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HomeMy WebLinkAboutBLD2024-00630 Storage 16x32 - BLD Application - 5/20/2024 MASON CORtaJVE�PerimitNo: CJL02o2-1' 00(0�0 COMMUNITY DEYELOPMENT Permit Assistance Center, Building, la ing BUILDING Aff6yLRN PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Anne Tucker NAME:Andrew spear Construction CM MAILING ADDRESS:901 W Clear take DR MAILING ADDRESS:200o W Shelton Valley Rd CITY:she"- STATE:WA ZIP:9B584 CITY:she"- STATE:WA ZIP:98584 PHONE#1: PHONE:360-49G-0324 CELL: PHONE#2: EMAIL:aspear.consaucbm@gmai.com EMAIL: L&I REG#ADRESC9510Q Exp. 01/31/25 PRIMARY CONTACT: OWNER❑ CONTRACTOR I] OTHER❑ NAME Md—spea EMAIL ems. 01@9"1d'-`O MAILING ADDRESS 2000 w She¢on veaey RD CITY she"° STATE WA ZIP 985" PHONE CELL PARCEL INFORMATION: W PARCEL NUMBER(12 Digit Number) 42135-50-00055 ZONING Residen5al LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT 18 SITE ADDRESS 901 W Gear take Dr CITY Shelton DIRECTIONS TO SITE ADDRESS Take 101 to dear take Drwe and go in IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO 8 SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF TIRE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW® ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)Rvstar e IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[a)ofBldg)❑ NO DESCRIBE WORK New Storage b lang 16 x 32 SQUARE FOOTAGE:(prapme4 IST FLOOR sq.R 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.& DECK sq.ft. COVERED DECK sq.ft. STORAGE' sq.ft. OTHER sq.ft. GARAGE 5(D O sq.ft. Attached❑ Detached Pr CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING PLUMBING IN STRUCTURE? YES❑ NO 0 Ifyes,attach completed Water Adequacy Form PER.IMETERNOUNDATION DRAINS PROPOSED? YES❑ NO© EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that 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 and 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 legal representative,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 permitiapplication becomes null 8 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 CONTI UATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PE IT PU TION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 5 1_A Signature of OWNER(Mus tte signed by the OWNER) '^.IMr/Dat DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Permit No: �t_D 202�I' DO(o50 J MASON CORtI V E C COMMUNITY DEYFLOPMENT Permit Assistance Center, Building, la ing BUILDING WeI &�N PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Anne Tucker NAME:Andrew spear Construction Cz MAILING ADDRESS:trot w Clear Lake DR MAILING ADDRESS:200o w Shenon vanes Rd CITY:6hekon STATE:wA ZIP:96584 CITY:Shelf- STATE:wA ZIP:Saw PHONE#1: PHONE:J60-490-0324 CELL: �m PHONE#2: EMAIL:aspear.construclkm@9mat.wrn EMAIL: L&I REG#ADRESC95100 EXP.// PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME Arld—spec EMAIL asp'ar•co"°`uz°"�pma'.°°" MAILING ADDRESS 2000wshehon Vail"RD CITY smrel[on STATE WA ZIP985e4 PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 42135-50-0 ZONING Residential LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICTt6 SITE ADDRESS 901 W Gear lake Dr CITY Shelton DIRECTIONS TO SITE ADDRESS Take 101 to dear lake Drive and go in IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NOS SNOW LOAD:2_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW® ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,CoknmercW Bldg,Etc)Rv'9e IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[4 ofB1dgl❑ NO o DESCRIBE WORK"BIM Storage Wkwy 16 x 32 SQUARE FOOTAGE:(proposed) 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.R DECK sq.ft. COVERED DECK sq.& STORAGE' sq.ft. OTHER sq.ft. GARAGE 5 W O sq.fL Attached❑ Detachedoi CARPORT sq.R Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED- MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW 0 EXISTING PLUMBING IN STRUCTURE? YES❑ NO 0 Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[9 EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that 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 and I further declare that 1 am entitled to receive this permit and to do the work as proposed.1 have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,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 permil/application becomes null&void if work or authorized construction is not commenced within 180 days or N construction work Is suspended for a period of 180 days. PROOF OF CONTI UATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PE IT PU ION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 5/Yl,74 Signature Df OWNER us sioned by the OWNER Datd DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Name H,nno_ ► ,,c.►tt� Parcel# �2L3S-So` OCS05S BLD# 2D2,---1-00lD2a Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area "All dimensions in feet Buildings ��� X I = 512 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways 5 X I _ N $ X = Length of drive begins at the right of way X Parking Areas X X = Any paved, gravel or packed area per definition above table X = Patios/Vl/alks X X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 3�v If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further a wl ge that the info ation provided is accurate and employees of Mason County are granted access to the above- describ pro for re ' an pection as may be required. J y X Owner/Agent/ ontractor� ircle one)Date: 5/zb'zo2 I If the Total Impervious Surfa Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name AArw tiu1Ct,�� Parcel# Ly213.S— S6-60Ci SS BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will he installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)427-9670 EXT.450 100 W PUBLIC WORKS DR SHELTON,WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact 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. Mason County Division of Environmental Health can be reached at: Phone: (360)427-9670 EXT.352 615 W ALDER ST SHELTON,WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 APPROVED PLANNING: MASON COUNTY DCD PLANNING ALL SETBACKS ARE MEASURED FROM THE FARTHEST PROJECTION OF THE SITE PLAN REQUIRED TO BE ON SITE BUILDING CHANGES SUBJECT TO APPROVAL By: X"171 - Date: 07/11/2024 PLANNING SETBACKS Front: 25' Rear and Side: 20' 'Subject to EH Setbacks ��013�13 •a a a('[��j This structure not reviewed under this permit 1}a�Yl`J�U Ch�Nu �R t �II� �., G13YA`C3ftu�Gtti6A • �, ' "'° ' 5' min to tanks 0 i 5' min to reserve EH setbacks A.)Drainfield/Reserve requires 5'setback from footing/foundabons with WAI 2024 00062 EH APPROVED B)Septic tank(s)requires 5'setback from all footing/foundations with WAI N/A C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area Rhonda Thompson 0 7/24/2024 D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area APPROVED MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL III:F�c'J By: � Date: 07/11/2024 I PLANNING: ALL SETBACKS ARE MEASURED FROM THE FARTHEST PROJECTION OF THE BUILDING PLANNING SETBACKS Front: 25' Rear and Side: 20' 'Subject to EH Setbacks EH APPROVED Rhonda Thompson 07/24/2024 c a This structure not reviewed under this permit 5' min to tanks ® IBM o r F EH setbacks A.)Drainfield/Reserve requires 5'setback from footing/foundations with WAI 2024-0 00 62 8.)Septic tank(s)requires 5'setback from all footing/foundations with WAINLA 5' min to reserve C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area r�T2is�e?st=lma v 7110� r Hit I oL L��` 9lfi`o.c' ` 7/I i"ash I Roo F P I ,usG wry ex -- CAUE VENT i nlb Cor�'fS N�'/�Xlo`l4,&S r -- Cp. ICA C��-�t� -� 1 �`c��s � --- �� �� �2 Ala-►-eS��,�s o IA �_ � 2 �T°rEE vE�IEEtZ �(�- CI7�JSTTf F Ii I - I "Fel TIN 55)64 P 24i61c HitLw 7JI .� I goo F PLA tl [toopir LAP Movlpc R-ooF TYPICAL AT ALL EXTERIOR VI►J6 i/30o WALLS UNLESS OTHERWISE NOTED! :z>* 2VroPT51 - �J°l/E VEnI't r nib Co,�`rS N/y�xio`A I&1s �F-So veto ON, t?2loc I / f U- A � II I r I � i ` (� •i —� � loaf a� C `� - III� lox '�. I Cowl I I b")W ITT I ( I ✓��L I -- N.r La was� n. r7 1 �� � ,�' I D.I Z�t•/rSv IV IL7- NLd fi}.tTF1 i ► � s� _ �UlCfi (O 1. s I s� I' E�iDrI I �I, A►-T�Od , �: ss -- �1Z •�T w I STRUCTURALSIZ .�T DETAIL DZ ON TYPICAL SHEARWALL NAILING AND HOLDOWN TRUCTURAL SHEET S1. CALLOUTS. SEE SHEET Si FOR NOTES/SCHEDULES. n o iA-5T�Tl i • I - STRUCTURAL NOTES 4. Sheathing at roofs shall be k"cox or-`116"OSe laid with face grain perpendicular to Supports and end joints 2xG P.T.51LL PLATE staggered 4'-0" on center. Provide 1/8" space between W/AB.S PER PLAN ffrtf OR`wALL:FRAMING CONTRACTOR, OWNER, AND FRAMER ARE TO panel edges as required by sheathing Manufacturer's. W/3x3x114'PLATE WASHER TYF. SEE BUILDING SECTIONS TRUSSES@ 24.O.C. Roof sheathing shall be nailed with Bd box nails at 6" T THOROUGHLY REVIEW THESE DOCUMENTS AND THEIR o.c. edges and 12" o.c. in the field unless otherwise 6,yG,y 1 OX IO W.W.M.F.or EDGE NAILING noted on the drawings. FIBER MESH EDGENAIUNG ROOF 511EATHING RELATIONSHIP TO THE ARCHITECTURAL PLANS. IF cADTLDN (OWNERS OPTION) FlNISHED GRADEW/ THERE ARE ANY QUESTIONS, OR DISCREPANCIES 5%SLOPE AWAY ABOUT THE NOTES, DETAILS, OR PLANS, CONTACT PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER EDGE NAILING RECOMMENDATION S. ,jl- `H THE ENGINEER OF RECORD AT THOMPSON ENGINEERING (SO 9) 987-1599. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING -- fl �y( I VENTED 2x BLXG. REQUIRED DURING PLACEMENT OF TRUSSES. _ a;61 9 e�1016-- These structural notes supplement the drawings. Any discrepancy 2q.1�w4 VERT5 Q 48'O C. found among the drawings, these notes, and the site conditions CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL - �, ELEVATIONS. /4 BARS CANT. shall be reported to the Engineer, who shall correct such �p �; (1)t4 BAR CANT. discrepancy in writing. Any work done by the Contractor after TYPICAL SHEAR-WALL NOTES �t'_y O.G. s_-+e „;L. W/24•LAPS 51MP50N _ discovery of such discrepancy shall be done at the Contractor's ;, H-I CUPS Q risk. The Contractor shall verify and coordinate the dimensions All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with 4•0 PERFORATED O� BRG/SHEAR WALL among all drawings prior to proceeding with any work or studs at 16"o.c.), or as called out below, with exterior FOOi1NG DRAINS C'1�7�f10 or BEAM-SET PLAN fabrication. The Contractor is responsible for all bracing and exposure glue and span rated "SR 24/0" or better. (5/8" TS-ll shoring during construction. All construction shall conform to the siding is ap acceptable substitution except where 5/8" or NATIVE UNDISTURBED applicable portions of the latest edition of the 2021 Intarnational thicker sheathing is specifically called out in the schedule G' SOIL Building Code except where noted. below). Sheathing may be installed horizontally or vertically. 12• Construction Stability: All nails shall be per table below. Nail size and spacing at FOUNDATION/SLAB SEC_TIO_N_DETAIL .�w ROOF FRAMING DETAIL all sheathing edges shall be as required in shear-wall schedule V I �/A•t' TRUSS-WALL CONNECTION The'design, adequacy and safety of erection bracing, shoring below. and all temporary supports is the sole responsibility of the L _ Contractor, and has not been considered by the Engineer of Nail Type Diameter (inches) (inch*a - Record. The Contractor shall provide the bracing necessary to 8d box 0.113 2-1/4 8d's p 6'O.C.EDGES 1L 2X4 OUTLOOKS® �'O.C. ROOF SHEATHING provide stability to the structure prior y the completed lOd box 0.128 3 OVER DOORWAY I"(4'r� EDGE NAILING application of the lateral resisting system. During 16d sinker 0.148 3-1/4 MIN STRAPS (2)IOds PER construction, the Contractor shall keep loads within the 8d common 0.131 2-1/2 _ Ix2 TRIM design roof and floor load limits indicated below. Lod common 0.148 3 Design Criteria: ALL SHEAAWALL WEaMING LUMBER BEALL BE i2 DOUG-FIR SPECIES - 1. Live Load - 25 PSF (Snow) MATERIAL. 2. Dead Load - 15 PSF (Roofs) SHEAR-WALL SCHEDULE -- ---t5TR_AF' 20 PSF (Wood Walls BOTTOM Or HCK I) I 2x FLY RAFTER 10 PSF (Partition Load) GARAGE HEADER - -I# 150 PCP (Concrete) sheathing nailed with Bd box at 6" on center all edges EXTENDED TO CORNER M K' 3. Wind :.2021 IBC 6-/ "26o pls. i e-re,P of a. Basic wind speed- 110 mph `Y O P-,J It4G b. V-asd wind speed- 85 mph sheathing nailed with 8d box at 4" on center all edges EDGE NAILING c. Risk category-"II" �- 350 plf. d. Exposure category = "B" GABLE TRU55 SHEATHING e. Internal pressure coefficient - *0.55/-0.55 19/32" abeathia4 nailed with 10d box at 2" on center all SHEAR WAILWI _ O JOINT TO OVERLAP TOP 4. Earthquake: 2021 IBC edges. Use 3X (yi IMOM nominal thickness) material for all EDGE NAILING AS SHOWN. PLATE51-I/2'MINIMUM a.Risk category- II framing members receiving edge nailing from abutting PER CALLOUT5 ON PLANS 1 51MP50N A-35 CUP5 ' D. Importance factor"I" - 1.0 vertical panel edges, including the sill plate - 770 pif. < QID.G c.Spectral response acceleration parameter Ss - 1,555 d.Spectral response acts le ration parameter Sl - 0.588 ADDITIONAL SHEAR WALL NOTES: e.Site classification- "D" * Blocking is required at all horizontal edges of - �pk f.Spectral response acceleration parameter SdS - 1.240 sheathing. Sheathing edge nailing is required at all Spectral response acceleration parameter Shc -null holdown #4HORIZ. ROOF FRAMING DETAIL f� 9• P P P posts. h.Seismic design category "D2" + Intermediate framing is to 1» minimum 2z members with - i.Seismic response coefficient CS - 0.127 nailing at 12" on center. 4-VMS H.O.S END TRUSS-WALL CONNECTION j.Response modification factor - 6.5 * Double 2. atudS nailed together with (2) rows of 10d'a k.Basic force resisting system-bearing walls-"K" at 4" o.c. may be used in place of a single 3x stud, 4`CONC.SLAB HOIDDOWKi PER 1.Design procedure -Simplified analysis -less other is.required in hold.- schedule below. CALLOUT ON PIANS 5. Soil - 1500 PSF, Assumed Bearing Capacity eWi DROP SLAB TO 2x6 AC ON EDGE BTWN.TRUSSES INTO Q 6'O.C. HOLDOWN SCHEDULE ACHIEVE 5 W -TOP OF CON Q �IDCATION NTO?x OUTLOOK<BLKG. Foundation FRAMING REOMT. 1. All footings shall be founded on native undisturbed soil. Hold-downs shall be Simpson "Strong Tie" and shall be installed 3 2. optional: A continuous 4" diameter perforated footing Per the manufacture's recommendation. drain Shall be placed around the entire perimeter of the r•vvnrn e •- STEMWPIL foundation and installed as shown on the drawings. The All double OR triple studs (ALLOWED PER HOLDOWN 9 BZLOW) - INCR�A5E HT.TO MEET j footing drain shall be Sloped and terminated at an shall be nailed together with (2) rows 10d's staggered at 4" on - •� (off MAX MT.TO BOTTOM t;-•-�� approved location down hill of the structure. center each row for each layer. OF HEADER 1 I - 3. Pressure-treated Mud-sills: Use 1/2" diameter x 10"AST:4 STRAPPING DETAIL•' 2xG DIAGONAL' A307 anchor bolts at 72" on canter with pressure treated LSTIIDB/LSTSDW--embeds a minimum of 8 inches into concrete '•.�f BRACE NEXT TO 2z nominal thickness plates, unless otherwise noted on foundation and to a double 2X6 stud with (16) 14 VL GARAGESHEAR WALL 2x4 RUNNER the foundation plan. sinker nails to wall above. (2)I Ods TO 4. All anchor bolts shall use 3" square x 1/4" thick steel LTTP2 attaches to concrete foundation with a 5/8" diameter bolt DISREGARD THIS FRk IING REQUIREMENT BY RUNNER NOTE: Ion plate washers. concrete. WI H THE EXCEPTION OF APPROPRIATE BRACING MEASURES, DO NOT BACKFILL studs i ith(12)t#9x 1 1/2" SO'sTto wall above,20B attaches to double 2X SHEATHING BOTH SIDES OF WALL PER AGAINST CONCRETE WALLS FOR A MINIMUM OF 14 DAYS AND ONLY AFTER THE 1 (2) RUNNER T SIDE OF GBCfA BITS attaches to concrete foundation with a Simpson SSTAN24 bolt SHEARWALL CALLOUT ON PLAN SHEET. t2)IoeaPERTRuss SIDE of 2xG SAG.BRACE CONCRETE SLAB FLOOR IS IN PLACE! -- 20" minimum into concrete foundation. HTTS attaches to ERG/SHEAR WALL SHORING, BRACING, AND COMPACTION DURING THE BACRFILL PROCESS IS THE double 2X studs with (26) 16d SINKER nails to wall above. 1/4'DEEP 5AWCUT IN SLAB - - SOLE RESPONSIBILITY OF THE CONTRACTOR! - - FILL W/RD05LE EPDXY or 1P-STRIP - . CONCRETE SLAB - Concrete 4 Reinforcing Steel: (01]Q.dy or R15E ME W.W.M.F. or FIBER MESH SIDE or5FUCE ROOF FRAMING DETAIL 1. All concrete work shall be per the 2021 IBC Chapter 19. ^' Tolerances shall be per IBC Chapter 19, Section 07. END WALL-TRUSS BRACE Mixing, placement, and inspection shall be per Sections '�-t"'" -t~--"*��•' '-- "' _. .. 03, 04' 05, and 06. -.:::;,�. .>;R_y:�c.>•..-..,x :aaiti`.'rtT?cy.��x•-y,:: .. 2. Cement: ASTM CS 50, normal-Type I or I-II. 3. Coarse or fine aggregate: ASTM C33. 4 All reinforcing shall be ASTM A615 Grade 40 for 44 bars or smaller and Grade 60 for i5 bars or larger. CRACK CONTROL JOINT S. Use 24" elbow bars at all footing and stemwall corners TOP VIEW MICAL Q CONCRETE SUB and intersections at horizontal continuous reinforcement. 6. Admixtures: Water reducers-ASTM C494, Type A. Air FOUNDATION DETAIL entrainment-ASTM C260 and ASTM C494, with no chlorides. W W .4, Ter DTI 7. Concrete shall be in accordance with ASTM 150. Do not use calcium chloride, fly ash or related materials. I I I I f'c -2500 PSI B 28 day-5-1/2 sack mix-3/4"maximum size aggregate. Slump - 5" maximum, 64 max Air entrained. 1 I 1 THOMPSON ENGINEERING, INC. T H Carpentry: SIDE VIEW 541 JORDAN LN RICHLAND,WA 99352 'yo 1. Structural 2x a 4X framing shall be f2 Doug-Fir. P g or-aa, 2. 2X rafters/joists shall be 42 Douglas-fir, kiln dried, L J1 PHONE:(509)987-1599 email:rthompsonengineering@yahoo.com ?fi5 ern`� and stored in a dry area prior to installation. NOTC:�IL7 MINIMUM 5ET`4,M 5PUCP3 SCALE: DRAIN"BY: Z PROJECT#24-079 3. Roof trusses shall be by a pre-approved manufacturer and K DATE: REVISED: constructed according to the specifications of the Truss Plate institute. Contractor and Truss Hanufacturer are 7T MAIN FLOOR FRAMING DETAIL responsible for all bracing of the trusses including end TPS TYPLTOP PLATE SPLICE GARAGE-SPEAR CONSTRUCTION ' wall bracing and all other bracing between the building IAL ,tee rGA and the trusses unless specifically shown otherwise on �oR the drawings. DRAWING NUMBER: �3 STRUCTURAL NOTES&DETAILS SHEET SI OF I