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Home My WebLink AboutBLD2024-00302 SFR - BLD Application - 3/6/2024 1910 MASON COUNTY COMMUNITY SERVICES Permit No:PERMIT ASSISTANCE CENTER: � D�BUILDING•PLANNING •PUBLIC HEALTH.FIRE MARSHAL ��IJJ615 W.Alder Street,Shelton,WA 98584 4one Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 PhoneMAR - 6 2024 �Belfair:(360)275-4467•Phone Elma:(360)482-5269 61 b VV. Alder Street BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: _`� t:�c- �unD W NAME: 4YKeS �-(, C- MAILING ADDRESS: te,�c ,,,/i, 23. MAILING ADDRESS: t s1,S SU't`^ A'% . �r CITY:S1&..`+t>y�.- STATE: ZIP:!Y' a CITY: STATE: ZIP:?8yy6 PHONE#1: ��,�-3 s'�,/� :s PHONE:-- _ 1,1 Y o CELL: PHONE#2: EMAIL : tz%A3.hru r4-.' S•' eh EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR ❑ OTHER❑ NAME EMAIL MAILING ADDRESS CELL CITY�51...��.. ST _ A-- ZIP 90 PHONE 360�3�^9-/(�3 . TE jam PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) �ZOy�' Z"L-()V33y ZONING LEGAL DESCRIPTION(Abbreviated) 33 OG 6� GOT "AIW M�.S$°GSI FIRE DISTRICT 4-1- SITE ADDRESS 3N3 W1,&CP �! {z� ( `�✓ CITY ! 171Ak l,4Ag DIRECTIONS TO SITE ADDRESS �'G�(/+r- M +l ecAg �� -{-o v✓ L.&tL—P A,p, f 7-4,1 Ste_ IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NOV SNOW LOAD: 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 0- ADDITION❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) j' IS USE: PRIMARY. SEASONAL❑ NUMBER OF BEDROOMS--,? NUMBER OF BATHROOMS 'Ti, HEATED STRUCTURE? YES (Whole Bldg)V- YES (Parilsl of Bldg) ❑ NO ❑ DESCRIBE WORK SQUARE FOOTAGE: (proposed) 1ST FLOOR lq 9-L sq. ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft. DECK sq. ft. COVERED DECK sq.ft. STORAGE sq. ft. OTHER_L!*-sq. ft. GARAGE q_sq. ft. Attached Detached❑ 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 Er PLUMBING IN STRUCTURE? YES M- NO ❑ If yes, attach completed Water Adequacy Form PERIMETER&OUNDATION 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 OWNER acknowledges that submission of Inaccurate information may result In a stop work order or permit revocation.Acknowledgement of such is by signabire 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 permtVappllcation 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 CONTINU F WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLI OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X SIghaturs of OWNER(Must be signed by the OWNER) 7Date DEPARTMENTAL REVI>;W�=',�APPROVED:'��DATE``:: �DEIZIES)t. ;DATES.':::TAGS/NOTES/CONDITIONS BUILDING DEPARTh= PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Pen-nit No: L. Q� �-� " PERMIT ASSISTANCE CENTER: O •BUILDING •PLANNING •FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 RECEIVE www.co.mason.wa.us �� Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798MAR — 6 2024 Phone Belfair.•(360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT 44LVCiYf6I4"eet OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: L19243C NAME: G MAILING ADDRESS: be MAILING DRESS: n- CITY 1►. Nff%- STATE:-OA �ZIP: CITYZ,A. STATE: _ZIP: 1"PHONE: Zrb p�Jay�,G3 3 PHONE. - o CELL: 2'd PHONE: EMAIL :LO^J3.euc4k&. �JL �.+�,�',�� . EMAIL: .e -q Qe0� l 1,cb,n— L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): Zoning: LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS:-U2 W IZAW- i12"A:1L 17/ CITY: L4,L4-6,1, DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW ADD=ALT=REPAIR=OTHER=USE OF BUILDING e't LOCATION OF FIXTURES/UNITS—1 ST FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL 1QNAS Type of Fixture No.of Fixtures Fees Fuel Type:Electri PG=Natural Gas=Ductles. Toilets -3 Type of Unit No.of Units Fees Bathroom Sink .3 Furnace Bath Tubs = Heat Pump Showers Z Spot Vent Fan i Water Heater I Propane Tank Clothes Washer Gas Outlets Kitchen Sinks / Wood/Gas/Pellet Stove Dishwasher / Kitchen Exhaust Hood 1 Hose bibs Z Dryer Vent Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 const not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATIO H IT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALID P ATION. X 'L nature of Owner l5ate DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 'Dgolf- Iku PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN Name Parcel#�OGV E,�R,OL7 BLD# Mason County epalrfinent 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 requir9FMQCV610 nrl�vratt�r Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: httn//www.co.mason.wa—us/code/commissioners/index.htm MAR — 6 20214 Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". 615 W. Alder Street 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 be installed in thei The 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 Mail: P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, 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 Mail: P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar 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. Acknowledgeme su is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further ackn edge at the information accurate and employees of Mason County are granted access to the above- describe rope for review spection as may be required. X Owner/Agent/Contractor(circle one)Date: �► �. Cage 2 of 2 Name Parcel# BLD# 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 surface 2. '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. ZCommon 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 = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = 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/Walks 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) 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 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: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 NIL sco.e PLANNING: ALL SETBACKS ARE MEASURED FROM } ` THE FURTHEST PROJECTION OF THE BUILDING ~t �H•�`3 PLANNING SETBACKS Front:25' Rear and Side:20— s 'Subject to EH Setbacks "Must meet 240'wetland setback. DAL@ TAH)A �' Structure meets wetland setback as marked.Structure meets ` FJER wetland setback if entirety of structure is within front 263'. � APPROVED EH Setbacks MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE A.) Drainfield/Reserve requires 10'setback from footing/foundations CHANGES SUBJECT TO APPROVAL B.)Septic tank(s)requires 5'setback from all footing/foundations C.)No foundation/Perimeter Drains within 3011,downgradient of By: 'P Date:04/12/2024 Drainfield/Reserve area + D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area EH APPROVED At Rhonda Thompson 04/18/2024 , \ I r �YNr PLANNING: ALL SETBACKS ARE MEASURED FROM THE FURTHEST PROJECTION OF THE • .ti BUILDING _ APPROVEDr1�/�.�rf `� SO COUNTY MASON _� NTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE A CHANGES SUBJECT TO APPROVAL . '% 1 EH Setbacks i t ti A.) Drainfield/Reserve requires 10'setback from footing/foundations � B.)Septic tank(s)requires 5'setback from all footing/foundations 04/12/2024 C.)No foundation/Perimeter Drains within 30ft, dE By: A` G Date: downgradient of P�' Drainfield/Reserve area �+ D.)No Cut Bank(s)(greater than 5ft and over 45 degrees).within \\ 50tt,down gradieaof Drainfield/Reserve area 8` DAL L. TAHJA � - D 11.--1ES1G14ER EH APPROVED Rhonda Thompson 04/18/2024 r 2 1 Gam, C) i PLANNING SETBACKS qq I Front: 25' Rear and Side: 20"* — ____—._--- Must meett 240' Subject to s w wetland setback. • Structure meets wetland setback as marked. Structure meets wptlAnd cpthark if antirpty of ctnfrtlfrp is within frnnt �F4' \ \ , p Q \ C s CD \ i ram• � \ � ! de CD CD i C)7 fin 9-3 x= s� w61 y iD ,0 �V I r � eo CIA i 70 C10 m � _ SUPREMA HOMES LLC It SU HOME PLAN # BIG SKY 1982 PREMA HOMES VICINITYMAP COPYRIGHT© 2021, SUPREMA HOMES LLC ADDRESS: Suprema Homes LLC 15315 50th Ave.E Tacoma,WA 98446 m BUILDING CODE / ENERGY GOMPLIANGE PROJECT INFORMATION Contact 331-1 n49(253) 31-10 0 PROJECT ADDRESS: EMAIL: i Ra (2018 IRG)INTERNATIONAL RESIDENTIAL CODE 545 IN.LAKE NAHYVATZEL DR.,SHELTON YVA 98584 construction an (2018 IRG)INTERNATIONAL BUILDING CODE(IBG) PARCEL NUMBER: suaremahomes.com Lake Nnhw ...i Or• sc"a W Sh*Ator-),Wl kRd r (2018 IRG)YxlASHINGTON STATE ENERGY CODE(SYVEG) 52008-22-00330 (2016 IRG)INTERNATIONAL MECHANICAL CODE LEGAL DESCRIPTION: ENGINEERING STAMP 4�'•_ l5l (2018 IRG)UNIFORM PLUMBING CODE N (2016 IRG)INTERNATIONAL FIRE CODE JURISDICTION: a MASON COUNTY ��;� e Z ;= 2016 ENERGY GREDITS PARCEL SIZE: xxx � � �" Table 406.3-Energy Credits(Single Farr+il� W 6b a — w 3 OPTION CREW - - PROPERTY OY4NER5: C7 l NEAnNG SYSTEM TYPE 2(HEAT FUMF) - 1.0 Z STEVE TUPPER-343 YV_LAKE NAHViATZEL DR.,SHELTON Y`!A 98584 1 EFFICIENT BUILDING EWA3lOPE OPTIONS m y Y o (360)359-1633-5TUPPER48@GMAILGOM �w;gso= U w vuw.NeR�era,u-oJe "�'z�C�i g� Z� - �� JESSICA TUPPER-343 YV.LAKE NAHYxIATZEL DR.,SHELTON YVA 98584 - 0) ' ' 1 3 I SYE on p�de R-1U pwYnaOer ed uNer er44e slab 5 ��w��w z w�;� � (360)470-0570-JESSTUPQGMAIL.GOM E¢'8�wH Z aeger ee.e on 5etllai R 1.4:Reds d,e Taa.o,d„etm uA ry sos. g$z= H L1.1 C -- -- STRUCTURAL ENGINEER: 2_1 AIR LEAKAGECONTROLANDEFFICIENTVENT-0. I^ DALE KVAMME =9�`M~Wg��18 `>/ � � m .i .�"errlc[NcrNvwceauRmortwrvM —3.5 1 17105 18TH AVE GT 5. wg�� "W - �->n,.r..�++..d.d I..�I.+,NxF„�Iis 5PANAYVAY,YVA 98387 W° 4.1 HIGN EFFICIENCY HYAC DISTR®Uf10N SYSTEM 0.5 F. w PHONE:(253-566-4936 "Fr�N"wTe■NeAn"`orrw"s SURVEYOR A5 REQUIRED: XXX SITE ADDRESS: 5.5E '"'" 2.0 343 YV Y`I.LAKE NAHATZEL ']d� xsw.ew.ro.namaNeu•..a...mwm.rarwq.cwnruon,.nr.,ypy m„e.nc na,,,.ee.ea.+n.r CONTRACTOR: 5uprema Homes.LLG DR.,SHELTON Y`IA 98584 ae Re.e ti, �ae �+x�ay.t R �rtu2oe�y�� ..�d 15315 50th Ave.E ..6 R-0erre.,,ra...rrlon. 'R0 TOTAL CREDITS 6.0 Tacoma,YVP 98446 xlrcxE■ --- CONTACT: CONSTRUCTION05UPREMAHOME5-COM riVM1 d111G rEUN00■1 +t...... a rX' trxtxlr u•x+t•-+o• (253)331-1490 JOB NAME:0076-TUPPER GARAGE1 xrxn• u SHEET INDEX - - - - ^ • _= a AREA 5UMMARY I cmrETF a FLOOR AREA: 1982 5a FT DATE: 9/2023 crxrr � �vd1TH O G5 COVER SHEET COVERED AREA: 108 5(2 FT ante REVISION DATE: 1 Al FLOOR PLAN GARAGE: 484 50 FT ----�-- `' GREAT I A2 FOUNDATION PLAN EAVE5 AND OVERHANG5:492 5a FT vxxr -... aMTH UN (0 DRIPLINE) BEoROO■t TOTAL IMPERVIOU5 AREA:3066 ,sx"•." A3 1 ELEVATIONS (0 DRIPLINE) A4 ROOF FRAMING - _- - — PLAN: -- 01 DETAIL SHEET rMNDOYI-DOOR SGHEDULE BIG SKY ■IIWx00■ trx+r PMCH E1 ELECTRICAL PLAN DESCRIPTION 'rz= A 1 qb2 N1 NOTE SHEET 2 01 d82 sm X0 50 51 STRUCTURAL NOTES 1 DR goeeSGD e0 SCALE: 52 STRUCTURAL SHEET 1 Krr 4056XD 14 53 STRUCTURAL SHEET i UTIL 4MXO 12 SHEET # 1 M BATH 2O40 SHI 6 Any uee,modNkdbn or dehetive uwb an Hoar rt��u.ea<�.aks<wwo�s<.a�<r.an<airwwsva<.�d<n,y.aerrw..�m�.<x<a 2 R 1050X0X 70 - - emre Inreprnslon e.axe.wtla,r Imp+.e,d my oa«r.�uro nnt.nex w �-a,de m< -—— - -- 1 ENTRY aw DOOR 4 \ M1r ro w�Borwe.coKaa o,.o+x�e re me moel w m ade pr+rrq.Y+A GoltrrmF uoRx:Nlmlm 1 ENTRY uc' C 1 Revbed 0 21 AllRl'-Reeved-5up,en�Nome 2060 P TEMP 9 6=1 1 1 6ARA6E WA TOTAL WINDOW AREA227 5F TOTAL LMNG M2 5F CA A27N&4b 11% SUPREMA H 03-' SD SMOKE ALARMS: COPYRIGHT 2; 2021, •110Y—RconnEct[DweATiERr SACwr. EMERGENCY ESCAPE YVINDOYf5 AND RESCUE OPENINGS: SUPREMA HOMES LLC •INSTAu.ED On EACH FIOOK IN Pawl SLEEnN6 ARE,,. MINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF AND ovT51oE EACH SErAMTE SIEEnM6 AREA.INSrALLEp NET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT 0E Nor Less TINM3H'POw THE DooR OrA B.ATN WHwH LESS THAN 20 INCHES ADDRESS: OONTNMSATUB OR SNOWER UN.65TM6 PREVENT$ GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN SU rema Homes LLC R/LEMEMT IN A 160 1—LO WN. P •M=IN ACCORDANCE WITH UL 211 AND TO OOMPLY WITH Nl— 5.0 SF. 15315 50th Ave.E COMBINATION SMOKE 3 LAR00N MONOXIDE ALARMS EMERGENCY ESCAPE AND RESCUEYONDOYS(EGRESS)MUST BE NO GREATER THAN 44 INCHES Tacoma,WA 98446 •nISTALLED on EILN PLOOIZ ovrsmE of EACw sErARATE ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING. SLEEPING AREA IN THE IMNEDNTE VIGMIfYOF THE BEDROOMS. Contact Phone: UPC5010 IN SEISMIC DESIGN CATEGORIES WATER AND IN A BEDROOM TINT WNTNMS A 6A5 nRERACE M THE BEDROOM OR THE r.v�ACENr BATHRoon_ A (253)331-1490 HEATERS SHALL BE ANCHORED OR STRAPPED TO •swoKc AURw REWIREwEH15 PER ABV Dl EMAIL: RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. 'CONBINATtON swoKc a CARBON Houowce AURwS LISTr.D w Ml307.3.1 PROTECTION FROM IMPACT-APPLIANCES SHALL BE ALGaI �r+rNw21T4w2A1. construction , 74'-0• INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT 27-0• 12'-8" �$'-10• 13'-0• s uoremahomes.com YWERE PROTECTED BY APPROVED BARRIERS. 6 4X4 T-0" -5'-8" W-0 1/r D1 CONC 1 6'-0• T-0• 1T4P 3'-0' BY ER R ENGINEERING STAMP XO EBIBB 4036 XO 4nbe S60 5040 XO D1 ]866 1 N �� ._._J. 6 ]NJ ......_._. EGRESS \ O - y3� V RL R9025.1 �- y 360` �.ln c �y E PROYIDEASOuprooDD ISOLAW 1 P r ,,Zn HONEYCOMB CORE STEEL DOORS OR b ' UTLITY •� 4 Y KITCHEN 20MIM FIRE RATED DOORS.EQUTED WTTII .- TEGB ( SELF GLd IN60R AVT0lNTIL CLOSING DEVICE b - r L� j 1 , LVP DINM6 BEDROOM 1(CARPET) %r W gE BNB'' 14 _ LVr DG ISLAND 3'4• i 1 2Xb 16'OIC i LONG STEP PER 517E CONITIJN BY OWNE F Y - 36'R I al U) Z. As 2W 16.0/0 m 9 (26" BAR 9'-0• 5'? 6'-10' D o< ¢ Q t GARAGE �� m o V _ o W n NQF� 'r-1 I/B•LLG �� w o v I,L)E --T—q- w 4 Sro•TYPE x GHve ON ;p :: 1 606E BF _ " „� 0 m Z_9 A - LVP rzm�' �< m- mzF I 1'-0• 4'-0- T•4• 4- RH uN Y �7 it=:W � o� E Cr) MRM.YIALL5.CEILING-----____ / '�-+ AND P05TS YVLKIN -4B•OrENINb n o z� Z m ciosEr L --- II gyrgW E W GONTINUOUS WHOLE-HOUSE MEGHANIGAL VENTILATION 16'X 8.OH CID o CARPET f 1 246D SYSTEMAIRFLOWRATEREQUIREMENTS PER 20181RCSECTION (VNINSULATED) •� ICI M1505.4.3(1) in3moY. •'y I ►ANTRY POCKET •..,BATH ,� DWELLING UNIT NUMBER OF BEDROOMS I i i I LVr OFFICE :LVP o w m m I: E 26" m FLOOR AREA 0-1 2 5 / 5 oR ... 1'-0' n b —. LVP (SQUARE FEE» AIRPLOY4IN CFM i 600 9D 901115145150 266D,% LIN _ 4 R�¢� MBAs+ '>l , n e SITE ADDRESS: 501-1 A00 90 40 50 'YJ -__ < �'^ i LVP \ �. -.- ................. Y v 1.001-tsw 30 40 45 55 60 j � § E -- — 6066BP 343 V4.LAKE NAHY`(ATZEL t.00Z00i-� 40 W 95 65 m UK •I 3'-6• W-r F.10• DR.,SHELTON Y`(A 985b4 2.501-5.000 45 55 60 TO 75 t 4r � 5.001_SRpp MASTER SHOWER 5'5UBWAY TILE �� 1Q :1 -� GREAT ROOM 5,501-Ip00 55 65 70 BO 65 WITH FIBERGLASS PAN UPGRADE Y ..,__. ` 7666 2 LVP rB 2040 \ e 2'-0• - :D BEDROOM 2(CARPET) p01-4,500 60 l0 is 65 40 9H ' j €C e S TUB 4'4• to 4-I 1I8'CLG Y 'W 60 4n � 20181RGTABLE141505.43(3) :126" a; ENTRY JOB NAME: 0076-TUPPER INTERMITTENT OFF Y4HOLE-HOVSE MECHA VENTILATION NICAL RATE FACTORS.. 4 3'-10' 4'-4" S-0• 3'-0`(I b LVP Rux nwE s RI EACH SDL w 17/H ta0s \�\a sE6H1eBrt FACroR z is v tD EGRESS DATE: 9/2023 THE WHOLE NOVSE MlYwNNICAI VENT{ATION SYSTEM]XYL rRavmE � _ __. OUTDOOR Al O A OONTINUOUS RATE AS DETERMINED M TABLE MIW$.C.I) 1 r w 70WXOX 5MX0 REVISION DATE: A FOR VENTEATION SYSTEM RUN-TIME VALUES BEIY'EEN TFR)SE 6NEN, E— DMOON .._.1:1,-3 r w THE FACTORS ARE I—NITTED TO IN:DETERMNED BY IKTI-0lAT1ON (CAP -0• T4• CONC SLAB B.EXTRAPOUTION BEYOND THE TABLE 6 PROFNBRED BY OWNER Q SAFETY/TEMPERED GLA55 t:oveREDroRCM L •� BO 0. ExPosED EDGE or rNE v1ADN6 s LE55 rINN e0 4-1 11B•Clb T-0• INLNES MEASUREDVERT ANY STANDING OR WAWNG SURPALE AND LE53 THMN NI pILHLS STEAM ROOM.SMALL BE fA TO BE A En THE WATERS EDGE OF A MEASURED MOWGON—y AN IN STRAWNr UNB SPA WHIRLPOOL OR SWNIMI G oR FROM T1�E EDGE OF A SHOWER SAUNA OR 1r CONIC 57Er BY VENTILATION SCHEDULE NAYARDq/5 LOOATION AHD REWIRE SAFETY GV.LNG. 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NOTE: P05T DETAIL WHOLE HOUSE FAN "HOLE HOUSE FANS LOCATED 4'OR LESS FROM INTERIOR GRILL ALL W 1NDO/Y5 AND DOORS HUNG 3/4'=1' TO HAVE A SONE RATING OF 1.0 OR LE55 MEASURED 0 0.1•YVG AT V-B'HIGH(UNO) A ALL PANS TO VENT OUTSIDE ALL OTHER REQUIREMENTS OF THE 2016 Y45EC d THE 2018 IRL 3eamow M7505 MUST m MET FOUNDATION VENTILATION S U P R E M A GRAWL5FACE AREA 14B2 so PT HOMES NTILATION AREA: 1$25Q FT X 144.3W$1365Q IN REaP USE: 14'x r VENT /� COPYRIGHT.t✓ 2021, FLOOR FRAMING NorEs YENT AREA- $SD IN-25%REDUCTION FOR 1/4'MESH-7330 5Q IN EA YENT SUPREMA HOMES LLC 1.ALL BEAMS AND HEADERS TO BE 4XD R2DF UNLESS NOTED OTHERPBSE. 2.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE. NTc REQUIRED- $13E 5�IN a VENT AREA-Tj30-12.945Q IN 2. SHOP ORAWIN65 PER JOIST MANUFACTURER(IF APPLICABLE). PROVIDE 13 (14'X r YENTS) ADDRESS: 4.PROVIDE SOLID 51.100 N6ORBRIDGINGATMID-SPAN OF ALL FLOOR JOISTS VOTH SlJrema Homes LLC SPANS OVER IO OR PER FLOOR JOIST SPECS PER MANUFACTURER P ....`R ,." a.°' ".�."5.FLOOR SHEATHING TO BE W4'APA RATED SHEATHING. 15315 50th Ave.E q,,, .mmy� ,o 6.PROVIDE BLOCKING OR OTHER APPROVED HEANS OR LATERAL 5UPPO'RT AT ALL �a+nsNv+Eea'a,^mwNue Mn*M+dwn JOIST BEARING LOCATIONS. rcRwafPreESRnRLwaxnce wenwclxlE R.r,Nuo.WTN Tacoma,WA 98446 T.ALL HEADERS TO HAVE(1)2X BEARING STUD AND 2X KING STUD AT EACH END(UNO) Contact Phone: (253)331-1490 EMAIL: SEE SHEET#53 FOR FOUNDATION DETAILS STARrLAY construction(a) Ta�-0• sur)remahomes.com - -- - 270 - ,TC' S3 1OX4 ENGINEERING STAMP GONG STOOP /14'X r 51-RND FND VENTS -------- PAD BY OWNER 1�// ------ --------- -- ----------- ��E H„ - ------ -------T-Tr WQ————� —° — — — — — — — — — — — — — Z C 0U ° h I P B I tl i I I re ------------- LONG STEP I z-ur PER SITE COMMON BY OWNER i i 5 I I I MAX r4Ax l' I ° 0 Y 4 4XIO BEAM TYP Tt`I I I I - 1.Z'I116, ti Iy84a q" 0 SO(OYER4'G ULAR 1V I I7�a� � Z OVER 6'MIL YAP ER 53 I I I I I wSWD_ �LLe°d E W s I I I I � � 'N% T1,70S 77 W MATERIAL TO COVER GRAL5AN e !� I I m Y 3 IFS p�Lpo�y I 1j I ��6�1 FLOOR(6 MIL)BLACK POL ENE I IFIXIl(O /J I 11-TJI'S19,21-1 I 151, / 5UNKEN ON MTL JST \ �— ---------- -- —J HANGERS®WALL SITE ADDRESS: / rTYP — -------- —53----- I. 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I REVISION DATE: APERIMETER WML SW4I Bl NOT LC55 THAN 16'%2I' I ! \ �� II I BELOW 6RAIN`.,I4I ARCH WAY MOr LESS TINN 16'%24'SNNL I I`�_ .,_ � •--..,' I �---- � �---- ' BE PROVBR:D.TI�l BOTTON OF THE AREA WAY SHNL DE BELOW �j -- �`---- ��j IIIE TNRESM IIOLO Of THE ACCESS OPENMG.THROWN WALL I I I I L 'b �O _ �p 149J ALLES OPENIN65 SH4LL Nor x LOCATED UNDER A DOOR TO :I I I T ''C 'S3 VET THE RESIDENCE. v ', I I 6r N4Iin lr wUi NJe a op-N6 BY OWNER r 7 PLAN: 1r GONG STE L 24•SQX7r TM _ I I PER 5RE coN1TpN GONG PAD w 2 4 BIG 5 KY — — — — I BYOWNER 04 BARS ENV ——— —————— I a � 'M 1982 53 �0 53 270• -- Ie`� - —19`-0'- b}4 I60- SCALE: 1/4R=J SHEET # FOUNDATION PLAN rA PROVIDE ROOF VENTS RbM.1 The minlenen net free ventllatlrg see shill t e ill 50 a the see a the—ted spar.At wset 40 Pemerd atl not mote than 50 percent of the required ventilating sea w provided by ventilators Io—W In the upper portion of the A k m rafter space.Upper—ffiators shill be 1.c -more then 3 feet(914 rem)belao the ridge or highest point of the spare,rneasaed—&,M4-th the baba of It.Rquhed ver0.6—p—kid by—or—V,vents.Where the location of wail m roof framing members uAh the instetietlon of upper vaMudm.Instesetlon th-e then 3 feet - (ql4 mm)belao the ridge or highest point of the sped shell be permated- SUPREMA 5/4"X 4"WINDOW HOMES COPYRIGHT^c: 2021. WRAP SUPREMA HOMES LLC ADDRESS: Suprema Homes LLC 15315 50th Ave.E Tacoma,WA 98446 Contact Phone: - - `- - � w (253)331-1490 EMAIL: constructions supremahomes.com FM Y�IINDOY�I TRIM DETAIL ENGINEERING STAMP 1/2" = 1' REAR ELEVATION U A 114'=1' �eepli` Y ati C: r ° - z R9052.5.5 DR1F EDGE FLASHING s — •EAYES AND CABLES OF SHINGLED ROOF o A DRIP EDGE SHALL BE PROVIDED AT EAYE5 d)��< C .;7— W 8 AND GABLES OF SHINGLE ROOFS.DRIP EDGE SMALL EMEND A MINIMUM OF 025"SELOY4 ROOF C7 12 SHEETING AND EXTEND UP THE ROOF DECK 12 z_ 6 MINIMUM OF 2 INCHES. 6 o e— O EE W a�mpn U W?: 12 EXTEND BARGE BOARD i4, `6 a 'z s 3 F \ PA5T GUTTER LINE 31�w �== K w>��'igom a8�asj5 �am8:= n SITE ADDRESS: 343 Ili.LAKE NAHY`IATZEL DR.,5HELTON yjA g8584 LEFT ELEVATION RIGHT ELEVATION va-=1 114* 1' JOB NAME: 0076-TUPPER DATE: q/2023 REVISION DATE: COMP ROOFING RIDGE PLAN: BIG SKY 1982 cLG SCALE: CONT.METAL GUTTER S H E ET # OVER 2X FASCIA TYP m -- FF �■ GRAVE HOUSE NUMBER5 TO BE POSTED ON FRONT ELEVATION HARDI BOARD d BATT SIDING FRONT OF THE HOUSE AND BE CLEARLY VISIBLE FROM THE STREET. 114"=1' Worm OVER INA MT S U P R E M A of w ma ow s,IleA MIlMwrl TIp/6562r ove COPYRIGHT i' 2021, SUPREMA HOMES LLC ItIDU1AT10R M191E 12 n•MmApex (— ROOF VENTILATION ATTIC YENTILATONROOF ARE& Mir IN9tAATION STANDARD TRUSS I SCISSOR TRUSS ROOF FRAMING ASSEMBLY ADDRESS: �vorr lllvcK •90 PER IRC SECTION RW62,THE NET FREE AREA SHALL BE 1/00 YENTILAT EQ ON RUIRED: NO 5Q FT X 144• O� 120M SO IN REQ Suprema Homes LLC OF THE AREA TO BE VENTED,YI1TH WS OF THE REQUIRED 4Ya PROVIDE BETWEEN 40%d 50%OF THE TOTAL RE"VENTILATION NO NOR.THAN 596O1,7 15315 50th Ave. E VENT AREA TO BE LOCATED A MINIMUM OF 3'ABOYE SAVE THE RIDGE OR THE HIGHEST POINT OF THE SPACE.REMAINDER TO BE INSTALLED 0 EAYE VENTS IxLTorluTe Tacoma,WA 98446 VENTS.THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED. sq•rAsuw WA- ROOF VEN7LAT10": Contact Phone: 1Q 6Y! AF50 ROOF JACK(Ur X-M 50.00 5Q IN EA —E.. 51O1NG vnr°R YENTLATON MIN- 12555250 IN X 0.4.50 SO IN OF EACH VENT. L"YENTS (253)331-1490 RII RITT IIIFARATIOR ROOF FRAMING NOTES' vENTILATON MAX- 123552 50 IN X 0.5.50 50 IN OF EACH VENT- 12-15 VENTS EMAIL: C:':, NY VAIOR MIO@R 1 ALL BEAMS AND HEADERS TO BE 4X6 e20F UNLESS NOTED OTHERWISE. PROVIDE: 13 X 50(10'X T ROOF JACKS)VENTILATION- 650 so IN 2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE 7 YENTLATIO14 AREA REMAMDERFMEAV!VENTS-1235.52-M- NS-5250IN construction(d) :ter TRU55 MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER EAVE VENTILATION: suvremahomes.com SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE BIRD BLOCKING: (3)22V VIA HOLES PER DAY-5.96 50 IN PER LF-254 REDUCTION-4.4150114 PER LF FOR FRAMING INSPECTION.PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP 5TANDARD TRU55 5ECTION EWE VENTILATION REQ•D- W5.52 SO IN•4.41 SO R1 PER LF- 130.95 LF DRAWING REVIEW PRIOR TO CONSTRUCTION. RW3.2 FLASHING 1/2-=1• PROVIDE MIN: 130AD LF BIRDBLOCKING X 4.41- 5D5525Q IN 3 NO TRUSS SHALL BE FIELD MODIFIED YVRHOUT PRIOR CONSENT OF THE FL SHINGS SHALL BE INSTALLED MIN VENTILATION PROVIDED- 120M so IN ENGINEERING STAMP TRUSS ENGINEER AND THE BUILDING DEPARTMENT. IN A MANOR THAT PREVENTS M05TURE FROM 4 ROOF SHEATHING TO BE 11W APA RATED 5HEATHIN6. ENTERING THE YIALL AND ROOF THROUGH JOINTS C 5 ALL HEADERS TO HAVE(1)2X BEARING STUD AND(1)2X KING STUD AT EACH END(UNO). AND COPING$,THROUGH MOISTURE AND PERMEABLE S 6 PROVIDE SOUP BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING MATERIALS AND AT INTERSECTIONS WITH PARAPET WNJS FREMAN TRU55M `A�1.6 a�3ry GIRDER,TRU55E5 AND BEAMS- AND OTHER PENETRATIONS THROUGH THE ROOF PLANE 24-OCIV ON W g 4� 4,6 q 1DY T 4f6 Am IPLT - F G v W' ^� U FIT! z 7 =pzW4 E 0 1TRAKE-- Z r6.yo W s i BUS 3\ t _Gogh f -a E IFF 11, �w>'zD`i�gmo Ess a�8w�r�u.�a S ING SITE ADDRESS: 343 YN.LAKE NAHMTZEL FA I DR.,5HELTON VlA 98584 4X6 1101• T 9 R 131 - —..FT_ FAx ,.• j, 1 ,1 o - ° JOB NAME: 0076-TUPPER -- P 1 PREMAN TRUSSES/ `5 24.o T DATE: 9/2023 2•RAKE Roor.woreReuawRsraT REVISION DATE: 12'RAKE I � OVER I]1Y03e EMT6i r g 3` \� tx1 T1tlM 5 ® 2%6 6wR6E ttoARa—biz Iiih III)RE 4X124111 - ............ PLAN: _ B 4 1A- T Dss tloruen I11ro twrclts I I `G; - t lm BIG 5KY V' E w°" '�ooOlceR — 1982 A 17 RAKE 4r oic RAKE DETAIL $ — - 6x6 POST 1/2 =1 SCALE: 1/4"='I I 4. 1/D• T......... ..._ � oeL a 1°r PL.IINtEMAN TR1/55P3 D WRAPPED WI 1X6 ••�" 24•QIC ,� rscQ66 CAP d C866 BASE/6X6 POST SHEET # ON r Qj, �"--WRAP POST YW 1 X.CEDAR y.tvu sxtr __.. r.l rX 1T RAKE-� STRUCTURAL CORBEL \`POST DETAIL a••:us� Iaw 4XD TOP 0 D'-2 �_ W4.=1. / A \I _ 2� R�� E� 4 ROOF FRAMING PLAN C 4 1 114'=1' / 5TRUCTURAL CORBEL DETAIL NTS 12«l BfW Y'i1 i LmblR 1�TRV55 FER PLAN 2 DI STUDFWl BATE F'iMDOY'/PCR RIIN �BIBIAATgN PE PUM 4' WINK • MON%S 9C1m'Y � TRIM PER ELEVATgNB BOLDING PAPER OVER �: .. h� DIMSUUTION FU5•MMG FUNGf--a� 3%STUD YWI,N.TT INSUUTHIN - IMEROIBR �.� d SIDING PER PUN �- �� :.. atsNB,X/II•Ir iATTM1RAT10N ] LEWER TW d BTM S RW ID FOAM PUNDpY HEADER PER PUN T F '11NG PER MANUF SPED &SIDM6 PGR IIAN S U P R E M A Ml TW 1Ar lY� Pinµ ""T I,Ab I®'I T FVSMIN6 PER MANUF SPELS--,' �''i -t%TWM L-I O E S ��-�� MOTE:T1TLK(n FLMMNG . YYII TI6MTT 60 TRIM PER ELEYATgX •IMBTALL SDING w,NUF PER SPECs COPYRIGHT© 2021, GAUGE STRAI DWN 1N-MEOPREN •111LfAl wmDOYt PER PLAN- •DO IMIF IIAL TRIM ORFUSHING THROUGH YWNDp'Y RANGE' SUPREMA HOMES LLC 4•,M STD BOLLARD TW d BTNI, NEOTm PEATHER 5 PIING M M9IMTION R MR OR REPLAOE W NDOYv IP RANGE BREAKS (}YENIOGTm RI GARAGE) OSTUD OR BLO PIAN __��,- •CAIRX ALL SPAMs,JOINTS AND GORXERS OF fI/9HING 'SIOPE ALL FV5INNG WVAY fROM BUIDINb ADDRESS: "otE,l"s U END ,A ER^PE PER�E�REG ATTIC ACCESS TYPICAL WINDOW HEADER Su rema Homes LLC HOT WATER HEATER TYPICAL WINDOW SILL P 1/2'=1' 1/2•_ 1• 15315 50th Ave.E 112•=1• t/Z'=1' Tacoma,WA 98446 -- - - - - - - - Contact one: (253)331-1490 EMAIL: construction,r ROOFING OVER 15L0 FELT Supremahomes.com OVFR 1/Ib•O58 BHEATHRI rREw.N TRussEs ar ac IRsw,rIOX BAPFLE 12 ENGINEERING STAMP (1•MIN AIR SPACE � RA9 iATT S vc vENr BIacK npR = 6Y'®mxON 1•wIO1 P �V y 'Z(�F DBLTW PUTF -,,,I - SV'FASCIABOARD SIDING ovER VAPOR .�j''�.'i ° 4,`'J •� Lu b of �• 0 iARIUER OPf R-11 iATT INSUUTION � `^3 1-V VMOR BARRIER V Vlb•OSB SIIFA = \ O N 1 vte sTUDYNYL�,r SOUR MT mwca' \\1» o `1 LLu i ,2tRAnemmiw ggv^1�` Z 3'SO%1H'6KVYdASIQ ANCMM0 TJ M ZH'�' QiF yp W {p 1%b BORATE MUDSLL 1A o j s z i J o§ E Z"w VERfIfAL STUB STEEL iB•O/O fDNCSW p W pp„O•p� -- W i �• - $ p„a�Wse W - b'LONG STEM Y'Mll "" 3w�wa3,2>; �w — +xw v�Omp •Lu J W«IRMRDONT -_ yF SMTION � SITE ADDRESS: V2 `1•-0' 343 W.LAKE NAHYVATZEL DR.,SHELTON WA 985M COMP ROOFING OVER 15 LB FELT OYER T/16"OSS SHTG ROWM6 PIER ISID FELT DYER"'b•OSB6HEA JOB NAME: 0076-TUPPER PREMAN DUAL PITCH TRUSSE5 PREMAM rRussEs zr orc 24'O/C 17 IM6UUroXiArnE �' DATE: 9/2023 (1'MIM AIR sP ` MTf LLSIAA710N 1X VENT BIOCJC 12 REVISION DATE: 9� bra VENT BLOCK DBL TW PLATE SII•FASGM BOARD. SW FASCIA AL SIDING OVER VAPOR�• ,?6WB I BARRIER IF11 iATT IMSUUTIOH 6X12�: W VAPOR BARRIER 40 W OIG PLAN: SIDING OVER i `-- VAPOR BARRIER i vtb-ose SHEATMIN6-_ ::- OVER T116'O58 SHTG COVERED GREAT ROOM I$ KITCHEN DINING BIG 5 KY PORCH I PLT TO PLT NALLING PERSYV TABIE- OTYPWL�1r Q'C 4'GONG SLAB _ 1 982 BORATE wDsl1 BY ONER ; 9/4'TBG PLYWOOD W '—GLu[i MAt R.21 'i i GLS1Ed NAIL HANG J5T FLUSH 4)f4 C0M STOOr 3'SO x NN•6K�E NAIJNG v6mGK sT1Is 3T[G OIO � (11w coNr.FNBII t=W W r+ALI VW METAL JST HANGER BY OWNER SCALE: .. ., .-R-36 412TJIs t4SOIC 412Tn Q Ty 1?DIA EMBEDED i, ANUORBO TiD•D I'E1°°E"�'iffiGOMG SHEET # r caNC STEM rvu iYILYAFOR11A11RQ OD CLA551TYPE VAPOR RETARDANT -7— BY MOMLOFwOt 1 ``'''' MATERIAL TO COVER CRAYVLSPACE FLOOR(b MIL)BLACK POLYETHYLENE GRO55 SECTION A-A SUPREMA COPYRIGNi© 2021, SUPREMA HOMES LLC ADDRESS: Suprema Homes LLC 15315 50th Ave.E Tacoma,WA 98446 Contact Phone: ELECTRICAL CIRCUT FOR (253)331-1490 MOT TUB LOCATION TBD EMAIL: ELECTRICAL LEGEND GARBK E DISPOSAL OUTLET constructi o n(d), ® REGE55ED CAN L16Ni UNDER SINK\ OPTIONAL UND R CABINET 17IN LED IG suaremahomes.com ❑ GELLING MOUNTED LI SMT Q PENDANT LIGHT ....___.....__. .. YPLL VAMTY LIGHT,SCONCE wH =- ENGINEERING STAMP NEE 110 r11ALL OUTLET flH. P ® FLOOR PLUG OUTLET MEAT DETECTOR: PER THE 7D78 WA STATE AMENDMENTS TO THE ENERGY LODE, WATERPROOF OUTLET A NEAT DETECTOR IS NOW REQUIRED IN ALL NEW ATTACHED s� GARAGES.THIS SHALL BE AN INTERCONNECTED DEYK:E TO THE _ n SMOKE AND CARBON MONOXIDE ALARMS REQUIRED IN THE r I Q i 1105WTfCHED OUTLET RESIDENCE(R314a3YAANEK0M-ENTl � I j< � C � 1Y \_DI ONLY Q b' F"y w SMOKE DETECTOR ® �� - p t ®® 5MOKE DETECTOR I CARBON MONOXDE �' , `•-� ``� / C0 Z IF -EXTERIOR WALL MOUNTED LIGHT IN ONLY� � 220 OUTLET ®..... �__ _ -_._ Do-az gg (.) w LIJ ....._... ........� m�g- .. V _ ® EXHAUST FANCF I --- II ¢US` i m Z g 5W&LE FOLE SWITCH NOTE: \ \�i -.`- ® I I ! =g$y m u<� w r ROVIDE(1)ONWE ELECTRIC(30 AMP DEDICATED GIRGUIl7 3 WAY swrrcH VEHICLE READY PARIONG 5PACE PER IRG 355. i' I --——` \` i� x Y a i g > lil 4WAY SWRLII i ....... I 3.g � c�io�i�o�L i a' / � 1 � sw 6ROUND-FAULT CIRCUIT INTERRUPTER EAVENN4HOUTLET - �' SITE ADDRESS: EXTERIOR Par LKHr 343 Vi.LAKE NAHViATZEL cEUNG MOUNTED FAN i ; '� ` \ j -p DR.,SHELTON M 98584 cR1 \ `\ CHANDELIER JOB NAME:0076-TUPPER e STAIR VENT LI6Hr DATE: 9/2023 PHONE 4ACK (((j0 REVISION DATE: (: CABLE / _........__..._ LED LIGHTING(120V) I PLAN: BIG 5KY ELECTRICAL PLAN 1982 114•_,. SCALE: 1/4'-J' SHEET # � E 1 GENERAL NOTES- GLUED LAMINATED WOOD MEMBERS: MISCELLANEOUS: ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE(2010). 1q. GLUED LAMINATED WOOD BEAMS(OLD)TO BE IN ACCORDANCE WITH AN51 STANDARD A-190.1 AMERICAN 42. UNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS,R-36 BATT INSULATION DO NOT SCALE THE DRAWING$.USE THE DIMENSION$,CANTRACTOR TO VERIFY ALL DIMENSIONS NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-F �`. IN ALL FLOORS,R-4q BLOWN IN INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS.USE R-1q IN BASEMENT AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. V4(FB-240OP51)FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS.GLUE SHALL WALLS,R-10 SLAB PERIMETER 24-DEPTH,CRAW1-5PACE WALL5 AT R-17 IF REQUIRED.INSULATE ALL VERIFY ALL DIMENSIONS,MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. BE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED.SEALER SHALL BE APPLIED TO ENDS OF ALL SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS. VERIFY ALL CABINET LAYOUTS,CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER.VERIFY MEMBERS.BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN Iw DIAMETER AT/G 45. 1.5'-2'RIGID INSULATION AT MASONRY FOUNDATION WALLS.INSTALLATION U P R E M A INSTALLATION INSTRUCTIONS BEFORE ORDERING. STAMP AND CERTIFICATION 15 REQUIRED. 44. INSULATE DOUBLE GLAZED 6LA55 AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALL C HORIZONTAL WIND MUTINS TO BE 1 1/2-TYPICAL 0 ALL WINDOWS LE55 THAN 18-FROM FLOOR 20. DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS. SIDING GLASS DOORS AND WINDOWS LESS THAN 18'ABOVE FLOOR.(CHECK ALL LOCAL CODES 21. BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS.GROSS BRIDGE AT 8'O/C.MAXIMUM. FOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS).VERIFY ALL HOMES DESIGN LOAD CRITERIA NOTE:VERIFY LOADS FOR YOUR AREA 22. FLOOR CONSTRUCTION: PLYWOOD BUD FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURAL ROUGH OPENING SIZES WITH WINDOW MANUFACTURER. COPYRIGHT'17.', 2021, SNOW LOAD 35 P5F EXTERIOR GLUE,PLYWOOD THICKNESS WILL REFLECT IN PLANS.GLUE/NAIL PLYWOOD SUB FLOOR TO 45. ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS. SUPREMA HOMES LLC ATTIC5 WITH STORAGE LL 20PSF SUPPORT MEMBERS WITH BD AT 12'OlC AT INTERIOR DEARING POINTS.UNLESS STARTED OTHERWISE USE 46. PROVIDE CAULKING AT SASHES,SLIDING GLASS DOORS,ENTRY DOORS AND BOTTOM PLATES. ATTICS WITHOUT STORAGE LL lOPSF TYPICAL SPECS FOR ROOF SHEATHING. 47. CONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUT DECKS LL 60P5F 23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO OUT OFF ALL CONGEALED DRAFT HOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK.GENEROUSLY CAULK ADDRESS: EXTERIOR BALCONIES LL 6OP5F OPENINGS(BOTH VERTICAL AND HORIZONTAL). ALL OPENINGS AND CRACKS. FIRE ESCAPES LL 40P5F 24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE 48. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. SUplema Homes LLC GUARDRAILS AND HANDRAILS LL 200FSF WITH A MINIMUM LENGTH OF 14'.OR SHALL BE FRAMED OF SOLID BLOCKING.WHEN EXCEEDING 4'IN 4q. DOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING,TIOHT-FITTING,SOLID WOOD 15315 50th Ave. E GUARDRAILS FILL IN COMPONENTS LL 50P5F HEIGHT,SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL OR METAL DOOR 1-3/8'OR MORE IN THICKNESS. PASSENGER VEHICLE GARAGES LL 50P5F STORY. 50. KITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METAL Tacoma,WA 98446 ROOM5 OTHER THAN SLEEPING ROOMS LL 40P5F 25. ALL EXTERIOR WALLS AND MAIN GROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLY DUCTS,UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL,CLOTHES DRYERS SHALL BE Contact Phone: SLEEPING ROOMS LL 50PSF BRACED. EXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT 15 HABITABLE OR CONTAINING OTHER FUEL STAIRS LL 40PSF BURNING APPLIANCES. (253)331-1490 TRI)5SFY_,. 51. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW,SPARK EMAILwIND LOAD EX 05URE B(VERIFY WIND SPEED W/ENGINEER) OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND SEISMIC DESIGN CATEGORY D 26. 5TRE55 ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEER Oil Ctf 1.tlOn: (DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION) BURNERS OR HEATING ELEMENTS AND SWITCHE5 AT LEAST 18'ABOVE THE FLOOR LEVEL. ALLOWABLE SOIL PRESSURE L BUILDING LDI 52. EVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRC 'OR A5 DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS FIELD PRE-MANUFACTURED ASSEMBLED T TRUSSES SHALL BE IDENTIFIED L MANUFACTURERS STAMP. SUDlEmahome4-com FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SMALL BE SUBMITTED TO BUILDING DIVISION FOR STANDARD,DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED APPROVAL IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES.WHEN SLEEPING FOUNDATION C)GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. ROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING 6. THE 5ELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALL DESIGN CRITERIA- DIRECTLY ABOVE THE STAIRWAY.ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED ENGINEERING STAMP CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION(2018). TOP CHORD LL 25PSF MANUFACTURERS INSTALLATION.WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE,WORKABLE MIX HAVING A MAXIMUM TOP CHORD DL 10PSF DWELLING UNIT. y SLUMP OF 4'WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATER BOTTOM CHORD DL SPSF 53. ALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED 17 USE MINIMUM FC-3000 PSI WITH SS SACKS OF CEMENT PER CUBIC YARD OF CONCRETE TOTAL 40PSF(45 FOR TILE OR SLATE) TO LISTED SPEC5. � 2! AND A MAXIMUM OF 5.2 GALLONS OF WATER PER q4 LS SACK OF CEMENT.ALL CONCRETE SHALL CONTAIN 54. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE 50 s; v b3g�h AN AIR ENTRAINING AGENT.MAXIMUM 51ZE OF AGGREGATE IS.5'.ALL CONCRETE SHALL BE POURED USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES(SIMPSON COMPANY).TRU55 LISTED.VERIFY CLEARANCES WITH MANUFACTURERS SPECS. o MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLE55 SHOWN OTHERWISE. COMPANY SHALL FURNI5H DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TO 55. FIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USE X.g{' !y$5-+� Z CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDING CONSTRUCTION.THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. MINIMUM#26 GALV.STEEL DUCTS. ;-'- },a v INSPECTOR VERIFICATION. 21. ALL WOOD EXPOSED TO WEATHER SUCH A5 WOOD FOR DECK FRAMING,DECKING,STAIRS RAILINGS, 56. EVERY FACTORY BUILT CHIMNEY,TYPE L VENT,TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE Q$ -°---\': j INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS. "1L Y e' C0 JOISTS,BEAMS AND POSTS SHALL BE PRESSURE TREATED OR GEDAR.(IRG) JA �' 7. STANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN.VERIFY FROST DEPTH WITH LOCAL BUILDING 28. WHEN DECKS,PORCHES,ETC,ARE MORE THAN 30-ABOVE GRADE,PROVIDE GUARDRAILS NOT LESS THAN 51. FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING. �b E ;� Q CODES FOR YOUR AREA. 36-HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4'APART. SO. USABLE SPACE UNDER STAIRS TO BE SURFACED WITH S/B'TYFE'X'GINS. TAPE AND FINISH ALLBOARD. REINFORCING STEEL 2q. ALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITH S9. FIRE BLOCK STAIRS:BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS. rn 3 APPROVED PRESERVATIVE. 60. STAIRWAYS:MAXIMUM RISE 7.75'MINIMUM RUN 10',MINIMUM HEADROOM V-b',MINIMUM WIDTH 36' Z r 0. ALL REINFORCING STEEL SHALL BE GRADE 40(GRADE 60 IF NOTED)DEFORMED BARS IN ACCORDANCE HANDRAILS TO HAVE EN05 RETURNED AND PLACED MINIMUM WAND 38'MAXIMUM ABOVE TRADE NOSING. WITH ASTM SPECIFICATION A-615.LAP ALL SPLICES 32 BAR DIAMETERS OR 1B'MINIMUM UNLESS FLOOR AND ROOF FRAMING, UNLE55 DESIGNATED FOR THE DISABLED.THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESS V o V o O LLl OTHERWISE SHOW ELBOW BARS PROVIDE ELBO BARS(32 DIAMETER)TO LAP HORIZONTAL STEEL AT CORNERS AND 30. USE 3/4-APA RATED(40120)SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH OD THAN 1-1/4'NOR MORE THAN 2'IN GRO55-5ECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AND m S o¢r U w INTERSECTIONS ON FOOTINGS AND WALLS.REINFORCEMENT SHALL BE ACCURATELY PLACED AND NAILS AT 6-0/0 AT ALL SUPPORTED EDGES AND 80 NAILS AT 12'O/C AT INTERMEDIATE EQUIVALENT GRIPPING SURFACE.THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH Z ADEQUATELY SUPPORTED BY IMPROVED CHAIRS,SPACERS OR TIES SECURED IN PLACE DURING GROUT OR FRAMING. SURFACE WITH NO SHARP CORNERS.HANDRAILS W PROJECTING FROM A ALL SHALL HAVE A SPACE NOT s:'� -'� Q� CONCRETE PLACEMENT. LESS THAN 1-1/2'BETWEEN THE WALL AND HANDRAIL. W rc g m T E USE 1/2'APA RATED(2410)SHEATHING ON ROOF NAILED TO TRU55E5 OR RAFTERS WITH 61. RAFTER TIES:MAXIMUM OF 4'O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL. z" Z USE: PROTECTION: BO NAILS AT 6'O/C AT ALL SUPPORTED EDGES AND OD NAILS AT 12'O/C AT INTERMEDIATE FASTEN AS REQUIRED. i g i o g�l�,.0 d Z 5 SLAB AND WALL BARS 1.5' FRAMING. 62. PLYWOOD FXP05ED TO WEATHER SHALL BE MINIMUM CG EXTERIOR. F m o m INTERIOR FADES 1.5'(715 AND SMALLER) 63. ATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 11150 OF THE AREA OF a G g EXPOSED TO WEATHER OR EARTH 2'(#5 OR LARGER) SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBER$WITH STAGGERED SPACE VENTILATED.EXCEPT THAT THE AREA MAY BE i/900 PROVIDED AT LEAST 50%OF THE REQUIRED x $ z FOOTING BARS 3' PANEL EDGES.FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED. VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO DE a$m a o m VENTILATED AT LEAST V ABOVE SAVE OR CORNICE VENT. 3.w? w C • q. VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE. 31. WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2-AIRSPACE ON TOP,SIDES 64. RAFTER SPAGE5 ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALL w a 2 o:r S i u 10. PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 150OP5F BEARING CAPACITY(ASSUMED).BOTTOM AND ENDS. BE SIZED TO ALLOW A MINIMUM 1'CLEAR VENTED AIR SPACE ABOVE THE INSULATION. ' 2 a uSy i ¢ O OF EXTERIOR FOOTIM05 SHALL BE MINIMUM 18'BELOW THE FINISHED GRADE.BACKFILL WALLS WITH A 32. WOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE 65. ATTIC ACCESS MINIMUM OPENING 22'X30'.MINIMUM 30'CLEAR HEADROOM SMALL BE PROVIDED ABOVE ~ WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN,ALL JOISTS SHALL HAVE A MINIMUM Of 2' THE ACCESS OPENING.ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30'NEED NOT 11. FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6'ABOVE THE ADJACENT FINISHED GRADE. BEARING AT SUPPORTS.LAPPING JOISTS TO HAVE 6'LAPS CENTERED OVER INTERIOR SUPPORTS. BE PROVIDED WITH ACCESS OPENING. SITE ADDRESS: 12. FOUNDATIONS THAT BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12'IN 10'SHALL BE 33. MINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.4.1 OF THE LATEST 66.ALARM REQUIREMENTS:SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING 343 W. LAKE NAHWATZEL STEPPED 50 TAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL EDITION OF THE INTERNATIONAL BUILDING CODE. WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURERS 13. PIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALL 34. BOTTOM PLATE OF STUD WALLS SMALL BE ATTACHED TO WOOD FRAMING BELOW WITH 160 NAILS INSTALLATION INSTRUCTIONS.CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION,AN APPROVED DR., SHELTON YVA 98584 HAVE A MINIMUM OF B'EDGE THICKNESS. AT 6'0/C STAGGERED UNLE55 OTHERWISE NOTED ON PLANS. CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE 14. PIER FOOTINGS SMALL PROJECT A MINIMUM OF W ABOVE EXPOSED EARTH. 35. ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC. IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING 15. WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND IN 56. GLU-LAM BEAMS MUST BE SIZED,DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS. UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. BASEMENTS,PROVIDE A 1-PLINTH ABOVE CONCRETE. 16. PROVIDE 18'MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12'UNDER WOOD GIRDERS. GENERAL FINISH NOTES, I.,. CRAWLS PACE VENTILATION:MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA.OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDE 37. TUB AND SHOWER ENCLOSURES TO HAVE BACKING BOARD USED AS A BACKING FOR CERAMIG,TILE AND DOORS WINDOWS & 5KYL1 GHTS: JOB NAME:o076-TUPPER CRO55 VENTILATION.THE OPENINGS SHALL BE COVERED W C ITH ORROSION-RESISTANT WIRE MESH WITH AROUND TUBS AND SHOWERS SHALL BE TYPE W.R.(GREENBOARD)1,0.8.0#1874 OR bURROCK', Y1ONDERBOARD'OR OTHER CODE APPROVED CEMENT BACKERBOARD.SHOW WA LLS ALLS TO BE FINISHED -ENERAI MESH OPENINGS OF 1/4'IN DIMENSION. W/MOISTURE RESISTANT GWB TO A HEIGHT OF V MIN ABV DRAIN. THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4'STEP FROM TOP OF THE THRESHOLD FRAMING: 58. FOR ALL BATH AND TOILET AREAS:USE WATER RESISTANT GWB(OR EQUAL)FOR WALLS AND TO A MINIMUM 36'DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR,OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM 10. DESIGN CRITERIA FOR LUMBER CEILING,USE PLYW000 UNDERLAYMENT FLOOR WITH EXTERIOR GLUE. (2)7 3/4'STEPS TO A MIN 36-DEEP LANDING.ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W5EC TABLE R402.1.1 TIMBER: 39. ALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB(OR EQUAL).INSTALL WITH UNO.ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNO.ALL BEDROOM EMERGENCY EGRESS WINDOWS pATE� 9/2023 ALL LUMBER SHALL BE AS FOLLOW5 UNLE55 NOTED OTHERWISE. METAL REINFORCING AND NAIL TO ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING WITH 60 SHALL HAVE A MIN NET CLEAR OPENING OF 5.7 501 FT.MIN NET CLEAR OPERABLE WIDTH OF 20'AND A MIN NET CLEAR BEARS MDF#2 OR BETTER COOLER NAILS.COMPLY TO LATEST EDITION OF THE IBC.TAPE AND TEXTURE TO SPECS. OPENING HEIGHT OF 24%MAX SILL HEIGHT OF 44'MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR REVISION DATE POSTS DF#2 OR BETTER 40. USE 5/8'TYPE-X'(FIRE RATED)GWB ON GARAGE WALLS,CEILINGS,EXPOSED BEAMS AND POSTS. OPENING.OPERABLE WINDOWS WITH A SILL OF 72'ASV FINISHED GRADE OR SURFACE BELOW,TO BE A MIN OF 24-ABV 2x FRAMING HF#2 OR BETTER 41. INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER. ADJACENT FINISHED FLOOR. 2x TIMBER SHALL BE KILN DRIED.LL GRADES SHALL CONFORM TO'WWPA GRADING RULES FOR 'WESTERN LUMBER',LATEST EDITIONS.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM 6-CLEAR BETWEEN WOOD AND EXPOSED EARTH.ALL NAILS SHALL BE GALVANIZED BOX R306.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,5LIDING AND DIFOLD DOORS. OR COMMON NAILS.FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPED R505.42 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE 15 LESS ZINC-COATED GALVANIZED STEEL OR 5TAINLE55 STEEL.ALL MINIMUM NAILING SHALL BE PER IBC TABLE THAN 60'ADV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24'OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE 2304..9.1 UNO.MACHINE BOLTS TO BE A-307.BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE DOOR IN A CLOSED POSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND PROVIDED WITH STANDARD GUT WASHERS.MISCELLANEOUS HANGERS TO BE'SIMPSON".ALL WITHIN 24'OF THE HINGE SIDE OF AN INSWING DOOR. Dp'� /��I� HANGERS FASTENED TO WOOD WITH PROPER NAILS,ALL HOLES SMALL BE NAILED R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOW LAW FOLLOWING CONDITIONS: L_ 1.THE EXP LJOSED AREA OF AN INDIVIDUAL PANEL 15 LARGER THAN q 5Q FT; LZ I G Y V F I RESTO PP I N G: 2.THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18'ABV THE FLOOR; �J^ 1 FIRE5TOPPING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS(BOTH VERTICAL 3.THE TOP EDGE OF THE GLAZING IS MORE THAN 36'ABV THE FLOOR;AND �� AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BET STORIES,AND DETWEEN WEEN S , 4.1 OR MORE WALKING SURFACES ARE WITHIN 36'MEASURED HORIZONTALLY AND IN A STRAIGHT LINE,OF THE TOP STORY AND THE ROOF SPACE.FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION GLAZING. R300.4.4 GLAZING IN GUARDS AND RAILINGS,INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL IN THE FOLLOWING LOCATIONS. PANELS,REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE. 1. IN CONGEALED SPADED OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES NOT TO R306.4.5 GLAZING IN WALLS,ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS, SCALD /"{11= 1 EXCEED 10ER HORIZONTALLY,AND AT THE CEILING AND FLOOR LEVEL. SAUNA5,STEAMED ROOMS,SATHTU85,5HOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPAGE5 SUCH AS EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE. OCCUR E SOFFITS,DROP CEILINGS,COVE CEILINGS,ETC. R30B.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36'(g14MM)ABV THE PLANE OF S H E E T 3. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND THE ADJACENT WALKING 5URFAGE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. WALL OPENICAVITINGS AR LINE WITH STRINGERS. R308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING 15 LE55 THAN 36- 4. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR ABV THE LANDING AND WITHIN A 60'HORIZONTAL ARC LESS THAN 150 DEGREES FROM THE BOTTOM OF THE TREAD • LEVEL. NOSING.FOR EXCEPTIONS SEE IRC SECTION R308.4 1 pl. STRUCTURA NOTESK q � w4 Owe of s��2/2'1IA 0 z �� q 28560 Fy, FGI STEM' S/ONAL 9/20(23 10 GENERAL 3.0 SPECIAL OBSERVATION INSPECTION/STRUCTURAL OBSERVATN 5.6 REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN 82 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND 8.10 ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- ,,1 THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS,ANY DISCREPANCY ACCORDANCE WITH ACI 315 AND 318,LAP ALL REINFORCEMENTS IN ACCORDANCE WITH ARC STANDARDS.EACH MEMBER SHALL BEAR AN AI,T.C.IDENTIFICATION MARK AND TREATED WITH AN APPROVED PRESERVATIVE DR(2)LAYERS OF ASPHALT IMPREGNATED FOUND AMONG THE DRAWINGS,SPECIFICATIONS.THESE NOTES.AND THE SITE 3.1 SPECVLL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED 'THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE'PROVIDE CORNER SHALL BE ACCOMPANIED BY AN A.LT.C.CERTIFICATE OF CONFORMANCE.ALL SIMPLE BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR U CONDITIONS SHALL BE REPORTED TO THE ENGINEER,WHO SHALL CORRECT SUCH IN ACCORDANCE WITH SECTIONS 109 AND 17D4 OF THE INTERNATIONAL BUILDING CODE BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP ADJACENT MATS OF WELDED SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4.FL1=2.400 PSI.F-65 PSI.ALL MASONRY. DISCREPANCY IN WRITING.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF AS REQUIRED BY THE BUILDING OFFICIAL.THE ARCHITECT,THE ENGINEER OF RECORD, WIRE FABRIC A MINIMUM OF 8-AT SIDES AND ENDS.NO BARS PARTIALLY EMBEDDED IN CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8,FD=2400 PSI,F-165 7 SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR AND/OR THE PROJECT SPECIFICATIONS.INSPECTION SHALL BE DONE BY A QUALIFIED HARDENED CONCRETE SHALL BE FIELD BE UNLESS SPECIFICALLY SO DETAILED OR PSI.CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000'RADIUS,UNLESS SHOWN 8.11 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE'STRONG-TIE' `z T SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO TESTING AGENCY DESIGNATED BY THE ENGINEER OF RECORD,AND SHALL BE RETAINED APPROVED BY THE ENGINEER OF RECORD. OTHERWISE ON THE PLANS.GLULAM COLUMNS SHALL BE DOUG-LAS FIR COMBINATION BY SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOG NO.C-2004.EQUIVALENT (Q PROCEEDING WITH ANY WORK OR FABRICATION.THE CONTRACTOR IS RESPONSIBLE FOR BY THE BUILDING OWNER.THE ARCHITECT,ENGINEER OF RECORD,AND BUILDING N0.5.fr-2400 PSI.E=2,000,000 PSI. DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICBO iYS ALL BRACING AND SHORING DURING CONSTRUCTION. DEPARTMENT SHALL BE FURNISHED V41TH COPIES OF ALL INSPECTION AND TEST 5.7 CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE IN ACCORDANCE APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.PROVIDE NUMBER AND SIZE OF Z RESULTS.SPECIAL INSPECTION MAY BE REQUIRED FOR(BUT IS NOT LIMITED TO)THE WITH IBC SECTION 1907.7. 8.3 LAMINATED VENEER LUMBER(LVL)SHALL BE MANUFACTURED UNDER A PROCESS FASTENERS AS SPECIFIED BY MANUFACTURER.CONNECTORS SHALL BE INSTALLED IN •, 1.2 CODES ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SMALL CONFORM FOLLOWING. APPROVED BY THE NATIONAL RESEARCH BOARD.EACH PIECE SHALL BEAR A STAMP OR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.WHERE CONNECTOR UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER.THE GRADE, STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH v TO THE DRAWINGS,SPECIFICATIONS,THE INTERNATIONAL BUILDING CODE ERN 2 EDITION),AND MASON COVNTV BUILDING CODE MODIFICATIONS TO THE INTERI'ATIOWIL CONCRETE CONSTRUCTION FORMED SURFACES EXPOSED TO EARTH OR WEATHER(/6 BARS OR LARGER)2' THE NATIONAL RESEARCH BOARD NUMBER,AND THE QUALITY CONTROL AGENCY.ALL MEMBER.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE O MASONRY CONSTRUCTION COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1- LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER-125 WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON = BUILDING CODE. STRUCTURAL STEEL FABRICATION AND ERECTION(INCLUDING FIELD WELDING AND SLABS AND WALLS(INT.FACE)..............GREATER OF BAR DIAMETER PLUS 1AT USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE WOOD.UNLESS NOTED OTHERWISE,ALL NAILS SHALL BE COMMON.ALL SHIMS SHALL BE 1.3 DESIGN LOADING CRITERIA HIGHSTRENGTH FIELD BOLTING) OR 3/4- REQUIREMENTS OF ASTM D2559`NTH ALL GRAIN PARALLEL WITH THE LENGTH OF THE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED.ALL � w METAL DECK INSTALLATION(INCLUDING FIELD WELDING) MEMBER.THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SAWN LUMBER JOISTS SMALL BE CONNECTED TO FLUSH BEAMS WITH-LUS'SERIES JOIST � w DEAD LOADS EXPANSION BOLTS AND THREADED EXPANSION INSERTS 5.9 CONCRETE WALL REINFORCING-PROVIDE THE FOLLOWING UNLESS DETAILED HANGERS UNLESS NOTED OTHERWISE.ALL PLYWOOD WEB JOISTS SHALL BE ROOF LIVE LOAD 25 PSF EPDXY GROUTED ST INSTALLATIONS DRIVEN PILE INSTALLATION OTHERWISE: Fb=2800 PSI,E=1SW KSI,Fr-285 PSI OCONNECTED THERWISE TO FLUSH BEAMS WITH 9TT'SERIES JOIST HANGERS UNLESS NOTED ZO RESIDENTVIL LIVE LOAD 40 PSF = M- WALL HORIZONTAL VERTICAL NUMBER OF DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE DECK LIVE LOAD 40 PSF z BALCONIES LESS THAN 10D FT2 60 PSF 3.2S TRUCTVRAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS THICKNESS BAR SPACING BAR SPACING CURTAINS TRUSJOIST CORPORATON.ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO 8.12 WOOD FASTENERS c A Z 1702.1 AND 1709 OF THE INTERNATIONAL BUILDING CODE AS REQUIRED BY THE BUILDING 6' 040 10•o.c. N @ 18'o.c. 1 CURTAIN REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, �/J = STAIR AND CORRIDOR LIVE LOAD 100 PSF z y GUARDRAIL&BALCONY RAILS 5 0 PLF OFFICIAL,THE ARCHITECT,THE ENGINEER OF RECORD,E ENGINEER THE PROJECT 8'WAILS /5 18'o.c. N 18'o.c 1 CURTAIN ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING Q GROUND SNOW LOAD,PG 25 PSF SPECIFICATIONS.THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD 10'WALLS N Q 18'o.c. A3 18'o.e. 2 CURTAINS ITEMS SHOWN PROVIDED THEY HAVE I.C.C.APPROVAL FOR EQUAL OR GREATER LOAD SPECIFICATIONS'. z 3 MECHANICAL UNIT AD,PG PER MANUFACTURER ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL 12'WALLS 04 1T o.a KO�12 o.c 2 CURTAINS CAPACITIES.ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN O � W OBSERVATION.STRUCTURAL OBSERVATION MAY BE REQUIRED FOR(BUT IS NOT LIMITED SIZE WITH MEMBERS PROVIDED. SIZE LENGTH DIAMETER U NAND TO)THE FOLLOWING BUILDING ELEMENTS: 5.10 SEE DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW 6D 2' 0.117 '1 I g SPEED(3SECOND GUST) 110 MPH OPENINGS IN ALL CONCRETE YVALLS.SEE MECHANICAL DRAWINGS FOR SIZE AND 8.1 PARALLEL STRAND LUMBER(PSL)BOARD SHALL BE MANUFACTURED UNDER A PROCESS 8D 2-1 2. 0.131' �+•+ a E%PoSURE'C SHEARNNLLS HOLDDOWNS LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. APPROVED BY THE NATIONAL RESEARCH BOARD.EACH PIECE SHALL BEAR A STAMP OR 100 3- 0.148' U 1 1 1 F CONCRETE CONSTRUCTION SEE ARCHITECTURAL DRAWINGS(AS APPLICABLE)FOR ALL GROOVES.NOTCHES, STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER,THE GRADE, 12D 3.1 0.148' L.LI EARTHQUAKE MASONRY CONSTRUCTION CHAMFERS,FEATURE STRIPS.COLOR,TEXTURE,AND OTHER FINISH DETAILS AT ALL THE NATIONAL RESEARCH BOARD NUMBER,AND THE QUALITY CONTROL AGENCY.ALL ISO 3-17 D.162 7 LL' STRUCTURAL STEEL CONSTRUCTION EXPOSED CONCRETE SURFACES,BOTH CAST-IN-PLACE AND PRECAST, PARALLEL STRAND LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER-292 L j SITE CLASS'D' GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE WULS,THEY SHALL Z 5 ILDING CATEGORY'8- 3.3 STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL 5.11 NONSHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND WITH ALL GRAN PARALLEL WITH THE LENGTH OF THE MEMBER. SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO r n D USE GROUP'1- SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PUNS AND SPECIFICATIONS SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CONSTRUCTION)FOR REVIEW AND APPROVAL v SEE PLANS FOR ADDITIONAL LOADING CRITERIA AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL PUBLISHED RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE F6=2900 PSI,E=2000 KSI,W=290 PSI(FOR 2.0E MEMBERS) J 3 SYSTEM.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WANE THE MATERIAL ON WHICH IT IS PLACED(3W0 PSI MINIMUM). B.STAPLES-THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF L Z 1.4 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 109 OR OTHER SECTIONS DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE PLYWOOD(APA RATED SHEATHING)' L Q OF THE IBC. 5.12 MECHANICAL SPLICING OF REINFORCING B1R5,WHERE INDICATED ON THE DRAWINGS, TRUS.IOIST CORPORATION.ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR SMALL VERIFY DIMENSIONS N AND CONDITIONS FOR COMPATIBILITY AND SMALL NOTIFY ARCHITECT OF ANY SHALL BE BY AN APPROVED AND TESTED SYSTEM AND SHALL DEVELOP 125%OF THE REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, NAIL SIZE EQUIV.STAPLE MINIMUM LENGTH DISCREPANCIES PRIOR TO CONSTRUCTION. 3.4 THE OWNER SMALL EMPLOY THE ENGINEER OF RECORD AND/OR THEARCHITECT SPECIFIED YIELD STRENGTH OF THE BARS.SPLICE LOCATIONS OF ALTERNATE BARS ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR SO 16 GA- 13/ RESPONSIBLE FOR THE DESIGN,TO PERFORM STRUCTURAL OBSERVATION.OBSERVED SHALL BE OFFSET BYA DISTANCE WHICH CONFORMS TO THE I.C.C.REPORT OF THE ITEMS SHOWN PROVIDED THEY HAVE I.C.C.APPROVAL FOR EQUAL OR GREATER LOAD 60 13 G4 i-wr 1.5 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND DEFICIENCIES SMALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPLICE USED AND TOACI-318 SECTION 21.2.6.1. CAPACITIES.ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN 10D 12 G. I-Nlr � CONDITIONS PRIOR TO COMMENCING ANY NARK ALL DIMENSIONS OF EXISTING SPECIAL INSPECTOR,CONTRACTOR.AND THE BUILDING OFFICIAL.THE STRUCTURAL SIZE WITH MEMBERS PROVIDED. Y CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND OBSERVER SMALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE 5.13 HIGH STRENGTH THREADED RODS(STRESSED AND NON-STRESSED)SHALL BE IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES,THEY SHALL MUST BE VERIFIED. SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH,TO PROVIDED WITH APPROPRIATE APPROVED ANCHORAGE PLATES,NUTS,AND COUPLERS 8.5 PRE-FABRICATED OPEN WEB WOOD TRUSSES(OR COMBINATION WOOD AND METAL) SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,RAVE NOT BEEN RESOLVED. PER MANUFACTURER IN CONFORMANCE WITH ASTM STANDARDS. SMALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN CONSTRUC-TION)FOR REVIEW AND APPROVAL HALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE 1.6 CONTRACTOR S STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS STRUCTURE BEEN COMPLETED IN 4-0 GEOTECHNICAL(SOILS) 6.0ANCHORAGE MANUFACTURER'S PUBLISHED SPECIFICATIONS.ALL NECESSARY BRIDGING,BLOCKING, C.NAILS AND STAPLES-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING ACCORDANCE WITH THE PLANS. PRE-NOTCHED PLATES,ETC..SHALL BE DETAILED AND FURNISHED BY THE SMALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING 4.1 SUBGRADE PREPARATION INCLUDING DRAINAGE.EXCAVATION,COMPACTION,AND 6.1 EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE SIMPSON MANUFACTURER,SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS(COMPLETE PERMITTED. 1.7 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE FILLING REQUIREMENTS,SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN STRONGTIE NVEDGEyALL-ANCHORS.INSTALLED IN STRICT ACCORDANCE WITH I.C.C. WITH STRESS DIAGRAMS)TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE THE SOILS REPORT OR AS DIRECTED BY THE BUILDING DEPARTMENT.FOOTINGS SHALL REPORT INCLUDING MINIMUM EMBEDMENT REQUIREMENTS.SUBSTITUTES PROPOSED BY PRIOR TO FABRICATION.DESIGN SUBMITTALS SMALL BEAR THE STAMP AND SIGNATURE WORK THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR BEAR ON SOLID UNDISTURBED EARTH OR ON CONTROLLED,COMPACTED STRUCTURAL CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.C.REPORTS INDICATING OF A REGISTERED PROFESSIONAL ENGINEER.STATE OF WASHINGTON.PERMANENT AND 8.13 WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT FILL.FOOTING DEPTHS AND ELEVATIONS SHOWN ON PLANS(OR IN DETAILS EQUIVALENT OR GREATER LOAD CAPACITIES.BOLTS OR INSERTS INTO CONCRETE TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S PLANS. THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE MINIMUM AND FOR GUIDANCE ONLY.THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.SPECIAL SPECIFICATIONS. CV CONTRACTOR.THE STRUCTURAL ENGINEER W15 NO DUTY TO INSPECT,SUPERVISE, ESTABLISHED BY THE CONTRACTOR IN THE FIELD IN ACCORDANCE WITH ALL INSPECTION MAY BE REQUIRED FOR ALL EXPANSION BOLT INSTALLATIONS. A ALL W000 FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO 00 REQUIREMENTS OF THE BUILDING DEPARTMENT AND/OR THE GEOTECHNICAL ENGINEER 8.6 PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE.MINIMUM WALING, NOTE,CORRECT,OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, AS APPLICABLE.BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING 6.2 DRIVE PINS AND OTHER POWDERACTUATED FASTENERS SMALL BE-OX-'TYPE AS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND UNLESS OTHERWISE NOTED,SHALL CONFORM TO TABLE 2304.9.10E THEWC.UNLESS CoNTRACTORS,OR OTHER ENTRIES OR PERSONS AT THE PROJECT SITE GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS REQUIRED. MANUFACTURED BY THE HILTI CORP.OR AN I.C.C.APPROVED EQUIVALENT IN ALLOWABLE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. OTHERWISE NOTED.ALL NAILS SHALL BE COMMON.COORDINATE THE SIZE AND 1.8 CONTRACTORaNITATED CHANGES SMALL BE SUBMITTED IN WRITING TO THE ARCHITECT STRENGTH.INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORTS.MINIMUM ALL NECESSARY BRIDGING,BLOCKING,BLOCKING PANELS,STIFFENERS,ETC..SMALL BE LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR 42 WI ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE MAY BE ASSUMED AND EMBEDMENT IN CONCRETE SHALL BE I'UNLESS OTHERWISE NOTED.MAINTAIN AT LEAST DETAILED AND FURNISHED BY THE MANUFACTURER.SUBMIT SHOP DRAWINGS AND PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE 3-TO NEAREST CONCRETE EDGE AND AT LEAST I-TO NEAREST STEEL EDGE. DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW BEARING ON WOOD.INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL REQUIREMENT. BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED.NOTIFY THE PRIOR TO FABRICATION.DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(2WI REVISED EDITION.) STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 6.3 HIGH STRENGTH EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE OF A REGISTERED PROFESSIONAL ENGINEER.STATE OF WASHINGTON.PERMANENT AND 1.9 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE INSTALLED WITH'SET MGM STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S S.WALL FRAMING:ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 a_ CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO 43 FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH AT DESIGNATED DEPTH BELOW STRONG-TIE COMPANY.INSTALL IN STRICT ACCORDANCE WITH CURRENT I.C.C.REPORT. SPECIFICATIONS. STUDS 0 16'O.C.AT INTERIOR WALLS AND 2X60 24.O.C.AT EXTERIOR WALLS.TWO ` DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO ADJACENT FINISHED GRADE.THE REQUIRED DEPTH BELOW GRADE MUST BE SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF r REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DETERMINED BY THE BUILDING DEPARTMENT BASED ON FROST DEPTH REQUIREMENTS. DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUSJOIST ALL OPENINGS.TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT Y UNLESS OTHERWISE NOTED,FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR 7.0 STEEL CORPORATION.ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY SE USED OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED '^ 1.10 AL STRUCTURAL SYSTEMS WHICH ARE T L O BE COMPOSED OF COMPONENTS TO BE WALLS ABOVE. SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS SOLID BLOCKING AT VJ FIELD ERECTED SHALL BE SUPERVISED THE SUPPLIER DURING MANUFACTURING, 7.1 STRUCTURAL STEEL DESIGN,FABRICATION,AND ERECTION SMALL BE BASED ON THE ENGINEER.ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE MID-HEIGHT OF ALL STUD WALLS OVER 8'-0'IN HEIGHT. DELIVERY.HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS BO CONCRETE LATEST EDITIONS OF THE A.I.S.C.SPECIFICATIONS AND CODES. SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.C.APPROVAL FOR EQUAL �T OR GREATER LOAD CAPACITIES.ALL JOIST HANGERS AND OTHER HARDWARE SHALL A L WALLS SWILL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE END O PREPARED BY THE SUPPLIER. 5.1 CONCRETE SHALL BE MIXED.PROPORTIONED.CONVEYED AND PLACED IN ACCORDANCE 7.2 STRUCTURAL STEEL SMALL CONFORM TO THE FOLLOWING REQUIREMENTS: BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS.AND TOENAIL OR END NAIL m 2.0 SHOP DRAWINGS WITH IBC SECTION 1 WS AND ACI 301.MIXES SHALL BE PROPORTIONED SO AS NOT TO EACH STUD TO BOTTOM PLATE OATH TWO 16D NAILS.FACE NAIL DOUBLE TOP PLATE EXCEED THE MAXIMUM SLUMPS INDICATED.STRENGTHS AT 28 DAYS AND MIX CRITERIA TYPE OF MEMBER ASTM SPECIFICATION FY 8.7 PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE WITH 16D 012.O.C.AND LAP MINIMUM 4'-0-AT JOINTS AND PROVIDE SIX 160 NAILS I a 2.1 SHOP DRAWINGS FOR THE FOLLOWING ITEMS SMALL BE SUBMITTED TO THE ARCHITECT- SMALL BE AS FOLLOWS: A PLATES,SHAPES,ANGLES,AND RODS A38 36 KSI MANUFACTURER IN ACCORDANCE WITH THE'DESIGN SPECIFICATION FOR METAL PLATE Q 4'O.C.EACH SIDE JOINT. 3 B.SPECIAL SHAPES AND PLATES A572 50 KSI CONNECTED WOOD TRUSSES,TP478'BY THE TRUSS PLATE INSTITUTE FOR THE SPANS W DESIGNER AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE Z ITEMS.APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE TYPE OF CONSTRUCTION 28 DAY STRENGTH MAXIMUM MINIMUM CEMENT(FO) C.PIPE COWMNS A53(E OR S,GR.S) 35 KSI AND CONDITIONS SHOWN ON THE PLANS.LOADING SHALL BE AS FOLLOWS: ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD O SLUMP CONTENT PER C.V. D.STRUCTURAL TUBING A500(GRADE B) 46 KSI FRAMING BELOW WITH 160 NAILS 0 12.O.C.STAGGERED OR BOLTED TO CONCRETE F BUILDING DEPARTMENT. A SUBS 2,5W PSI 3' S SACKS E ANCHOR BOLTS A316 70 KSI TOP CHORD LINE LOAD 25 PSF WITH 518'DIAMETER ANCHOR BOLTS WITH T MINIMUM EMBEDMENT) J( T)@ C-Ir D.C. Z W STRUCTURAL STEEL B. STRUCTURAL CONCRETE 2,500 PSI 3' S SACKS F.CONNECTION BOLTS A325 TOP CHORD DEAD LOAD 10 PSF UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL W N GLUED LAMINATED MEMBERS BOTTOM CHORD DEAD LOAD 5 PSF BE WILED TO EACH OTHER WITH 16D Q 12-O.C.STAGGERED.REFER TO THE PLANS CONNECTOR PLATE WOOD ROOF TRUSSES 7.3 ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C.AND A.W.S.STANDARDS AND BOTTOM CHORD WE LOAD 10 PSF(NOT CONCURRENT W ROOF LIVE) AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING.WHEN NOT U PLYWOOD WEB JOISTS 5.2 THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE SHALL BE PERFORMED BY WAB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES. TOTAL LOAD 40 PSF OTHERWISE NOTED,PROVIDE GYPSUM WALLBOARD ON IN-TERIOR SURFACES O J MIX IS SUBMITTED TO THE ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ONLY PREQUALIFIED WELDS(AS DEFINED BY A.W.S.)SMALL BE USED.WELDING OF GRACE WIND UPLIFT(TOP CHORD) 15 PSF(GROSS) NAILED TO ALL STUDS,TOP AND BOTTOM PLATES,AND BLOCKING WITH NAILS Q 7- U) W U) O 2.2 SHOP DRAWING REVIEW'DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ANY CONCRETE.THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, 60 REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN O.C.USE SO COOLER NAILS FOR 1/T GVWB AND 60 COOLER NAILS FOR 5W GAS. W N W W 9 ENGINEER OF RECORD,THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. FINE AND COARSE AGGREGATE.WATER AND ADMIXTURES AS WELL A5 THE WATER ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE 8.8 WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES(GINGIVAL OR EQUAL). PROVIDE/2'(NOMINAL)APA RATED SHEATHING(SPAN RATING 24N)ON EXTERIOR Q W 01 CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF CE ENT RATIO,SLUMP.CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ORMED USING E70XX ELECTRODES.YIELDING WITHIN 4'OFCOLD BENDS IN SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND SURFACES NAIIEDAT ALL PANEL EDGES(BLOCK UNSUPPORTED EDGES).AND TOP OJQ RECORD.CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE ACCORDANCE WITH I.B.C.1905.3.THE USE OF A PERFORMANCE MIX REQUIRES BATCH REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERNAL STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.SUBMITTED DOCUMENTS AND BOTTOM PLATES WITH SO Q 6-O.C.AND TO ALL INTERMEDIATE STUDS AND 3 =a 3 PLANT INSPECTION,THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REQUIREMENTS OF WELDED BARS. SMALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, BLOCKING WITH SO @ 12 O.C.ALLOW 11W SPACING AT ALL PANEL EDGES AND ENDS. Q=Q Q$ MEANS,METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF CONSTRUCTION, REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT STATE OF.PROVIDE FOR SHAPES.BEARING POINTS.INTERSECTIONS,HIPS,VALLEYS. Z h Q AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.SUBMITTALS W f SHALL INCLUDE A REPRODUCIBLE AND ONE COPY,REPRODUCIBLE WILL BE MARKED AND INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. 7.4 HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL O ASTM A CAST-IN-PLACE ETC.,SF10NM ON THE DRAWINGS.EXACT COMPOSITION OF SPECIAL HIP,VALLEY,AND C.FLOOR AND ROOF FRAMING:PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL W W m 10 Q RETURNED. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A-108 INTERSECTION AREAS(USE OF GIRDER TRUSSES,JACK TRUSSES.STEP-DOWN TRUSSES, PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL Y Q- PERFORMANCE. AND SMALL BE WELDED IN CONFORMANCE WITH AW.S.REQUIREMENTS. ETC.)SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED.PROVIDE BRIDGING @ 8 ^ 2.3 SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. ON THE PLANS.PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS O.C.A SOLID BLOCKING AT ALL BEARING POINTS.TOENAIL JOISTS TO SUPPORTS WITH L.L THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO 5.3 ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE 7.5 DEFORMED BAR ANCHORS SMALL BE TYPE D2L ANCHORS BY NELSON STUD WELDING CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS.PROVIDE FOR ALL TWO ISO NAILS.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON 3 AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C280,C494.AND DIVISION,TRW ASSEMBLIES AND FASTENERS GROUP OR EQUIVALENT.ANCHORS SHALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.NAIL ALL MULTIJCIST A DEMONSTRATE DI THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN C618.TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE BE MADE FROM COLD ROLLED,DEFORMED STEEL CONFORMING TO ASTMA496. BEAMS TOGETHER WITH 16D 0 12.O.C.STAGGERED. CONCEPT,BY INDICATING WHICH MATERIAL ISINTENDED TO BE FURNISHED ANDWITH TABLE 19D42.1 OF THE INTERNATIONAL BUILDING CODE. 8.9 STRUCTURAL WOOD PANEL SHEATHING(PLYWOOD)SHALL BE APA RATED PANELS WITH INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. 7.6 METAL CHIMNEYS SMALL BE ANCHORED AT ROOF AND CEILING WITH TV40 1-Ilml 8' EXPOSURE 1 CLASSIFICATION. UNLESS OTHERWISE NOTED ON THE PLANS,PLYWOOD ROOF AND FLOOR A DEVIATIONS.ONS.DISCREPANCIES.OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS 5.4 THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY INSULATION AND SHEATHING SMALL BE LAID UP WITH GRAN PERPENDICULAR TO SUPPORTS AND AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER OF NAILED WITH SIX 80 NAILS PER STRAP TO THE ROOF AND CEILING FRAMING. ROOF SHEATHING SMALL BE 5/8-(NOMINAL)WITH SPAN RATING 402o. NAILED WITH BD NAILS 06-D.C.TO FRAMED PANEL EDGES AND OVER STUD WALLS DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND RECORD AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO AS SHOWN ON PLANS AND @ 1T O.C.TO INTERMEDIATE SUPPORTS.PROVIDE STRUCTURAL NOTES SPECIFICATIONS SHALL CONTROL AND SMALL BE FOLLOWED. PLACING ANY CONCRETE.THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF 8.0 WOOD FLOOR SHEATHING SHALL BE 314(NOMINAL)WITH SPAN RATING 4824. APPROVED PLYWOOD EDGE CUPS CENTERED BETWEEN JOISTSRRUSSES AT 2.4 SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CEMENT,FINE AND COARSE AGGREGATE.WATER AND ADMIXTURES AS WELL AS THE UNBLOCKED ROOF SHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEERS STAMP,STATE WATER CEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA 8.1 FRAMING LUMBER SHALL BE KILN DRIED OR MC-19.AND GRADED AND MARKED IN WALL SHEATHING SHALL BE 1(Z(NOMINAL)WITH SPAN RATING 24/0. APPROVED TONGUE-AND4ROOVE JOINTS OR SHALL BE SUPPORTED MATH SOLID OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO IN ACCORDANCE WITH I.B.C.1905.3.REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF CONFORMANCE WITH W.C.LB.STANDARD GRADING RULES FOR WEST COAST LUMBER BLOCKING,ALLOW 1/8'SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH NO.16.FURNISH TO THE FOLLOWING MINIMUM STANDARDS: REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. ROOF SHEATHING.TOENAIL BLOCKING TO SUPPORTS WITH ISO Q 12-O.C.UNLESS STRUCTURE.THE COMPONENT DESIGNER IS RESPON BIBLE FOR CODE CONFOR MANC E CONTRACT DOCUMENTS.CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY OTHERWISE NOTED.ATTONGUE-AND-GROOVEKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT C A FOR SPECIFIED PERFORMANCE. JOISTS.(2X_MEMBERS)HEM-FIR NO.2 MINIMUM BASE VALUE,FB=850 PSI TONGUE-AND-GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE WILING PROJECT NO. :20010C • ARCHITECTURAL OR STRUCTURAL DRAWINGS.SHOP DRAWINGS SHALL INDICATE (3X AND 4x_MEMBERS)HEM-FIR NO.2 MINIMUM BASE VALUE,FS=850 PSI INSTALLED AT FOLLOWS:2X DECKING SHALL BE TOENLED THROUGH THE TONGUE SPECIFIED. DRAWN BY DAK MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE.DESIGN 5.5 REINFORCING STEEL SHALL CONFORM TO ASTM PA15(INCLUDING SUPPLEMENT St), BEAMS(6C_AND LARGER)DOUGLAS FIR NO.1 MINIMUM BASE VALUE.FS=1350 PSI AND FACE-WILED WITH ONE 160 NAIL PER PIECE PER SUPPORT.3X AND 4X DECKING ISSUE DATE :92023 CALCULATIONS SMALL BE MADE AVAILABLE UPON REQUEST. GRADE 40,FY=40,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE POSTS.(4x_MEMBERS)DOUGLAS FIR NO.2 MINIMUM BASE VALUE.PC=1300 PSI SHALL BE TOENAILED WITH ONE 400 NAIL AND FACENAILED WITH ONE WO NAIL PER LATEST REV. DRAWINGS SHALL BE GRADE 60,FY=50,000 PSI.GRADE SO REINFORCING BARS INDICATED 2A STUDS AND PLATES.HEM-FIR STUD GRADE SUPPORT.COURSES SHALL BE SPIKED TOGETHER WITH S'SPIKES Q 37 O.C. ON DRAWINGS TO BE WELDED SMALL CONFORM TO ASTM A706.REINFORCING DECKING.(2A TO 418)HEM-FIR COMMERCIAL MINIMUM BASE VALUE,FB=1350 PSI (MAXIMUM)AND Q 1('(MAXIMUM)FROM THE END OF EACH PIECE,SPIKES SHALL BE COMPLYING WITH ASTM A615(S1)MAY BE WELDED ONLY IF MATERIAL PROPERTY INSTALLED IN PREDRILLED EDGE HOLES.ALL DECKING SHALL BE PLACED WITH A REPORTS INOICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. CONTROLLED RANDOM LAYOUT.EACH PUNK SHALL BEAR ON AT LEAST ONE SHEET NUMBER • D1.4 ARE SUBMITTED.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.SPIRAL SUPPORT.END JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60, DRIVEN INTO PRE-CUT SLOTS.TONGUE AND GROOVE JOINTS SMALL BE GLUED WITH FY�0 OW PSI. CONSTRUCTION ADHESIVE WHERE NOTED ON PUN. Sl P key ��OF WASH TYPICAL STRUCTURAL DETAILS oe4r�, 'gym �Fs qec essa�o?,��m S/ONAL Ems' 920123 SHEARWALL TABLE U TRUSS TOP CHORD Q Bd o.c.V(4)1 Od NAILS 10d B e.c. Z qq TYPICAL SHEARWALL NOTES THROUGH SHEATHING INTO BLOCK Q 2a4 FLAT OUTLOOKERS 1)ALL APA RATED NAILING PER IBC. Q 74r o.e. 2)Y[DIAMETER HILTI QUICK BOLT II ANCHORS WITH 3r MINIMUM EMBEDMENT MAY NOTE:SPLICE 8 NAIL TOP PLATE AS SHOWN Q ALL BE USED IN LIEU OF X-DIAMETER ANCHOR BOLTS EXTERIOR WALLS AT FLOOR LEVEL AND ROOF LEVEL. iu 3)USE 3x3xV'SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS PER IBC 2305.3.11 p SIMPSON A35 OR RBC 4)8d NAILING TO BE.131'a25'COMMON NAILS OR.113N2.0'BOX NAILS ANGLE CLIPS PER a S)16d NAIUNG TO BE.13".0'BOX NAILS SHEARWALL TABLE 6)SHEAR DOTTOM PLATE NAILING AND ALL NAILING AT PRESSURE TREATED PLATE MEMBERS SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL OR q•MIN, 7 MAX L1J STAINLESS STEEL NAILS RIDGE VENT BY 7)ALL)4-DIAMETER ANCHOR BOLTS TO HAVE T MINIMUM EMBEDMENT INTO [OTHERS SPLICE LENGTH (A S PL-TO-0L Q u NALS ^ SHEAR WALLS 2X_BLKG STWN 2X_BLKG BTWN (15)16d STAGGERED a 3'o.c C•/ ~UZ' TRUSSES W 8d TRUSSES W 8d 2a6 DIAGONAL(40'-60') TYP.NAUNG V NAILS Q B o.c. PE NAILS Q S'o.c TOP PLATE BRACE 4'C'o.c.V(4) SMEARVYALL 7 Z MARK CALLOUT TRUSS 1SE NAILS Q TOP END TABLE ` N 3 PER PLAN INTO BLOCKNG O M..L W TYPICAL USEJI'APA RATED SHEATHING,BLOCKEDAT PANEL EDGES. L.L EXTERIOR WITH 8d NAILS AT 6*—AT PANEL EDGES AND 17 0.°.AT a FIELD,)4-ANCHOR BOLTS AT 48'o.c.,IW PLATE TO PLATE DOUBLE SIMPSON GBC CONNECTOR W g WILING AT 6'°.c..AND SIMPSON A35 CUPS AT 18 o.c. INSTALLED PER MANUF.Q END Of i6d pL-TO-0L � w � BRACE(NAILS NOT SHOWN FOR m PROVID CIN CLARITY) NAILING PER Z BETVYEENBL NG SHEARWALL USE Yx'APA RATED SHEATHING,BLOCKED AT PANEL EDGES, EQUNALENT TOO LNG TABLE Q WITH 8d NAILS AT T o.c INTO 3a_FRAMING MEMBERS AT REQUIRED FOR VENT PANEL EDGES AND 17 o.c.AT FIELD.)4-ANCHOR BOLTS AT 3T Z PA 16d PLATE N PLATE NAILING AT 4'o.c.AND SIMPSON A35 D o 2%S DUDS 2x6 STUDS 0 1' CUPSAT17E Q18" .. IW uo PER PLAN C z Ld Ld c 111 a 9 RIDGE VENT " 6 TOP PLATE SPLICE SCA 3 GABLE END BDA Q Ll� Y ROOF FRAMING NOTES 1. ALL BEAMS AND HEADERS TO BE 4x8 Y2HF UNLESS NOTED OTHERWISE. 24-TYP' 2 ALL TRUSSES TO BE PRE ENGINEERED AND ARE TO CARRY THE STAMP OF THE (3)16d R-R BETWEEN SUPPORTS TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURERS NAILS Q TOP OF SPECIFICATIONS.DESIGN DETAILS AND SPECIFICATIONS BY TRUSS MANUFACTURER EACH SUPPORT TO BE ON SITE FOR FRAMING INSPECTION.PROVIDE TRUSS PACKAGE TO ENGINEER IN PLACE OF 3X FRAMING MEMBERS AT FOR SHOP DRAWING REVIEW PRIOR TO CONSTRUCTION. NEW 2X_RAFTER Q ADJOINING PANEL EDGES PER SHEARWALL T 3. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS 24"o.c DIRECTLY PRE-ENGINEERED ROOF ENGINEER AND THE BUILDING DEPARTMENT. OVER EXIST.TRUSS TABLE.USE DOUBLE 2X_STUDS AS NOTED TRUSSES Q 24'o.c. CN • 4. ROOF SHEATHING TO BE 5"APA RATED SHEATHING WITH 8d NAILS AT PERIMETER W AND ALL SUPPORTED PANEL EDGES AT 6'ON CENTER AND AT 12'ON CENTER AT NEW N41 SUPPORT 5. Fr- •D DENOTES SHEARWALL CALLOUT PER SHEARWALL TABLE. RQAFTER Q EACH IMPSON H1 Q EVERY TRUSS 5. ALL HEADERS TO HAVE(1)2a_BEARING STUD AND(1)2x_KING STUD AT EACH END (INSIDE OR OUTSIDE FACE) UNLESS NOTED OTHERWISE. DOUBLE 2X_STUDS 18d STITCH PLATE-TO�LA etl NAILS 6`—INTO 7. PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING GIRDER NAILS PER SW TABLE FULL HEIGHT BLKG TRUSSES AND BEAMS EXIST.TRUSS !e a o2re.o \ FOUNDATION NOTES \ 'Y^ 1. ALL FOOTINGS ARE TO BEAR ON FIRM,UNDISTURBED NATIVE SOILS.VERIFY SHEARWALL SHEATHING PER PANEL EDGE NAILING PER \\--B vJ ALLOWABLE SOILS BEARING CAPACITY TO BE 2500 PSF PER ON SITE SOIL SHEARWALL TABLE SHEARWALL TABLE CONDITIONS. EAM PER PLAN 'n BEVEL BASE OF SUPPORT 9 < 2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. TO MATCH EXIST.ROOF 3. ALL POSTS ARE TO BE ANCHORED AGAINST LATERAL MOVEMENT WITH SIMPSON SLOPE NEW 2xfi CONT W BEVEL CUT m PIS POST BASE AND PC POST CAP UNLESS NOTED OTHERWISE. AS NOTED W(2)16d NAILS Q m 4. PROVIDE SOLID PRSSURE BLOCKING AT ALL POINT LOADS FROM ABOVE. EACH TRUSS I 3 5. PROVIDE SCUD BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WTN SPANS OVER 10'4'OR PER JOIST SPECIFICATIONS PER JOIST O MANUFACTURER. C 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT ATALL H ROOF OVER FRAMING SC 5 3X PLATE SUBSTITUTION S�T 2 TRUSS TO BEAM S.CA1E Z W JOIST BEARING LOCATIONS. 7. STHD14RJ-REFERS TO SIMPSON STHD14RJ HOLDOWN EMBEDDED INTO B' W y CONCRETE STEM WALL AND ATTACHED TO 4a STUDS AT END OF SHEAR PANEL ABOVE.SIMPSON STHD14RJ HOLDOWNS MAY BE RETROFITTED WITH SIMPSON 0 0 j HDU5 OR HD5B HOLDOWN ATTACHED TO 4. STUDS WITH 5W DIAMETER ``/^� W J ALL-THREAD ROD EMBEDDED 15"MINIMUM INTO CONCRETE WITH SIMPSON'SET vJ J BI PRE-ENGINEERED SIMPSON H1 Q EVERY TRUSS W W m 8. USEEPDXDAMPROOFING AT ALL CONCRETE BEAM POCKETS. ROOF TRUSSES (INSIDE OR OUTSIDE FACE) Q UI 01 O1 e. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 30GD PSI CONCRETE ON SITE FOR BULDING INSPECTOR VERIFICATION,CONCRETE SWILL BE AIR SHEATHING Q _ Es ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL 8'o.c. LL Qy BE PER IBC TABLE 19042.1. adQ 8'o e. ALTERNATE TO I LU W ul PROVIDE SDWC1560D Y U TRUSS ' ' TRUSS SCREWAT 27 • . _ RUSS INTO EACH TRUSS a ^h \ / PRE-ENGINEERED TRUSS DIRECTLY —11d NAILS Q e o.c.INTO NAILS SHOULD NOT BE DRIVEN \� 0 MEMBER Q OVER INTERIOR SHEARWALL FULL HEIGHT BLKG COMPLETELY FLUSH AGAINST 1W PLATE TO PLATE NAILING - ALL EDGES(TYP. PER SHEAWALL TABLE 7/18'gpq RATED SHFATNG W/ed CONNECTOR TO ALLOW VERTICAL • � UBLE TOP NAILS Q 4"o.c.Q PANEL EDGES TRUSS MOVEMENT PLATE DETAILS \M� SIMPSON STC SIMPSON A35 OR RBC ANGLE APA RATED SHP NAILING CUPS PER SHEARWALL Q PANEL EDGEST MATCH TABLE _---- SHEARVYLLL BEL Y V PER PROVIDE GAP BETWEEN TRUSS AND TABLE TYP.NAILING PER SHEARWALI TABLE IDRAMSSUE DK PROJECT NO. : A • TRUSS PER PLAN L BELOW SS BY Q20 TOP PLATE AS REQUIRED PER TRUSS DESIGN TYP.NAILING PER 18tl PLATE TO PLATE NAILING PER LATESTEV. . 20r23 SHEARWUJ_TABLE SHEARWALL TABLE 16d PLATE TO PLATE NAILING PER SHEAWALL TABLE SHEET NUMBER 10 SIMPSON STC TRUSS CLIP SCALE 7 ROOF BLOCKING PANEL S.`"L.E 4 TRUSS A INT.SHEARWALL TRUSS BEARING WALL SCA,.� OPe of wASM22�m 0 TYPICAL STRUCTURAL DETAILS �./ Ohs qF 28560�0 2��W z S10NAL 9.3 7U ADEQUATE THREAD EXTENSION FOR ` fa ATTACHMENT OF ALL MATERIALS OPTION EMBEDMET LENGTH INTO O.K.TO USE SIMPSON CONCRETE OR MASONARY SO SCREWS IN LIEU OF '• 7 ^ (SEE NOTE) NAILS PER SIMPSON POST PER PLAN v z (V 1••�) -- Z EXT.SHEATHING CB TO MATCH POST•• PER PLAN •• d p `• .�, PLYWOOD NAILING 2z6 • PER SW TABLE .• '1 1 o • 12 PLYNTH 4•CONCRETE SLAB ON GRADE wI Bz6iN10zW10 UJ •• WVYF AT OVER 4'FREE-DRAINING MATERAL PLATE TO PLATE NAILING • OVER 6 C.L.MIL VAPOR BARRIER OVER ^ Z STD.HEX NUT PER SHEMVWLL TABLE •. p TIE 8'o.a COMPACTED NP.TIVE SOILS PER GEOTECH J O ..__ .. 2z EMBEDMENT • REPORT(TYP) Z OFFSET LENGTH•17 MIN. •• (4)N EACH VERT TURNED BOLT DU\'D" MINIMUM EMBEDMENT .• INTO FOOTING CORNERS = HOEDOWN REBAR LENGTH '� HORIZONTAL VERTICAL - —X X 7 3 ANCHOR BOLTS ANCHOR BOLTS PER-0RLAN Ia6 HOEDOWN •• 9 L4 1? S r HOEDOWN INT.SHEATHING O W N PER PLAN 5/ff S r PER PLAN .. xeUJ 1 ''£ 264 BARS CONTINUOUS a • m ,.. .. - MOUND PERIMETER Lij NOTE' 31Y S r EXT.SHEATHING , �_ �T- - ��P) HORIZONTAL ANCHOR BOLT TIB' 6' 7 PER PLAN (i ..._ --i FOOTING g �EM EDMENT APPLIES TO .:. .„ ` W CONCRETE ONLY PER " ;: L"`.IIj3' •-rr � Z 1' r ff : SIMPSON STRONGTIE -- f, STHD EDGE INSTALLATION 1-116' B• 10• uj - - S 7 ; G� L > W a 15 TYPICAL ANCHOR BOLT SDALE 1 Z SHEAR TRANSFER @ CORNER SOALEi 9 SIMPSON(L)STHD HOLDOWN SCALE 6 PIER POST SCALE 3 PATIO SLAB EDGE BCALE: Q N.T.S. 1"=1'il" N.T.S. 1"=1'(1' 1•=1'd' POST PER PLAN WITH POST OPTION USE GRADE 40 O.K-TO USE SIMPSON CORNER INSTALLATION BASE INT FTG Q CENTER OF REBAR F 40 KSI FOOTING!7" l T= ) • SD SCREWS LIEU OF • WALL BEYOND PER PLAN NAILS PER SIMPSON •: REBAR PER TABLE Q 7ANCHOR BOLTS PER CLEAR OF BASE OF SHEMWALL TABLE 6 FOOTING EVENLY SPACED •.. Q o IM BARS t NAILED 16-o.c.CONT. • - ::� 4'CONC.S.O.G.W WVF PORTION P., MrA ER PLAN OVER 4•FREE DRAINING \ O W&ARS 18"o.a ACT. WFILL OVER 4 MIL VISOUEEN VAPOR TYP.HALING PERBARRIER(TYP) \ HOOKS INTO FOOTING SHEARWALL TABLElz� LL V 4 MIL. C CONC.S.O.G.W WWF PER—X r CONC,R 4"FREE DRAIN R '-"' "' Z FI •' HORIZONTAL BARS ,:^r•" 9w.ST 'k4.Lhs } �' .:..• 1 r MAX. VAPOR BARRIER TYP.) f •• : , .... ( \ LABEL WIDTH DEPTH REBAR 'k CLEAR SPAN �^1 i s ' .. / (1)N REBAR IN SHEAR EACH - ....:..I_. LL • NOTE: c. '... I I- I ( r (17 MIN.REBM LENGTH) F2.0 2d' 8• (2)t4 _ r ' Y MATCH HORIZONTAL BAR SIZE 8 b • • i I a'' F2S 2$ 1P (3)H I SPACING FOR CORNER BARS U - I'CONTINUOUS FTG.w/(2}M F3.0 3'$ 10' (3)#5 m I /� A ' ^' BARS CONTINUOUS IN PTG. '-- V m NOTE: 30'MINIMUM REBAR e AS IN AND•4 PERP 12"MIN.DISTANCE F3S 3'$ 12 (3)•S d. 'INDICATES 1'$MINIMUM,4'.T IF SEE DETAIL 21S4 FOR STUBS a 16'o.c.(TYP) LENGTH FROM EDGE OF STRAP F4.0 4'-0' 12 (4)is 3' 6' 3' (2)04 BURS WALL IS RETAINING SOIL FOOTING WIDTH TO CORNER CONTINUOUS_ 30DIAMETERS FOR CONCRETE F5.0 S$ 17 (5)t5 1 3 40 DIAMETERS FOR MASONMY - wZ 14 TYP. CORNER BAR S,L=" 11 THICKENED SLAB EDGE 50p;-0 8 S QSTHD_RJ HOEDOWN N SL";a ,TSE' 5 CONCRETE BEARING PADS IMPSON 2 EXT FOOTING DETAIL ",`• Z aj wN 0c, J ED ED S'o.c. J -0 OENAIL USE SAME SIZE b OPTION BJTWN JOISTS 1641Btl EACH®IDE @JOIST W N w W o MINIMUM(2)BOLTS IN O.K.TO USE SIMPSON ~ W NUMBER AS THE FOOTING 3 O Q Q REINFORCEMENT SD SCRER5 M LIEU OF EACH SILL SECTION 1'$ NAILS PER SIMPSON END OF T 16d PLATE TO PLATE NAILS m SHEARWALL PER SHEARWALL TABLE LL Z r2 Q FOOTING ANCHOR BOLTS PER W W ¢-0 i ....__.............__.......__._....................... ........._....._........._.._..... ................................._ SHEARWALL TABLE TYP.NAILING PER /� Y Q.•- REINFORCEMENT N 3T8224 ST F UQ 1'$ TO dz POST @ E T04. NO 0 OF `ti SMEMWALL TABLE L�4L SHEARWALL TO BEAM FLOOR JOISTS ANCHOR BOLT SIZE 8 i SPACING PER SHEARWALL SILL[ ' BELOW WI(26)16d NAILS PER PLAN X.-ORON PO_POST CM ... ............._............................._. ........... Z 3 P.T.POST -0R• PROVIDE FLASH TO 01 � TABLE SPLICE O _ PER PLAN X.-OR PIN GUSSET W(4)10d KEEP SILL PLATE DRY WUIS EACH @POST AND _ LL 1'I BEAM ............_.. ...._........ _ b' SIIAPSON PB_POST JOIST PER PLAN I J h BASE -0R- HANGER FROM SILL z 11 DETAILS A35 IW(2)POWDER PLATE PER PLAN E 4 E ff ff ff ' DRIVEN FASTENERS A A M BARS INTO CONCRETE SECTION AA 18'o.e.COO AT. I a BEAM PER PUN I - CEILING PER PLAN _WHERE SILL PLATE IS DRILLED OR NOTCHED '� H BARS 16-PP.ACT. MORE THANBrAw C SIDE THE PLATE WIDTH,BVSTALL MAX SLOPE 1.5 < HOOKS INTO FOOTING ` �� DRAWNPROJECT NO :DAK� ONE BOLT EACH SIDE OF NOTCH r (2)W BARS CONTINUOUS ISSUE DATE :DAK I `• .I LATEST REV. 12 MIN. FOOTING la z11, 'rI 9• S• PER PLAN CONCRETE STRENGTH F'c=3000 PSI SHEET NUMBER 13 TYP.SILL PLATE BOLTING SCALE10 TYP. STEPPED FOOTING 5°_A`,.E 7 HOLDOWN TO BEAM S`_"; - 4 FLOOR FRAMING '-C= . 1 EXT. FOOTING DETAIL SCP;a S3 LO 963q ��oa PLANNING RECEIVED NaA - 610t0