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HomeMy WebLinkAboutBLD2019-01072 Garage, Studio - BLD Inspections - 7/1/2024 r ! i or w 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 y COMMUNITY SERVICES BELFAIR:360-275-W7,EXT 352 BudcLnq P4nnmy.Grvrc<un<.Nal Ila+llh COlmnwllY Nwlat, ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit httpJtwww.co.mason.wa.us/community-services/bld-Inspwton.php Permit Number BLD2019-01072 Date Issued 01/14/2020 issued By Project NEW DETACHED GARAGE&STUDIO Site Address 1993E State Route 3 �� — Applicant ELIZABETH KAY MCGREGOR Contractor KAIZEN CONSTRUCTION LLC Contractor Phone 360.250.7037 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type GARAGE/STORAGE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. "THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks ( Slab Footing Penme er \�J Point load Footing Footing Interior <Z I D( (_ Footing Decks/Porches Foundation Stem Walls 2.2(-LO L-)CC_ Other Rough-In Groundwork Plumbing (,( ,Z( tEC. Framing -2 -2Z "C— Groundwork Mechanical Plumbing -ZFj r;Z DE. Groundwork Gas Pipe Mechanical Gas Piping 3.2 d`?z--b E- Shear Wall Nailing I•Z if D C. Underfloor Other Insulation Slab DCC. Ceiling Floor Vaulted Ceiling Walls `J//f'/2z- 50+ Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Wails Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final �r�2 Other to t2 MASON COUNTY 360427-9670 Shelton ext. 352 352 COMMUNITY SERVICES 3 0-275 360-482-269 Elma exit.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 3L 0 ;�o l R - o 1 p"J 2- ADDRESS/LOCATION: l9 t3 F . S"- pe"4-.- .3 S{akyl FINDINGS: AA-C_ Acc.&s is 40 Pc- a v l e . , Ue-t -I orc 1ASul"'on !g iris4r 11, -So BLQLJ.n Y►S�lti� Ajel Covet Arms! DoA,.1 L,.,ye4 - X F7-k^t-'rw ar r t C�,xr.ne. W S G4, �hS��a.. �0✓l ,Q 1 . Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. © Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ® OK to Zwy4 p1�,o�oc Date: 7f/8/Z Z ❑ Please contact our office regarding possible Department: 13L D structural damage incurred by recent Inspector: -13-Gi "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Belfair ext.352 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: �3LDZo�9-O�D�z ADDRESS/LOCATION: FINDINGS: e�wid c%�c ,�,t�s Cxi�erlo�— ol Z) .�f/eW11 RIVIA414I 414 0 1JoY vtSu Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible Department:_ 13'L structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Belfair ext.352 360-482-5269 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 0-02-0 I y 0 10 72 ADDRESS/LOCATION: J qq3 r` Sf a k Rove 3 S 4 e dpn FINDINGS: Tr vss 2►jj*.,ceri`ni!" G r ;re 4-D 6e on S �f PlC_t n S irk y1, 1 6 O✓t S( A-p i� i 0 r` vt. 7v ;nA-e.r vCLts Fcr gable ends 0 refh-al e z h`$4,-r i7sv f /m / s k v Se4 Gurnee Double c ec o r In 4-p .s r 'rare e -sc F M ►'�s�eG>Fc Items llsted above must be corrected to fain compliance. THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to o� Date: 1 —Z ( ❑ Please contact our office regarding possible structural damage incurred by recent Department: (3 LD "natural/man made"disasters.This is NOT a Inspector: G 19 (I`Pf CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 I ' MASON COUNTY 360427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360482-5269 Elma ext. 352 Building, Planning,Environmental Health,Community Health 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: �LbZ�'r9--Q/Q72 ADDRESS/LOCATION: /993 FINDINGS: �l�.S' ✓�Gc f�P/Gc�r•l� .Qi�e s-Il�f ©Gc Sf Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: `�`�`Z ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 C MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER:2\6 202,()-()lQ—( ')- ADDRESS/LOCATION: FINDINGS: Yl i C),bi Y O ry ; O n n(D 0 Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. all for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: ,- ' ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: _. "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 f r MASON COUNTY 360427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: ,&-D2CP1—Q/0 Z. ADDRESS/LOCATION: /99S 6 SK & /�v(-Z FINDINGS: 01 tl oj- a/eX c�Hs/zee �a� Z, S AFL Al "PtQ f S 00 COA4A le kKetl 401d, dot-ik S A-e ool4m4led bS ruc�CAr� Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any fiu-ther work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: /7--/?7—ZQ2.C! ❑ Please contact our office regarding possible Department: L structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 1110' RUILDING reserve 96' el. 1 90 el. drainfield 4' rock wall 43' slope drainfield and reserve for 32016-51-00018 36 80' 6'6A existing house Fol \ 140' 140' oo i � I 120' i 3' el. 4' rock wall 15' el. REC IVED / private drive to hiway 3 SEP 19 2019 31d&n _01/07Z 1q0, \ 615 W.Alder Street 1 scale 1/4"=8' Parcel Number: 320165100018 ' I well with 100' radius MCGREGOR, ELIZABETH KAY PO BOX 2142 SHELTON WA 98584 / d RECEWED Structural Calculations for: SEP 19 2019 615 W. Alder Street Kay Fluke Ga rge Precision Designs, Kiazen Homes 1993 E State Route 3, Shelton, WA Mason County 4/11/2019 Job # 20190411AE BUILDING l � l �.l tally signed by Eric J A niezak,P.E. Designed By: DN:C=US, E=eri c @ej s-engine eri ng.com, -= Eric J. Sniezak, P.E. Eric J Sniezak, P.E. o=="EJS Engineering,PLLC", CN="Eric J Sniezak,P.E." EJS Engineering, PLLC Date:2019.06.06 10:34:34-07'00' 183 Mountain View Dr Packwood, WA 98361 (360)880-0524 or (253)405-2200 EJS ENGINEERING, PLLC eric@ejs-engineering.com E��S EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. 183 Mountain View Dr Packwood, WA 98361 (360)880-0524/(253)405-2200 EJS ENGINEERING, PLLC Scope of Work EJS Engineering, PLLC was asked to provide structural calculations and structural plans to the designer/architect/owner/contractor for use in obtaining a building permit for the referenced project at the referenced location. The application and use of these calculations is limited to a single site referenced on the cover sheet. The attached calculations may or may not apply to other sites and the designer/architect/owner/contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact EJS Engineering PLLC for use at other sites. The scope of this agreement covers the design phase only. If site inspections are required by the building department, these will be performed at an additional hourly fee of $150.00 per hour (including travel time). Also, revisions to the original design will be billed at the hourly rate of $150.00 per hour-including site visits and travel time due to construction not following original engineering. EJS Engineering PLLC will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, EJS Engineering shall have liability limited to the amount of the total fee received by EJS Engineering. All work done by EJS Engineering, PLLC is valid only for the specific project invoiced. Unless otherwise noted, payment for services are due at delivery. Failure to pay for services rendered will result in the invalidity of the professional stamp and will be reported to the proper state/county/city jurisdiction. Questions about the attached information should be addressed to EJS Engineering, PLLC Eric J. Sniezak, P.E. EJS Engineering, PLLC 183 Mountain View Dr Packwood, WA 98361 (360)880-0524 or (253)405-2200 eric@ejs-engineering.com EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. General Notes: Job #20190411AE 4/11/2019 Project: Kay Fluke Garge Precision Designs, Kiazen Homes 1993 E State Route 3, Shelton,WA Mason County Job # 20190411AE Applicable Codes and Specifications: 2015 International Building Code [IBC] 2015 International Residential Code [IRC] ASCE 7-10 [ASCE] 2015 NDS/ASD Wood Design Manuals [NDS] ANSI/AF&PA SDPWS-2008 Special Design Provisions for wind and seismic [AF&PA] Simpson Strong-Tie Wood Construction Connectors C-2011 [Simpson] Boise Engineered Wood Products-WSG 11/2005 [BCI] WABO-SEAW White Paper Snow Load Regulations and Engineering Practices [WABO-SEAW] Risk Category: II [ASCE Tbl 1.5-1& IBC Tbl 1604.5] Vertical Loads: Dead Loads Live Loads RoofH (Heated) 15 psf 25 psf [ASCE Tbl 4-1] Roof„ (Unheated) 15 psf 25 psf Floor 12 psf 40 psf [ASCE Tbl 4-1] Deck or Balcony 12 psf 60 psf [ASCE Tbl 4-1] Storage 12 psf 100 psf [ASCE Tbl 4-1] Timber Wall 10 psf n/a Concrete 150 pcf n/a Steel 490 pcf n/a Snow Loads Ground Snow Load, p9 30 psf [WABO-SEAW] Heated Flat Roof Snow Load, prh 25 psf [ASCE 7.3-1] Unheated Flat Roof Snow Load, prc 25 psf Lateral Loads: Seismic Design Criteria D1 [ASCE Tbl 11.6-1] Wind Speed,V,,,t 120 mph [ASCE fig 26.5-1A,B,C] Exposure Category C [ASCE 6.5.6.3] Site Condition: Soil bearing 1500 psf Frost Depth 18 inches Jurisdiction: Mason County EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Lateral Loading Job # 20190411AE WIND LOADS Wind loads for the MWFRS(Main Wind-Force Resisting System)shall be determined in accordance with Chapter 26-30 of ASCE 7. Risk Category II Basic Wind Speed,Vult 120 MPH Wind Directionality Factor, Kd 0.85 [ASCE table 26.6-1] Exposure Category C [ASCE 26.7] Topographic Factor, Kt 1.0 [ASCE 26.8] Enclosure Classification Open [ASCE 26.10] net pressure top, ph 19.70 psf [ASCE table 27.6-1] net pressure bot, p0 18.10 psf [ASCE table 27.6-1] net pressure roof, pz 14.05 psf [ASCE table 27.6-2] Minimum design wind load shall be: [ASCE 27.4.7] walls 16.0 psf roof 8.0 psf Basic Load Combination =0.6D + 1.OW [IBC 16-14] Calc Min Control ph= 19.7 16.0 19.7 psf p0= 18.1 16.0 18.1 psf pz= 14.0 8.0 14.0 psf SEISMIC LOADS Diaphragms are considered flexible for wood framing [ASCE12.14.5] Simplified method used [ASCE12.14.1.1&table 12.6-11 Seismic Design Category = D1 [ASCE Tbl 11.6-1] E=Eh+E [ASCE Eqn 12.14-3] Eh=QE [ASCE Eqn 12.14-5] E,=0.2*Sds*D [ASCE Eqn 12.14-6] note:0.2*Sds*D is the v.c. Structure is adequate for this load by inspection. QE =effective horn. Seismic force =V V =F*SpS*W/R -Seismic Base Shear [ASCE Eqn 12.14-11] where SpS =2/3*FaSs 100% Fa=Acceleration based Site Coefficient 1.2 [ASCE Tbl 11.4-1] SS =Mapped spectral accel. 125% [ASCE Fig 22-1] F = #of storys modifer, 1.0, 1.1, 1.2; 1, 2 1.1 [ASCE 12.14.8-1] R =Response mod factor 6.5 RWood A.13 [ASCE Tbl 12.14-1] 1.25 Rcanti G.3 [ASCE Tbl 12.2-1] W =The Effective Seismic weight ** Ibs ** Weights are as follows: Roofs 15 psf [ASCE 12.14.8-1 note 2] Floors 12 psf Walls 10 psf Basic Load Combination =0.6D +0.7E [IBC 16-15] DESIGN SEISMIC LOADS: E = Eh=V =F*SDS*W/RWood 0.169 *W E =Eh=V =F*SDS*W/Rcanti 0.880 *W 0.7E,,00d = 0,118 *W 0,7E,,,t, = 0,616 *W US Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J.Sniezak, P.E. Shear Wall Line Job # 20190411AE Shear Wall Line G1-Garage Left Wall Nailing Schedule Shearwall Force From Wind 2877.8 Ibs "A" nailing schedule Shearwall Force from Seismic 1791.1 Ibs Wall Layout Shear Length Wind 10.7 ft Shearw 269.8 plf A Nailing Shear Length Seismic 10.4 ft Shears 172.9 plf A Nailing Wall Length 36.0 ft Btm Plt 109.0 plf Bottom Plate Length 18.0 ft # w h Ratio weff Inc? Mot Mrestore Mnet Uplift Nailing other 1 2.0 8 4.0 1.0 no n/a 1 3.7 8 3.4 yes 7914 4356 3558 970 847 n/a 1 7.0 8 1.1 7.0 yes 15108 15876 -768 -110 1617 n/a Wind Loading Shear Wall Area Roofs 108.0 ftz Walls 72.0 ft2 other 0.0 ft, misc 0.0 ft2 Shearwall Area 180.0 ft2 Shearwall Forcew 2,877.8 Ibs Weight for Seismic Loading Shearwall Seismic Wt 15,120 Ibs Btm Pt Wt 16,560 Ibs Shearwall Forces 1,791 Ibs Btm Pt Force 1,962 Ibs Restoring Wt 13,680 Ibs seis wt a b Area DL Wt (lbs) restore shape notes yes 36.0 20.0 720.0 15.0 10800 yes rect restore roof yes 36.0 0.0 0.0 15.0 0 no rect roof no restore yes 36.0 8.0 288.0 10.0 2880 yes rest shear wall yes 36.0 4.0 144.0 10.0 1440 no rect upper 1/2 perp walls no 36.0 4.0 144.0 10.0 1440 no rect lower 1/2 wall perp yes 0.0 0.0 0.0 12.0 0 yes rect upper floor restore yes 0.0 0.0 0.0 12.0 0 no rect upper floor no restore US Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Shear Wall Line Job #20190411AE Shear Wall Line G1-Garage Left Wall Nailing Schedule Shearwall Force From Wind 2877.8 Ibs "A" nailing schedule Shearwall Force from Seismic 1791.1 Ibs Wall Layout Shear Length Wind 13.5 ft Shearw 213.2 plf A Nailing Shear Length Seismic 12.7 ft Shears 141.3 plf A Nailing Wall Length 36.0 ft Btm Plt 75.5 plf Bottom Plate Length 26.0 ft # w h Ratio weff inc? Mot Mrestore Mnet Uplift Nailing other 1 2.5 8 3.2 1.6 no n/a 1 2.8 8 18 2.0 yes 4832 2059 2773 979 655 n/a 1 10.7 8 0.8 10.7 yes 18190 29184 -10994 -1031 2464 n/a Wind Loading Shear Wall Area Roofs 108.0 ft2 Walls 72.0 ft2 other 0.0 ft2 misc 0.0 ft2 Shearwall Area 180.0 ft2 Shearwall Forcew 2,877.8 Ibs Weight for Seismic Loading Shearwall Seismic Wt 15,120 Ibs Btm Pt Wt 16,560 Ibs Shearwall Forces 1,791 Ibs Btm Pt Force 1,962 Ibs Restoring Wt 13,680 Ibs seis wt a b Area DL Wt(Ibs) restore shape notes yes 36.0 20.0 720.0 15.0 10800 yes rect restore roof yes 36.0 0.0 0.0 15.0 0 no rect roof no restore yes 36.0 8.0 288.0 10.0 2880 yes rect shear wall yes 36.0 4.0 144.0 10.0 1440 no rest upper 1/2 perp walls no 36.0 4.0 144.0 10.0 1440 no rest lower 1/2 wall perp yes 0.0 0.0 0.0 12.0 0 yes rect upper floor restore yes 0.0 0.0 0.0 12.0 0 no rest upper floor no restore EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Shear Wall Line Job #20190411AE Shear Wall Line G1-garage front Nailing Schedule Shearwall Force From Wind 3214.9 Ibs "B" nailing schedule Shearwall Force from Seismic 1791.1 Ibs Wall Layout Shear Length Wind 8.7 ft Shearw 370.9 plf B Nailing Shear Length Seismic 7.3 ft Shears 245.3 plf A Nailing Wall Length 36.0 ft Btm Plt 93.4 plf Bottom Plate Length 21.0 ft # w h Ratio weff Inc? Mot Mrestore Mnet Uplift Nailing other 1 0.5 7 14.0 0.1 no n/a 2 0.3 7 21.0 0.0 no n/a 1 2.3 7 3.0 1.6 yes 6059 837 5222 2238 539 sTHD 1 3.0 7 2.3 2.6 yes 7790 1384 6406 2135 693 sTHD 1 3.3 7 2..1 3.2 yes 8655 1708 6947 2084 770 sTHD Wind Loading Shear Wall Area Roofs 132.0 ft2 Walls 72.0 ft2 other 0.0 ft2 misc 0.0 ft2 Shearwall Area 204.0 ft2 Shearwall Forcew 3,214.9 Ibs Weight for Seismic Loading Shearwall Seismic Wt 15,120 Ibs Btm Pt Wt 16,560 Ibs Shearwall Forces 1,791 Ibs Btm Pt Force 1,962 Ibs Restoring Wt 5,040 Ibs seis wt a b Area DL Wt (Ibs) restore shape notes yes 36.0 4.0 144.0 15.0 2160 yes rest restore roof yes 36.0 16.0 576.0 15.0 8640 no rect roof no restore yes 36.0 8.0 288.0 10.0 2880 yes rect shear wall yes 36.0 4.0 144.0 10.0 1440 no rect upper 112 perp walls no 36.0 4.0 144.0 10.0 1440 no rect lower 112 wall perp yes 0.0 0.0 0.0 12.0 0 yes rest upper floor restore yes 0.0 0.0 0.0 12.0 0 no rest upper floor no restore EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Shear Wall Line Job # 20190411AE Shear Wall Line G2-Garage Back Nailing Schedule Shearwall Force From Wind 2877.8 Ibs "A" nailing schedule Shearwall Force from Seismic 1791.1 Ibs Wall Layout Shear Length Wind 33.0 ft Shearw 87.2 plf A Nailing Shear Length Seismic 32.6 ft Shears 55.0 plf A Nailing Wall Length 36.0 ft Btm Plt 59.4 plf Bottom Plate Length 33.0 ft # w h Ratio Weff inc? Mot Mrestore Mnet Uplift Nailing Other 1 3.5 8 23 3.1 yes 2442 561 1880 537 809 n/a 1 29.5 8 0.3 29.5 yes 20580 39873 -19293 -654 6815 n/a Wind Loading Shear Wall Area Roofs 108.0 ft2 Walls 72.0 ft2 other 0.0 ft2 misc 0.0 ft2 Shearwall Area 180.0 ft2 Shearwall Forcew 2,877.8 Ibs Weight for Seismic Loading Shearwall Seismic Wt 15,120 Ibs Btm Pt Wt 16,560 Ibs Shearwall Forces 1,791 Ibs Btm Pt Force 1,962 Ibs Restoring Wt 5,040 Ibs seis wt a b Area DL Wt(Ibs) restore shape notes yes 36.0 4.0 144.0 15.0 2160 yes rest restore roof yes 36.0 16.0 576.0 15.0 8640 no rect roof no restore yes 36.0 8.0 288.0 10.0 2880 yes rect shear wall yes 36.0 4.0 144.0 10.0 1440 no rect upper 1/2 perp walls no 36.0 4.0 144.0 10.0 1440 no rect lower 1/2 wall perp yes 0.0 0.0 0.0 12.0 0 yes rest upper floor restore yes 0.0 0.0 0.0 12.0 0 no rect upper floor no restore EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Shear Wall Schedule Mark# Wall Type Nails Pattern NOTES A 7/16" MIN.APA SHEATHING ONE FACE 8d 6" O.C. EDGE/12" O.0 FIELD 1,2,3,4,8,12,13 B 7/16" MIN.APA SHEATHING ONE FACE 8d 4"O.C. EDGE/12"O.0 FIELD 1,2,3,5,8,12,13 C 7/16" MIN.APA SHEATHING ONE FACE 8d 3"O.C. EDGE/12"O.0 FIELD 1,3,6,8,10,11,12,13 D 7/16" MIN.APA SHEATHING ONE FACE 8d 2"O.C. EDGE/12"O.0 FIELD 3,7,8,9,10,11,12,13 P ALTERNATE BRACED WALL PANEL 8d 3"O.C.ALL FRAMING 14 G 5/8" GYPSUM WALL BOARD 16d 4"O.C.ALL FRAMING 115,16 Shearwall Notes: 1) All studs and blocking shall be HF#2 U.N.O., all top and bottom plates shall be HF#2 U.N.O.. 2) All sheathing edges shall be blocked with 2x or wider framing. 3) Nailing criteria based on IBC Table 2306.4.1 for CD plywood and HF#2 framing. Substitutions must be verified in writing by the Engineer of Record. 4) Anchor bolts shall be 5/8"o, 7"embedment,and 3"x3"xl/4"square washer at 6'-0"o.c. 5) Anchor bolts shall be 5/8"0, 7"embedment,and 3"x3"xl/4"square washer at 4'-0"o.c. 6) Anchor bolts shall be 5/8"0, 7"embedment, and 3"x3"x1/4"square washer at 2'-0"o.c. 7) Anchor bolts shall be 5/8" 0, 7"embedment, and 3"x3"xl/4" square washer at 1'-0"o.c. 8) One anchor bolt shall be provided within 12"of the end of each sill plate. 9) Provide nominal 3x sill bottom plate. 10) Provide nominal 3x or larger framing at abutting panel edges receiving edge nailing. 11) Studs shall not be spaced more than 16"o.c. 12) 10d box nails may be used in lieu of 8d common nails. All nails shall have full size heads 13) Hold downs and other connections may be required at the ends of any shearwall. Size and locations of these connections are indicated on the plans. 14) See Figure 2308.9.3.2 Also see APA TT-100 technical paper. 15) All edges of gypsum wall board to be blocked 16) Gypsum values derrived from table 2306.7 IBC Mark# Seismic Capacity Wind Capacity A 255 plf 357 plf B 395 plf 553 plf C 505 plf 707 plf D 670 plf 938 plf G 1131 plf 1175 plf Capacity Increase based on 2306.3 allowing an 40% increase for wind design. EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Gravity Analysis Job #20190411A (A) Roof System Manufactured vaulted trusses placed at 24" o.c. H2.5a at each bearing point. Have manufacture specification on site during construction. Follow manufacture specifications. EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Grayh Analysis Job #20190411A A2-Front Cover Beam Span and Member Properties Type No.of pieces Section Species Deflection Crit Span (ft) Moist Cont. S4S 1 4x10 DF#2 Roof 6 <19% b 3.50 in Wt factor 0.233 Ib/(inz-ft) h 9.25 in WtInc factor 1.000 factor Ax 32.38 in E 1,300,000 psi Sx 49.9 in Fb 900 psi Ix 230.8 in' Fv 180 psi Adjustment Factors Adjusted Design Values M V E E 1,300,000 psi Cf = 1.2 N/A N/A Fb 1,080 psi Cr = 1 N/A N/A F 180 psi CM = 1 1 1 VxaII 3,885 Ibs Cf° = 1 N/A N/A Mxall 4,492 ft-Ibs q = 1 1 1 ALLMax 0.300 in Ct = 1 1 1 AT°tMax 0.400 in Uniform Loads Roof Floor Deck Storage Dead (psf) 20 12 12 12 W Live (psf) 25 40 60 100 Trib (ft) 15.5 0.0 0.0 0.0 U' Total Loads 697.5 0.0 0.0 0.0 7.54 plf Point Loads Reactions/forces/stresses Load 1 Load 2 Ra 2,115.1 Ibs Dead 0 0 Rb 2,115.1 Ibs Live 0 0 Vxmax 2,115.1 Ibs Location 0.0 0.0 Mxmax 3,172.7 ft-Ibs Design Check Stress/Deflection/Load Check-------------------> OK Actual Allowable Max fv (psi) &V (Ibs) 98 2,115 180 3,885 54% Max fb (psi)& M (ft-Ibs) 763 3,173 1,080 4,492 71% Live Load Max Defl.(in) 0.038 L/1912 0.300 L/240 13% Total Load Max Defl. (in) 0.069 L/1050 0.400 L/180 17% EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Gravity Analysis Job # 20190411P (B) Headers 131-Gable Header witrh point load Span and Member Properties Type No. of pieces Section Species Deflection Crit Span (ft) Moist Cont. GLB 1 31/8 x 12 24F-V4 Floor 12 <19% b 3.13 in Wt factor 0.233 Ib/(inZ-ft) h 12.00 in WtInc factor 1.000 factor Ax 37.50 in E 1,800,000 psi Sx 75.0 in' Fb 2,400 psi Ix 450.0 in F 240 psi Adjustment Factors Adjusted Design Values M V E E 1,800,000 psi CF = 1 N/A N/A Fb 2,400 psi Cr = 1 N/A N/A Fv 240 psi CM = 1 1 1 Vxall 6,000 Ibs Cf„ = 1 N/A N/A Mxall 15,000 ft-Ibs C; = 1 1 1 OLLMax 0.400 in Ct = 1 1 1 OrotMax 0.600 in Uniform Loads Roof Floor Deck Storage Dead (psf) 15 12 12 12 Live(psf) 25 40 60 100 Trib (ft) 4.0 0.0 0.0 0.0 J° Total Loads 160.0 0.0 0.0 0.0 8.74 plf Point Loads Reactions/forces/stresses Load 1 Load 2 Ra 1,822.4 Ibs Dead 607.5 0 Rb 1,822.4 Ibs Live 1013 0 Vxmax 1,822.4 Ibs Location 6.0 0.0 Mxmax 7,897.3 ft-Ibs Design Check Stress/Deflection/Load Check-------------------> OK Actual Allowable Max fv (psi)&V (Ibs) 73 1,822 240 6,000 30% Max fb (psi) & M(ft-Ibs) 1,264 7,897 2,400 15,000 53% Live Load Max DefI. (in) 0.135 L/1063 0.400 L/360 34% Total Load Max Defl. (in) 0.222 L/649 0.600 L/240 37% EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J.Sniezak, P.E. Gravity Analysis Job #20190411E B2-5' wide headers Span and Member Properties Type No.of pieces Section Species Deflection Crit Span (ft) Moist Cont. S4S 1 4x8 DF#2 Floor 5 <19% b 3.50 in Wt factor 0.233 Ib/(in2-ft) h 7.25 in WtInc factor 1.000 factor Ax 25.38 in E 1,300,000 psi Sx 30.7 in' Fb 900 psi Ix 111.1 in F 180 psi Adjustment Factors Adjusted Design Values M V E E 1,300,000 psi CF = 1.3 N/A N/A F b 1,170 psi Cr = 1 N/A N/A FV 180 psi CM = 1 1 1 Vxall 3,045 Ibs qu = 1 N/A N/A Mxall 2,989 ft-Ibs C; = 1 1 1 OLLMax 0.167 in Ct = 1 1 1 ATotMax 0.250 in Uniform Loads Roof Floor Deck Storage Dead (psf) 15 12 12 12 W Live (psf) 25 40 60 100 w Trib (ft) 20.0 0.0 0.0 0.0 U� Total Loads 800.0 0.0 0.0 0.0 5.91 plf Point Loads Reactions/forces/stresses Load 1 Load 2 Ra 2,014.8 Ibs Dead 0 0 Rb 2,014.8 Ibs Live 0 0 Vxmax 2,014.8 Ibs Location 0.0 0.0 Mxmax 2,518.5 ft-Ibs Design Check Stress/Deflection/Load Check-------------------> OK Actual Allowable Max fv (psi) &V (Ibs) 119 2,015 180 3,045 66% Max fb (psi) & M (ft-Ibs) 986 2,518 1,170 2,989 84% Live Load Max Defl. (in) 0.049 L/1232 0.167 L/360 29% Total Load Max Defl. (in) 0.078 L/764 0.250 L/240 31% EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Garage Eric J. Sniezak, P.E. Gravity Analysis Job # 20190411P B3-Garage Door Header Span and Member Properties Type No.of pieces Section Species Deflection Crit Span (ft) Moist Cont. GLB 1 9/8 x 12 24F-V4 Floor 12.25 <19% b 5.13 in Wt factor 0.233 Ib/(in2-ft) h 12.00 in WtInc factor 1.000 factor Ax 61.50 in E 1,800,000 psi Sx 123.0 in Fb 2,400 psi Ix 738.0 in F 240 psi Adjustment Factors Adjusted Design Values M V E E 1,800,000 psi CF = 1 N/A N/A Fb 2,400 psi Cr = 1 N/A N/A Fv 240 psi CM = 1 1 1 Vxall 9,840 Ibs qu = 1 N/A N/A Mxall 24,600 ft-Ibs q = 1 1 1 OLLMax 0.408 in Ct = 1 1 1 ATotMax 0.613 in Uniform Loads Roof Roof 2 Deck Storage Dead (psf) 15 15 12 12 W Live (psf) 25 25 60 100 4 Trib (ft) 20.0 0.0 0.0 0.0 °chi Total Loads 800.0 0.0 0.0 0.0 14.33 plf Point Loads Reactions/forces/stresses Load 1 Load 2 Ra 4,987.8 Ibs Dead 0 0 Rb 4,987.8 Ibs Live 0 0 Vxmax 4,987.8 lbs Location 0.0 0.0 Mxmax 15,275.0 ft-Ibs Design Check Stress/Deflection/Load Check-------------------> OK Actual Allowable Max fv (psi)&V (Ibs) 122 4,988 240 9,840 51% Max fb (psi) & M (ft-Ibs) 1,490 15,275 2,400 24,600 62% Live Load Max DefI. (in) 0.191 L/770 0.408 L/360 47% Total Load Max Defl. (in) 0.311 L/473 0.613 L/240 5111/o EJS Engineering, PLLC 20190411AE Precision Kaizen Fluke Gara Eric J.Sniezak, P.E. Gravity Analysis Job #2019041 (F) Footings F1-Porch Footings Floor Roof trib length 0.0 ft trib length 3.0 ft load 72.0 psf load 40.0 psf spacing 0.0 ft spacing 15.5 ft 0 Ibs 1,860 Ibs Uplift trib length 0.0 ft load 14.0 psf spacing 0.0 ft 0 Ibs Uplift 1,860 Footing Size Footing Capacity Dead Load 18"x 18"x8" 3,375 Ibs 225 Ibs 24"x24"x8" 6,000 Ibs 400 Ibs 30"x30"x 12" 9,375 Ibs 938 Ibs 36NMN15" 13,500 Ibs 1688 Ibs 42"x42"x18" 18,375 Ibs 2756 Ibs 48"x48"x18" 24,000 Ibs 3600 Ibs USE., 18'5r18'5r8" footing Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 CANCELLEO www.co.mason.wa.us BL 22019-01072 GARAGE/ STORAGE PROJECT DESCRIPTION: NEW DETACHED GARAGE & STUDIO ISSUED: 01114/2020 SITE ADDRESS: 1993 E STATE ROUTE 3 SHELTON EXPIRES: 07/12/2020 PARCEL: 320165100018 APPLICANT: ELIZABETH KAY MCGREGOR OWNER: ELIZABETH KAY MCGREGOR PO BOX 2142 PO BOX 2142 SHELTON,WA98584 SHELTON,WA98584 CONTRACTOR: Kaizen Cnstruction LLC 3602507037 GENERAL CONTRACTOR'S LICENSE: KAIZEN CONSTRUCTION LLC License: KAIZECL857MH Expires: 0 711 012 02 1 360.250.7037 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 530.00 $25,599.00 Change in Tenant-Minor EH $110.00 $0.00 Plan Review R-3 VB Residential, one- 364.00 $44,131.36 and two-family Mechanical Fees $59.00 $0.00 Covered Deck/Carport 270.00 $5,940.00 Plumbing Fees $68.00 $0.00 Building Permit Fee $900.62 $0.00 Plumbing Base Fee $25.00 $0.00 Mechanical Base Fee $30.00 $0.00 State Fee-Residential $6.50 $0.00 Planning Review Fee $240.00 $0.00 Plan Check Fee $585.40 $0.00 Total: $75,670.36 Totals : $2,024.52 $0.00 FIXTURES City Mechanical Fixtures Sty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Bathroom Sink Printed by Genie Mcfarland on:01114/2020 02:34 PM Page 1 of b Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2019-01072 Qy Mechanical Fixtures —Qty Plumbing Fixtures 1.0000 Ductless Heat Pump 1.0000 Number of Clothes Washers 3.0000 Spot Vent Fan(s) 1.0000 FLOOR SINK 1.0000 Number of Showers 1.0000 Number of Toilets 1.0000 Number of Water Heaters and or Vent 2.0000 Number of Hose Bibs REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough-Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Slab Insulation Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. . REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. " Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. Printed by Genie Mcfartand on.01/14/2020 02.34 PM Page 2 of 5 >a Mason County Mason County - Division of Community Development `lam 615 W.Alder St. Bldg.8 �•H,,.3"� Shelton,WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2019-01072 All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. ' Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. ` All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. " WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. ' Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. • All property lines shall be clearly identified at the time of foundation inspection. • All changes to"approved" building plans that effect compliance with the international codes as amended and adopted,or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. ' The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. The foundation/footing must be placed on undisturbed, firm-native soil. Printed by Genie Mcfarland on 01/14/2020 02:34 PM Page 3 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 ` r�„tiK►<`i Shelton,WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2019-01072 ` A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agenUcontractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. 'NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. ` All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. ` The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. ` The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition,a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. ` To perform an inspection the Mason County Building Inspector will need to access the interior of the structure. An electrical permit completed and approved by Washington State Labor& Industries must be available on-site during the inspection. The Mason County Building Inspector will inspect the following: Verify that the system is installed in accordance with manufacturer specifications;The inspector will check to make sure that the exterior unit is permanently installed and supported, the exterior unit complies with required setbacks to property lines, fuel tanks are located at least 10-ft from the system, a source of ignition,all exterior penetrations are properly sealed,condensate lines are installed and are properly supported, including proper material,slope, and that the condensate line terminates to a proper location outside of the foundation, copper refrigerant lines are insulated with '/:"thick continuous closed-cell foam insulation or better, indoor units are located at least 3-ft from smoke and carbon monoxide alarms,and that modifications made to the structure,to install the unit, does not affect existing structural members. Printed by Genie Mcfarland on.01/14/2020 02:34 PM Page 4 0l 5 Mason County Mason County - Division of Community Development II`✓�, 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2019-01072 Adopted IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R38, and Slab Insulation R-10. 3db HIGH EFFICIENCY HVAC EQUIPMENT3d: Ductless Split System Heat Pumps,Zonal Control: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. 1.0 5b EFFICIENT WATER HEATING5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. 1.0 All slabs within the heated space shall be insulated to a minimum R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the top of the slab to the bottom of the footing. If slab is heated then entire slab and perimeter are to be insulated to an R-10. Residential developers and individuals shall be required to control erosion during construction. Removal of vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other environmental impacts.X " Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local I regulatin onstruction or the performance of construction. Issued By: Contractor or Autho iz d Agent: 1 Date: 14 9 I Printed by Genie Mcfadand on..01/14/2020 02:34 PM Page 5 of 5