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Home My WebLink AboutBLD2021-00646 Remodel - BLD Inspections - 10/16/2023 !, 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building,Planning,Environmental Health,Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2021-00646 Date Issued 08/19/2021 Issued By n I^ Project REMODEL OF EXISTING SFR W/NO FOOTPRINT EXPANSION �V Site Address 5275 E Pickering Rd Applicant AGOADO JAY M&ADRIEN L Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type ADDITION OR REMODEL- Occupancy RESIDENTIAL -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 Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing 0- -2 Q Groundwork Mechanical Plumbing -Iq•Z 2, VO I Groundwork Gas Pipe Mechanical !0-/I'o72 19 o Gas Piping iib-ly-.Z;lL VW Shear Wall Nailing 8 z4 2Z- Underfloor Other Insulation Slab Ceiling 16 Z Z Z fl& Floor /o/26/22 �'Q Vaulted Ceiling Walls �� Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building tO _1tA-5.S 0. Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other ' o�.� Q c twr ✓t�►•,t �.c c ecwc� -�_-L-Z J JL t)Idl �ov�ril etai( $�24/fit �4 P465 NO� 1n-Jw t( C16,e4, Q FNtMi),1 A;( to-ily-2a OVD A� M, FovwA 6'l ?I612.3 :5 . S—MF /scam f, e C-,," No 1,.-C.5j4ttxss,,6 jWMMw 14AYWHALS T M %G1&C0WN.T1WlG,1NiM t Agoado Beach House Renovation - 21S279 - Proprietary Anchors: Report #13287707 CLIENT Jay Agoado DATE 07/28/2022 PROJECT LOCATION 5275 East Pickering Road Shelton WA 98584 PERMIT#BLD2021-00646 Inspection Information: Inspection Date: Weather Time Onsite: 12:00 Sunny 98*F 07/28/2022 Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: N Concrete 0 Un-cracked Thickness in inches: Specified Compressive Strength inpsi: Unknown Existing Hole Data in inches: Depth: 13 Edge Distance: `3.5 End Distance 3Diameter /4 Spacing: er lan 0 Clean O Drilled O Cored Mechanical Anchor Data: T�,pe Length in inches: ' _ Diameter in inches: Torque(Ft.Ibs.): j ❑ Setting Tool Present Adhesive Anchor Data: Product Simpson Set XP Batch#:11000167881, 100180125 Name: Location: DU2,HDU5 Exp.Date/Shelf Life: 6/11/2023,08/16/202� Number of anchors:�0-11 Anchor Length in Inches: 18 Anchor Diameter in Inches: .625 N Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: ®Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* 0 Needs Engineer's review and acceptance* 0 Threaded Rod ®Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS:EPDXY INSPECTION LEVEL: Periodic Code Reference: 2018 IBC Risk Category:II Seismic Design Category:D Exposure:C .Sheet(s): S2.1 Detail(s): 12/S4.0 A„W.1 orW mri,rR tlr"io,W ou„Nea.Wimp—-mmm,E.,tn,cofw i,,Op"orr rft,,nC,Wnrtr,tlon for we�orW-ift.o>nnr,afs Or. ,m frm or r.Prtirq ev-norti a- 0,1 panting ow wru.n,pproW Environmental Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 1OlympialBellinghamISilverdalejTukwila 3 60.75 5.1990 www.mtc-inc.net Agoado Beach House Renovation-21S279,0712812022,#P287707,Page 1 of 3 MATERIALS TESTING A CONSULTING,INC. Location(s):Exterior SW HDU2,HDU5 Anchors Level(s)/Elevation(s):TOP of 8"Stem Wall Observed contractor drilled holes,blew holes clean with compressed air,brushed holes,then blew holes clean again with 1 :compressed air and installed A307 Galvanized All Thread Rods per the Manufacturer's Printed Installation Instructions (MPII). :NOTEWORTHY ITEMS: 1.PER GSN#18/S1.0 REQUIRES SIMPSON STRONG TIE AT-XP EPDXY,CONTRACTOR INSTALLED THREADED RODS USING SIMSPON STRONG TIES SET-XP.REQUIRES ENGINEER'S REVIEW AND APPROVAL FOR ACCEPTANCE. Epoxy was completed by(Non-)certified installer:Omar Ramirez,Fox Head Construction :Substrate Type:Concrete Stem Wall(8") :Substrate Conditions: (Dry) `The temperature of Substrate:99*F i i Age of Substrate:Existing Unkown l we of Anchor(s):A307 5/8"Galvanized Threaded Dowels ;Anchor Orientation:Vertical-Down Anchor Dimension(s):5/8"x 16" To the best of my knowledge,all work was performed in conformance with the manufacturer's printed installation instructions and project plans dated 5-11-22 and revision date 4-22-22 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 07/29/2022 09:16:42 UPLOADED: 07/29/2022 09:16:44 �..mwwi gobcSon b charts.Ina PWw aw ouna .,n mpo are wD ui as the w W,Mal MaPadY of clef am,Nhor to ror NuW bm at atswm ft,—d—m or a.l—mom ar"W,q our Rparts,—4d P,rbri av Wm approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing BurlingtoniOlympialBellinghamlSilverdale jukwila 360.755.1990 www.mtc-inc.net Agoado Beach House Renovation-21S279,0712812022,#P287707,Page 2 of 3 I MA tESTII�#"A CONSUlJ 1%Iw— C - "_ u JADED: 07/29/2022 09:16:47 �i C�1 FTC 0 ',129/2022 09:16:49 I� +c� � ti:L vm f}' a R , a UPLOADED: 07/29/2022 0 • UPLOADED: 07/29/2022 09:45:2- 01 4 UPLOADED: 07/ /2022 09:45:28 UPLOADED: 07/29/2022 09:45:32 REPORTED BY: Mike Dudley REVIEWED BY:Robert McNamara,Project Manager As.mutual protectan W clients,M ouaK I ourselves.ell 1P ft Im wAMai aVw mnfdenal w Mny of oYeMa.eM e�—kr puW—,of d bnwrb.WndW m or azlreds hom or re ,d,N our reports w iew—mMmp our wrM1bn app—M Environmental •Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtoniOlympial Bellingham I Silverdale ITukwila 360.755.1990 www.mtc-inc.net Agoado Beach House Renovation-21S279,0712812022,#P287707,Page 3 of 3 MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Be lm 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: RLI) 2021 — 00(oq(o ADDRESS/LOCATION: S175- E . FINDINGS• gjo EA254V Ole— 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 M,. 6I1 wV Date: j29/2 t ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: 'SCiL "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 Be lm 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: & F);?02 I - 006g6 ADDRESS/LOCATION: 52��j ►�JCKEI?I N C� 12D FINDINGS: 7 —HoLD DI)LJA)S 4J&b 70 8E T16076,QeD PLun131N 6 XA) SASEH r EEDS SOMOR-S 6 VF-V �f . / v-^ e-c.,l - v �- ia e- C.J- a + / .r m-w:r n4n4ons ,J 4-0 phkkst-, 6,4Laym 4w room 4, 41C Y 1 0 .� er Its , s w- 4A( I ) I � I U) " C.t�r+n l�c 1 hrd•l�t�,,... o� �;n.�furt 1•►aQ �txai� 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: /0-/Lf^ .2 ❑ Please contact our office regarding possible Department: &a structural damage incurred by recent Inspector: BCD "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 3 27 Shelton ext. 352 360-60-275-4465-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext. 352 Building, Planning, Environmental Health,Community Health (a 613 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: &D,20Z 1 - Uo(o q(o ADDRESS/LOCATION: 5�Z 75- P�nk.an, rd 15"A4t FINDINGS' ' to L \ S c o r of �i a off✓ ' le 4 61� 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 ► 0 cc- Cr1 r In61,os hk cd4, Date: 7/S--/23 Please contact our office regarding possible Department: g L structural damage incurred by recent natural/man made" disasters.This is NOT a Inspector: ,6L CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 w.saa cv�attY on-atuiatYmevins ACKNOWLEDGEMENI4 Prior to issuance of a building permit,the Owner, on the advice of the Project Engineer or Architect, shall complete,sign,and submit this form to the County Permit Center. Dedaration of Owner ^►+t � '� a< y, ;tt I,as the owner of the project,declare that the testing agency firms or individual/s listed herein are hired by me to perform"Special Inspections"and/or"Structural Testing"in accordance with the provisions of the International Building code(IBC)Charter 17. ;JAY aGofoo L3 2.0=-1 Owner(print) a ignature) (date) Declaration of Registered Professional Architect/Engineer I, as the design professional in responsible charge of the project listed herein, declare that the special inspection listed herein are required for this project in accordance with the provisions of the International Building Code(IBC)Chapter 17. r 3 John Riley,Quantum Consulting Engineers �- Architect/Engineer(print) Architect/Engineer Stamp/Signature(date) 8W 2W Testing Agency Name/Contact Materials Tesdrig&Corisuldrig info: Deane Ramsdell VP Business Development Tthe Special Inspection/Testing Agency listed above must have a curmpt Portfolio of Qualifications on file with the CountyEdgy to performing work. Dedaration of the Gen"Contractor I, as the General Contractor of the project agree to comply with the"Contractor Responsibility"items noted herein. 2-1 General Contractor(print) General Contractor Signature (date) ,— Page 2 of 4 HASOMN , o)AOAUxrlry Required Special Inspections International Building Code; Chapter 17: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the "Permit Center° prior to building permit approval. Engineer shalt check the applicable items: 0 Special inspection of fabricated items 17042.5 0 Submittals to the building official 1704.5 0 Structures over 75'in height located in Seismic Design Category D, 1704.6.1 ❑ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1 ❑Steel construction&structural Steel 17052.1 Q Cold form steel deck 1705.2-2 Q Open-web steel joists&girders 1705.2.3 ❑Cold form steel trusses spanning 60 feet or greater 1705.2.4 0 Concrete construction 1705.3&Table 1705.3 ❑Shotcrete 1705.3 ❑Welding of reinforcing bars 1705.3.1 ❑Material Tests 1705.3.2 ❑Masonry Construction 1705.4 0 Empirically designed masonry,glass unit&masonry in Risk Category IV 1705.4.1 I3 Vertical masonry foundation elements 1703.4_; a Wood construction 1705.5 O High Load Diaphragms 1705.5-1 ❑Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2 ❑Soils 1705.6&Table 1705.6 0 Driven deep foundations 1705.7&Table 1705.7 ❑Cast in-place deep foundations 1705.9&Table 1705.8 ❑Helical pile foundations 1705,9 ❑Fabricated items 1705.I0 Page 3 of 4 T� 4w n MASON COl]A1Y COLIMUNUY fps gL4 Zo 2 t-OoGy6 AC�t►&a ttcm o t)-F C� 5215 E. P+'c t!F4:a 4 /14 SHEtto+J, WA Permit Number Project Title Project Address/Parcel Number 9 pSpy Z 7.0161 Zoeb l l Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International Building Code,as amended by Washington State. Please acknowledge and return this form to the Mason County Permit Center. THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by Washington Association of Building officials(WABO)or individuals employed by a recognized testing laboratory and under the direct supervision of a Registered Professional Engineer are typically considered qualified at the discretion of the local jurisdiction having authority for enforcement BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the responsible Project Engineer or Architect shall fill out completely, sign and submit two(2) copies of the a attached"Structural Tests and Inspection Schedule'to this Department for review and approval including s` any requirements related to the Mason County Municipal Code. The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall also acknowledge the following conditions applicable to Special Inspection and/or Testing. 1. inspectionrfesting Agency shall submit names and qualifications of on-site Special Inspectors to the Building Inspection Permit Center for approval PPJOR TO PERMITtS BEING ISSUED. 2. All Special inspections shall be noted on the approved plans or attached approved documents. 3. All special inspections shall be approved by the County or as recommended by the Engineer of Record(EOR). 4. It is the responsibility of the General Contractorto review County approved plans for additional inspection or testing requirements that may be noted or required per IBC as noted on approved plans. 5. The General Contractor is responsible for proper notification to the Inspection/Testing Agency for items listed on this form. I 6. Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of all required inspection activities.These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be completed before the subject of inspection is approved by the building inspector. 7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building Inspector by the Inspection/Testing Agency or other responsible party within a reasonable time to test results. 8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided. A copy of the statement is to be maintained at the jobsite for the Building Inspectors review prior to final inspections. Page 1 of 4 wsat�aogtnr �uranrafavi:1W ❑ Special inspections for wind resistance 1705.1 ❑ Structural wood 1705,11.1 0 Wind resisting components 1705.11.3 ❑ Cold formed steel light frame 1705.11.2 XSpecial inspection for seismic resistance 1705.12 ❑ Special inspection for structural steel per 1705.12.1 Seismic force-resisting systems 1705.12.1.1 ❑ Structural steel elements 1705.12.1-2 0 Special inspection for structural wood per 1705.12-2 ❑ Special inspection for cold-formed steel per 1705.12.3 ❑Designated seismic systems 1705.12.4 ❑Architectural components 1705.12.5 ❑Plumbing,mechanical&electrical components 1705.12.6 • Storage racks 1705.12.7 ❑ Seismic isolation systems 1705.12.8 ❑Cold-formed steel special bolted moment frames 1705.12.9 ❑Testing for seismic resistance 1705.13 ❑ Structural steel 1705.13.1 ❑ Seismic fore-resisting systems 1705.13.1.1 ❑ Structural steel elements 1705.13.12 ❑Nonstructural components 1705.13.2 ❑Designated seismic systems 1705.133 ❑ Seismic isolation systems 1705.13.4 ❑Sprayed fire-resistance materials 1705.14 ❑Physical and visual tests 1705.14.1 ❑ Structural member surface conditions 1705.14.2(1705.14.3 through 1705.14,6.3) ❑Mastic&intumescent fire-resistance costings 1705.15 ❑Exterior insulation&finish systems(F1FS) 1705.16 ❑Fire-resistance penetrations and joints 1705.17 ❑Penetration firestops 1705.17.1 ❑F re-resistant joint systems 1705.17.2 ❑Testing for smoke control 1705.18 ❑Testing Scope 1705.18.1 Page 4 of 4 Permit#:BLD2021.00646 � L;�`_ [9]Archftecture 2 �� REDIFTERED NI�E DCMkRRLNAHGkLQ STATE OF WAFHINGTON sma,rr.fr.r P ],FAD ^ 0 ---- Cn it Nl ( ^�~ c a�a� I a^p..e�.ae.w 1 i^Ra�ywt ,]'.}iM• / 4 �0/ ' S PLANNING = C $I I I .' 1 ,'a,,, ALL SETBACKS ARE MEASURED FROM THE FURTHEST PROJECI.OF THE BUIUJINO Y Fr.,it-25 ft a �-------- -------- ----------- ----------- - North side=13'5a(As ex15t4ng) m �' PL 1SSAD � South siAc=12'-0a(As existing O Cu New roof mast follow existlnq a LL] north roof ling W1 X 17.50.12D(E) M LO New Site Plan O r 2 Scale:1116"=1'-0" APPROVED Q MASON COUNTY DCD PLANNING SNF.PLAN RFUUIRFO TO HE ON SITE CHANGES SUBJECT TO APPROVAL Malissi.'P,aulsen 0412 8/2 0 2 2 Permit Set NubIWYI Dab:OWN, REV,:Wtrmv ®REV 1:W]T/Ml] ®REV]:gDyp}3 A1 .0 Site Plans MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health April 27, 2022 Jay and Adrien Agoado 5275 E Pickering Rd Shelton,WA 98584 Upon reviewing the proposed revision to building permit BLD2021-00646 for the roof replacement at the address listed above(Parcel#: 22016120011).We have determined a deficiency and have placed a HOLD on the permit for the following reason(s): The proposed roof replacement would cause a lateral expansion of the structure into the shoreline buffer. Mason County Code 17.50.120(E)Lateral expansion of structures into areas prohibited by current bulk, dimensional or performance standards shall require a [shoreline]variance. The code does not allow for the proposed future canopy placement; however,the county would accept a retractable awning type canopy cover. Permit review will continue once a revised site plan,or shoreline variance permit has been received either via email to mpaulsen(@masoncountywa.gov or in-person at the Permit Center located at 615 W Alder St,Shelton WA 98584 Please remember to include the building permit number on all documentation for review. Thank you in advance, Malissa Paulsen I Planner Mason County Community Services P:(360)427-9670 ext.282 https://www.co.mason.wa.us/community-services Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6'h Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 I� MATERIALS TMI Nd•CONSULTING,INC- Agoado Beach House Renovation - 215279 - Proprietary Anchors: Report #13287787 CLIENT Jay Agoado DATE 07/28/2022 PROJECT LOCATION 5275 East Pickering Road Shelton WA 98584 PERMIT #BLD2021-00646 Inspection Information: Inspection Date: Time Onsite: 12:00 Weather Sunny 98*F 07/28/2022 Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: 0 Concrete N Un-cracked Thickness in inches: Specified Compressive Strength in psi:i Unknown i Existing Hole Data in inches: Depth: 113 J Edge Distance: 15 End Distance: Diameter !4 Spacing: er Ian ®Clean O Drilled O Cored Mechanical Anchor Data: Types ...__ Length in inches _ Diameter in inches: Torque(Ft.lbs.): = ❑ Setting Tool Present Adhesive Anchor Data: Product Simpson Set XP Batch#: 1000167881,100180125 Name: Location:HDU2,HDU5 Exp.Date/Shelf Life: 6/11/2023,08/16/2023 Number of anchors:20 Anchor Length in Inches: 18 W ? Anchor Diameter in Inches: .625 j ® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508) Reason for Inspection: ®Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* 0 Needs Engineer's review and acceptance* 0 Threaded Rod N Holes properly cleaned prior to epoxy installation Remarks: ...__ _...... . ....... ......_. ............. I PROPRIETARY ANCHORS:EPDXY j INSPECTION LEVEL:Periodic j :Code Reference: 2018 IBC 1 :Risk Category:II Seismic Design Category:D Exposure:C !Sheet(s): S2.1 Detail(s): 12/S4.0 Ae a nelW to cMft.ft puWb eM owrlvea,ell npv4 en eubeltletl ee the eonlltle I WP"W Me .aM eWarl W Iw pubtln of a t,m .—dunone a W—hom—prang ow mpmb e.ne W pe ng ow v ,eppranl_ Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialBeIIinghamISilverdaleITukwiIa 360.755.1990 www.mte-inc.net Agoado Beach House Renovation-21S279,0712812022,*P287707,Page 1 of 3 MATERIALS TESTING&CONSULTING,INC. Location(s): Exterior SW HDU2, HDU5 Anchors Level(s)/Elevation(s):TOP of 8" Stem Wall ;Observed contractor drilled holes,blew holes clean with compressed air,brushed holes,then blew holes clean again with compressed air and installed A307 Galvanized All Thread Rods per the Manufacturer's Printed Installation Instructions (MPII). NOTEWORTHY ITEMS: 1.PER GSN#18IS1.0 REQUIRES SIMPSON STRONG TIE AT XP EPDXY,CONTRACTOR INSTALLED THREADED RODS USING SIMSPON STRONG TIES SET-XP.REQUIRES ENGINEER'S REVIEW AND APPROVAL FOR ACCEPTANCE. i Epoxy was completed by(Non-)certified installer:Omar Ramirez,Fox Head Construction i Substrate Type:Concrete Stem Wall(8") Substrate Conditions: (Dry) The temperature of Substrate:99*17 Age of Substrate:Existing Unkown j I Type of Anchor(s):A307 5/8"Galvanized Threaded Dowels Anchor Orientation:Vertical-Down i Anchor Dimension(s): 5/8"x 16" i i To the best of my knowledge,all work was performed in conformance with the manufacturer's printed installation instructions and project plans dated 5-11-22 and revision date 4-22-22 To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: AM s UPLOADED: 07/29/2022 09:16:42 UPLOADED: 07/29/2022 09:16:44 m a m,=1 Vooacbw b caama.ft Wac am,o~ma,all raporta am�aa tl,a eo�v,op"of caaraa,am,auhwrtratson for oubkabon of-ma.o hA ions or amram horn or rap dM o raporm is-W pantirp our•rlhan apiwo,,el. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing BurlingtoniOlympial Bell inghami Silverdale ITukwila 360.755.1990 www.mtc-inc.net Agoado Beach House Renovation-21S279,0712812022,*P287707,Page 2 of 3 MATERIALS TESTING&CONSULTING,INC. WE 'i �N F �E H. « UPLOADED: 07/29/2022 09:16:47 r T'T_OADED: 07/29/2022 09:16:49 ' r f UPLOADED: 07/29/2022 09:45:22 UPLOADED: 07/29/2022 09:45:25 p UPLOADED: 07/29/2022 09:45:28 UPLOADED: 07/29/2022 09:45:32 REPORTED BY: Mike Dudley REVIEWED BY: Robert McNamara, Project Manager as a murwi vrobeao�ro aKma,me vudK ape ouraei.ea,an revorts are aua„mea as me maeaaanai pmpeny or clients,aM aumonauon ar vud�naa�orgare,„errta,m�a�vorrs or enreda nom or rcaara��our,awns a reaanea vene�r�q our wrme�app.ovsi Environmental•Geotechnical Engineering•Special Inspection•\on-I)estructive Testing• materials resting BurlingtoniolympialBellinghamlSilverdale!Tukwila 360.755.1990 www.mte-ine.net Agoado Beach House Renovation-21S279,0712812022,#P287707,Page 3 of 3 Mason County If 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 BLD2021-00646 ADDITION OR REMODEL- RESIDENTIAL PROJECT DESCRIPTION: REMODEL OF EXISTING SFR W/NO ISSUED: 08/19/2021 FOOTPRINT EXPANSION SITE ADDRESS: 5275 E PICKERING RD SHELTON EXPIRES: 02/15/2022 PARCEL: 220161200011 APPLICANT: AGOADO JAY M&ADRIEN L OWNER: AGOADO JAY M&ADRIEN L 7835 SE 75TH PLACE 7835 SE 75TH PLACE MERCER ISLAND,WA98040 MERCER ISLAND,WA98040 1.425.260.0715 VALUATIONS: FEES: Paid Due Project Valuation (BID, 24638.81 $24,638.81 Plumbing Base Fee $25.00 $0.00 ESTIMATION..) Mechanical Fees $173.00 $0.00 R-3 VB Residential, one- 1657.00 $204,937.76 Plan Check Fee $1,227.04 $0.00 and two-family Change in Tenant- Minor EH $120.00 $0.00 Plan Review Mechanical Base Fee $30.00 $0.00 Technology Surcharge $70.02 $0.00 State Fee-Residential $6.50 $0.00 Building Permit Fee $1,887.76 $0.00 Plumbing Fees $158.00 $0.00 Total: $229,576.57 Totals : $3,697.32 $0.00 FIXTURES Qty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Bath Tubs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Clothes Washers 1.0000 Heat Pump(s) 1.0000 Number of Dishwashers 1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Water Heaters and or Vent 5.0000 Spot Vent Fan(s) 2.0000 Number of Hose Bibs 2.0000 Number of Kitchen Sinks Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 1 of 7 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 ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 Qty Plumbing Fixtures 3.0000 Number of Showers 3.0000 Number of Toilets 4.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS * The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. * 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. * 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. * 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. * 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. Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 2 of 7 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 ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls,foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area.The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section R401.3& R402.4.1.2, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference IECC/WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate"and are available in '/,or'/z sheets. The Mason County Permit Center will also have some available. * 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. * 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. * The foundation/footing must be placed on undisturbed, firm-native soil. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext.450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * 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. * 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. * 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. * A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * 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. * 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. Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 3 of 7 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 ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 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. 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. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. 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. ' 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 R-38, and Slab Insulation R-10. 1.3- Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by5% 2.1 -Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour. maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a high efficiency fan(s)(maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed if they are controlled to operate at low speed in ventilation only mode. 3.4- Ductless mini-split heat pump system, zonal control: In homes where the primary space heating system is zonal electric heating, a ductless mini-split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit. 5.4-Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification or for R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. 5 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. Printed by:Genie Mcfadand on:08/19/2021 02:25 PM Page 4 of 7 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 ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 * Before renovating or remodeling activities in pre-1978 residential buildings or child occupied facilities and to ensure your compliance with applicable Washington lead regulations, contact the WA State Department of Commerce Lead Paint Program at; (360) 586-5323 or email Ibpinfo@commerce.wa.gov. Visit www.commerce.wa.gov/lead for further information. * 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. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * 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. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * 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/agent/contractor'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. Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 5 of 7 Mason County "I f Mason County - Division of Community Development �r 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations(including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches(38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. * All property lines shall be clearly identified at the time of foundation inspection. Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 6 of 7 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 ADDITION OR REMODEL- RESIDENTIAL BLD2021-00646 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. * 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. * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2015 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener spacing is required to be 4 inches or less. The shear wall schedule shown on sheet S4.0 designate wall(s)SW-4 (Detail 8/S4.0)with fastener spacing 4 inches or less. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton, WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1Oft setback from all footing/foundations. B.)Septic tank(s)requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. 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 law regulating construction or the performance of construction. Issued By: Contractor or Autho 4izd Agent: Date: �- Printed by:Genie Mcfarland on:08/19/2021 02:25 PM Page 7 of 7