, LLC Applicant Name: Gonzales Design Partners Applicant Address: PO Box 97 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ruth Gonzales Phone: 425-344-9942 Email: gonzalesdesignpartners@hotmail.com Scope of Work: New SFR Valuation: 262000.00 Square Feet: 2515 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 05/15/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Certified Roofing and Sergio Orozco 425-590-7719 1715 7th Street CONSTRUCTION Labor d CERTIRC849CR Construction CONTRACTOR Industri anes Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/12/2018 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 03/19/2018 RESIDENTIAL SINGLE BUILDING FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,786.45 Building Permit Table 4-1 $2,748.39 Heat Pump/Heat Exchangers $25.00 Mechanical Base Permit Fee $25.00 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family Credit for existing SFR ($484.00) Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 15 @$12 $180.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Traffic Mitigation-SF Single Family $3,355.00 Water Heater(Tank) $25.00 Park-Community SF Single Family Credit for existing SFR ($1,662.00) Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family Credit for existing SFR ($3,355.00) Total $4,844.34 Attached Letters Date Letter Description 05/15/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/15/2018 Sergio Orozco 70017255 cc $4,844.34 Outstanding Balance $0.00 Notes Date Note Created By: 05/08/2018 Lot 20 Kristin Foster Uploaded Files Date File Name 07/25/2018 3750962-7-18-2018 Revised Plans.pdf 05/15/2018 3494987-1906 Issued Permit.pdf 03/19/2018 3167442-1906 Application.pdf zb66-bK(c Zb)1 la. rZz86 WNOONI-@'d ZZ96 dM'wgbw11-'N 9N I3V* ;I IZ-r189 46 XOQ Od TNIAV 61011)w-oZ a01 evBo/4 � ;01 MU) Q �NU51ANI WON I�`4S 81/41/Z NV'Id kMNIWl1�'d � >� :mva -'Aa :WiidlaOsda naa 5N NOI5�d 5I NDO� Nd'Ia d001I NIM 0151Al� -c, 7 aF� � .°. s.— E LDo ¢ 6z H cu LLJ CL _ a- Fj, 4 —NiVcu n�roa roa 3 1 99 101-14 1,0-,G Z-,OI 5 8 19•G Z5 B �0-�b 0b bZ �94 b 94 84 99 i a1 S 56�0!91 d s b�9 d0 b.9 d ob S d0'dVg31obo9 ----- __ S/d - 11 �K O O n< V M O N 1< c < �6 < 'dW3ldOob V.®Z dW31d0,b9 F i 'ax�ebaa-£ --r 9 9 ZII B L0-,B O.II Z6 6 I-8 b 1101-.91 ,_y 1 C— J 0 y N G•G 5-5 0-B 01-.01 Z-91 � 9;\ _ — 3 baZ d0'dW31obo9 dOabeS dOo m_ o Ci rn go O = Q co Q 'OXJ i?.Z-£ O ro b L 3�IBJdO� -9 ', ax ,baZ 'OXZIobaZ ,b,£ dO ebeS 0,bZ .,O dl, "(D-.Zc Zbbb�bb4(5Zb):laa 4ZZ9(2 VWNOJ%'!Mf w7l 6 vm'i-lo IIJv 3N IW Id IRI Ib4Z99 TNInd JOJ I)A-OZ 101 N r� ;01 d�MOD r ; 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