HomeMy WebLinkAboutCOM2019-00063 Final Change of Use Staining Room - COM Permit / Conditions - 10/19/2023 s Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
-
360-427-9670 ext 352
www.co.mason.wa.us
F
9-00063 NEW COMMERCIAL PERMIT
ESCRIPTION: CHANGE OF USE AREA OF EXISTING ISSUED: 09/17/2019
O STAIN APPLICATION WITH ROLLER MACHINEONEXPIRES: 03/15/2020
ESS: 780 W STATE ROUTE 108 SHELTON
PARCEL: 419240000010
APPLICANT: ALTA FOREST PRODUCTS OWNER: ALTA FOREST PRODUCTS
810 NW ALTA WAY 810 NW ALTA WAY
CHEHALIS,WA 98532 CHEHALIS,WA 98532
1.360.871.1985
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 15601.72 $15,601.72 Planning Commercial Review $380.00 $0.00
ESTIMATION..) Fee
Building Permit Fee $276.37 $0.00
State Fee-Commercial $25.00 $0.00
Plan Check Fee $179.64 $0.00
IFC Plan Check Fee $89.82 $0.00
Total: 15601.72 Totals : $950.83 $0.00
$
REQUIRED INSPECTIONS
Mechanical Inspection BLD-Final Inspection
CONDITIONS
All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
" Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
Printed by:Nicole Norris on:09/17/2019 01:03 PM
Page 1 of 3
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00063
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property
on file with Mason Count as being non-compliant with Mason Count ordinances and building regulations.
recordsy g p Y
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site,then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* Please review the State Department of Ecology Waste and Toxics Dangerous Waste Guidelines webpage for used Oil. (as
recommended during SEPA comment period).X
* All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
* MSDS SHEETS MUST BE ONSITE AT ALL TIMES
* All equipment must be UL rated.
Printed by:Nicole Norris on:09/17/2019 01:03 PM
Page 2 of 3
Mason County
Mason County- Division of Community Development
. 615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.masonma.us
NEW COMMERCIAL PERMIT COM2019-00063
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provision f a othe state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agent: Date:
Printed by:Nicole Norris on:09/17/2019 01:03 PM
Page 3 of 3
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MASON COUNTY COMMUNITY SERVICES Permit No:ce"ujq -a6o,5
PERMIT ASSISTANCE CENTER--
-BUILDING-PLANNING.PUBLIC HEALTH.FIRE MARSHAL
Bft U I L D I
615 W.Alder Street,Shelton,WA 9155M
Phone Shelton:(360)427-9670 ad 352.Fax-(360)427-7798 Phone
Beffair.(360)2754467-Phone Elora:(360)482-5269
BUILDING PERMIT APPLICATION
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAIVIE.. Alta Forest Products NAME:
MAILING ADDRESS:810 NW Ana Way MAILING ADDRESS:
CITY:CHEFLAUS
STATE:WA ZIP:98532 CITY: STATE: ZIP:
PHONE 41:360-21"008
PHONE: CELL:
PHONE 42:360490-5995 EMAIL:
EMAIL:danflorekCaltalip.com
L&I REG# EXP.
PRIMARY CONTACT: OWNER[) CONTRACTORE] OTHERX
NAME Den Foredo EMAIL danflorek0akafp.com
MAILING ADDRESS 810 NW Alta Way CITY CHEKAUS STATE WA ZIP 98532
PHONE CELL 360-49MV95
PARCEL INFORMATION: 00
PARCEL NUMBER(12 Digit Number} 9 ZONING
LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT
SITE ADDRESS CITY
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NOX
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all the apply):
SALTWATER[] LAKE[] RIVER/CREEK[] POND[] WETLAND[] SEASONAL RUNOFF D STREAM❑
TYPE OF WORK: NEW[] ADDITION[] ALTERATION[] REPAIRE] OTHER
USE OF STRUCTURE(psjdence,Garage,CommwdalBidg,Ec)Commercial
IS USE: PRIMARY❑ SEASONAL F1 NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE" YEA(nolefilt)[] YES(P-f.,jqfl1,fF)0 NOX
DESCRIBE WORK 14)W Y
SOUARE FOOTAGE: '5rrCL-4 n m4ijp I I'CA-1-1 0"IY% -rn 1 14C V,
I ST FLOOR39,000 sq.ft 2ND FLOOR sq.ft. 3RD FLOOR�ULsq.1ft B EM INT q ft
DECK sq.fL COVERED DECK sq.ft. STORAGE sq.ft OTHER sq.ft.
GARAGE 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:
SEWAGEISEWER SOURCE: SEPTICX SEWER[] I NEW❑ EXISTINGX
PLUMBING IN STRUCTURE? YES El NOX Y)vj,attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES El NOX EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS
OWNER acknawledges 90 submission of inecourate inirforrrialion may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below.I declare VW I am the owner and I further dedere ffiat I am entitled to receive this permit and to do the work as proposed.I have
obtained perrnission from&I the necessary parties,including any easement holder or parties of interest regarding this project.The owner or"d
representative,represents that the ii.lon,allw provided is accurate and grants employees of Mason Courdy access to the above described property
aid structures)for review and Inspection. This pormit(appilcaWn becomes null&void if work or aulhodzed construction Is root commenced within 180
days or If construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APP [CATION OF DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08A2)
x - U( �'l 19
7819naturs$df OWNER(Must be 3ignOd by the OWNER) Date
DEPARTMENTAL REVIEW APPRQVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT Nder Street
FIREZ�U R 1 MP ;Tuj I -Ig-
PUBUC HEALTH
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_.. VEHICLE WARN
OFFICE -� 2AP00 OF
2200 SF -
SMINKLER - ---
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22000 SF 30�
(1 r 300 9F
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STAND SAWMILL
O S0 000 SF -900 GALLON
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9,000 SF 3c CIO o
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MASO ""°�-� -°."'"°° °° aww uR awwSITE PLAN REQUIRED TO BE ON SITE
CHANGES SUBJECT TO APPROVAL �(� 0 -COD 0
By Date I h2(4 I
RECEIVED PLAI'-'TNING
JUN 19 2019
615 W. Alder Street
EX15T'G.
UNLIMITED BLDC 61
YARD
2 60'-011
6�
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UNLIMITED S fay �¢
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UNLIMITED
• YARD
• I RECEIVED
51 T E FL AN N JUN 19 2019
o 615 W. Alder Street
1
GENERAL CODE COMP41ANCE PR JECT INFORMATI N
GENERAL: OWNER APPLICANT
ALTA FOREST PRODUCTS OWNER
1. DES/GNOFSTRILCTVRESHAIL CONFORMTOTHE 7WVVSTATER7Ef0S
C> REQUIREMENTS OF THE2015 W5BLL lNCORPO/MTKNJ OF SHELTDV.INS858A
tir �y THE2015/BC,ASAWNDEOBYTHEJUR/SDCVONOF
ALTA FOREST PRODUCTS AUTHOR/TY STRUCTURE SHALL CONFORM TOALL OTHER ENGINEER OF RECORD PROJECTNO
CODES REFERENCED BY THE TWS/BC AS AMENDED BY 7HE SENTON S COOI(JR
STAINING ROOM ADDITION ASME.IC70YOFAUTi/ORf (Lf AIC.ASCE ACI NFPA, VEn�'�NGI��INC
ASME.lFC). 1728 BLALKLAK 99512 SW57f 2D1
W 8/0 NWAL TA WAY 2 AREASUMMARY PROPOSED PEAIFGRM•1SQ SF PHONE 3B)152-2471
O
S CONSTRUCTION TYPE V-B S/TEADORESS JURISDICTION
188WSTATERTE f08 MASON COUNTY
CHEHA L I S, WA 98532 A IDENTIF/CA77ON NIA SHELTON MM go"
❑ yY h B LIFE SAFETY NIA
SECTION 24. TOWNSHIP 19N, RANGE 4W LEADLOPMEN COM USE
PARCEL NO. 419240000010 8 SECURITY.N/A DEVELOPMENT SERNCES CQIAIIERCLALILMBERAND N000
+ 7 INSULATION PROPOSED PLATFORM IS ANACCESSORY
PROI.ECTSI7E . ��' STRUCTURE NOTREOUIREO. NCQMAOLLC NVEYORISYSTEDOM STRUCTURE INTO THE
EGdflYlOAtL CONVEYOR SYSTEM
KEYMAP OF WMSHINGTON 8. FIREBLOCK/NG AND DRAFTSIORRINC'N/A
B VENTILATION-NCI
--MAP
N.Ts I0. EXISTIN STRUCTURE.
MOTREEDSTRUCiURE/SINS/OE AN
EXISTING STRULTVRE.NOT REQUIRED
if. MECHANICAL AELECTRICAL PERM/TSUBWTTALS
11.1. IFAPPL/CABLE MECHANICAL AND PLUMBING PERMITS
WflL BE SUPPLIED BY THE TRADE CONTRACTOR
11.2. IFAPPLICASLE ELECTRICAL PERMIT SHALL BE
PURCHASEDBY THE ELECTRICAL CONMACTORFROM
WM LNI
DIRECTIONS TO SITE
PRO/ECTSI7E I. HEADINGEASTON"0."
s 2 TURN LEFTONTO HE/SE RD
2 TURN R/GHTONTO ELAM AfCCLEARYRD
4 TURN
5 TURN RIGHT TO STAY O WELW HICKUNRO
8 TURN LEFTONTOWA-Id
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AREA
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MMDELL GRAVELLY LOAM,04%SLOPES.HYDROLOGIC GROUP8
ENEROYCODE MAY 0 1
WSECNOTREQUIREO-UNHEATED ACCESSORY AODTIONSITE
MAFQRM4 TION 615 W.Alder Street
PARCEL SIZE:51.62ACRES ZONING.'COMAERCML
INDEX TO SHEETS
SCALE f••100' �r••Aov SCALE. HE HEETN . DESCRIPTION
'
Pf I COVER
_.
Sd2 3 SPELML INSPECTIONS _
&.1 M EXISTING GENERAL ARRANGEMENT
84 5 PROPOSED PLAN
84 6 _ ENLARGED PLANS
81 7 £LEVAnONS
SO 8 SEC-6 DE TAILS
E-I • ELECTRICAL PUNS DETAKS_
FILE:ALTAAS-BDLTS/�TCFIEBAy
D r ALTA FP STAINING RooMADOInoN
vRaEcr urAFv6rA/MwcRooMAoanaw C-1
(ONERML/S.NIV
CHECKED BY BSc E N G I N E E R I N G\N C COVER
.. 8 202 JA Y.- L: - 2724 84a L•A,Bold—V SW 81UF ALTAFP
WA2EDB Y.' 5C ~`•, Tum ,,VW 8SS11 HENSfO WS TA WMY
DESIGNED B
L ATE AW. RENSO✓Y BY h pk t3fiMSlQ.N77ft(%O)3524f7 E-9 abmn@ ec as^pMelhNp emn CHEIML/S WI Ak37 SM I OF 9
GENERAL
1.19ABTTA REOWREMENIS
f-M47ERN(S,NORIOIANSN/P.DESIGN AND CONSTRUCTION THROUGHOUT SHALL Bf IN ACCORDWPI THE TIMBER STRUCTURAL S L
X15 EDITION OF THE INTERNATIONAL BUILDING CODE(IBC)AS AMENDED ANDADOPTED BY THE LOCAL I-DMIENSIONALLWBERFORFRAM/NGTOSEDF/16BM PRESSURETREATEDLUUBERSIULLSEAIWA THE FOLLOWMG DOCUMENTA PON SHALL BE SUBMITTED TOANDAPPROVED BY THE ENGINEER PRIOR TO
JURISDICTION C225/1HEMIFIRORSETTER.SAWN TIMBER FOR BEAMS&HEADERS SMALL SEDF2 GLULAMS FABR/CAT/ON OR INCORPORATION INTO THE WORK'
THROUGHOUT SHALL BE 21F-V4 FOR SIMPLE SPANAPPLICATIONS AND 1/F-W FOR MUL TISPAN OR
2-THE WORK SMALL BE WACCORD WTH TNESEAPPROVED PLANS.DETAILS,NOTES&SPECIFICATIONS CANPLEVERAPPLICAPONS.ALL SMPLESPANGLULAMS OVER TWELVEFEETSHALL BEFABRICATED WM I.STRUCTURAL STEEL SHOP DRAWINGS.
UPONDISCOVERING CONFLICT UNCERTAINTY OR OMISSION IN THESE DOCUMENTS THE CONTRACTOR SHALL INDUSTRYSTANDARD CAMBER ENGINEERED WOOD PRODUCTS SUCNAS PSG.L K.Y SHAPED MEMBERS
PROMPTLY REQUEST CLARIFICATION OR DEFINITION FROM THE ENGINEER AND OTHERS SHALL BE AS SPECIFIED IN THE PLANS AND INSTALLED PER MANUFACTURERS 2 FLOOR AND ROOF MEMBER PLACING PUNS FOR ENGINEERED WOOD COMPONENTS TO INCLUDE GLB
RECOMMENDATIONSANDSPEUF/CATKMIS SUBSTITUTIONS SHALL NOISE WOE WITNOUTPRIOR APPROVAL PSL LVL TS(.HOIST FRAMING CONNECTORS.HOLD-D M ANDDRAGUWCOMPONENTS.AND OTHER
3 DESIGN LOADING CRITERIA FOR THIS WQRKARE/N ACCORD WPHASCE XIOANDAS FOLLOWS OFTHEENONEER.BEAMS&HEADERS OVER E/GNTFEETLONG SHALL BE SUPPORTEDATEACH END BY INCIDEWALSASA94VBEREOUIRED.THIS REOUREMENTAPPLIES TO WALLS,FLOORS AND ROOFS
TWO TRIMMERS.THOSE OVER TWELVE FEET SHALL HAVE THREE TRBAIERS AT EACH END EXCEPT FOR
ROOF LIVE LOAD•SNOWLOAD(20PSF) NIA THOSENOTEDOTMERMSE GANGED TRA4MERSSHALL SENA/L-LAMINATED WTM(2)IWCOMMONNA/LSAT ]FRAM/NGDETNLSATSPECW LOCAPONS TOENSUREUTERAL LOAD PATH CONTINUITY FOR/NSTANCE
DEAD LOADS-ACTUAL 16 INCHES OC MAXIMUM SHEARWALL CORNER FRAMING TO ENSURE BI-DIRECPOIALITY OF MOLOOKNS
a WHO DESIGN CRITERA'(WA PROPOSED STRUCTURE LOCH TED INSIDE E)(/STING STRUC TORE) NIA 2-ROOF AND FLOOR CONSTRUCTION SMALL BE AS DESCRIBED IN THE DIAPHRAGM CONS TRUCTION a CONCRETE REINFORCING BENDING.A PLACING SHOP DRA WNGB
I-BASIC WHO SPEED'1 f0 MPH WHO EXPOSURE B SCHEDULE OR ON THE PUNS
1-RISKCATII NY-I.0
X INTERNAL PRESSURE COEFFICIENT.-10 i& X MINIMUM EXTERIOR WALL CONSTRUCTION SMALL BE 74r APA RATED(24176)SHEATHING NAILED WIN 60 USE OF THESE STRUCTURAL PUNS
a COMPONENTS AND CLADDING L OADS PER TABLE RIC lf0 21(2) COMMON NAILS.r OC A TEDGESAND fTOC IN THE FIELD TNETOPMEMSEROFTHEDOUSLETOPPU7E
OF ALL SHEAR MALLS SHALL BE WILED 70 THE BOTTOM MEMBER WTH(5)ISO COMMON NAILS AT IS STRUCTURAL PUNS TAKE PRECEDENCE OVER ARCHITECTURAL PUNS
S SEISMIC DESIGN CR/TERA INCHES ON CENTER,AND MADE CONTINUOUS WTIHA CSf6 STRAPAT EACH BUR OR TEEJOINT TOPPIATE CONTRACTOR SHALL COORDINA IEAND VERIFYDWENSIONS AND DETAIL COMPA PB/L/TY
I-R/SKCATI/IE•I.W UP SPLICES SMALL ENCOMPASS A TWAN" IM SPLICE NAILS UCH SIDE OF DINT
.,SS-INS • BEINEEN ARCHITECTURAL PUNS BY OTHERS AND THESE STRUCTURAL PUNS.
.Sf•0569
1 SITE CUSS D a STEEL FRAMING CONNECTORS OF VARIOUS DES/GNA PONS SMALL BE AS SPECIFIED/N THE PUNS,AND • CONFLICTS WTMN THESE PUNS SMALL RESOL ME BY ORDER OF PRECEDENCE RANKED
M-SDS•LIM,SO.05".SDC•02 INSTALLED PER 7NE MANUFACTURERS RECOMMENDATIONSAND SPECIF/CA PONS.UNLESS SPECIFICALLY ASFOLCOWB:GLL-OUTS-DETAILS-STRUCTURAL NOTES-GENERAL NOTES.
S.BASIC SEISMIC FORCE RES SYSTEM-ASCE 7-10 TABLE 12 faf A.fS L/GW FRAME(MOOD)ETC NOTED OR DETNLEDOFFEREN7LY STEEL FRAMING CONNECTORS SMALL SE SIMPSON STRONG PE,OR REFER TO BECOWGRAPH/C FOR DETAIL CALLOUT LOGIC.
&ANALYS/SPER 16171-EOUNALENTLAIERAL FORCEPROCEDURE- EOUIVALENTAPPROVEDBYTHEENGINEER SUBSTITUTIONS SHALL NOTEE MADE WTMOUTPRIOR APPROVAL DETAIL SOURCE
OFTHEENGINEER SPECIAL STEEL TIMBER CONNECTORS SHALL BE FABRICATED INACCORD WP/SMVP 6-ENGINEERED COMPONENT SYSTEMS.DES/GNED PRIMARILY BY OTHERS.SUCNAS ROOF TRUSS AND DRAWNGS SUBMITTED
BY THE CONTRACTOR AND APPROVED BY THE ENGINEER DETAIL /NAY BE ORIGIN REFERENCE)
FLOOR JOIST SYSTEMS,SHALL BEAPPROVED BY THE COMPONENT ENGINEERAND CONTRACTOR PRIOR TO LIBEL
OMITTE
SUBMITTAL TO THE ENGINEER-OFRECORD(ENGINEER)FOR CURSORY REV/EWONIY SS EACH ROOF WMBERAT EACH BEARING POINT SMALL BE CLIPPED TO TOP PLATE WITH Hf.H10 OR Hl0.
UNLESS NOTED OTHER BY THE ROOF SYSTEM ENGINEER CLIPALL GABLE END TRUSSES TO TOP PLATE X NAME X X
7-THE CONPONENTENGINEER SHALL BE RESPONSIBLE FOR CODE CONFORMANCEANDALL NECESSARY WPNA55ATIrO.C.UNLESSNOTEDOPHER BYTHEROOFSYSIEMENGINEER.TREA TED PLATE SMALL BE SCALE
CONNECTIONSNOTSPEC/FCALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWNGS.IT CONNECTEDTOFOUNDAPONIMLCS WM"-AWHORSOLTSATFOURFEETOC.ORASM07EDON THE
SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT COMPONENT SHOP DRAWNGS TOME ENGINEER PUN SPECIFIED IN THE SHEAR WALL SCHEDULE
FOR COMPA TIBILI7Y WTH DESIGN INTENT A DETAIL SHEET
6 SHEAR MMLL DES/GNA DONS ARE AS DESCRIBED/N THE SHEAR WILL CONSTRUC77ON SCHEDULE OR ON LOCATION
XMEANS,METHODS AND PERSONNEL SAFETYARE BEYOND THE SCOPE OF THIS ENGINEER/NGAND THE TMEPLANS.HOLD-DOMN DESIGNATIONS AREAS DESIGNATED IN THE HNRDMARE SCHEDULE OR ON THE
RESPONSIBILITYGFOTMERS.ITSMALL BE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND/MPCEMENTANY PLANS
REOWRED TEMPORARY STRUC T l/RES OR MONU ORING DE MCES THE WORK MAY REO U/RE
7-ALLHEADERSTOBE 6X6DF12UNOONPLANS ALL HEADERS SMALL BE INSTALLED IUMEDA TEL Y BELOW
9•SPECIAL INSPECTIONS SMALLBE PERFORMED AS REQUIRED BY CHAPTER 17 OF THE 2015ISC OR THESE BOROM MEMBER OF DOUBLE TOP PU TE
DOCUMENTS/T/S THE CONMACTORSRESPONS/BIL/TYTOCOORDINATEALL REQUIREDSPECAL
INSPECTIONS.
IQ GEOTECHNICAL ANAL PSIS AND DESIGNARE BEYOND THE SCOPE OF THIS ENGINEERING.ME STEEL
SLPPOR77NG SOIL IS ASSUMED STASL£AND TO MEET OR EXCEED SOILS CUSS 5 PER IBC TABLE f642
FOUNDATION DESIGN FOR THIS WORK HAS BEENDONE INACCORD WITH TRISASSU.MPPON I-STRUCTURAL STEEL SHALL BE/NACCORDW 7HAISC327.10'COOE OF STANDARD PRACTICE FOR STEEL
BUILDINGS AND SRIDGES'AS PURL/SF1ED BY THE AISC:A WS Of.I.M STRUCTURAL WELDING COOS STEEL
ANDIOR THENSC SPECIFICATION FOR STRUCTURAL JOINS USWGAS7MA.T2S ORA490 BOLTS
CONCRETE
1-STRUCTURAL STEEL SHALL BE:ASTMA992FORWSHAPES.AJff FORC,L.ANDSAR;A500GR8FOR
I-57RUCTVRAL CONCRETE WORK SMALL BEINACCORO OATH CHAPTER 19 OF THE IBC ANDACI XP-10. HSS.AWGRSFORPIPE FASTENERSSMMLLSE. FfSSI GR 55 FORANCHOR BOLTS CONNECTING STEEL TO
'SPECFICAPONS FOR STRUCTURAL CONCRETE'. CONCRETE.A525 FOR STEEL TO STEEL CONNECTION;AJ07 FOR-WOOD TO STEEL.IW70D TO CONCRETE.
` OR W000 TO WOOD CONNECTIONS ANCHOR BOLTS CONNECTING STEEL TO CONCRETE SHALL BE
X52 1-CAST4N-PUCE CONCRETE SMALL W VE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH(FC)OF I ,PS/ TEMPUTESET ANCHOR SOL IS CONNECTING TREA TED PLATE TO CONCRETE MAY BE WETSET
A728 LAYS AND SHALL CONTAINAMINIMLIM OF 56N LBS OF PORTIAND CEMENT PER CUBC YARD WATER I
CEMENTRAPO FOR CONCRETE SHALL NOT EXCEED AS ALL CONCRETESHALL BE THOROUGHLY X ANCHORAGE TO CONCRETE SMALL BE INSTALLED INACCORD WIN CHAPTER 17 OFACISI&MIN
CONSOLIDATED/NPLACE WITH INTERNAL MECHANICAL CONCRETE WSRA TORS.PROKDEAMENTRAINMENT ADDMONTOAISC30O-10 POST INSTALLEDANCHORAGE TO CONCRETE SHALL BE INSTALLED WACCORD
R PER IBC SECTION 1904 WTM MANUFACTURERS RECORENDAPONS.EXCEPTING CONFLICT WTNABOVFREFERENCED CODE
REQUIREMENTS.
X DEFORMED STEEL REINFORCING BARS SHALL BE:ASTMA 616..A 616.OR A706,GRADE 60 ANCHOR
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SET PERFORMED BY WWO CERTIFIED WELDERS.
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