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HomeMy WebLinkAboutBLD2024-00839 Metal Shop - BLD Application - 7/12/2024 MASON COUNTY COMMUNITY SERVICES PermitNo:���,,r) PERMIT ASSISTANCE CENTER: ` •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98594 • Phone Shelton:(360)427-9670 ext 352•Fatc(360)427-7798 Phone RECEIVED Belfair.(360)275-4467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION JUL 12 2024 PROPERTY OWNER INFORMATION: CONTRACTOR INFO Alder Str et NAME,r NAME MAILIN D S: G MAII ING ADDRESS: UILDING CITY: STATE: CITY: STATE: ZIP: PHONE#1: — 7 O PHONE: CELL: PHONE#2: 0 ?0(r - - EMAIL: EMAIL: L&I REG# P Y CON T' OWNER R- CONTRACTOR❑ 1 OTHER[INAME e d EMAIL G to 4 -7 MAILING ADDRESS r- CITY 5Lo •ti STATE tAE- ZIP PHONE 5 pO -:10t tELL PARCEL INFORMATION: 1 PARCEL NUMBER(12 Digit Number) 3 Z O 3 5 - 1'f� " °l U l g q ZONING C.0 aA Y" LEGAL DESCRIPTION(Abbreviated) L t 4 OF 5 P C 2 1A _ DISTRICT STTEADDRESS 1.310 " G 9QTlj0V KA CTTY DIRECTIONS TO SITE ADDRESS -I Gt F 0 ( T (\ t O GL dl + CAJ(? v, i r a he( e.2 Qv- t� IS THE PROJECT WTTHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO U SNOW LOAD:3 o asf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVEWCREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW V ADDMON❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage Commercial Bldg,Ere) 9/i,r .Gt Q IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOM9 NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whale Bldg)ElYES 9ariA1.fBldg)ElNO)?r DESCRIBE WORK I SOUARE FOOTAGE:(props co 1ST FLOOR sq.fL 2ND FLOOR sq.ft. 3RD FLOOR sq.R BASEMENT sq.fL DECK sq.ft. COVERED DECK sq.ft STORAGE sq.fL OTHER sq.IL GARAGE-:7�Q sq.fL Attached❑ Detached( CARPORT sq.fL Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUEZED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIALNUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO* IYyes,attach completed Water Adequacy Form PERINIBTER/FOUNDATTON DRAINS PROPOSED? YES❑ NO❑ E)=NG 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 pennit 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 projeoL 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 permitlapplication becomes null&void Wwork or authorized construction is not commenced within 180 days or if construction work Is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATIO OF 181 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 6-gi(-- ;)4 Signature of OWNER(Must he signed by the OWNER I Date ��EPARTMENTALREVIEW _-�. ==�PROVEDt���DATE�=-,�'_DEFIED ;..::DATE_'�TAGSINOTES/CONDITIONS_==; BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH BUILDING Name�_��j G1✓M,&= IrG Varcel# 3 Z d 3S��� ' d q 1- BLD# �� Mason County RECEIVE D Department of Community Development Small Parcel Stormwater Management Application/Worksheet �Mage j of�) T Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required when"6aW�1c}'J pl irEs-CJt 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 Buildin s X 2 = `7 2D X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X _ Driveways EXI6 00 = 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) -720 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. j X 0-( Al 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 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: hltpHwww.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will 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/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. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 bILb/L4,11 U5 F'M umau-rwa:trig bumings vireo-venenc t-ians DECEIVED JUL 12 2024 15 W. Alder Street PLANNING Ecs� av ,�o�td�- E�✓ /.ftnc•//moil nnnnln nnm/moill,rin/7i4e�.77ZilOClnn�R..iin�tr_nfltccorrh=oll£norm4hirl=+Frnoil_f•'IA(170A'?A 77711f2FA77�,SR.cimni-mcn_f•1 Rn70AQA 777I1AFA77r,F 3/R b1Zb/Z4, IZ:ub rnn uman-rwa:lilg tsunaings ulrect-uenenc clans A' S,IX[ 7'( �j. ri No�-t-1— �1✓ a` W eg-F � I✓ hi}nc•/!moll nnnnin rnm/moill�i/n/7i4vc,77QrIQOonFR...nu..n}R.coornh=ollRnnrm}hir7=fhroori_f•1Af17QA'lA'77711RFA77�FRcimnl=mcn_f•�R/17QA 4A777ngSR77FF AIR b/Zb/Z4,IZVO t-M uman-rwa:csig rwaamgs uirect-uenenc runs .fi -So �lv hHnc•J/mail nn....io rnm/moiVn/11Mi4=�.79Qr10UenSR.view_nlReeorrh=onR.nnrmfhi'!e}hrn�il_f•!p!1?�AQA 979t1RAR77FSRcimnl=mcn.S•1 A1190A ZA 979l1RFA771CF RJQ b/Lb24, I z:vo riw timan-rwa:tsig tsueaings ulrem-c,enenc mans hf4na•//moil nnnnln rnm/moil/�i!!1/7iLc�774f1UpeeSR.vio�ueniRcaorrh=ollR.nnrr.�fl+i.i=fl,re�r1_f•1R/MOA 1�777/1AFR77F�Rcimnl=men_f•1R/17pA ZA 777/1A�A77�� AIR MANUFACTURED BY: 24' WIDE FRAME 'CARPORT STYLE METAL BUILDING GENERICS M777z SCOPE OF PLANS: STRUCTURAL DESIGN CRITERIA CONTACT INFORMATION 1. TO PROVIDE STRUCTURAL DESIGN FOR A VARIETY OF ALL CONSTRUCTION SHALL BE PROVIDED IN FOR QUESTIONS OR INFORMATION NEEDED PLEASE, PRE-FAB METAL BUILDINGS PER THE SPECIFIED DESIGN ACCORDANCE WITH THE PREVAILING CODES LISTED CONTACT THE METAL BUILDINGS MANUFACTURER LOADS,AND APPLICABLE BUILDING CODES. BELOW AND ALL APPLICABLE LOCAL REQUIREMENTS. LISTED ON PLANS.ENGINEER OF RECORD REQUIRES PREVAILING CODE: WSBC 2021 AUTHORIZATION FROM THE METAL BUILDINGS RE 2. DOES NOT PROVIDE ANY ARCHITECTURAL,SITE, MANUFACTURER TO ADDRESS ANY QUERIES ZONING,HVAC, ELEC,MECH DESIGN OR MINIMUM DESIGN STANDARD: ASCE 7.16 Joshua,TX 76058 REQUIREMENTS.THESE ITEMS MUST BE ADDRESSED BY THE INFORMATION CONTAINED IN THESE DRAWINGS IS � 60 THEIR RESPECTIVE PROFESSIONALS IN CHARGE. OCCUPANCY GROUP: U(CARPORT/UTILITY/ THE SOLE PROPERTY OF METAL BUILDING GARAGE/SHED) MANUFACTURER LISTED ON THIS PAGE.ANY 3. DOES NOT PROVIDE ANY DOOR OR WINDOW CONSTRUCTION TYPE: V-B REPRODUCTION IN PART OR WHOLE WITHOUT THE ENGINEERED BY: DESIGN INFORMATION.THOSE SHALL BE ADDRESSED RISK CATEGORY: 1 (NON-HABITABLE) WRITTEN PERMISSION OF METAL BUILDING 615 W �r Street BY DOOR AND WINDOW MANUFACTURER. MANUFACTURER LISTED BELOW IS PROHIBITED.LEGAL 1. ROOF DEAD LOAD(D) ' 2.0 PSF (COLLATERALI ACTION WILL BE TAKEN AS NECESSARY AS A RESULT. 4. THESE DOCUMENT SHALL NOT BE USED TO PERMIT OR JUSTIFY DESIGN OF AS-BUILT/EXISTING STRUCTURES 2. ROOF LIVE LOAD(Lr) Lr=20 TO 61 PSF ANY REQUESTS,CHANGES,MODIFICATIONS A&A ENGINEERING OR BUILDINGS BUILT WITHOUT A PERMIT. (VARIES BASED ON REVISIONS TO INFORMATION PROVIDED IN THIS CnRL•STRUCTURAL FRAME SPACING AND DOCUMENT WILL REQUIRE A COMPLETELY SEPARATE GENERAL DESIGN NOTES DESIGN OPTIONS) SITE-SPECIFIC SET OF PLANS;INQUIRE WITH THE LISTED DRAWING INFORMATION 3. SNOW LOAD(S) METAL BUILDING MANUFACTURER. 1. THESE STRUCTURES ARE DESIGNED AS RISK GROUND SNOW LOAD Pg=20 TO 90 PSF PROJECT: 24'Wide CATEGORY I(NON-HABITABLE),UTILITY/STORAGE/ (VARIES BASED ON STRUCTURAL SHEET INDEX LOCATION: PRIVATE GARAGE/SHED TYPE BUILDINGS-THAT FRAME SPACING AND STATE OF WASHINGTON ONLY DESIGNED TO RESIST THE DEAD LOADS,LIVE DESIGN OPTIONS) COVER SHEET I PROJECTNo.: 233-24-0431 LOADS,AND WIND LOADS LISTED UNDER IMPORTANCE FACTOR Is=0.80 SHEETTITLE: "STRUCTURAL DESIGN CRITERIA".ANY ADDITIONAL THERMAL FACTOR Ct= 1.2 SCHEDULES&MEMBER-SECTIONS 2 COVER SHEET LOADINGS WITHOUT RE-DESIGN OR ENGINEERING EXPOSURE FACTOR Ce= 1.0 CONSULTATION SHALL NOT BE PERMITTED. ROOF SLOPE FACTOR CS= 1.0 FRAME SECTIONS&DETAILS 3A,3B FLAT ROOF SNOW LOAD PF=20 TO 61 PSF 2. ALL MATERIALS IDENTIFIED BY A MANUFACTURER SLOPED ROOF SNOW LOAD Ps=20 TO 61 PSF SPACING SCHEDULES&ENCLOSURE NOTES 4 SHEET NO.: 1 NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL MINIMUM SNOW LOAD Pm=20 OR EXCEEDING ORIGINAL. PURLIN&GIRT SCHEDULES 5 4. WIND LOAD(W) CHECKED BY: OAA DATE:1/25/24 3. ALL WELDED CONNECTIONS SHALL BE SHOP EXPOSURE C SHEATHING OPTIONS 6 LEGAL INFORMATION WELDED CONNECTIONS.FIELD WELDING IS NOT DESIGN WIND SPEED VUIt= 105 TO 180 MPH PERMITTED NOR REQUIRED. (VARIES BASED ON SIDE WALL FRAMING&OPENINGS 7A,7B -ANY DUFLICATION OF TH15 DRAWING IN WHOLE OR FRAME SPACING AND BEE M0ART 155EC�0 FORBIDDEN. T ULL WENT OF THE IAw 4. ALL STRUCTURAL LIGHT GAUGE TUBING AND DESIGN OPTIONS) END WALL FRAMING&OPENINGS 8A,BB -DRAWING5 VALID UP TO I WAR FROM DATE OF155UE. CHANNELS SHALL BE: - ASTM A500 GRADE C OR EQUAL: 5. SEISMIC LOAD(E) CORNER BRACING DETAILS 9 SEAL: Fy=50 KSI Fu=65 KSI A B U, t� DESIGN CATEGORY C 1' IMPORTANCE FACTOR le=1.00 OPTIONAL LEAN-TO ADDITION 10 5. GYPSUM BOARD OR DRYWALL FINISH OR ANY ov w ASlllr�q�� BRITTLE BASE MATERIAL IS NOT CONSIDERED OR ASD LOAD COMBINATIONS: FOUNDATION OPTIONS I 1 A TO 11 D ACCOUNTED FOR ON THE DESIGN CRITERIA OF THIS 1. D+(Lr OR S) STRUCTURE,U.N.O. 2, D+(0.6W OR±0.7E) („� Z 3. D+0.75(0.6W OR+-0.7E)+0.75(Lr OR S) 4. 0.6D+(0.6W OR±0.7E) CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION, CERTIFICATION VALIDITY C / $A-FRAME NOTICE OWNER: � 1c C�`Y GROUND SNOW: WIDTH: FRAME TYPE: [3 REGULAR DATE OF PLANS SIGN A L V, Al^ES t PJ 3� 1✓ S EXPIRATION: FEB 2'3 20'1�J ( h c 1 r ROOF LIVE LOAD: LENGTH: ENCLOSURE L / TYPE: ❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS STAMP EXPIRY: NOV 9 2024 C B SIC WIND SPEED: 05 HEIGHT: ❑ OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: FEB 23 2024 MANUFACTURED BY: TABLE 2.1:MEMBER PROPERTIES __Is v 0 1 1 COLUMN POST 2.5"X 2.5"X 14GA TUDE 1 t F� 2 ROOF 13EAM 2.5"X 2.5"X 14GA TUDE 1 21 2 3 BASE RAIL 2.5"X 25'X 14GA TUDE 1 2 ;} = 4 PEAK BRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS 14GA THICKNESS=12GA 5 KNEE DRACES 25'X 1.5"14GA CHANNEL 4 2.5"e..5"14GA TUBE, 1 5 25"CALE:rX52.25"12GA TUBE Q� 6 CONNECTOR SLEEVE 2.25' X 2.25"X 12GA TUDE 2 7 BASE ANGLE 2"X 2"X 3"LG.3/16"ANGLE 10 457 N. Broadway, a PURLIN 4"X 1"X 140A/18GA HAT CHANNEL 5 .Joshua,TX 76058 9 GIRT 4"X 1"X 14GA/18GA HAT CHANNEL 5 CV ��' L-- 1-866-730-9865 9A OPT.END WALL GIRT 25'X 1.5"14GA CHANNEL 1 10 SHEATHING 29 GA CORRUGATED SHEET 8 R 22 ENGINEERED BY: 11 END WALL POST 25'X 25'X 14GA TUDE 1 THICKNESS=14GA THICKNESS=14GA 12 DOOR POST 2.5"X 2.5"X 14GA TUDE 1 2"X 2"14GA TUBE 3 2.5"X 1.5"14GA CHANNEL 13 SINGLE HEADER 2.5"X 25'X 14GA TUDE 1 SCALE:NTS SCALE:NTS A&A ENGINEERING 14 DOUDLE HEADER DDL.2.5"X 25'X 14GA TUDE 1 CIVIL•STRUCTURAL SERVICE DOOR/WINDOW 5" 50" p i5 2.5"X 2 X 14GA TUDE 1 1. FRAMING —50 16 ANGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 7 17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA PLATE 6 PROJECT: Z4' WIdF 16 PD SUPPORT 25.X 2.5"X 14GA TUDE 1 LOCATION: STATE OF WASHINGTON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 4� 25„ 'I PROJECT No.: 233-24-0431 20 GABLE BRACE 2"X 2"X 14 GA TUDE 3 THICKNESS=14GA/18GA SHEET TITLE: SCHEDULES & 21 DD BRACKET 2.25"X 2.25"X 6"LG.14GA ANGLE 9 4.25"X 1.5"X 14GA/18GA O MEMBER SECTIONS 22 TRUSS SPACER 2.5"X 2.5"X 14GA TUBE 1 HAT CHANNEL 5 23 ALL FASTENERS #12 X 1"SELF-DRILL SCREWS(ESR-2196 OR SCALE:Nr5 EQ)W/NEOPRENE/STEEL WASHER SHEETNO.: 2 / 11 TABLE 2.2:SHEATHING FASTENER SCHEDULE N OAA DATE:1/25/24 • • CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE c c 9"C/C M1N 1 4"C/C 9"C/C `r o ° LEGAL INFORMATION FASTENER TYPE:#12X1"SELF-DRILL SCREWS(ESR-2196 OR EQ)W/ ANY DUPLICATION OF THIS DRAWING IN WHOLE OR NEOPRENE/STEEL WASHER PART 15 STRICTLY FORDIDDEN.ANYONE DOING 50 WILL 2" DC PR05ECUfED UNDER THE FULL E)"M OF THE LAW. `SEE TYP.SHEATHING FASTENER SCHEDULE DIAGRAM ON PAGE 6. THICKNESS=14GA THICKNESS=14GA DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. STRAIGHT BRACKETEE ANGLE BRACKET 7 SEAL; SCALE:NrS SCALE:NTS AB U, Gov W ASkI Ilk !� o 9.. N Z •� `� 1 40277 OPTION A OPTION 8 .w� • �. �' 6„ G`���FCISTER�� 36„ �I fi Z6 L2X'X2/2�XY16" L2%2'X2"X%6' SSIO ��yG THICKNESS=29GA 2 SLV NA L THICKNESS 14GA BASE ANGLE 29 GA CORRUGATED SHEATHING/aE DB BRACKET 9 SCALE:Nf5 10 STAMP EXPIRY:NOV 9 2024 5CALE:NrSvi SCALE:W5 DATE SIGNED: FEB 23 2024 MANUFACTURED BY: 4 3-B 1.A ----------------------- 12 3-A [2]ROOF BEAM 1 I vJ 73 ------ ----------- I I [4]PEAK BRACE SEE 1 e., 3� 3r12 _ TABLE 38.1 FOR LENGTH 1/2'RET. 457 N. Broadway, [5]KNEE BRACE SEE TYP. y TABLE 3-D.2 FOR LENGTH Joshua, TX 76058 EAVE-. 1-866-730-9865 I' Li [1)COLUMN POST �P��� � 1P ENGINEERED BY: W/(4),(6)SLEEVE O (8) 10 #12-14 X-%"SDS (2)4"X 1"X 14GA REF.TABLE3-B.3 (1)2Ys'XIY4"X14GA HAT-CHANNELS C-CHANNEL (FACE TO FACE) A&A ENGINEERING 3 36 (4)#12-14 X 3'i'SDS (d)#12-14 X Y/i'SDS CIVIL•STLLUCTURAL [3]BASE RAIL COLUMN PER C-CHANNEL PER HAT-CHANNEL POST MIN.3/4"EDGE DIST. DRAWING INFORMATION L L `C v/14 SIDES FULLY ENCLOSED ONLY ANY ENCLOSURE PROJECT: 24'Wide 24'0/0 LOCATION: STATE OF WASHINGTON A-FRAME (BOXED)STYLE-EAVE DETAIL TYP.A-FRAME SECTION 1 A SCALE:NTS PROJECTNO.: 233-24-0431 SCALE:NT5 SHEETTME: 4 FRAME SECTIONS& 3B DETAILS Z --------------------- 1.B [2]ROOF BEAM j I 12 ROOF BEAM 12 12 SHEET NO.: S-A / 11 3 A I I — 13 3(— 3 r— ( (1)R"SLEEVE CHECKED BY:OAA DATE:1/25/24 [4]PEAK BRACE-SEE W/(4),(6)or(8) ( ) TABLE 3-6.1 FOR LENGTH #12-14 X Yi'SDS )r 1 ti LEGAL INFORMATION 5 KNEE BRACE-SEE REF.TABLE TABLE 3- 3 11 04 1 r ��� ANY DUPLICATION OF TH15 DRAWING IN WOLF OR [ ] h' PART t5 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL TABLE 3-8.2 FOR LENGTH ��4' tiP� BE PROSECUTED UNDER THE FULL WENT OF THE LAW. DRAWING5 VAUD UP TO I Y&R mm DATE OP ISSUE. EAVE _ I ' Qct' Q SEAL: b (1)zY:"xtY,°x14GA J (2)4"xr'X14GA �(j [1]COLUMN POST C-CHANNEL HAT-CHANNELS �(FACE TO FACE)(4)#lz-lax ;"sDs 4 V WH COLUMN PER C-CHANNEL (6)#12-14 X YYi'SDS POST MIN.3/4"EDGE DIST. PER HAT-CHANNEL O �� 3 E14 SIDES FULLY ENCLOSED ONLY ANY ENCLOSURE fr rye-; (3)BASE RAIL 3 B B REGULAR BENT-BOW STYLE-EAVE DETAIL SCALE: r. , r 40277 9 •�'w� 24'0/0 �GISTSEi R� Cy1� TYP.REGULAR FRAME SECTION s`rIGNAL SCALE:NT5 STAMP ExPIRY:NOV 9 2024 DATE SIGNED: FEB 23 2024 MANUFACTURED BY: (2]ROOF BEAM [2)ROOF BEAM 6" 457 N. Broadway, 6 _ ' Joshua, TX 76058 [413]TUBE PEAK BRACE. 10' 2.A 1-866-730-9865 A.PEAK BRACE TUBE [4]PEAK BRACE 3 B TUDE ENGINEERED BY: A.WELDED PEAK BRACE [2]ROOF BEAM A&A ENGINEERING �. CIVIL-STRUCTURAL [21ROOF DRAWING INFORMATION BEAM MAX.6'-0" 2.B °. (41 PEAK BRACE— PROJECT: 24, Wlde . CHANNEL 3 B LOCATION: STATE OF WASHINGTON 13.CHANNEL PEAK BRACE PROJECTNO.: 233-24-0431 [41 PEAK BRACE-ATTACH W/(2) SHEET TITLE: [231 FASTENERS E.S.(TOTAL 4 EACH PEAK BRACE DETAILS�1 END).MAINTAIN MIR V EDGE SCALE:NTS FRAME DETAILS P15TANCE AND SPACING SHEET NO.: B.PEAK BRACE CHANNEL CHECKED BY: OAA DATE: /25/24 PEAK BRACE CONNECTION DETA(L5� LEGAL INFORMATION SCALE:NTS ANY DUPUCATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTW OF THE LAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OP 155UE. (6]6"LG.CONNECTOR SLEEVE. FIELD BOLT W/[23]FASTENERS SEAL: -SEE TABLE 3-13.3 FOR NO. [t]COLUMN P05T AB U+y FASTENERS REQD. N V J A O TADLE 3-13.1: PEAK GRACE SCHEDULE • r • ••• ► ► (3]BASE RAIL �� "i 0 735/ ❑140 T0180 Ya'RET.20 6' 10' TMP' k 90/61 10' 10' BASE DETAIL --" 40277 w� SCALE:NT5 TABLE 3-8.2:KNEE BRACE SCHEDULE TABLE 3-6.3 FASTENER SCHEDULE �GISTF, r - r -a SI ONA L E� ❑UP TO 8' 24" Cl 105 TO 125 4 7❑9'T012' 36" Cl 130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED t1"FOR LEVELING. MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND STAMP EXPIRY:NOV 9 2024 0 160 TO 180 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: FEB 23 2024 MANUFACTURED BY: TABLE 4:FRAME SPACING CHART/SCHEDULE GROUND 0 ENCLOSED BUILDINGS OPEN BUILDINGSSNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) Q► LOAD(PSI) 0105 ❑115 0130 0140 0155 0165 0150 0105 ❑115 0130 0140 0155 0165 0180 E 30/20 60 60 54/60 54 42 42 36 48 48 48 42 1 36 30 24 u • 0 40/27 48/60 48/60 42/60 42/54 42 42 36 42 42 42 42 36 30 24 0 50/34 40/48 40/48 40/45 40/48 40/42 40/42 36 30 30 30 30 30 30 24 Q� • 0 60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 24 • 070147 30 30 30 30 30 30 30 24 24 24 24 24 24 24 457 N. Broadway, • 080/54 24 24 24 24 24 24 24 24 24 18 18 18 18 18 Joshua,TX 76058 ❑90/61 --- --- --- --- --- --- --- --- --- --- --- --- - -- 1-866-730-9865 ❑30120 60 60 54/60 54 48 42/48 42 54 54 48154 42/54 36148 36 30 ❑40/27 48/60 48/60 42/60 42/54 42/48 42148 42 42 42 42 42 36/42 36 30 ENGINEERED BY: • ❑50/34 40/45 40/48 40/45 40/48 40/48 40148 40/42 36 36 36 36 36 36 30 • 0 60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 30 di • ❑70/47 30 30 30 30 30 30 30 24 24 24 24 24 24 24 ❑80154 24 24 24 24 24 24 24 24 24 24 24 24 24 24 AAA ENGIN CRRL•STRUCCURALURAL ❑90161 --- - - --- --- --- --- --- -- - - - - - --- ❑30/20 60 60 54/60 54 48 42148 42 60 54/60 48/60 42/54 36/45 36/42 36 DRAWING INFORMATION 0 40/27 48/60 48160 42/60 42/54 42/48 42/48 42 48 48 42/45 42/48 36/4& 36/42 36 • PROJECT: 24' Wide 050/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 40/42 40/42 40/42 1 40/42 36/42 36 36 SHINGTON ❑60/41 36 36 36 36 36 36 36 36 36 36 36 36 36 30 LocATION: STATE F WA 0 70/47 30 30 30 30 30 30 30 30 30 30 30 30 30 30 PROJECT No.: 233-24-0431 080/54 24 24 24 24 24 24 24 24 24 24 24 24 24 24 SHEETTITLE: -- --- --- --- --- --- SFACING SCHEDULES NOTES: &ENCLOSURE NOTES_ 1. FRAME 5PACING5 ARE IN UNITS OF INCHES(IN). 2. WHERE TWO VALUES ARE SHOWN,THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL ROOF SHEATHING SHEET NO.: 4/ 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED 15 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. A CHECKED BY: OAA DATE:1/25/24 ENCLOSURE CLASSIFICATION: "" % �' ��� LEGAL INFORMATION 1. ENCLOSED BUILDING=ALL 4 WALLS FULLY ENCLOSED WITH DOORS/WINDOWS=USE ! i �/j OR ENCLOSED BUILDING SPACING CHART. - ', / /i ANY D STRICTLY FORBOF IDDEN. 9 DRAWING IN DOING 5 WILL / / / i j , � //,./ PART IS 5TRICRY FORBIDDEN.ANYONE DOING hE WILL •-/ j BE PROSECLRED UNDERTFIE FULL EXIENf OF TtiE LAW. 2. OPEN BUILDING=ALL 4 WALLS FULLY OPEN=USE OPEN BUILDING SPACING CHART. \ %/�O i i/ / DRAWING5 VAUD UP TO I YEAR FROM DATE OP155UE. 3. 3FT PARTIALLY ENCLOSED=BOTH END-WALLS FULLY OPEN,WITH BOTH SIDE-WALLS ONLY '',� j / SEAL: 3FT ENCLOSED=USE OPEN BUILDING SPACING CHART. \ i 4. PARTIALLY ENCLOSED=BOTH END-WALLS FULLY OPEN,WITH BOTH SIDE-WALLS i P+' A B U`Y ENCL05ED MORE THAN 3FT=START WITH OPEN BUILDING SPACING CHART AND THEN �4 WA REDUCE SPACING BY 6"• TYP.ENCLOSED BUILDING TYP.OPEN 13UILPING 5. 3 SIDED ENCLOSED=ALL WALLS ARE ENCLOSED EXCEPT FOR 1 END-WALL=START WITH SCALE:NT5 SCALE:Nf5 ENCLOSED BUILDING SPACING+THE OPEN END FRAME MUST HAVE EITHER A GABLED END � Z OR HAVE DOUBLED WELDED LEGS&ROOF. 10' Co LG(4]PEAK 6. FOR ALL SHEATHING ENCLOSURES NOT LISTED ABOVE,REFER TO SHEET 5 FOR SPACING V 12" BRACE-DBL ALONG AND DESIGN REQUIREMENTS. I iV V-12" ROOF STITCH WELD j^r ✓3 J...., L1., GENERAL NOTES: s' V-12" �'� 40277 i°'12" 1. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0".THIS CAN BE INCREASED 's LISTER BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. (2)[1]COLUMN POSTS- `SZONAL 'e;�x 2. BUILDINGS WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO STITCH WELDED SUPPORT THE PARTIALLY ENCLOSED END WALL.(SEE FIGURE A ON SHEET 5). TYP.OPEN END WALL ON 3 STAMP EXPIRY:NOV 9 2024 3. ALL BUILDINGS WITH AN OPEN END WALL MUST HAVE A 10'-0"TUBE PEAK BRACE. SIDE ENCLOSED BUILDING DATESIGNED: FEB 23 2024 SCALE:NrS TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE MANUFACTURED BY: GROUND SNOW/ - FRAME ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) 0140155 165 180 Q► y LOAD(P5F) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 0 5'0" 60 48 36 30 24 24 18 1 0 30/20 54 148 1 42156 30 24 124 36 30 24 18 18 12 12 11 4'-6" 60 60 48 42 36 30 24 0 40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 11 4'-0" 60 60 54 54 42 36 30 0 50/34 40 40 40 36 30 24 24 24 24 24 18 18 12 12 ❑3'-6" 60 60 54 54 46 42 42 • 0 60/41 36 36 36 36 30 24 24 18 18 18 18 16 12 12 02'-0 TO 3'-O" 60 60 54 54 48 42 42 70/47 32 32 32 32 30 24 24 18 18 18 18 16 12 12 NOTES: 457 N. Broadway, Cl 80/54 30 30 30 30 30 24 24 18 18 18 1 18 18 1 12 1 12 1. GIRT SPACING UNITS ARE IN INCHES. Joshua,TX 76058 090161 24 24 1 24 24 1 24 1 24 24 12 12 12 1 12 12 12 12 2. THIS SCHEDULE 15 TO BE USED FOR BOTH 14GA AND 18 GA PURLINS. 1-866-730-9865 ❑30/20 54 48 42 42 1 36 30 30 48 361 ,30 1 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED ❑40/27 42 42 42 42 36 30 30 42 36 30 24 18 18 12 FROM TABLE 4. ENGINEERED BY: 13 50/34 40 40 40 40 36 30 30 30 30 30 24 18 18 12 0 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12 i 11 70/47 32 32 32 32 32 30 30 24 24 24 24 18 18 1 12 080154 32 32 1 32 32 32 1 30 301 1B 18 18 18 18 18 1 12 ;' �i�% A&A ENGINEERING ❑ 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 '' i//, MILL•SMUCTURAL ❑30/20 54 48 42 42136 36 30 54 4b 36 30 24 24 18 - �/ DRAWING INFORMATION ❑40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 \\ OPDEN OF,PARTIAL E WALLS PROJECT: 24'Wide 0 50/34 40 40 40 40 36 36 30 40 40 36 30 24 24 18 (1) ENCLOSED 1160141 36 36 36 36 36 361 ,30 36 36 36 30 24 24 18 END WALL DIAGONAL GRACING LOCATION:STATE OF WASHINGTON 070147 32 32 32 1 32 32 32 30 30 30 30 30 24 24 18 FIGURE A I AT ENCLOSED END WALL PROJECT NO.: 233-24-0431 ❑80/54 32 32 1 32 1 32 32 32 30 24 24 1 24 1 24 24 24 1 18 i� � SHEET TITLE: 090161 30 30 30 30 30 30 30 24 24124 24 24 24 18 i j PURLIN&GIRT ❑30l 20 54 48 42 42 36 36 30 54 48 142 42 36 30 30 \ i//, �/%% SPACING SCHEDULES 0 40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 \ i ❑50/34 40 40 40 40 36 36 3040 40 40 40 36 30 30 SHEET NO.: 511 ❑ 60/41 36 36 36 36 36 36 30 36 36 36 36 36 30 30 ./ SIDE WALLS 0 70/47 32 32 32 32 32 32 3032 32 32 32 32 30 30 PARTIAL DATE:1/25/24 END WALLS DIAGONAL GRACING CHECKED BY: OAA ❑80/54 32 32 32 32 32 32 30 32 32 32 1 32 32 30 30 FIGURE B AT PARTIAL END WALL LEGAL INFORMATION 0 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 ! OR 030120 54 48 42 42 36 36 30 54 4& 42 42 36 36 30 r 1 DUPLICATION BI 1DENH15 DRAWING IN WHOLE WILL '/� i; PART LS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE PR05ECUIED UNDER THE PULL narmr OP THE LAW. 040127 42 42 42 42 1 36 36 30 42 42 42 42 36 36 30 " . DRAWINGS VAUD UP TO I YEAR FROM DATE OP 155UE. • ❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 3O ENCLOSED \ �i SEAL 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 (1) �' • SIDE WALL A B ,tj Y ❑70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 Q+ • 0 80/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 WAS `Q ❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 3p PARTIAL DIAGONAL GRACING Q' O� I� END WALL FIGURE C AT PARTIAL END WALL O �•�{� :_-." ",� � NOTES: i i� ru Z 1. PURLIN SPACING UNITS ARE IN INCHES. � f~ f 2. FRAME SPACING NEEDS TO GE DETERMINED FROM TABLE 4. /• �j `n ++'�i IRREGULAR BUILDING NOTES: PARTIAL 1. FIGURES A,B,C&D ON THE RIGHT INDICATE EXAMPLES OF IRREGULAR BUILDINGS. \ END WALL �� .% PARTIALLY Q 40277 ` 2. FOR IRREGULAR BUILDINGS,FRAME SPACING MUST BE REDUCED DY 6"FROM OPEN BUILDING SPACING TABLE.SEE SHEET EN�CL05ED C�'�,��GISTECy 4 FOR OPEN BUILDING TABLE. SIDE FIGURE D DIAGONALA ING WALLS A L SIQN 3. SITE SPECIFICS MAY ALLOW FOR ALTERNATIVE SPACING. AT PARTIAL END WALL STAMP EXPIRY:NOV 9 2024 4. IRREGULAR BUILDING&BUILDINGS W/MORE THAN 2 SIDE OPENINGS MUST HAVE A 1O'TUBE PEAK BRACE ON ALL FRAMES. DATE SIGNED: FEB 23 2024 [8]PURLINS GFr GENERAL SHEATHING NOTES: MANUFACTURED BY: -P 'fie 1. REGULAR STYLE BUILDINGS CAN °o ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2, A-FRAME STYLE BUILDINGS CAN HAVE ANY COMBINATION OF 2 HORIZONTAL OR VERTICAL 6 SHEATHING ON ROOFS AND WALLS. © 3, BOTH HORIZONTAL AND VERTICALS ROOF SHEATHING CAN HAVE MAX. 457 N. Broadway, 6"OVERHANG. ,JOShUa,TX 76058 4. USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME 1-866-730-9865 I I010m G SPACING.SEE NOTE 2 UNDER 1 OK d TABLE 4. ENGINEERED BY: 600 w 5. VERTICAL SHEATHING ' 3 RECOMMENDED FOR 5UILDING5 39 [9)G1RT5 OR LONGER ❑TYP. HORIZONTAL SHEATHING TYP.VERTICAL SHEATHING A&A CIVIENG�INEERING SCALE:NTS UCTURAL SCALE:NTS DRAWING INFORMATION 1 EDGE LAP PROJECT: 24' Wide 301• LOCATION:STATE OF WASHINGTON ty � PROJECT No: 233-24-0431 SIDE LAP 0, e ` \p,Q SKEETTITLE: MIN.(1)[23] �;� 0 SEE TABLE 2.2 SHEATHING OPTIONSe FOR '. FASTENER SCHEDULE �- ELSEWHERE [101 SHEATHING [10]SHEATHING [ti]END ATTACH PURLINS TO SHEET NO: 6 1 ]1 �f.'0„ CORNER SEE TABL 2.2 FOR WALL P05T ROOF BEAMS Wl(2) CHECKED BY:OAA DATE: 1/25/24 E FASTENER SCHEDULE [23]FASTENERS LEGAL INFORMATION E OR TYP. SHEATHING FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING PETAIL�� ROOF YERTIC[ F51 THING DETAIL�� +15STRI STRICTATION LY FmisowYONEDOIG IN NG OVA + n PART IS STRICRY FORBIDDEN.ANYONE DOING 50 WILL SCALE:NTS SCALE:Nr5 SCALE:NTS BE PROSECUTED UNDER THE FULL WENT OF THE LAW. DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: ATTACH GIRT5 TO POSTS A B U� [16](4)ANGLE CLIP.SECURE TO W/(2)[23]FASTENERS �� OV WA DOOR POST AND EASE RAIL W/(4)[23]FASTENERS E.S. [10]SHEATHING 0 I O cn [10]SHEATHING�� • Z i �ssjGNA L SEE TABLE 2.2 FOR J SEE CABLE 2.2 FOR �0� �� 40277 A5TENER SCHEDULE FASTENER SCHEDULE �� GISTER [9A]END-WALL GIRTS [9]GIRTS ' ❑WALL VERTICAL SHEATHING-TUBE PETAILr--1 ❑WALL VERTICAL SHEATHING-HAT CHANNEL PETAILr,1 STAMP EXPIRY: NOV 9 2024 SCALE:NTS SCALE:NT5 DATE SIGNED: FEB 23 2024 MANUFACTURED BY: e Z 5 / 6 / 7-15 - �\ /! MAX.3-CUT FRAMES 7-D MAX.1 CUT FRAMES \�v A 457 N. Broadway, Joshua,TX 76058 1-866-730-9865 01 31 / 7 1 // ENGINEERED BY: j 7-13 7_13 7-D INS b 2 \�/ 2 A&A ENGINEERING CIVIL•STRUCTURAL DRAWING INFORMATION PROJECT: 24' Wide CLEAR DAY EACH SIDE OF OVERHEAD DOOR OPENING&AT CLEAR DAY EACH SIDE OF LOCATION: STATE OF WASHINGTON BUILDING CORNERS OVERHEAD DOOR OPENING&AT PROJECT NO.: 233-24-0431 ❑SIDE WALL OYERHEAD DOOR OPENINGS DUILDING CORNERS SHEETTITLE: SCALE:NTS SIDE WALL OVERHEAD DOOR OPENINGS SIDE WALL FRAMING WITH TRUSS STYLE HEADER &OPENNGS SCALE:Nr5 SHEETNO.: 7-A / 11 CHECKED BY:QAA DATE:1/25/24 SIDE WALL FRAMING NOTES: LEGAL INFORMATION -ANY DUPLICATION OF THIS OLE OR 4 1. TRU55-STYLE HEADERS ARE REQUIRED FOR WHERE THE PAKrIS5TRICTLYFORBI DENOANYON2 NRAWINGIDOING50 WILL OF:THE LAW. 7-D GROUND SNOW LOAD 15 40 P5F OR GREATER. DKAAWING5VALID Ur TO ER I YYEAARFROOM DATE Or ISSUE. A7-DTOFITWINPOW 2. DESIGNS AND DETAILS SHOWN HERE ARE APPLICADLE TO SEAL: BOTH REGULAR AND A-FRAME STYLE BUILDINGS. 3. MAX.HEIGHT OF SIDE WALL OVERHEAD DOOR OPENINGS 15 P. AB U. 2 FT LESS THAN THE EAVE HEIGHT. �4 01 WAS 4. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. � A SERVICE DOOR(S) 5. MIR 1 CLEAR DAY MUST DE MAINTAINED BETWEEN ANY 2 (,, r 0 TO DE LOCATED OVERHEAD DOOR OPENINGS.A CLEAR DAY 15 A SPACE PERCUSTOMER BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR REQUIREMENTS OPENINGS.OPENING SIZED 6. MIN.1 CLEAR DAY MUST ALSO DE MAINTAINED FROM THE 7� 40277 DUILDING CORNERS. -&GISTS��' t� 7. SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR ❑SIDE WALL SERVICE DOOR /WINDOW OPENINGS DAYS OR ANY WHERE ELSE AS NEEDED. �SSIpNAL SCALE:Nr5 STAMP EXPIRY:NOV 9 2024 DATE SIGNED: FEB 23 2024 MANUFACTURED BY: [� [6]6"LG.CONNECTOR r`9 [12]DOOR POST SLEEVE.FIELD DOLT W/ [6]6"LG.CONNECTOR [15]WINDOW FRAMING [t]COLUMN POSTVFA ERS SEE SLEEVE.FIELD DOLT W/ ABOVE HEADER FOR NO.OF [23]FASTENERS-SEE READ.LADLE 3 0.3 FOR N0.OF (16)ANGLE CLIP.SECURE YzTyr.FASTENERS READ. TO COLUMN POST AND[5JBASE RAIL HEADER W/(4) [23JBLE HEADER t X"RET. FASTENERS E.5. 457 N. Broadway, TYP. Joshua,TX 76058 DOOR PO5T 80T.�CONN. DETAIL TYP.WINDOW FRAMING(' 5CALF-NrS � CONN. DETAIL COLUMN POST Ai30VE DBL. O 1-866-730-9865 SCALE:Nr5 DOOR HEADER CONN. DETAIL 3 ENGINEERED BY: SCALE:Nr5 i i i L—J I1I HILL-11.✓LVVI\L I 7-' COLUMN POST AND HEADER A&A ENGINEFI2ING [1]COLUMN POST W/(4)#3 TEK5 SDS E.S. CIVIL,•STRUCTURAL [15]ANGLE CLIP.SECURE TO • Yz'RET. C15]ANGLE CLIP.SECURE COLUMN POST AND HEADER TYP. DRAWING INFORMATION�^ TO COLUMN POST AND W/(4)[233 FASTENERS E.S. [13]SINGLE HEADER PROJECT: 24' Wide SERVICE DOOR/WINDOW -UPPER CHORD FRAMING W/(4) (23] LOCATION: STATE OF WASHINGTON FASTENERS E.S. [14]DOUBLE HEADER N PROJECT NO.: 233-24-0431 0 0 [22]TRUSS SNEETTITLE: e' 1"-12" SPACER ° ° [15]SERVICE DOOR/ 8, 1"-V-1 MAX 20"O.C. SIDE WALL FRAMING WINDOW FRAMING a XTyrT• 1 COLUMN P05T DETAILS TYP. [13]SINGLE HEADER [] [1]COLUMN POST -LOWER CHORD X"RET. SHEET NO.: 7-B / 11 TYP.SERVICE DOOR/W(NDOW [12]DOOR POST [6]6"LG.CONNECTOR �,. TYP. FRAMING CONN. DETAIL 4 SLEEVE.FIELD BOLT W/ [23]FASTENERS-SEE [12]DOOR POST [6]6"LG.GONNEGTOR CHECKED BY: OAA DATE:1/25/24 SCALE:Nr5 TADLE 3-D.3 FOR NO.OF SLEEVE.FIELD DOLT W/ FASTENERS READ. [251 FASTENERS-SEE LEGAL INFORMATION COLUMN POST ABOVE DBL. a TABLE3-13.3FOP,NO.OF -ADUPUCATIoNorTHISDRAWNGINWHOLEOR FASTENERS READ. PART 15 STRICRYFORBIDDEN.ANYONE DOING 50 WIIL DOOR HEADER CONN.DETAIL ERPRosECIIIEDUNDERTt1Eft1LLEXfEM OFTFiELAW. COLUMN POSTA50VETRU55� DRAWINGSVAUDUPTOIYFNCFROMDATEOF155UE. SCALE:NrS 6 DOOR HEADER CONN. DETAIL SEAL: T� [6]6"LG.CONNECTOR SCALE:NT5 [1]COLUMN POST ABOVE HEADER SLEEVE.FIELD DOLT W/ W ASNI r [23]FASTENERS-SEE �� 0 Ya'PET. TABLE 3-D.3 FOR NO.OF O `t +� TYP. ^ FASTENERS REQD. oo 0 [221 TRUSS [13)SINGLE HEADER ' Z SPACER- N -UPPER&LOWER MAX 20"O.G. CHORDS s. Yz'RET. �� �, 40277 �441 rlP. kGISTO'- COLUMN POST AI30VE TRUSSti �s`SIGNAL DOOR HEADER CONN. DETAIL STAMP EXPIRY:NOV 9 2024 SCALE:Nr5 DATE SIGNED: FEB 23 2024 MANUFACTURED BY: 9 4 8-D 8 ` � 8-D SEE TADLE&-&I FOR MAX. MIN.12" [20]GADLE BRACE END WALL POST SPACING jI RNER OFFSET 4 ag N 2 SEE TADLE 8-A.1 FOR MAX &D i &-D END WALL P05T SPACING 457 N. Broadway, 5 5� /// 12.5 Joshua,TX 76058 aD oQ� '\ 5-13 1-866-730-9865 oho\° ENGINEERED BY: CORNER I D OFFSET oil ,o pI 2 1 � vQ MIN.12"BETWEEN I OPENINGS ❑END WALL GADLE5 A&A ENGINEERING SCALE:Nf5 CIVILISTRUCTURAL DRAWING INFORMATION f4END WALL OVERHEAD DOOR OPENINGS PROJECT: 24'Wide 5CALE:Nis 11 4 LOCATION: STATE OF WASHINGTON SEE TADLE 8-A.1 FOR MAX. f END WALL POST SPACING PRorecrNo.: 233-24-0431 to [20]GABLE BRACE &g SHEETTITLE: �i 12.A 9 END WALL FRAMING � &D SEE TADLE&-Al FOR MAX" &-A / 11 END WALL POST SPACING I SHEET NO.; 6 a-13 %/ CHECKED BY: OAA DATE:1/25/24 4 II(( LEGAL INFORMATION III -ANY DUPUCATION OF TH15 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE DRAWAWG5 VALID UP TOECUTED UNDER THE MAI I WEAR FROM DATE OF 155UE. GABLE BRACING NOTE r a g III SEE NOTE 4 2N OF Thf LAW. � SEAL: - 1. GA13LE BRACE 15 ONLY > REQUIRED FOR PARTIALLY OPENING SIZED , A B U, ENCLOSED END WALLS(END TO FIT WINDOW PARTIAL END WALL FRAMING St' WAS WALL POSTS ARE NOT Q+ QV 'W, T SCALE:NrS ANCHORED TO THE GROUND), SERVICE DOOR(5)TO DE TADLE&-A.1:END WALL POST 2. FULLY ENCLOSED OR OPEN LOCATED PER CUSTOMER SPACING SCHEDULE �� I , Z END WALLS DO NOT REQUIRE REQUIREMENTS �s+ GABLE BRACING. MEND WALL SERVICE DOOR AND WINDOW OPENINGS SCALE:NT5 2L—All � END WALL FRAMING NOTES: ❑ 105 5' 5' S' p 4 '� 0277 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. ❑ 115 5' 5' 4.5' 9 �W S, 2. MIN.12"CLEARANCE MUST DE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR SERVICE DOOR) ❑ 130 4.5' 4.5' 4' �G'ISTER�' Gti� AND FROM CORNERS. ❑ 140 45' 4.5' 3` SI�1VA T 3. SERVICE DOORS AND WINDOWS CAN DE PLACED AS NEEDED. ❑ 155 1 4' 1 4' 2.5' 4. DIAGONAL DRACES NEED TO DE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL ❑165-1&0 3.5' 3Y 2' STAMP EXPIRY:NOV 9 2024 DRACE CONNECTION DETAILS. DATE SIGNED: FEB 23 2024 [12]DOOR POST [3]SIDE WALL BASE RAIL MANUFACTURED BY: [17]STRAIGHT BRACKET. [1]COLUMN POST [11]END WALL POST 16)ANGLE BRACKET. SECURE TO DOOR C� [ (4)AND BASE RAIL W/(4) [6J 6"LG. SECURE TO DOOR POST [231 FASTENERS CONNECTOR SLEEVE [16]ANGLE BRACKET.SECURE AND BA5E RAIL W/(4) (FLAT CLIP INSTALLED TO DOOR POST AND BASE RAIL [23]FASTENERS FROM INSIDE) [16)ANGLE BRACKET.SECURE W/(4) [23]FASTENERS E.S. (31 BASE RAIL TO DOOR POST AND BA5E RAIL DOOR POST BASE RAIL CONN. DETAIL(-,- W/(4) [231 FASTENERS [3]BA5E RAIL SCALE:NTS [3]END WALL BASE RAIL END WALL POST- BASE RAIL CONN_DETAIL 3 [2]ROOF BEAM CORNER DETAI 2 scALE:NrS 457 N. Broadway, SCALE:Nr5 [17]STRAIGHT BRACKET.SECURE flil[ll] [tl]END WALL P05T Joshua, TX 76058 TO DOOR POST AND BASE RAIL161 ANGLE BRACKET.SECURE ABOVE HEADER 1-866-730-9865 W/(O AN FASTENERSTO DOOR P05T AND BASE RAIL (FLAT G4)LIP INSTALLED FROM /(4) [23)FASTENER5 E.5. [15)ANGLE CLIP. ENGINEERED BY: OST INSIDE) END WALL POST SECURE S DOOR 1(4) AND BASE RAIL W/(4) OR rr127�DOOR POST [23]FASTENERS E.S. END WALL POST-ROOF BEAM CONN. DETAIL SCALE Nr5 4 (131 SINGLE HEADER A&A ENGINEERING [11)END WALL POST > [ll]END WALL POST > END WALL POST ABOVE HEADER CONN. DETA10 cn'n.'sraucruRAL [151 ANGLE CLIP.SECURE TO [15]ANGLE CLIP.SECURE TO SCALE:NT5 DRAWING INFORMATION END WALL POST AND DOOR/ [15]ANGLE CLIP.SECURE TO WINDOW FRAMING Wl(4) DOOR P05T AND BASE RAIL HEADER AND COLUMN POST PROJECT: 24' Wide (23]FASTENERS E.S. W/(4)[23]FASTENERS E.S. W/(4) (23)FASTENERS E.5. LOCATION• STATE OF WASHINGTON [15]SERVICE DOOR/ PROJECT NO.: 233-24-0431 WINDOW FRAMING SHEETTME: TYP. SERVICE DOOR/WINDOW [13)SINGLE HEADER [13]SINGLE HEADER END WALL FRAMING FRAMING CONN. DETAIL 6 HEADER-END WALL POST CONN. DETAIL 7 SCALE NT5 SCALE:N(5 DETAIL 5 [11]END WALL POST k,,5-7 14 DOUBLE HEADER [11)END WALL POST--'� [11)COLUMN POST AT CORNER SHEET NO.: P05T ABOVE HEADER [15]ANGLE CLIP.SECURE TO GABLE HEADER-CORNER POST CONN. DETAIG (15]ANGLE CLIP. DOOR POST AND BASE RAIL SCALE:NT5 V CHECKED BY: OAA DATE:1/25/24 SECURE TO DOOR POST W/(4)[241 FASTENERS E.S. LEGAL INFORMATION AND BASE RAIL W/(4) (23]FASTENERS E.5. [14]DOUBLE HEADER [20]GABLE -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL 1'-12" [2]ROOF BEAMS BRACE BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -12" 8 V-12" -DRAWING5 VAUD UP TO 1 YEAR FROM DATE OF ISSUE. �• 1"-12" [17]ANGLE CLIPS 2 EACH SEAL: END-TOTAL 4.SECURE TO k B(j` T� END WALL POST ABOVE DOUBLE DOUBLE HEADER-END WALLS ROOF BEAMS W/ (4)[23] 1 HEADER CONN. DETAIL J POST CONN. DETAIL "� FASTENERS E.5. 4� �� W ASI�I SCALE:NTS SCALE:NT5 TYP.GABLE BRACE CONN. DETAi1.�,1 A4' SCALE:NTS 0 Vie , [20]GABLE BRACE [11]END WALL POST ABOVE GABLE HEADER GABLE BRACING NOTE [11]END WALL POST ' ABOVE GABLE HEADER [17]ANGLE CLIPS 2 EACH 1 GABLE BRACE 15 ONLY ,°I END TOTAL 4.SECURE REQUIRED FOR PARTIALLY `A 40277 [20]GABLE TO GABLE HEADER W1(4) ENCLOSED END WALL5(END Or{, 6"50.X 14GA PLATE SECURE TO GISTF, BRACE POST AND GABLE BRACE W/(5) [23]FASTENERS E.S. WALL POSTS ARE NOT �'S.s Cy [23]FASTENERS AS SHOWN E.S. DETAIL B4 ANCHORED TO THE GROUND). jONA L DETAIL A [131 SINGLE HEADER 2 FULLY ENCLOSED OR OPEN GABLE BRACE-END WALL CONN. DETAIL�) END WALLS DO NOT REQUIRE STAMP EXPIRY:NOV 9 2024 SCALE:NT5 �`' GABLE BRACING. DATE SIGNED: FEB 23 2024 MANUFACTURED BY: NON-FLUSH CONCRETE SLAB FOUNDATION NOTES: 1. THE LENGTH AND WIDTH OF THE SLAB SHALL+6"GREATER(3"GAP AROUND BUILDING PERIMETER ON ALL 4 SIDES)THAN THE I FOOT PRINT OF THE BUILDING TO ALLOW ANCHOR EDGE DISTANCE. _ CONTROL r — /I JOINTS 2. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN (SEE NOTE 3) FROST DEPTH SPECIFIED PER LOCAL CODE. _ 3. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMIT MAX.SLAB SPANS TO 20'IN EACH DIRECTION. 4. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN.OF 1500 PSF. 5. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 DAYS. I" ; ; -��� 1 i� ; , 457 N. Broadway, 6. IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TO ——,7/--------v Joshua TX 76058 i f'�--- ' ' im --I---'�/ � SECURE AND VERIFY ALL DESIGN DETAILS PRIOR TO STARTING ANY �� NON-FLUSH 1-866-730-9865 WORK. ' �� Yi i OPTION ENGINEERED BY: NOTE:ANY FOUNDATION POURED PRIOR TO BUILDING DEPARTMENTS 1 - ---------:I -- k 3"GAP IS APPROVAL OF THESE GENERICS,IS CONSIDERED"BY OTHERS",AND IT'S �� �I REQUIRED BETWEEN DESIGN IS NO LONGER CERTIFIABLE BY THIS ENGINEER OF RECORD. I ; ___,_�! BUILDING AND ----------- SLAB EDGE A&AENGRIEEMG CIVIL•STRUCI•LTRAL ------------- ANCHORAGE NOTES: MONOLITHIC CONCRETE SLAB l. ANCHORS ARE TO BE CONCRETE WEDGE OR EXPANSION ANCHORS. (WITH TURNDOWN) DRAWING INFORMATION 2. MIN.EMBEDMENT DEPTH TO BE 3". NON-FLUSH CONCRETE SLAB PROJECT: 24' Wide 3. MINIMUM SPACING BETWEEN TWO ADJACENT ANCHORS TO BE 4". SCALE:NTS LOCATION: STATE OF WASHINGTON 4. ANCHORS TO BE SPACED NO MORE THAN 6"FROM POSTS. TABLE 11:ANCHORAGE SCHEDULE PROJECTNO: 233-24-0431 5. REF.TABLE 11 FOR ANCHORAGE SCHEDULE. - •' SHEETTITLE: IN LOCATIONS REQUIRING TWO ANCHORS DUE TO WIND,ONE FOUNDATION OPTION 1: ANCHOR IS TO BE ON EACH SIDE OF THE COLUMN POST. 0105 TO 135 (1) 1/2"0 X 7" CONCRETE SLAB AT MINIMUM,1 CONCRETE ANCHOR SHALL BE LOCATED NEXT TO EVERY ENCLOSED 0136 TO 180 (2) 1/2"0 X 7" POST AND 1 ANCHOR ON EITHER SIDE OF OPENINGS. 0105 TO 135 (1) 1/2"0 X 7" SHEET NO.: 11-A / 11 -AT MINIMUM,2 ANCHORS SHALL BE INSTALLED AT CORNERS OF OPEN 0136 TO 180 (2) 1/2"O X 7" ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH BASE RAIL. CHECKED BY:OAA DATE:1/25/24 SLOG.LINE BLDG.LINE LEGAL INFORMATION -ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR ANCHOR I _ COL.POST ANCHOR _ COL.POST PAKr 15 5TRIMY FORBIDDEN.ANYONE DOING 50 WILL (MAX 6"FROM POST) ry NOT FLUSH (MAX 6"FROM POST) ry NOT FLUSH BE FR05ECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWING5 VAUD UP TO I YEAR FROM DATE OF 155UC. COW.RAIL 3"GAP CONT.RAIL 3"GAP SEAL: MIN.4" ' MIN.4" A B U.��/ CONE.SLAB REINF.W/ E'D CONE.SUB REINF.W/ I E D T �' O ASk7� 6X6-W2.OXW2.0WOR 6X6-W2.OXW2.0WWF I OR 3"x I Yi' OR ' 3"x 1" #3 @ 1S'C/C E.W. BEVEL #3 @ IS"C/C E.W. I NOTCH T15LAB __ 5% �� 10' O a � c FNGZ UNDISTURBED GRADE OR Nl a UNDISTURBED GRADE OR 7rWoTo COMPACTED ENG.FILL ` COMPACTED ENG.FILL6" 6 40277 �w (2)#4 CONT. (2)#4 CONT. 12" 12" O 3"X 1 Y2'BEVEL 03"X 1"NOTCH NA LY NON-FLUSH/OFfSET PERIMETER DETAIL STAMP EXPIRY: NOV 92024 SCALE:NTS DATE SIGNED: FEB 23 2024 PLANNING RECEIVED JUL 12 2014 615 by, Alder Street RECEIVED JUL 12 2024 615 W. Alder Street S�f j`) P� f o` �c o p o S,� j y� -s P 3�1 I Ad �00 e� � I 50 \I SC D 3Lt t+p ern� 5 0 I -1 twqp v7 p'y (Me e \ Pec:� ,1 3118 J1 1 811 t3 ( dS. E,