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HomeMy WebLinkAboutBLD2016-00871 Cancelled Metal Carport Kit - BLD Permit / Conditions - 9/12/2016 ter'°N Co MASON COUNTY PERMIT NO. DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352 PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Esther Dunn NAME: All Steel Carports MAILIMaryann PI MAILING ADDRESS: PO Box 6137 CITY: Shelton STATE: Wa ZIPS— CITY; Fresno STATE: ZIP: 93703 PHONE: 360-42705991 CELL: 3W-338-S354 PHONE: 559 3,54 6723 CELL: EMAIL:—I�inksp ace@ CC.net EMAIL : FLOR@CALIFORNIAALLSTEEL.COM L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 32134 75 90081 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS 31 E Maryann PI CITY Shelton DIRECTIONS TO'SITE ADDRESS E Mason Lake Rd,right on Catfish Rd,Left on Lane Lane,Lefton Marjorie,Lefton Maryann IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO❑x TYPE OF JOB: NEW © ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) Carport IS USE: PRIMARY N SEASONALi,�} b�flIAh&Eli OF II,EDROOMS NUMJ�ER OF BATHROOMS DESCRIBE WORK SOUARE FOOTAGE: 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED❑ DETACHED® CARPORT 744 sq.ft. ATTACHED❑ DETACHED MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that tfle 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/appiicabon becomes null&void if work or authorized construction Is not commenced within 180 days or if construction work is s pended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSP ION.INACTIVITY HIS PERMIT PPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. x n c1/Z I <P Signature of Applicant X Esther Dunn COWNE / REPRESENTATIVE/CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT KLUBVED FIRE MARSHAL 615 W. Alder Street ' `aON COUNTY PERMIT NO. 1 20 k "OQ U1 > . DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. 111,426 West Cedar Street (360)275-4467 Belfair ext. 352 PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Esther Dunn NAME: All Steel Carports MAILMaryann PI MAILING ADDRESS: PO Box 6137 CITY: Shelton STATE: Wa ZIP.-5 CITY: Fresno STATE: ZIP: 93703 PHONE: 3,60-42705,991 CELL: 360-33°8-5354 PHONE: 5,59 354 6723, CELL: EMAIL; inksplace@hcc.net EMAIL: FLOR@CALIFORNIAALLSTEEL.COM L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 32134 75 90081 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS 31 E Maryann PI CITY Shelton DIRECTIONS TO SITE ADDRESS E Mason Lake Rol,right on Catfish Rd,Left'OD Lane Lane,Lefton?Marjorie,Left,on Maryann IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO ❑x TYPE OF JOB: NEW ® ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,_GARAGE ETC.) Carport IS USE: PRUTARY[ I SEASONAL[] &CUMBER OF BEDROOMS NUMBER OF RATE3ROOMS DESCRIBE WORK SOUARE FOOTAGE: 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED ❑ DETACHED ® CARPORT 744 sq.ft. ATTACHED ❑ DETACHED MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The.owner or authorized agent represents that ttae information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is s pended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPE,010N.IhIACTIVITY HIS PERMIT,APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Signature of Applicant QD X Esther Dunn =9QWLNER.-/ REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL SEP 0 2 2016 615 W. Alder Street ?lo*- Plate For Lorr-\j 31 E NAnr �� 1,x P l .I cel4 : S213H �5 9oogl s s RECEIVED SEP 0 2 20% J. N1der Street i � i �6we� Yra4,s�or�%er Ioo' APPROVED 140MASON COU'°- ljuD PLANNING t. SITE PLAN REO '='ED 10 BE ON SITE 1 I CHANCES SUU_;ELT 7O APPROVAL aN `y By��� �— Date _� ALL SETS$CKS ARE MEASURED _ FROPJi THE FURTHEST PROJECTION OF THE BUILDING PLANNING r l 11 r 2��5 5 N Name Esther Dunn Parcel# 32134 75 90085 BLD#�� 1 b e BUILDING Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.49 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'. '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. 'Common 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 31 X 24 = 744 sq ft 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:aocuratezrid,employees-of Mason County,are granted access to the above- described eperty for review and' spection as may be required. p X LAC-- 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. RECEIVED Page 1 of 2 615 W. Alder Street Name Esther Dunn Parcel# 32134 75 90081 BLD# ® 2,01(,0-d o V 1) Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet(page 2 of 2) Based Upon the information you leave provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: htto//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 1*4 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 theAocument 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 their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 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/draintleld system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely allect 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. 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- describe property for revi d inspection as may be required. Q X Owner/Agent/Contractor(circle one)Date: Z,, Page 2 of 2 t T . SON \Op�r � MASON ' AUNTY jENARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 1854 www.co.masonma.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 Inspection Request Line (360) 427-7262 (Inspections conducted between 8:00am and 4:00pm) GARAGE / DECK PLAN REVIEW CHECKLIST Owner: 100 Q Q , J`(�{�� Contractor: Permit Number: �(��� ram. ���� Site Address: Plans Examiner: Date: • 2012 International Residential Code (IRC) WAC 51-51 • 2012 International Building Code (IBC) WAC 51-50 • 2012 International Mechanical Code (IMC) WAC 51-52 • 2012 Uniform Plumbing Code (UPC) WAC 51-56 • 2012 International Energy Conservation Code (IECC), WAC 51-11R & 51-11C • 2012 International Fire Code WAC 51-54A • Seismic Zone D2, Wind load 85 mph, Exposure (as determined in R301 .2.1.4) A Roof snow load 7JS lbs. Per square foot. Floor live load varies, see R301.5. The numbered items on the following pages are associated with the above referenced codes, as adopted by Mason County. The same number identifies items in the checklist and noted on the approved plans. This checklist shall remain attached to the approved plans and be available during inspections by Mason County Building Inspectors. This checklist is submitted as information only, and shall not be construed as an all- inclusive list of code requirements. Errors or omissions in the plans and specifications shall not prevent the Building Official, or his authorized agents, from requiring revisions or corrections to these plans, and stopping the progress of the project under permit. Office hours are from 8:00 a.m. until 4:30 p.m. Monday through Friday. Inspections can be scheduled by calling(360)427-7262. From Belfair call (360) 275-4467 ext. 262. Requests can also be faxed to (360) 427-7798 or via the Mason County website at www.co.mason.wa.us. Go to Community Development,then click the link in the left banner"Request an Inspection, Building Division": http://www.co.mason.wa.us/communi y_dev/bld inspection.php To schedule an inspection the following information will be needed: Permit number, site address, name of owner, type inspection requested,preferred day of inspection, and the telephone number Mason County staff should use when they call to confirm the inspection. Staff will attempt to accommodate dates that are requested. Wont:2912plan review checklist coversheet garage deck MANUFACTURED BY. A -STEEL LL I I I - I Pdo.Box 6137 Fresno,C A 93703 Tel: 1-844-800-5413 Fax:1-559-354-6721 IT ENGINEERED BY:M � � 1�EGULA , A-FRAME RECEIVED BUILDING 24'-0" WIDE SEP 0 2 20% N G _ c G,A, w t,1 A&A WG��G CARPORT STYLE L3UILDfNGS 615W•AlderStreet .5911RaaucmccPlmSZ.4-TWM ,OH43V23 Ta A19.292.1983•Fa,1,419.292-0955 nwwaaenyi2ge:n.cvm DRAWING INFORMATION DESTGN NOTES DESIGN CRITERIA DRAWING INDEX PRojEcT: 24'-G'WIDE DUTLDiNGS 1. ALL CONSTRUCTION SHALL GE PROVIDED iN ACCORDANCE PREVAILING CODE: WSGC(IBC 2015) COVER SHEET i LocAmcw: STATE OF WA SHTNGTON WiTH 113C 2015,OSHA.A15C 360,ASCE 7-10.AWSD 1.1 CODES USE GROUP: U(CARPORT5,DARNS) SCHEDULES&MEMBER- PROJECTNO.: 130-16-0462 SHEET TTr E: AND ALL APPLTCADLE LOCAL REQUIREMENTS. 1. DEAD LOAD(D) D=4 P5F SECTIONS --- 2 2. DASE CONNECTIONS SHALL 13E PROVIDED AS SHOWN ON 2• ROOF LNE/5NOW LOAD(Lr) FRAME SECTIONS&DETAILS --- 3 ( COVER SHEET Lr=20-70PSF FOUNDATION DETAILS SHEET. (AS PER SNOW LOAD) SPACING SCHEDULES- — --'- 3. ALL MATERIALS IDENTIFIED GY MANUFACTURER NAME 3. SNOW LOAD(5) &ENCLOSURE NOTES 4 SHEET NO.: 1 1 11 GROUND SNOW LOAD Pg=20-90 P5F oRAwN BY: LAIC DATE:5/3/16 MAY DE SUBSTITUTED WITH MATERIAL EQUAL OR IMPORTANCE FACTOR is=Oh PURLiN&GiRT SCHEDULES ------ 5 EXCEEDING ORIGINAL. 4. WIND LOAD(W) SHEATHING OPTIONS - 6 CHECKED BY:OAA DATE:5/3/16 6ASiC WiND SPEED VAsp=105-180 MPH LEGAL iNFQRMATION 4. ALL SHOP CONNECTIONS SHALL GE WELDED EXPOSURE C SiPE WALL FRAMING GONNECTi0N5. 5. SEISMIC LOAD O &OPENNG5 7-A,7-G P�1551�Yrr0FON UNO N. E it Nrsi OR pWIL DESIGN CATEGORY D BEI D5E0JTrDLWDMTFTr1-11.I.F7 ENT OF THE LAW 5. ALL HELD CONNECTIONS SHALL 13E TEK5 012(114''Xi'). IMPORTANCE FACTOR It=1.00 END WALL FRAMING -DRAWINGS VAUD UP TO I YM MOM DATE OF t95Ur1. 6. STEEL SHEATHING SHALL DE 29GA.CORRUGATED GALY. LOAD COM13iNA11ON5: &OPENINGS 8-A,8-G SEAL: OR PAINTED STEEL-MAiN RiD HT.3/4'(FY=8OK50 OR EQ. 1. D+(Lr OR 5) CORNER GRACING DETAILS 7. ALL STRUCTURAL LIGHT GAUGE TUDiNG AND CHANNELS 2• D+(0.GW OR:0.7E) OPTIONAL LEAN-TO ADDITION — 10 1 S 3. D+0.75(0.6W OR t0.7E)+0.75(Lr OR 5) 0 SHALL GE GRADE 50 GALY.STEEL. 4. 0.60+(0.6W OR a:0.7E) FOUNDATION OPTIONS -- 11-A TO 11-D 8. STRUCTURAL TUBE T521/2"X21/2"-14GA.15 EQUIVALENT p Q TO T52 V4721/4'-12GA AND EITHER ONE MAY DE USED iN Z LIEU OF THE OTHER. CUSTOM6A INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALID ,{, �l 402�7 -r_ NOTICE ' GJSTr! �~ OWtJEqADDR Ss: --- GROUND SNOW: WIDTH: � FRAME TYPE: p-RL-cuLAR -- -- ❑RrO DATE OF ISSUE:MAY 5 2t1s' ROOF LIVE LOAD: LENGTH: ENCLOSURE 0 PARTIAL CFRTIMCATIONON THESE DRAV4f DATEExPIREs: 1119/2016 _ VALlp FpR ONE YFAR FROM DATE OBASIC WIND SPEED: HEIGHT: ❑OPF1�1DATE slctim: MAY 3 2016 MANUFACTURED BY: TALE 2.1:MEMBER PROPERTIES in a L,,.eez 1 dam COLUMN P05T ZY X 25"X AGA TUBE 1 2 ROOF BEAM 25°X25"X14GA TUBE - - - ALL-STEEL BASE RAIL 25'X 25"?i WGA TUBE 4.5 !.L`J" 4 PEAK BRACE 2.5"X 2.5'14<iA CHANNEL 4 THICKW55=14GA 1 HIC-KNESS=140A KNEE BRACES 25"X 1.5"W5AOiNNNEL 4 2.5"X 2.5"14GA TUBE 2.25"X 2.25"14GA TUBE 6 C01 BCE-CTOR 5LEEYE 225'X 225r X MGA TUBE 2 SC&E:WS 1 SCALE:Nr5 2 P.O.Sox 6137 7 BASE At AE 2.5"X 2 5"X 3"LG.U4"ANGLE XJ Fresno,GA 93703 8 PURLN 425"X 15"X WA I 40A HAT CHANNEL 5 Tel: 1-844-800-5413 n ` , 9 GIRT 425°X 15"X 18GA i 14GA HAT CtiJISEL Fax:1-559-354-6721 !4 N �.-�J i7 u --�� 9A OPT.END WALL GIRT 25"X 1.5"14GA CHAI•t•EL - �J,c ENCiNEERED BY: 10 5HEATHNG 29 GA CORRUGATED 5HEET 8 11 END WALL P05T 25"X 2.5M X 14GA TUBE TWKW55-140A THICKNESS=14GA 12 DOOR POST 2.5°X 25 X 14GA TUBE 1 " 2'X 2"14GA TUB 3 2.5 X .5 14GA CHANNEL 4 A&AENGII`'P.FRING 13 SINGLE HEADER 25°X 2.5 X 14GA TUBE ";Ai E:Nr5 SCALE:Nr.i CLviL•S'I'R1iC:IL'RAL 14 DOUBLE HEADER DBL 2.5 X 25•X 14GA TUBE 5911 ft wimu Ph...Sox H•To*&.OH 43W SERVICE DOOR/WINDOW Td.4i9 I--womncam44920935 15 FRAMNG 25"X 2.5'X 14GA TUBE 1 1. 1 'I DRAWING INFORMATION 16 AfrGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 9 SITE PROJECT: 24'-0"WIDE EUILL**5 77 STRAIG"f BRACKET 2"X 2"X 4"tG 14GA PLATE 6 _ 18 P3 SUPPORT Z5"X 25"X 14GA TUBE � LOCATION: STATE OF WA5HlNGTON BR 19 DIAGONAL ACE 2"X 2"X 14 GA TUBE U COPY 'I 25* 'I ' vRo 1ECT No.: 130 16 0462 20 GABLE BRACE 2"X 2 X 14 GA TUBE SHEET TITLE: 21 DB BRACKET 2.5"X Z5'X 6"i Gi.14GA ANGLE y THK KFESS= 8GA r 14G 22 TRU55 SPACER 2.5"X 2.5"X 14GA TUBE HAT"CHANNEL 8GA i 1 14GA� SCHEDULES& MEM13ER SECTIONS 23 ALL FASTENERS TEK5 012 X 3/4°SELF-DRILL SCREWS TV/ scALE.NrS _ NEOPRENE/ST1= L WASHER SHEET NO.: _ 2/ 11 TABLE 2.2:5HEATHNG FA5TENER:'SCHEDULE DRAWN BY.'ALAK DATE:5/3/16 CORNER P ViLS SIDE LAPS EDGE LAPS ELSEWHERE °° N� • CHECKED BY:OAA DATE:5I3I16 6"C/c MiK I 4"PC PS'CIG • `r e LEGAL 1NMRMATiON FASTENER TYPE:TEK5€i?,Xt"SELF-DRILL SCREWS W!NEOPRE /STEEL ANY OUPUCAPCA Of Tr r 5 L W WHOLP OR WASHER C'�\o� PART 6 STRICTLY FORO0r�N,A%'rCW DOING 50 WILL TABLE 2.3:GAUGE THICKNESS Z a AW O'I,v rULLAR r� OF I LAW 71fiCKNE55 14GA Tt�CKNE55=14GA 29 to 14 12 5TRAIGHT 13 ACKET� ANGLE BRACKET S-u -- -- O.CYa OfJ49 0.0803 0.109 SCALE.Nrs 6 5ME:W5 WAS `Y �0 40277 o ww THICKNESS=MA TMKW55=14GA HICKW55=1/4" ON A L V- 29 GA CORRUGATED S�iEATH;NG BASE ABLE10 scNE W. g N3 BRACKET 9 SuuE,rars DArEExP1REs: 11/9,2016 _ SCALE:Nr5 DATE stmED: MAY 3 2016 MANUFACTURED BY: 4 3� .---------------------_, 3A (2]ROOF BEAM I 12 ALL-STEEL -- � 13 am cmpor%Inc. 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[11 COLUMN PosT +- DRAWING 114FORMA11ON PRwecT: 24'-0"WIDE 6UILPING5 A.'A'-FRAME 2a-9 3/4"-12GA LOCATION: STATE OF WASMNGT_ON — T_YP.A-FRAME SECTION PROJECT NO.- 130-16-0462 4 5CORE:WSSITE SHEET TITLE: —�---• 3$ �� TFRAME SECTIONS& ?tD [z]ROO BEAM I----- �'"------------i 12 DETAILS 3-A i t _ 3 12 SHEET NO.: 3-A / 11 ----�.----- h — ----- -------------' oaAwnBY: LAK DATe 5/3/16 y [4)PEAK BRACE-SEE cHECKEO BY:OAA-- DATE:5/3/16 [ TABLE 38.1 FOR LENGTH -- I � � LEGAL INfflRMATION j [5]KNEE BP.ACE-SEE (21 ROOF BEAM ANY DUFUCATtON Of T: a CRAMNG tN u rat.F OR TABLE 3-82 FOR LENGTH PART t5 51Xf Y FUR%?MN.ANYONE COiNG 50 WILL BE PKO5E(-UIW 19:0ER THE RAL D(IM O°THE LAW. -'JRANRNCS VAX UP TO I YQAR ntCM DATE Cr-E&A. (5)KNEE BRACE-ATTACH SEAL )( ) [t]coLUI? WITH(225 FA5TE*R5,POST ? , A B U� T Es I. r [6)8 LG.CO%ECTOK SLEEVE- FIELD BOLT W/[23]FA5TF5ER5 h4' _ I�G' �✓. 3 E.S.-SEE TABLE 3.8.3 FOR NO. C) Q , 11 [3]BASE RAIL OF FA5TENER5 READ. Z [1)COLUMN P057 D.REGULAR FRAME 40277 23-93W i GA t{' GISTER�4 TYP.REGULAR FRAME 5ECTlON EAVE DETAIL 1 s`SjGIVAI SCME�MS SCALE:NT5 t DATE Emp&s: 11/9/2016 DATE sic Ec: MAY 3 2016 VANUFACTURED BY: _e ALL-STEEL (2)ROOF BEAM .� CuporF,Im. � (2)ROOF VEAM P.O.Box 6137 Fresno,CA 93703 [4a1 TUBE PEAK BRACE- Tel: 1-844-800-5413 ATTACH WITH Ver WELD x Fax:1-559�354-6721 6"LONG E.S. 10'-O" 2A ENGINEERED BY: A.PEAK BRACE TUBE [45]PEAK OKATUDCE 36 �' A.TUBE PEAK BRAGETYPO {21 ROOF aEAM— A&A ENGINEERLNG CML•5SRLCTURAL 3911 Rcema—Pi m Sm 8•T.W-,OH 43M Tel a19•Y91I9M i-Sxx.419- -OMS ` �wM.YICRK:fiecll.CVIII [l KiX1F MAMI DRAWING INFORMATION IIIAXF41 (4A PEAK GRACE PRo ACT: 24 a'w(c>E�uIL��ti�s C 1A*,EL _ _- —_ 1;.CHANNEL PEAK BRACE LOCAIM STATE OF WASHINGTON (4]PEAK BRAC7ATTACH W/(2) PROJECT NO.: 130-16-0462, — (23]FASTENERS E.5.(TOTAL 4 EACH PEAK$RACE DETAILS 4 SHEET TITLE:_ END).MAN AIN MIN.I-EDGE SCALE:NrS DISTANCE AND SPACING FRAME DETAILS 6,PEAK BRACE CHANNEL SITE SHEET NO.; 3-B/ DRAwN eY: LAK DATE:5/3/16 PEAK BRACE CONNECTION DETAII_.5 CODY cHEcKEDeY:OAA GATE:5/3/16 SCALE:NTS 2 LEGAL INFORMA170N -ANY OL>••:'LtCAT1CN OF Ma DRAW tr.IN W iCXE OR PART 5 5TR7ClLY FORBCV0t .ANIONE VON-Z 50 W8L BE PROSECUTW U440ER T1_FULL EXTENT OF Ttt LAW. [616'I.G.CORk.GTOK SLEEVE DRAUW .Z VAUD UP TO I TALK MOM DATE OF 156tt. FOLD BOLT W/(23)FASTENERS SEAL: -5EE TABLE 3-13.3 FOR NO..OF (1)COLUMN P05T A 13 ti- FASTENERS REQD. ( Og� WAS �q TABLE 3-B.1:PEAK KACE SCHEDULE ��' - ` l4,, [315A5E RA%. % 30/20 6 40/25TO90/70 iO 13A5E DETAIL . .o SCALE:Nrs ' 40277 ,4w, TABLE 3-D2:KNEE GRACE SCHEDULE TADLE 3-D.3 FA5TENER SCHEDULE ,t�5 fiC13 f�gE Gti� UPTOB '-24" 105 TO 125 ' • • 4 SIGNAL, E� 9 7012 36" 13D TO 169 NOTE:COLUMN POST MAY 6E ADJUSTED mt"FOR LEVELING. MANUFACTURER 15 NOT RE5PON55LE FOR LEVELING OF GROUND DATE EXT m; 1119/2016 160 i 0 180 8 AND/OR CONCRETE SURFACE FROVODED B'.'OTHERS. DATE SIGNED: MAY 3 2016 TABLE 4:FRAME SPACING SCHEDULE 34ANUFACTUAED BY: GROUND 5NC/ry ROOF LIVE WIND SPEED(MN WIND SPEED(MPH) ALL-STEEL LOAD(PSF) iG'i 115 130 140 155 165 leo *5 im 130 140 I55 Ia5 180 ,30120 5 5 5 4.5m) 3.5 3.5 3 4 4 4 3.5 3 2.5 2 CArportk Inc 40/25 4.tM 45/5 45/5 4.515 .3.5 3.5 3 .5.5 85 3.5 35 3 ?,5 2 Iwo ( 50/35 4 4 4 4 3.5 3.5 3 25 2.5 25 25 2.5 2.5 2 P.O. Box 6137 60140 6 3 3 3 3 3 3 2.5 2.5 25 2.5 25 2.5 .2 Fresno,CA 93703 70/50 2.5 2.5 25 2.5 2.5 25 2w 2 2 2 2 2 2 2 Tel: 1-844-800-5413 • 80/60 2 2 2 2- 2` 2 2 2 1.5 -15 15 1.5 1.5 Fax:1-559-354-6721 90/70 - FJIGHUEERED sY:.- ( 30/20 5 5 5 4,515 4 3514 3614 45 4.5 4145 35/45 314 3 2.5 kf • 40125 4.5/6' 45W5 4.515 4.543 4 3.5/4 3.514 3.5 3.5 35 35 3/35 3 2.5 I 50135 4 4 4 4 4 MM 35/4 3 3 3 3 3 3 25 ` 60140 3 3 3 3 3 3 3 2.5 25 2.5 2.5 2.5 2,5 2.5 1 AAA F.NGIIVF.EF2ING 70150 2.5 2.5 2.5 2.5 2.5 25 2.5 2 2 2 2 2 2 2 crvi3 .rftCcrmtAL 60160 2 2 2 2 2 2 2 2 2 2 2 2 2 2 sate R-in VU.,F 0.Taw,oi:4aW 90/70 Tel 419.29v190.r, 4IV292-W55 30/20 6 5 5 4.5/5 4/45 3.5/45 3.5145 5 4515 4/5 3.5/45 3/4 3/35 3 pRAWING INFORMATION 40125 45/5 4515 45/5 4.5/5 4/45 3.5145 35/4-5 4 4 4 3.5/4 314 3135 3 • 50135 u 4 4 4 4 3.5/4 31.5/4 35 35 3S 3.5 3/35 3 3 yR LWIT: 24�-0"WIDE 5UILM<,5 60/40 3 3 3 3 3 3 3 3 3 3. 3 3 3 25 ocATm: STATE OF WA5H1NGTON 70150 2.5 2.5 2.5 2.5 2.5 25 2.5 25 2.5 215 25 2.5 2.5 2.5 T. &0/60 r 2 2 2 2 2 2 2 2 2 2 2 2 2 � TM E: 13016 D462 90/70 --- -- --- -- SPACING SCHEDULES - - - --- --- --- --- NOTES: & ENCLOSURE NOTES 1. FRAME 5FACING5 ARE IN UNIT5 OF FEET(FT). 2. WHERE TWO VALUES ARE SHOWN,THE HIGHER VALUE CAN ONLY BE U5ED FOR VERTICAL 5HEATHING. SHEET NO.: 4 / 11 - 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PEF).WIND SPEED 15 3 SEC.GUST 1N MILES PER HOUR(MPrf. `- 4. FOR VALUES THAT HE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.IN LFFOLATION BETWEEN CELLS IS NOT ALLOWED. oFtAwN BY: LAK�oATE:513/16 cHecKm eY:OAA DATE:5/3/16 LEGAL INFORMATION -AW Unr-ATtON OF Trna DRAWwG M*%"=(A PACT l5 STRCMY FORSI'nt A-L w O or 50 ML w SE PRL75fCt.'T.D UNDCR if f�YI.PI t9tiCNi OP Trs tPW. SITE DRANMKS vA13D LW TO{1LARMOM VAR OF 65Lt. COPY SFAL AB U, GENERAL ENOLOSUEZI=NOTES: W 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS 5t-IUWN ON THE RIGHT. 2. THE MAX.BUILDING_ENGTH FOR ENCLOSED BUILDINGS 15 50'-0".TH;15 CAN DE INCREASED Q O BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3, FOR ENCLOSED BUILDINGS,ONE END WALL CAN DE OPEN IF THE OTHER END WALL IS ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE 5I1EET 5A)OR A n DOUBLE END FRAME, 4. OPEN BUILDINGS CAN HAVE PARTIALLY NC ENCLOSE 3'D 51DE WALLS.FOR SIDE WhLL5 UP TO 3' y r r O 40277��4 ENCLOSED THERE 15 NO CHANGE IN THE DESIGN.FOR GREATER THAN SIDE WALL �`S 1ST� Gt ENCLOSLAZES,THE 5PACING FROM ABOVE TABLES NEEDS TO 13E REDUCED BY 6". S'IpNA �11 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCL05ED SIDE WALL.SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING TYR OPEN BUILDING DATE Exr> m 11/9/2016 DETAILS. 5C&E:Nrs SCAIE:W9 DATE MAY 3 2016 SIGNED: TABLE 5.1:PURUN 5FACING SCHEDULE TABLE 52:GIRT 5PAC:;PIG SCHEDULE MANUFACTURED BY: ; FRAME _ -� - GROUND . , . z.T. ROOF LIVE WIND SPEED(MPH) WIND SPEEf)(MPH) J • 155 IE35 :• E LOAD(P5F) 115 130 140 155 166 180 105 115 130 140 155 16f5 180 5-a 60 48 .V 30 24 24 18 ALL-STEEL 30/20 54 481 42 1 36 30 24 24 '36 30 24 18 18 n 12 4'-6" 60 60 4842 36 30 24 � Cater`,Inc. — 40/25 48 45142136 30 24 24['18 30 30 24 18 18 12 12 4� 42 36 30 50/35 k$ 48 42 36 30 24 244 24 24 18 18 12 12 3'-6" 60 60 54 54 46 42 42 P.O.Box 6137 601 AO 36 36 36 36 W 24 2416 10 18 18 18 12 12 2'-a TO 8� 60 60 54 54 48 42 42 Fresno,GA 93703 70150 .% 36 36 36 30 24 2418 15 18 18 18 12 12 NOTES: Tell-844-800-5413 80/60 30 30 30 30 30 , 24 24 16 18 18 18 12 12 1. GIRT SPACING UNITS ARE IN INCHES. F3X:1-554-354-6721 90170 24 24 24 24 24 24 24 12 12 12 12 12 12 12 2. THIS SCHEDULE I5 TO BE USED FOR BOTH 14GA AND 18 GA PUR IN5. ENGINEERED BY: 30!20 54 48 42 42 36 30 .30 48 36 30 24. 18 t8 12 3. FRAME 5PAGING NEE:)5 TO DE DETERMINED 40/25 48 46 42 42 36 W 30 42 36 30 24 18 1 18 12 FROM TA13LE 4. ' 50/35 46 48 42 42' 36 30 30 30 30130124 18 18 12 60/40 42 42 42 42 36 30 30 30 301 .30124 18 1 18 12 A&A ENGINEERING 70/50 42 42 42 42 36 , 30 30 24 24124 124 18 18 12 CIVIL, MUCrURAL 80160 36 1% 36 36 36 30 w 18 18 18 18 18 18 12 6911 lkruinaxe Pkx Sw R.Tol-du,OH 43M I - -90170 36 36, 36 -36 36 30 30 18 16 18 18 18 16 12 reL.19.R921983.Paz.419+294Uxi resaae��rn.cor: 30120 34 46 42 42 36 36 30 54 48 36 30 24 24 18 SITE 40/25 4 9 48 42 42 36 36 30 48 4& 36 30 24 24 18 �1®�� DRAWING INFORMATION 50/35 48 48 42 42 36 36 30 42' 42` 3630 24, 24 18 C wto.lEcT: 24'-C7'WIPE BUILDING`S' _ 60140 42 42 42 42 36 36 30 36 36 36 30 24 24 19 LOCATM: STATE OF WASHINGTCNd 70/50 42 42 42 42 36 36 30 30 30130130 24 24 18 80/60 Y{ 36 36 36 36 36 30 24 24 24 24 24 24 18 PRO/Ecr Na: 130-16 C?462 SHEET TTft.E: 90/70 36 36136136 36 36 30 .24 24 24124 24 24 18 PLIRLIN& GIRT W/20 54 48 42 42, 36 36 30 54 48 42 42 36 30 30 5i'ACiNG �C} D1,L1=J 40/25 48 48 42 442 36' 36. -30- 48 48 42 42 S6 30 30 __. 50135 46 48: 42 42 36 36 .30' 46 46 42 42 36 30 30 SHEET No.: rJ 111 4 60/40 42 42 42 42 36 36 30 42 42 42 42 36 30 30 DRAwN eY: LAK DATE 5/3/16 70/50 42 42 42 42 36 36 30 42 42 42 42 36 30 30 80160 36 36 36 36 36 36 '30,[4(8 36 36 36 36 30 30 cHEcxED eY:OAA GATE:5/3/16 90/70 3F1 36 36 36 36` 36 30: 36 36 36 36 30 30 LEGAL INFORMATION 30120 54 48 42142 , 36 U3 30 48` 42 ;42 36, `36 30 -ANY DUMCXTtON OF T1Th CWAW ,u+MiUE OR PART G STRIG•RY F0K8DDEN,ANYONE DONG 90 WILL 40/23 48 48 42 42 36 36 30 48" 42 42 36 36 $O eE PROSECUnD UNDER�F�W`OF Tw L' DRAWINGS VALID L4 TO I"L• FROM DATE Cr M5W, I 50/35 48 48 42 42 36 36 30 48 42 42 36' 36 30 _ SEAL- 60140 42 42 42 42 36 36 30 4242 42 36 36 3070150 42 42 42 42 36 3Fi 30 42W361 36 36 30 �,E336 36 36 36 30 36 36: 36 so W.�Ls j f90/70 3Fi 36 36 36 36 36 30 36 36 36 30 O /� cp i .y / ^� NOTES: O A 1. PURLIN SPACING UMT5 ARE IN INCHE5. 0. 2. FRAME 5FACING NEEDS TO E E 9ETERMINED FROM TABLE 4. z 40277 N A 1. tir DATE E%PU m 11/912016 DATE SIGNED: MAY 3 2016 MANUFACTURED BY: (6]PURLINS P F A GENERAL 5HEATHNG NOTES: 1,n4OP 1. REGULAR STYLE BUILDINGS CAN ALL-STEEL 'IG ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. ,Inc- .. i 2. A-FRAME STYLE BUILDING5 CAN 2 HAYS ANY COMBINATION OF P.O. Box 6137 6 HORIZONTAL OR VERTICAL Fresno,CA 93703 ! 5HEATHING ON ROOFS AND WALLS. Tel: 1-844-800-5413 ! 3. DOT HORIZONTAL AID YERTICAL5 Fax:1-559-354-6721 I ROCF 5HIEATHRNG CAN HAVE MAX. ! 6"CWFRHANG. ENGMEEREDBY- i 4. USING VERTICAL SHEATHING MAY olo "' ALLOW FOR GREATER FRAME do 6 i LL 4 SPACING.SEE NOTE 2 UNDER N(DTAHtE'4. 1u11 10 A&A ENGINEERING TYP.HORIZONTAL SHEATHNG �u1i1"`7/$ ' 591 L Recaie.rue rN-,&-m B.Toledo.OH 4W23 SCAM wS 6 (9]GIRTS � TA 419,MI9e3.F.x.419-292 095.5 «we.aaeneiwaxoom TYP.VERTICAL 5HEATHING 1 DRAWING INFORMATION SCALE,NT5 PROJECT: 24`-O"WII)E BUILQINGS LOCATroN: STATE OF^WA5HINGTON SITE ! PROJECT NO.: 130-16 0462 CO Y 5E"TABLE 22 FOR SHEATHNG O"ONS FASTf-:NER SCHEDULE -: & DETAILS (1015HEATH* DO]StiEATNNG [11]E�D WALL POST ATTACH PURLiS 70 SHEET No.: 6! I7 SEE TABLE 22 FOR ROCr-BEAMS Wt(2) DRAWR4 BY: LAK DATE:5!3l16 FASTENER 5G1?EDULE [23]FASTENERS cHECKEO ev: A a ! /[�]PURt►v5 OA D TE.5 3 16 TYP. HORIZONTAL SHEATHING OETAlL ROOF VERTICAL SHEATHING DETAIL 2 LEGAL INFORMATION 5CALE:WS 1 -ANY DUPLICATION OF TH6 URAW:NG IN M-KU CR SCALE:NT5 PART 15 5TRICR.Y POK&OD s,WYCHE DOING 50 wki. BE PR05ECUIID UNDER THE FULL MEW OF THE LOW. • -URA*V 5 VALID UP TO 1 11M FROM WE OF 69A, • ATTACH GIRT5 TO POSTS W/(2)(23]FASTENERS SEAL: [16]ANGLE CLIP.SECURE TO A$U Y DOOR P05T AND BASE RAIL W/(4)[23]FASTENERS E.S. 1103 5TH*6 4 og w A [1017- ' z SEE TABLE 22 FOR SEE TABLE 22 FCR • FASTENER 5(:H EDULE .� FASTENER 5CHEDJLE O (9A]ENP-WALL GIRT5 .` (VI GIRT5 40277 CISTE'ti 1� . ssroN At � Y�G WALL VERTICAL 5HEATHNG-TUBE DETAIL 3 WALL VERTICAL 5HEATHING -HAT CHANNEL DETAIL 3 SCALE:W,; SCALE DaTeExwREs: 11/9/2016 NT5 �'- -TE sly: MAY 3 2016 MANUFACTURED BY: 6 ALL-STEEL 5 / cuport MAX.2 CUT FRAME5 7'13 MAX 2 CUT FRAMES P.Q.Box6137 A v Fresno,CA 93703 Tel: 1-844-800-5413 �l \\\` Fax:1-559-354-6721 3 !1 ENGINEERED BY: . 7 7-B / / 7_B 7 B B ' I I 7_ A&A MGINEERING 5911 Resu s�PLw-.S-u R•Tok4a,O1i 4X23 T<L 419-Y94-1993+Pas.41939 OM DRAWING INFORMATION 1 CLEAR BAY EACH 510E OF i PRo.>EcT: 24'-0'W(PE DUILDIN65 OVERHEAD DOOR OPENING AT CLEAR BAY EACH SIDE OF LocAnm STATE OF WA54NGTON DUILDP\G CORNER5 OVERHEAD DOOR OPENIN3&AT 510E WALL OVER HEAP DOOR OPENINGS SUILPNGCORNERS PROJECTr4W 130,1C-0462 SHEET TITLE: SC.AL4;:WS 51PE WALL OVER HEAP POOR OPENUV� 6 SIDE WALL FRAMING SITEWITH TRU55 STYLE F=APER $}°�� SCALE.;NTS & OPENINGS COPYO i Y SHEETNO: 7—A I�. .....___.w.._.....�_..-.__.-_ DRAWN BY: LAK DATE:5/3/16 cRmmm ay:OAA µ~DATE:513/16 51DE WALL FRAMING NOTES: LEGAL INFORMATION CRAWW,IN M IDLE CA 4 1. TRU55-5TYLE HEADERS APE REQUIRED FOR WHERE THE PAKTTtis�nr>z>�n�N.ANVVW DOW 50 V-¢L 7-B GROUJND SNOW LOAD I5 GREATER THAN 40 P.5F. a M o HFLU Dff AJE Or . 4 2. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO SEAL: 7� DOTH,REGULAR AND A-FRAME.STYLE DUILDINGS. U` 3. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POS r LENGTH NEEDED TO ACCOMMODATE KNEE VRACES. W �s� w 4. OVERHEAD DOOR OPEN:NG5 CANNOT CUT THROUGH MORE �4�04 THA14 2 FULL FRAME5. } SERVICE DOOR(S) 5. MIN.I CLEAR DAY MUST BE MAINTAINED BETWEEN ANY 2 TO DE LOCATED OVERHEAD DOOR OPENIING5.A CLEAR DAY IS A SPACE PER CUSTOMER BET&EN TWO FRAMES THAT HA3 NO OVERHEAD DOOR REQUIREMENT5 OPENING5. r. 2 OFE.NI�,SIZED 6. MIN.1 CLEAR DAY MUST ALSO 5E MAINTAINED FROM THE 7-D TO FIT In DUILDING CORNERS. ,p�G f0277 4 �w 7SEFVICE SIDE WALL SERVICE DOOR/WINPOW OPENINGS DAYS ORD� WINDOWS WH F ELSEE AS NEKDED.�A�D1hCLEAR G SSI©N AIL SCALE:Nr5 DATE EXPIRES: 11/$/2016 _ DATE sw-m MAY 3 2016 MANUFACTURED BY: ` � (12)DOOR P05T (6I s"L G.cav EcroR C SLEEVE FIELD BOLT SEE ALL-STEEL (6]6'LG.CONNECTOR [�]WINDOW FRANANCi TABLE 3-DZ FOR NO FASTENERS REOD, OF SLEEVE-FIELD BOLT- SEE TABLE 3-8,3 FOR NO. (1)COLUMN POST — caXp'br- — OF FASTENERS READ. [16]ANGLE CLIP.SECURE ABOVE HEADER TO COLUMN POsr AND P.O. Box 6137 . • HEADER Wl(4) (23] [14]DOUBLE FEADFU Fresno,LA 93703 • ' FASTENERS E.S. UB"FILLET-1-1/2"LG.012' Tel: 1-844-800-5413 (5]BASE RAI C.0 STITCH WELD 5WH Fax 1-553.354-6721 DOOK POST 60T.CONN.DETAIL 1 TYP.WINDOW FKAIYIING 2 SIDES STAGGERED-TYP. 5CALE:A7s CONN.DETAIL COLUMN POST ABOVE DBL. O ENGMEEREDBY. SCALE:WS DOOR HEADER CONN_ DETAIL 3 scv_E:WS gig A&A ENQNFJUW4G CnU-SUI;MTRAL [15]ANGLE CLIP.5EQRE TO 5911 Ao mww Mac,.Some B.Tokdo.OH 43623 MI AN�iLE CLIP.SECURE TO TtL 419-M-19ea.r4x,419-292AOW COLUMN P05T AND HEADER COLUMN POST AND i`�hDER (151 ANGLE CLIP.SECUR€. W1(4)(23]FASTENER5 E.5. W/(4)#3 TEK5 SD5 E.S. DRAWING INFORMATION TO COLLtfvW POST A%V [13]51NGLE HEADER SERVICE DOOR/WINDOW [14)DOUBLE WADER -UPPER CHORD PRorEcT: 24'-U WIDE BUILDINGS_ FRAMING w/(4) (23) [23)TRUSS LOCATION: STATE OF WA5HINGTON FASTENERS E.J. SPACER' �v PROJECTNO- 130-16.0462 MAX 20"OC SHEET TRLE: (15)5ERVKE DOOR/ SIDE WALL FRAMING WINDOW FRAMING tk3"FILLET-1-1/2*LG.a P' (1]COLUMN POST C.0 57ITCH WELD BOTH [t]COLUMN P05T DETAILS 5'sC)E5 STAGGERED-TYP. (13]5INGLE HEADER -LOWER CHORD SHEET NO.: 7-8/ 11 TYP.SERVICE DOOR/WINDO M;COLUMN PG5T --- FRAMING CONN.DETAIL 4 (i2]DOCXL POST (6)6"LG.CONNECTORDRAwN ev: LAK oATE 5/3/16 SCALE:Nf S SLEEVE.FIELD BOLT- - / L SEE TABLE 3-8.3 FOR W2 [12]DOOR POST (6)6"LG.CUt+NECTGtZ CHECKED 9Y:OAA DATE:5/3/i6 OF FASTENERS REOD. SLEEVE.FIELD BOLT- LEGAL INFORMATION SEE TABLE 3-8.3 I N N O. COLUMN POST Af30VE DBL. -ANrourvcnna.ofTrnSCvuwx,cww+lpteoR DOOR HEADER CONN.DETAIL 5 OF FASTENERS READ. PART E OSECUTED r A UU xIEPITOF t�U W VW 5CALL W5 COLUMN POST ABOVE TRUSS -oRAMMNCS VAUDUPTO I vfPRFRDMDW7 Of rrXE. DOOR HEADER CONN.DETAIL 6 SEAL: +`— [6]6"LG.FIELD D TOR SITE SCALE:NTS � A B>r` SLEEVE FIELD BOLT-SEE lJ (1)COLUMN POST TABLE".3 FOR NO.OF V W A S,� `Y�, ABOVE HEADER FASTENERS READ. O I� COPY [23)TRU55 0 "r �0 SPACER- 031 SW5LE 1 EADCR z MAX 20"O.C. � -UPPER CHORD [13]SINGLE HEADER -LOWER CHORD 40277 Q �CISTS 1� COLUMN POST ABOYE TRU55 7 �SSjONA L. DOOR HEADER CONN,DETAIL SCALE-WS DAM EXPIRES; 11/9/2016 DATE mNEo: MAY 3 2016 —_-_ MANUFACTURED BY: 10 12 9 ALL-STEEL SM W E 8-1U FOR*M (203 GABLE BRA( END WAi L POST SPALI�G I CORNER �+inc i oFF 7 SEr P.O.Box 6137 ee as 1 as SM TABLE&-A1 FOR MAX Fresno,CA 93703 END WALL P05T 5P CING a I 'Fel: 1-844-800-5413 n Fax:1-5 59-3 54-6721 ENG REDaY: -- —._—.--— 1110 GCRIER y Mlii2'BETWEEN S 7-.mo OFFSMN ET ' DPENPGS ITE A UqGINFUMG 1 CNN,•STRUCTURAL ae pA VV ■ END WALL GABLES ss1`xTd.41 99316I 1 kM max' SCA E:WS ENO WALL OVER HEAD ODOR OPENING5 DRAWING INFORMATION SC#IE:MS 12 mo.IEcT: 24'-O"W1(1E BUILDINGS g e 4 g! LOCATIDN, STATE OF WASMNGTON 5EE TABLE S-Al FUR MAX p pRO rECT No.: 130 l6 0462 END WAL L P05T SPACING (203 GABLE GRACE 13 SHEET TITLE:---- miae END WALL FRAMING 1 5EE TABLE 8A1 FOR SHEET No.: 5-A / 11 — 6 END WALL P05T Sf I - - - oRAwN ev: LAY. DATE:5/3/16 cKEcxEo ay-,OAA DATE:5/3/16 t7 LEGAL INFO}2MATION MY DUI"UCATION Of TN;5 ORAM*4 IN WHCXE OK PAKT G 5-MMY FORBIDDEN,A4Y0W DOW5 50*U M PR.OvECLMD USER THE PULL D(Rwor THE LAW uA ( 9 . SEE NOTE 4 Za d -QFAW W,5 VALID LW TO I YLW MnM DALE Cr 65LC. b9 �f SEAL: OPEM4G SIZED A.B U_ TO FIT WV4XW PARTIAL END WALL FRAMING 4'� W AShrI 5ERVlCE DOORS)TO BE SCA :WS LOCATED PER REQUIREMENTS STONIER TABLE 8 A.1:END WALL POST p Go SPACING 5CHEOULE z END WALL 5ERVICE DOOR AND WINDOW OPENINGS • ScrL�:NTs • END WALL FRAMMG NOTES: , 5 �. 40E77 �� 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME 5TYLE BU0.D1NG5. 115 5' 5' 2. MIN.12"CLEARANCE WlU5T BE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR 5ERVICE DOOR) 130 4-5 45 4 s ��tS rERti G1�' AND FROM CORNERS. 140 4.5' 4.5. 5 SION 3. 5ERVICE DOORS AND WINDOW5 CAN BE PLACED A5 NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCL05URE5.5EE SHEET 9 FOR DIAGONAL 15`» n 4 2.5 1 DATE EXPIRES: 11/9/2016 BRACE CONNECTION GETAIL5. 165 180 35' 3' 2 DATE SIGNED: MAY 3 2016 MI DOOR POST (315DE WALL BASE RAIL MANUFACTURED BY: [17)STRAIGHT BRACKET. [1]COLUW POST (11)END WA!U P05T (161 At*LE BRACKET. SECURE TO DC)OR POST 6. G �'� SECURE TO DOOR POST AND BASE RAIL W/(4) CONNECY'OK 5LEEVE AND BASE RAIL W/(4) (231 FA5TENER5 O P ANGLE BRACKET.SECURE ALL-STEEL (23)FASTENERS TO DOOR POST AND BASE R_AIL 5 06]ANGLE BRACKET,SECURE W/(4) [23)FASTENERS E 5. _ _ (31 BASE RAIL TO DOOR POST AND BASE RAIL DOOR P05T 13A5E RAIL CONN.DETAIL W/(4) (231 FASTENERS (3)8ASEE RAIL SCALE: [3)END WALL BA5E RAIL END WALL POST- BASE Y.O.Box 6137 937 03 [2)ROOF BEAM CORNER DETAIL RAIL CONN.DETAIL � Fresno, -8 93541 SCNE:M5 2 SCALE:NTS Tel: 1-844-800-5413 [111 END WALL POST Fax:1-559-354-6721 fi(Ill 163ANGLE BRACKET.SECURE ABOVE HEADER ENGINEERED BY: TO DOOR P05T AND BASE RAIL W/(4) [23]FA5TENER5 E.S. `i5)ANGLE CLIP. [171 DOOR P BRACKET.SECURE � ��� SECURE TO DOOR POS)TO DOOR PGST AND BA.�-E RAILEND WALL POST AND BA5E RAIL WI 4 W/(4) [23]FA5TENEF.5 5D5 OR[121 DOOR POST ®v (231 FA5TENER5 E.S. AAA FNGIN'FEMG COPY i cnm•szru TUBAL .T.W END WALL POST-ROOF BEAM CONN.DETAIL 4 [13)SINGLE HEADER 5911 item sssnoe PLirc$� a.Tok�w,oF{/36s3 SC"LE:WS TU.H9.89&1963•F—419.89R-05155 [Sij END WALL PO57 END WALL POST ABOVE HEADER CONN.DETAIL 5 "—1.K"'"n— [i5]AN))E CLIP.SECURE TO (11]END WALL POST 5CAu::WS DRAWING INFORMATION END WALL POST AND DOOR/ '15)ANGLE CLIP.SECURE TO 053 ANGLE CLIP.SECURE TO PROJECT: 24'-O"WIDE BUILDINGS WMDON FRA)M,*W/(4) DOOR POST AND BASE RAIL HEADER AND COLUMN P05T -- (23)FA5TENE95 E.S. W/(4)(23)FASTENERS E.£. W/(4) [23j FASTENERS ES. LwAmw STATE OF WA5HINGTON PROJECTNO.: 130-16 0462 (15)SERVICE DOOR/;1 s"EET nnE' WINDOW FRAMIINLS [73]SEMvLE HEADER 03)SINGLE HEADER END WALL_FRAMING TYP. 5ERVICE DOOR 1 WINDOW DETAILS FRAMING CONN.DETAIL _ HEADER-END WALL POST CONN.DETAIL 6 SCALEJOS SHEETND.: &-6 / 11 SCALE:WS --- [111 END WALL P05T (i41 DOUftE HEADER [111 END WALL P05T (11]mum POST AT CORNER DRAwN BY: LAK DATE:5/3/16 POST ABOVE HEADER (151 ANGLE CLIP.SECURE TO GABLE HEADER -CORNER POST CONN.DETAIL/ cwcm)BY:OAA DATE:5/3/16 _ ['[5j ANGLE CLIP DOOR P05T AND BASE RAIL SC^LE:WS 8 LEGAL INFokmAT10N SECURE TO DOOR POST W/(4)(241 FASTENERS E.5. _AW DUPLCATON CW TM5 DRAVAV,IN W+M OK AND BASE RAIL W/(4) [221 GABLE [111,END WALL P05T PNO 15 5rRX-MY roaaDOEN,ANYONE DOrw sD WU t4 DOUBLE HEADER ABOVE GABLE HEADER BE PR05ECUTEO LWDER n.w MAL Dmirof We uuv. f3 TEKS SDS E.S. ( I BRACE (M ANGLE CLIPS 2 EACH -OPWNG5 VAUD UP TO 1 tCAR fR M DATE OF . 1/8'FILLET-1-1/2"LG. V8'FILLET t-v2"LG_®8' END-TCTAL 4.SECURE SEAL: 0&"C.0 STTrol CC STITCH WELD BOTH TO GABLE HEADER W/(4) A R WELD BOTH SIDES 51DE5 5TAGGERED-TYP. (24]FASTENERS E5. STAGGERED-TYP. DOUBLE HEADER -END WALL Q pF W AShI� �,t� END WALL POST ABOVE DOUBLE 9 POST CONN.DETAIL ti C HEADER CONN.DETAIL SCALE:WS (13)SINGLE HEADER %AtE:W5 ROOF BEAMS GABLE BRACE - END WALL CONN.DETAIL tt SE"LE Nr5 [22)GABLE BRACE [1t]END WALL POST a ; ABOVE GABLE HEADER "d 40277 {vim (221 GABLE BRACE (22)05 BRACKET.SECURE TO �j^ �CIST ER�� P05T AND GABLE BRACE W/(5) ,1' (j (VI ANGLE CUP5 2 EA,; [24]FASTENERS A5 SHOWN E5. SION A I- END-TOTAL 4.SECURE"FO STCY&E.NGA13LE BRACE CONN.DETAIL 12 GAB 13 REB LE BRACE- END WALL CONN.DETAIL DATEDMI : 11/9/2016 _ 'c"LE:Nr5 DATE SIGNED: MAY 3 2016 _!b( a MANUFACTURED BY: � ��f`f�� f/ fy►'Yf� (21 ROOF BEAM ALL-STEEL [21]DD DRACKET.SECURE 70 I �`` / r ur- NO POST AND DIAGONAL DRACE5 Wf , ' � i1J �" < ('7)(23)FASTENERS AS SHOWN 1 .= a , ��\ ,i ti� P.O.Box 6137 ?�—t� Fresno,GA 93703 tkw���i ` Tel: 1-844-800-5413 (p icLUlvtN POST Fax:1-559-354-6721 (19]DIAGONAL AT CURNER \\ ENGINEERED 6Y: DRAC`S t 'go �\ DIAGONAL BRAGS TOP CORNER CONK. DETAIL" 1 � SCALE:NTs 710 A&A ENGINEERING cave.•sTULCTT1RAc 01 COLUMN POST OR 5911 R< pu�,swot a"Tom,01143628 1 1 Td.t13Y921969.A.x.u9-49R0➢SS (11]END WALL POST i Ili DRAWING INFORMATION 3 iil PRWECT. 24'-C'WIDE SUILPfN*S LOCATION: STATE OF WASMNGTON [19]DIAGONAL.BRAGS (21] [21]DD DRACKET.SECURE TO PROJECT No.: 13016 C>462 POS'AND DIAGONAL BRACES W1 (7)[23]FASTENERS AS 5HMN s CORNER BRACING CORWIZ DIAGONAL DETAILS BRACING-SEE NOMS FOR REQUIREMENTS SHEET NO.: 9 111 DIAGONAL BRACE- POST CONN.DETAIL" DIAGONAL DRACING AT CORNER5 DRAWN BY: LAK DATE:5/3l16 SCALE:NTS 2 SITE SCALE:Nr5 CHECKED BY:OAA DATE:5/3116 T� LEGAL fNFpRMAT10N �+ -ANY DLftCATION OF Tty5 DRAWN IG IN>A O E OK PART'I5 5100CTLY FORBMWN.ANYCNE DOW,50 Wti1 1 COLUMN P05T BE PFC6fCVrrD UNDEP.Tt Z wu EXTENT OF THE LAW [3 -DRAVANcs VALID UP TO I CAR MOM WE OF t�rAC (21]DD BRACKET.5frURE TO AT CORNER POST AND DIAC0Q%.BRACES W/ SEAL: M(23]FASTENERS AS%%OWN (19)DIAGONAL BRACES A B U-Y 4 0� WAS CORNER DRACING NOTES: 1. DIAGONAL BRACING AT DU1LDiNG CORNERS 15 REQUIRED FOR p FULLY ENCL05ED DUILDING5 IN LOCATIONS WHERE WIND SPEED I$ Z 140 MPH OR GREATER. 2. IF CORNER DRACIW5 6 REQUIRED DUT THE BUILDING IS 0551W AN END WALL THEN T-E DUILDING MUST DE DE5rNED A5 AN (3]END WALL RASE RNL [3]S'<DE WALL RASE RAIL 40277 w OPEN BUILDM(U5E SPACING FOR OPEN BUILDING IN TABLE 41). f 3. DIAGONAL DRACING 6 AL50 REQUIRED ON THE CORNERS ON THE fS FCI ST6R� DIAGONAL DRACE DOT.CORNER CONN.DETAIL" 3 SIDE WALLS W19EN THE ADJACENT END WALL 15 PARTIALLY S�ONA 1. Nt SCALE: 5 ENCLOSED. DATE EXPIRES: 1119t2016 INSIDE VIEW SHOWN FOR CLARITY ENCLOSED. SIGNED: MAY 3 2016 MANUFACTURED BY: �\� QC�[p4iM/t•Grc ALL-STEEL rl P.O. Box 6137 Fresno,CA 93703 Tel: 1-844-800-5413 Fax:1-559-354-6721 ! Ir r ENUINEEREDBY: -- lIi !IW Ill i�/ hl I(1 (L MA ENGINEERING I!I I la1 �:, crvn•s1T1r�enanL ill 1i �i 5911 R-miwoce tLwc,$eye B•TQJc&,OH 43M Il) It it /�ji T i.419.8921983 f..419392.OW wnw.sa-caPxraa.mm DRAWING INFORMATION 11! PROJECT: 24'-0"W13E 13UILDING5 0 LocAnow: STATE 0:WASti1NGT0N 3 S1PRoxcTwo: 130-16-0462 ~ SHEETTLTLE: OPTIONAL LEAN-TO APP11 iON SHEET NO.: 10/ 11�-- oRAWN BY: LAK DATE:5/3/16 OPTIONAL LEAN-TO ADDITION cHEcKED BY;OAA DATE:5/3/16 SCA:.E:N,s LEGAL INFORMATION -ANY DUPLCAUDN OF TIV;DRAW f,1.M%"aE OR PART 6 STRIC-nY FORBiDMX AhYCW DOF1690 WILL [2]RCOF BEAM [6312"LG.CONW-CTOR SLEEVE- BE PROSEcurr!)tam TM FM EXWMr OF TW LAW. -VKAVA4G5 VAIM UP TO 1 rtPR PRDn DATE OF ESL C. - 'A 6UiLDrNG FIELD BOLT TO BOTH Tt)BE5 W: r2a FASTENERS-SEE TAME 32 SEAL: 1T0 FOR NO.OF FASTENERS REOD. A A$U,y L2EooF BE ��s O� w A��j [63 6 LG.CONNECTOR SLEEVE- HELD BOLT W![23J FASTENER5 �_ E.S.-SEE TABLE 32 FOR NO.OF ' k 6" LEAN-TO A001TiON NOTES: FASTENE95 READ. (t3 CUUMN P097-FOR EAVE HEGHT5 I. LEAN-TO A NS DDITIO CAN BE ADDED ON EITHER OR BOTH 51DE5 0= GREATER THAN 8'-0"Md5ER7 TS 225 X THE 8UIL0I1G. a 225 X 14GA TUBE NTOCOLUMN POST 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME 5PACING5 OF THE 6 4027T ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE_ �` 1-11 ERA 1� LEAN-TO ATTACHMENT DETAIL 3. iF THE LEAi PTO ADDITION 15"OPEN"(BOTH END WALLS OR SIDE W S'S, T1G `,N.E:Nr5 i 15 NOT ENCLOSED),THE DESIGN OF TWE MAiN BUILDING HAS TO USE UNA 1, THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DA E EXPIRES: 1 1/912 01 6 DATE sIGNID: MAY 3 2016 __ CONCRETE SLAB FOUNDATION NOTE5: MANUFACTURED BY: 1. DESIGNS SHOWN ON THIS 5HEET ARE FOR CONCRETE SLAB FOUNDATION ANY OF THE FOUNDATIONS SHOWN ON SHEET511-1, \ tnza TH>RU D CAN BE USED. 2 1{! HI III \ �\ \\ 2. EITHER OPTION I EDGE OFF5Er OR OPTION 2 NOTCHED EDGE' �A pi , �� � - h ALL-STEEL DETAIL CAN BE USED. III l \ 3. FOR OPTION 1 THE M!N.SLAB SIZE SHALL BE EQUAL TO THE �i „ III III _ cawt,Inc. OUTSVE DIMENSIONS OF THE BUILDING PLUS 5"EACH DIRECTION P.O. Box 6137 3. FOR OPTION 2 THE MIN.SLAB SIZE SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE BUILDING DIMENSIONS. i , !II i' Fresno,CA 93703 i !I! Tel: 1-844-800-5413 4. CONCRETE ANCHORS SHALL BE LOCATED NEXT f0 EVERY P057 AND ON EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE Fax:1-554-354-672) INSTALLED AT CORNER OF ENCLOSED BUILDING WITH END WALLS eNWNEexm BY: ONE ON EACH BASE RAIL. ' 5. CONCRETE ANCHOR CAN BE ANY ONE OF THE OPTIONS III MENTIONED IN TABLE 11-A.i. �� 7-56-0 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT \\ Y AAA UNGIdkIING FROST DEPTH SPECIFIED PER LOCAL CODE. MAX 20`-0"C.C. \-I 1 c AL-S"v nntAL 7. CONTROL 10iNT5 SMALL BE PLACED SO A5 TO LIMIT MAX.SLAB 11 A ssll Be"•--."-Pla--SaW s.Toledo.O1H 4M Toi dl9-Y9s-I9Q3.pxy d19494-0955 SPANS TO 20'W EACH DIRECTION CONCRETE SLAB FOUNDATION _ BUILDING P05T 8. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. SCALE:NT5 6" BEYOND DRAWING INFORMATION 9. CONCRETE STRENGTH TO BE A MIN OF2500 PSt 028 DAYS. TABLE 11-A.1:CONCRETE TABLE 11-A2:NOTCH WlVf H Ir—4 PROJECT: 2$'-0"WIDE BUfLD1NGS 2"WIDE x r DEEP _ " w 1 i SLAB ANCHOR 5CWOULE • Z = d `—�' � COT NOTCH ALONG LocATm. STATE OF WA5HINGTON i4GA 12GA 14GA 12GA T 1/ AND SLOPE T02" PRomcTNo.: 130-1&0-%2 rm- :7 1/2-0 X 7' 2 314" 2 716" 1314" 1-- •• '- ' + SHEET TttrE ,lee X7" PEPTH 15 TO BE 1112° OVERHEAD DOOR NOTCH DETAIL 2 FOUNDATION OPTION 1: NOTES: MAX.6" SCALE:NTS CONCRETE SLAB 1. EXPAN51ON ANCHORS.WEDGE ANCHORS OR (1]COLUMN P05T ADHESIVE ANCHORS MAY BE USED. ANCHOR-SEE AND-IOR-SEE (1)CCLUMN POST SHEET NO.: 11-A / 11 2. MIN.EMBEDMENT DEPTH TO BE 4". DRAWN BY: TABLE'I-A.1 [3)BASE RDA TABLE 11 Ai (3]BASE RAIL 3. ANCHORTO BE SPACED NO MOR i : LAK DATE:5I3/16 E THAN 6"FROM POSTS. 1 W i cHEcKED BY:OAA DATE:5/3/16 4. ALL ANCHORS TO BE A507 EQUIVALENT OR " _ �' ' z • LEGAL INFORMATION BETTER. p� r• W 8al u1 .* ••d' g -AW DUPLICATION OF Ttt9 DgA&W,IN L1R W OR P U[� S ut �15 5TRICTLY PORBtDDCN ANK71.E CQPY•50 WRL 4 pp B£PROM-AYTPD L*K)M THE FM F INT OF r-E tAW. •• ' O 1 j -DRA"45 VALID UP TO I tg FROM GATE Of MUE. 5EC11ON A-A < m MIN.4'FDGE DIST. MIN.4"EDGE MT. SECTM D-13 SEAL: (1)CO4A . ANDiOR-SEE MIN 4"EDGE 015T. A U.Y TABLE 11•A.1 17]BASE ANGLE OF W A S,t,, MIN.4"TH NOTCH-5EE CONCRETE SLA (3)BASE RAIL A TABLE t1-A2 ANC IOR-SEE TABLE 11-A.1 r,RApE MIN.4"TF9C Ct)COLUMN PO57 O rA GRAPF e (3)BASE FAIL CONCRETE 5LAB GRADE W6X6!6 WEWERE OR FIBER A' z W610616 WELDED(3)iF4 REBA . `U WIRE MESH a �'p ,Q 40277 �v ui AS PER LOCH, 1GIS k.R��l� < ALT.NOTCHED EDGE DETAIL <g�+ (3}�C4 REBAR COW. BELOW GR 12 Sj�N A ti� OPTION 1: EDGE OFFSET DETAIL 1 OPTION 2: EDGE FLUSH DETAIL 1 DAT'EEXPIRES. 11/9/2016 SCALE:NT5 SCALE:NTS O DATE sK3t- MAY 3 2016 MANUFACTURED BY: TABLE 11-8.1:ANCI-i0R 5(�Ef�i1l.E "' Ir i12":OXT' ALL-STEEL 5,8 21 X T �Sf ? I }}} NOTES: a II► \�\ �� \ � .. I. EXPANSION ANCHORS,WEDGE ANCHORS OR ADFiE,iYE ANCHORS MAY BE U i'5ED. #I 2. MIN.EMBEDMENT DEPTH TO BE 4`, P.O. 3. ANCHORS TO BE SPACED NO MORE THAN 6'FROM Box 6137 ( _ \ }( Fresno,CA 93703 POSTS. } �� �\ 't�`II 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. Tel: 1-944-800-5413 Fax:1-559-354-6721 TABLE 11-B2:CONC, STRIP 5aft)ULE �ii iil \V III � A&AENGLNF�vG 105 TO 130 14"X 12" I(` �� r ` III I �� CIM•MUCT'URAL �. 111 ,'i9i A Nenaaaaace Pt—,Uw D-T.64..OK 43M 140 TO 1V5 2P'X 12" }}} j} � � \ }II Ta 41%M19&3.P".419.2924W 165 To Tb0 2244 X Y3" III �' / �,`�. I \ , (II }}' }(; ///'/ DRAWING INf6RMATION 20 X % �{ �� II I}i Yj� PROJECT: 2*0"WIPE BUILR1I G5 .,, III (}1 l� II _._._.—.., --� } }IJ tj }}} i O.ocATm: STATE OF WASHINGTON 1. WIDTH AND DEPTH DIMENSIONS CAN � BE INTERCHANGED. \ III III }" IIIPROAECT Na: 130-16-0462 SWET TITLE: FOUNDATION OPTION 2: CONCRETE STRIP III SkEET NO.: 11-5 / 11 ~ r. DRAWN BY: LAIC-DATE:5/3I16 - FOOTING OP'fMALATOPEN CONCRETE STRIP FOUNPATION END WALLS AND OVER£A CHECKED BY-OM DATE 513/16 _ POOR OPENINGS SCALE:Pii 5 LEGAL INFORMATION It B ANY Q1A%fCAAT;oN OxTrr C]fCAYuRv,IN W iWff.OR PAW SS 5iRK_TCY FORM TM A L bum, DO f SO)4w SITE I 9E PRpSECL�Spp UNDER THE PINS.IXR.:N';OF TttE tltlN. C3 COLUMN POST OKAW,NG5 VALID LF To i ream MM D4Te OF Imo, ANCHOR-SEE SEAL: J TABLE 11-al �. A,B C33 5A5E RAIL Oc w A N,GRADE �cS' CONCRETE STRIP FOUNDATION NOTES: I. DE51GNS SHOWN ON THI5 SHEET ARE FOR CONCRETE STRIP FOUNDATION.ANY pd• a n OF THE FOUNDATIONS,MOWN ON SHEETS 11-A THRU D CAN BE USED. 2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER • tl� a? �, SIDE OF OPENINGS,TWO ANCHORS SHALL BE INSTALLED AT CORNER OF {4)#4 RCBAR 4 40277 ENC405ED BUILDINGS WITH END WALLS-ONE ON E,"BASE RAIL. CONT. GrST 1 R�9 3. DEPTH OF CONCRETE STRIP FOOTING SHAH BE GREATER THAN FROS?DEPTI h SEE TABLE i1 @2 Ow `rSjON A SPECIFIED PER LOCAL CODE. uj 4. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. CONCRETE STRIP 1=0UN�ATION DETAIL 5, CONCRETE STR ENGTH TO BE A MIN OF 2500 PSI 0 28 DAYS, 1 DATE URRES. 11/9/2016 SCALE:NTS DATE S MAY 3 2016 - IGNED: UANUFACVJRED SY: [1)COLUMN P05T OR[11)END WALL-F a- [� POST S �E ; ALL-STEEL (3)BASE RAIL {p g Cupat;hu. A • U P.O.Box 6137 Fresno,CA 93703 Tel: 1-844-800-5413 'u { ) Fax:1-559-354-6721 2 �"� I ENGINEERED BY: {- CONCRETE PER • • a:. N � { {{ MIN:(1)04 BAR � / i do 36"LG. � 1f {{ .4 A&A ENGIAfFXMG r/'/�`„'CC'1•EF , �.• q s91I tm rte,SK a•CNCETE PETS s Tc9b3ks 2bo,sO5sH SITE 43623 v-292y9as.P, E�lC/, END WALL POST5 ��Af COPY 2 DRAWING INFORMATION coNcRETE PIERS AT PROJECT: 24'-a WIDE 5UILPING5 CONCRETE MR5 EITHER ALTERNATE Nil-RIOR --- CONCRETE PIER DETAIL 1 51PE OF OVERHEAD DOOR 1 COLUMN PO5T5 wcAnow STATE 0''WA5HINGTON SME:WS OPENING5 11-C ' ANQiOR RODS AT ALL PROJECTNO.: 130-16-0462 CONCRETE PIERS AT ALL POSTS NOT SUPPORTED SHEET TITLE. M coLuMN PC-3T co1RNER5 ON CONCRETE M-95 FOUNDATION OPTION 3: OR[11)END WALL CONCRETE PIER FOUNDATION CONCRETE PIER5 t3)BA5E RAC ANCHOR ROD SCAM,Nis SHEET NO.:_ it-C / 11 CONCRETE PIER FOUNDATION NOTES: TABLE 11-C.1:CONC, oRAwN eY: LAK DATE:5/3/16 SOH 1. DESIGNS OWN ON THIS SHEET ARE FOR CONCRETE cHECKEO BY:OAA DATE:5/3/16 PIER SCHEDULE PIER FOUNDA110N.ANY OF THE FOUNDATIONS SHOWN LEGAL INFORMATION ON 5HEET5 11-A THRU D CAN BE USED. `" -oxr Out„.CtTRN or TTSS J4nWWG W wt101.E UK CFtY � N 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 - FIWT 6 5TR} FiDO .ANVO•F 002JG50 WAL ^'+ ""•"'`.'' r-,y' BE PR0etCUTED UNDER Tht MAL WMT Of 7M LAW. ::+ ", ::.• �..,' CORNERS,ON EACH SIDE OF OVERHEAD DOS 105 TO 130 24"0 X 36" DRAW NG S VAUD LP To I t1@ iLFROM DOTE of l5,5tE U. OFEMW75 AND ON ALTERNATE INTERIOR COLUMN 140 TO 156 24"O X 42' L: POSTS AND ENO WALLS POSTS- ro TO Iw 24.0 X 48 3. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE �' Y SAME SIZE A5 THE PIER ON LEVEL GRADE:AND FILLING TABLE 11-C2:CONCRETE PIER Q� O� W ASS f�`��,� WITH CONCRETE.THRD.ROD ANCHORS SHOULD BE ANCHOR 5CHEDULE DROPPED INTO THE PIERS PRIOR TO POURING THE O CONCRETE. 105 `O 140 1/2"0 X r Z ANCHOR ROD INTO SOIL DETAIL 4• ALL PO5T5 NOT SUPPORTED ON CONCRETE PIERS To 180 51WO X 7" 5ME:W5 2 SHALL BE ANC14ORED TO THE GROUND WITH A V2'X 30"LG.Tt READEO ROD.RODS WILL HAVE A WELDED NOTES: .0 NUT AT THE TOP AND ONE COAT OF RUST PROOF 1. EXPAN51ON ANCHORS.WEDGE ANCHORS 40277 `vim PRIMER 2. MMIIR EMOEDMENT DEPTH 51VE ANCHORS nTO 6E 4-, S'rS 5. A55UMED SOIL BEARING CAPACITY 15 TC BE A MIN. 3. ANCHORS TO BE SPACED No MORE r AN SsjONA�, OF 1500 FSF. 6•FROM POSTS. 6. CONCRETE 5'RENGH TO BE A MIN OF 2500 P510 28 4. ALL ANCHORS TO BE A307 EQLtVALENr DAYS. OR BETTLR. EXPIRES: 1 J9f 016 _ _ DATE SIGNED: MAY 3 2016 [1]COLUMN POST OR MANUFACTURED BY: [31 BASE RAIL (fl)END WALL POST DRILL 5/8"HOLE THROUGH ALL-STEEL _ �I�Inc � 6• DA5E RAIL AND SECURE �\� ` NVL"L10R EYE VATH 1/2"0 THROUGH DOLT AND 2' P.O.I3t7x 6137 wASHERSE.S. 1 �` Fresno,CA 93703 Mks• �., `� Tel: i-W-800-5413 ]I Fax`1-559-354-6721 p� •� EN6Ilk 1NEEl2ED BY: I I AkA ENGINEERING &L 1/2";0 SHAFT X(2) � ('- �� SOIL ANCNORy AT ctvn.•sTHUGTURAL OPTION 1:HELICAL.501E t 4"DISKS-HELICAL PI I 1 ALTERNATE EW 59II Remivwoe Pb«.SOW s.Tokdo,OtI 4MZ 501L AW I-M WALL�(( I taslvzsalve3 n� m zosss ANCHORS � WALL POSTS SCALE:Ns5 (Ii 1 �— SOIL ANCriORS AT DRAWING 1;4 ORMATION J t ALTERNATE INTERIOR SOIL ANCHORS En"HER COLUMN POSTS PROJECT: 2*0"WIDE DUILDING5 HE SIDE OF OVERAD 11 D � _..._'.._ASHIN TO DOOR oPEN1Nc-S at�t+.t)R RODS AT ALL LOCATION: STATE OF WASHINGTON SITESOIL ANCHORS AT ALL POSTS NOT 5UPPORTED PROJECT NO.: 130-16 0462 CORERS ON SOIL ANCHORS sNEET TITT E: copy SOIL FOUNPATION SOIL FOUNDATION NOTES: FOUNDATION OPTION 4: �^'£' S I- DE51G1,15 SHOWN ON THIS SHEET ARE FOR 501L ANCHOR FOUNDATION.ANY OF [31 5A5E RAIL SOIL AWHOK5 ,13 COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN 5E U5ED. [113 EW WALL POST sHEETNO- 11-9 1 11 2. SOIL ANCHORS(HELICAL OR ROCKIASPHALT)SHALL BE LOCATED AT ALL 4 DRAWN BY: LAK DATE:513/16 CORNEK5.ON EACH 51DE OF OVERHEAD DOOR 6PENING5 AND ON ALTERNATE DRILL 5/5"HOLE THRCL01 INTERIOR COLUMN POSTS AND END WALLS P05TS. ? DASE RAIL AND SECURE "A-C--BY:OAA DATE:5/3116 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO TT�c [73 DA5E ANGLE WITH LEGAL INF ORNIATION GROUND 15150 FT-LDS OR GREATER.MANUFACTURER 15 NOT KESPON51DLE 6" ' " ; � BOLT ANY OUFUCATION oP TK5 DRAWMG IN WHORE OR t"AND WASHERS E.S. PART 5 5-Rr-7LY fOR500tN,ANYONE DOW.5D W41 FOR SOIL QUALITY AT SITE. - BE PROSECUTED LNM RV MAL WENT Of Ttr t w. �.::-!; - -DRAWNM VALID OF TO I YPAR FROM OATf Of e5L)f 4. HELICAL ANCHORS CAN ONLY DE USED FOR CLA55 2,3�4 SOILS(SEE 501E _ , GLA55iFiCA1ION5 TA5 PAGE). EXISTING SEAL _ _ _-- 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE s" ASPHALT �,• A.B U. , GROUND WITH A n"X 3O"LG.ROD.ROD5 WILL HAVE A WELDED NUT AT THE WAS Q TOP AND ONE GOAT"OF RUST PROOF PRIMER. �p� 6. A55UMED SOIL DEARiNG CAPACITY IS TO DE A MIN.OF 1500 PS>•. SOIL CLA551FICATIONS: 5P 1� ws Z SOIL CLAYS DESCRIPTION D < 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS L— 491 A LF HP9 A A5HPAL7! G 4 COARSE GRAVEL/COBB HP-9 ROCK MC ORLES.PRELOADED 51tT5,CLAYS AND CORAL. 1 L �""� � 40277 Q �v 3 SAND,SILTY SAND.CLAYEY 5AND,SILTY GRAVEL.MEDIUM DENSE COARSE' 5AND5,SANDY GRAVEL.VERY STIFF SILT AND 5ANDY CLAYS. 4. L005E TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND SIp ,A 1_ ti' ALLUVIAL FILLS. OFTIO1 2:ROCK/ASPHALT ANCHORS 1 'FROM t-fUD'MODEL MANUFACTURED}TOME INSTALLATION STANDARDS` SCALE W5 DATE EXPIRES: 1119/2016 DATE smED: MAY 3 2016 SITE COPY REVIEWED FOR Documents attached to approved plans: CODE COMPLIANCE Site plan:_ MASON COUNTY Plan review checklist: '-e P BUILDING DEPARTMENT Engineering: ON ate er al V� Date Lo_ -r-IrALVunnber of pages (7 t76,4 THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION SEE MASON COUNTY PLAN R� REVIEW CHECKLIST C H A 1 � for important code information and details that pertain to this SUBMIT CHANGES FOR/P11jV I` structure. The numbers marked on plans correspond to the PRIOR TO PERFORMING same %' same item number in the checklist. MUST MEET ALL CURRENT 9 Z6 \ ��, 3` I LH W ► i t `k 0 WASHINGTON STATE CODES UNHEATED STRUCTURE