HomeMy WebLinkAbout18821 Crown Ridge Blvd_BLD2673_2026 GITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:18821 Crown Ridge Blvd Permit#:2673
Parcel#:31051300300600 Valuation:35400.00
OWNER APPLICANT CONTRACTOR
Name:ARLINGTON SCHOOL DIST#16 Name:Arlington School District Name:HCI Steel Buildings
Address:315 N FRENCH Address:315 N.French Ave Address: 17833 59th Avenue NE,#C
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-460-8913 Phone:360-403-4900
LIC:HCISTSB864DE EXP:03/05/2020
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Commercial New CODE YEAR: 2015
STORIES: I CONST.TYPE:
DWELLING UNITS: OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and cpqdc_pl City of Arlin-ton
AfAXAf
Signal re Print Name Date Released By Datc
CONDITIONS
Adhere to approved plans. Call for inspections.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
8/5/2019 Building Permit Fee $739.30
8/5/2019 Building Plan Review Fee $480.55
8/5/2019 Processing/Technology Fee $25.00
8/5/2019 State Surcharge-Commercial $25.00
Total Due: $1,269.85
Total Payment: $1,269.85
Balance Due: $0.00
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
4.
I
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II
Permit Information
Date 7/18/2019
Permit Number 2673
Project Name ASD Storage Shed
Applicant Name Arlington School District
Applicant Address 315 N. French Ave
City,State,Zip Arlington,WA 98223
Contact Brian Lewis
Phone 360-460-8913
Email blewis@asd.wednet.edu
Permit Type Commercial New
Site Address 18821 Crown Ridge Blvd
Valuation 35400.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories 0
Proposed Use Metal Storage Building
MIC/Opportunity Zone
Assigned To Raelynn Jones
Property
Owner
Parcel Address Legal Owner Phone Zoning
31051300300600 18821 CROWN RIDGE ARLINGTON SCHOOL DIST 681 Nursery,Primary&Secondary
BLVD #16 School
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
I-ICI Steel Buildings rFed Wheeler 60-403-4900 ed@hcisteelbuildings.com CONTRACTOR PICISTSB864DE
Review
Date Type Description I Target Date Completed Date Assigned To I Status
7/18/2019 commercial Accessory Structure /1/2019 IBuilding Pn Review
Fees
Fee Description Notes Amount
Building Permit Fee 322.10.00.00 $739.30
Building Plan Review Fee 345.83.00.00 $480.55
Processing/Technology Fee 341.43.00.02 $25.00
State Surcharge-Commercial 386.00.01.00 $25.00
Total $1269.85
Payments
Date Paid By Amount Description Payment Type Accepted B
7/18/2019 rlington School District $1,269.851352 heck aelynn Jones
2:13:07 PM
Total $1.269.85 Amount Outstanding:$0.00
Uploaded Files Upload File
Date File Uploaded B
7/18/2019 11:44:13 AM 2673 Structural plans.pdf Jones,Rael nn
7/18/2019 11:44:12 AM 2673 Application and Site Plan.pdf Jones.Rael nn 'C
' Search L&I
Labor •
Safety&Health 9 Claims&Insurance 15 Workplace Rights 0 Trades&Licensing
Washington State Department of
" Labor & Industries
HCI STEEL BUILDING LLC
Owner or tradesperson PO BOX 912
Principals MUKILTEO,WA 98275
WHEELER,THEODORE L,PARTNER/MEMBER 360-403-4900
SNOHOMISH County
ZABARYLA-WHEELER,
EWA,PARTNER/MEMBER
WHEELER,THEODORE L,AGENT
Doing business as
HCI STEEL BUILDING LLC
WA UBI No. Business type
603 179 682 Limited Liability Company
Certifications & Endorsements
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
HCISTSB864DE
Effective—expiration
03/05/2014—03/05/2020
Bond
Wesco Insurance Co $12,000.00
Bond account no.
46W BO31099
Received by L&I Effective date
03/05/2014 02/27/2014
Expiration date
Until Canceled
Insurance
Ohio Security Ins Co $1,000,000.00
Policy no.
BKS55311814
Received by L&I Effective date
09/12/2018 10123/2013
Expiration date
10/19/2019
Insurance history
Savings Help us improve
No savings accounts during the previous 6 y-,period.
period.
Lawsuits against the bond or savings
No lawsuits against the bond or as accounts during the previous 6 year period.
L81 Tax debts
No L81 tax debts are recorded for this contractor license during the previous 6 year period,but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Public Works Requirements
Workplace safety and health
,Mnhinyfgn 81810 Daps.1111,111101 6 11VftI31(ti .Utah of qtm alle vL eilDjm to me taws of thn 5IHIa tN waBhillp'.
Help us improve
Y
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community&Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
Name of Project: "Lob
Project Address: ►"S `�-Z f C1Z0wr1 3-V fl 421 Inc, n; G✓�9- 9�'��3
Special Inspection Firm:
Address: li.1114+
Contact Person: I IAA W15 Phone: ��d Z3�
Email: ���w�5 R 5 off. 1✓P�NPf ��K
Special Inspection Firm Special Inspectors: /�
The Special inspection Firm of Ai /�t' will perform special inspection for
the following types of work (separate forms must be 61ibmitted if more than one firm is to be employed).
( ) Reinforced Concrete
( ) Bolting in Concrete
( ) Pre-stressed Concrete
( ) Shotcrete
( ) Structural Masonry
( ) Structural Steel and Welding
( ) High-Strength Bolting
( ) Spray-Applied Fireproofing
( ) Smoke-Control Systems
( ) Other Specify
All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection
is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume
must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will
not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved.
A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall
be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections
and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be
detailed on a discrepancy report and presented to the building department.
A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that
inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda.
Any unresolved discrepancies must be detailed in the final report.
The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible
to the City of Arlington Building Division in the performance of the required work.
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City
Inspector.The contractor shall maintain all daily inspections reports, on site, for review.
Received
REV 2015 Page 8 of 9 JUL 16 2019
�L,b sul3
� l l O�
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
� lj1YG O Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is
responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved
by the City Inspector.
Building Division:
The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the
approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and
shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals
are ohtained,prior to work shown on the revisions being performed.
Owner:
The project owner,or the architect or engineer acting as the owners agent, shall employ the special inspector or agency.
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may
void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would
need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may
result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved.
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner: �2 t(Mr.TDN Sc 1&0� (?J 5�I e°- lVc) /b Date: -7Ll �
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described
property will be in accordance with the laws, rules and regulation of the State of Washington.
Applicants Signature 454c"
AMC- a/t o F
TZIgl9�' �(",I 12 2AT7GV -el
? /S
Print Applicants Name Date
FOR STAFF USE ONLY Received
JUL 16 2019
Permit# Accepted By Amount Received Receipt# Date Received
REV 2015 Page 9 of 9
G'JiY Df'
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
f'vG,`O Department of Community&Economic Development
City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551
THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE
IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S
STATEMENT OF INTENDED USE.
Name of Project: STV-(z 44, 5#— f7 Valuation
Project Address:
Parcel ID#: Legal Description
Owner: Itt1214/l44Tbff P/57721CT- Phone Number:
Address: 3/57 /V �2E�✓Cyr �1`YE City: State: W4- Zip Code: q g:2-Z3
Applicant: 541W— Phone Number:
Cell Phone: E-mail:
Address: City: State: Zip Code-
General Contractor: kA�y S7-p-EZ_ 3 U/i-OIN4nS Phone Number: 360^ q03�(X 1
Cell Phone: E-mail:
Address: /7$33 597W As'F- ME' City: AiZZ-,'/V,ryw State: Wl+- Zip Code:
Contractors License Number: AM-1 57-�S 03,?(. q DE' Expiration:
Contact Person: (31z/,44/✓ Phone Number:
Cell Phone: E-mail:
Address: ,S► AK A6 A-Z , City: State: Zip Code:
Proposed Scope of Work: A- 13 u «f7f17/�
I, 160 Pr2Mle-1 -
REV 2015 Page 6 of 9
GY�Y Oj
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
��I,ING O Department of Community&Economic Development
City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone (360)403-3551
Project Name/Tenant
Site Address Bldg/Unit/Suite 73tP,4r—
IBC Construction Type IBC, Occupancy Type
Description of Use S7aP—A&E-
Building Square Footage 600 Number of Stories l
Square Footage Per Floor &00
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids(tanks, piping etc...)
❑ Hazardous materials
❑ High piled/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft)
Provide details nn any of the ahove checked items
Installation, changes, modifications or removal of any of the above may require additional submittals,
information, or permits during the plan review or construction process.
Statement of Special Inspection
REV 2015 Page 7 of 9
STANDARD COVER QUOTE
17833 59th Ave NE,Suite C Office:(360)403-4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
• - • • I.II III ' " ' I " � I ICI i I I I I '
www.hcisteelbuildings.com ❑ Delivery ® Install ❑ Pick up ❑ Ship ❑ Kit Only
Quote Valid for 30 days Quote* 060619-CG-1 Referral Source: Previous Customer
TODAY'S DATE: 6/6/2019 CONTACT NAME: Brian Lewis/Arlington High School
PROJECT NAME: 20x30x12 A-Frame Vertical PHONE: 360-618-6238
SITE ADDRESS: 18821 Crown Ridge Blvd, EMAIL: blewis@asd.wednet.edu
Arlington,WA 98223 BILLING ADDRESS 315 North French Ave
Arlington,WA 98223
UPGRADE COLORS ROOF PANELS- WALL PANELS- TRIM-
Description of Items QTY PRICE EA U/M TOTAL PRICE NOTES
STRUCTURE-14GA 2.5"X2.5" TUBE
20x30x12 A-Frame Vertical 26ga 3:12 5'OC 1 $4,229.00 EA $4,229.00
ROW OF SKYLITE PANELS-16' EACH 2 $81.00 EA $162.00
DRIP STOP-ROOF&WALLS 1700 $1.25 EA $2,125.00
PANELS 29GA ROOF PANELS INCLUDED(WHITE)
10'ADDITIONAL TRIM- DOORS 5 $68.40 EA $342.00
ENCLOSED SIDEWALL 2 $683.50 EA $1,367.00
ENCLOSED ENDWALL 2 $1,182.00 EA $2,364.00
OPTIONAL UPGRADE TO 26 GAUGE PANELS(HEAVIER 1 $385.00 EA $385.00
PANEL) W/CHOICE OF COLORS
DOORS/WINDOWS/MISC
ROLL-UP DOOR- 10x10 CHAIN HOIST w/PREP 1 $1,350.00 EA $1,350.00
PERSONAL DOOR-Galvanized threshhold 1 $675.00 EA $675.00
2x3 WINDOW 1 $403.00 EA $403.00
ADDITIONAL FRAMING MATERIAL(LF)-DOORS 50 $5.40 LF $270.00
HARDWARE
ASPHALT/GROUND ANCHORS 14 $17.00 EA $238.00
PREVAILING WAGE ADD 1 $18,489.60 EA $18,489.60
SUBTOTAL EA 32,399.60
SALES TAX-Code# 3101 1 9.20% EA 2,980.76
GRAND TOTAL 35,380.36
40% DEPOSIT AMOUNT 1 40.00% 1 1 14,152.15
BUILDING MUST BE WATER TIGHT
Print: '?2 (,v Date: e.,
Sign:
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MANUFACTURED BY:
17833 59TH AVE NE, SUITE C
-_ ARLINGTON, WA 98223
(360) 403-4900
REGULAR / A FR A M E ENGINEERED BY:
I II ' f
20 —0 WIDE G
A A ENGINT;r.RIN
CAR PORT STYLE DUILDINGS C� STRUCTURAL >-
591 I llcnnusaucc Place,Suiic 11 01'01aJa,0114304
TO.419.292.1983•Fa.,419.292.0955
DESIGN NOTES DESIGN CRITERIA smly"I'a-C11
01cem-co11
1. ALL CONSTRUCTION SHALL DE PROVIDED IN ACCORDANCE PREVAILING CODE: WSDC (15C 2015) DRAWING INFORMATION
USE GROUP: U(CARPORTS, DARNS)
WITH IDC 2015,OSHA,RISC 360,AISI 100,ASCE 7-10,AW5D S
R15K CATEGORY: I DRAWING INDEX PROJECT: TA WIDE BUILDINGS
1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 1 DEAD LOAD (D) D=4 PSF COVER SHEET ------ 1 LOCATION: STATE OF WASHfNGTON uJ
2. DA5E CONNECTIONS SHALL DE PROVIDED AS SHOWN ON 2, ROOF LIVE/SNOW LOAD (Lr) SCHEDULES& MEMDER- PROJECTNO.: 320-19-0365
FOUNDATION DETAILS SHEET. Lr=20-61 PSF 2 SHEET TITLE:
(AS PER SNOW LOAD SECTIONS L�
3. ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME SEE TADLE 4) FRAME SECTIONS & DETAILS ------ 3-A, 3-D COVER SHEET
MAY DE SUDSTITUTED WITH MATERIAL EQUAL OR EXCEEDING 3• SNOW LOAD (5)
GROUND SNOW LOAD Pg=20-90 PSF SPACING SCHEDULES - SHEET NO.:
ORIGINAL. IMPORTANCE FACTOR 15=0.8 & ENCLOSURE NOTES ------ 4
4. ALL SHOP CONNECTIONS SHALL DE WELDED CONNECTIONS. THERMAL FACTOR Ct=1.2 SCHEDULES _-_-- 5 DRAWN BY: LAK DATE: 3/4/19 Z
EXPOSURE FACTOR Cc=1.0 PURLIN&GIRT SCHE CHECKED BY: OAA DATE: 3/4/19
5. ALL FIELD CONNECTIONS SHALL DE#12X 1 SDS (ESR-2196 ROOF SLOPE FACTOR Cs= 1.0 SHEATHING OPTIONS 6 h+* �, o W
4. WIND LOAD (W)
OR EQ) LEGAL INFORMATION W N� O
DA51C WIND SPEED VULT =105-1&0 MPH 51DE WALL FRAMING MY DUPLICATION OF T1115 DRAWING IN W1
1OLE OR ;5; Q iE>- I--
6. STEEL SHEATHING SHALL DE 29GA.CORRUGATED GALV. EXPOSURE C & OPENINGS 7 PART IS 5 CUTE Y FORBIDDEN-T EN.ANYONE DOING 50 WILL ►� H O m W
DE PROSECUTED UNDER THE FULL DCTI:Ni Or THE LAW. H � �., 2 0 W
OR PAINTED STEEL- MAIN RIB HT.3/4"(FY=SOKSI)OR EQ. 5• SEISMIC LOAD(E) DRAWING5 VALID UP TO I YEAR FROM DATE Or-155UE, Q > m P LU la-
DESIGN CATEGORY D END WALL FRAMING w O ¢OO Z
7. ALL STRUCTURAL LIGHT GAUGE TUDING AND CHANNELS IMPORTANCE FACTOR Ie=1.00 ------ 8-A,8-D SEAL: ❑ „ w IL
&OPENINGS � �. O
SHALL DE GRADE 50 STEEL. ------ 9 P'' A B U`�' Z n' ¢ Z
LOAD COMDINATION5: CORNER DRACING DETAILS w _ Q. �; =w p
8. STRUCTURAL TUDE T521/2"X21/2"-14GA.IS EQUIVALENT 1, D+(Lr OR S) ------ 10 W S� c� ❑ v Lu —
2. D+(0.6W OR t0.7E) OPTIONAL LEAN-TO ADDITION Q I I Q O z
TO T52 1/4 X2 1/4 -12GA AND EITHER ONE MAY DE USED IN -__ Z Z)
3. D+0.75 (0.6W OR t0.7E)+0.75(Lr OR S) FOUNDATION OPTIONS --- 11 A TO O �� �� m m
LIEU OF THE OTHER. 4. 0.60+(0.6W OR t03E)
9. ALL PE51GN CRITERIA MUST DE INCREASED TO THE NEXT
HIGHER INCREMENT BASED ON THE TABLES ON PAGE 4.NO
INTERPOLATION IS ALLOWED. � 40277 0
CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY �(31
[3 A-FRAME NOTICE SSIGNAL ��G I�e,��l�/
Arlington High School GROUND SNOW: WIDTH: FRAME TYPE:
OWNER: ed
❑ REGULAR DATE OF ROOF LIVE LOAD: LENGTH: MAR 05 2020 (�
ENCLOSURE
ADDRESS: EXPIRATION: JUL IS 201J
315 North French Ave ❑ FULL
❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 11/0912020
TYPE' VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: MAR 05 20'19 'i/LD SU-I�
Arlington, WA 98223 BASIC WIND SPEED: HEIGHT: [3 OPEN
TABLE 2.1: MEMBER PROPERTIES MANUFACTURED BY:
1 COLUMN POST 2.5"X 2.5"X 14GA TUBE 1 N ccv D
2 ROOF BEAM 2.5"X 2.5"X 14GA TUBE 1
3 BASE RAIL 2.5"X 22'X 14GA TUBE
4 PEAK BRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS=14GA THICKNESS=12GA �m� >vra
5 KNEE BRACES 2.5"X 1.5"14GA CHANNEL 4 2.5" X 2.5" 14GA TUB - 2.25" X 2.25" 12GA TUBE
6 CONNECTOR SLEEVE 2.25"X 2.25"X 12GA TUBE 2 SCALE:NTS SCALE;NTS 2 17833 59TH AVE NE, SUITE C
7 BASE ANGLE 2"X 2"X 3"LG.3/16"ANGLE 10 ARLI NGTON, WA 98223
8 PURLIN 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 (360) 403-4900
9 GIRT 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 N In I I
9A OPT.END WALL GIRT 2.5"X 1.5"14GA CHANNEL 1 ENGINEERED BY:
10 SHEATHING 29 GA CORRUGATED SHEET 8 2" 2.5"
11 END WALL P05T 2.5"X 2.5"X 14GA TUBE 1 THICKNESS-14GA THICKNE55=14GA gig
12 DOOR Posr 2.5"x 2.5"X 14GA TUBE 1 2" X 2" 14GA TUBE 2.5"X 1.5" 14GA CHANNEL
13 SINGLE HEADER 2.5"X 2.5"X 14GA TUBE 1 SCALE:NITS 3 O A&A ENGINEERIN SCALE:NTS G
c117L,sTRUC rURAL
14 DOUBLE HEADER DBL.2.5"X 21T X 14GA TUBE 1 5911 Renaissance Place,Snide B•Toledo,OH 43623
SERVICE DOOR/WINDOW Tel.419-292-1983•Fax.419-292-0955
15 FRAMING 2.5"X 2.5"X 14GA TUBE 1 1.50"
16 ANGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 7 DRAWING INFORMATION
17 STRAIGHT BRACKET 2"X 2"X 4"LIS.14GA PLATE 6 PROJECT: 20'-0" WE BUILDINGS
18 PB SUPPORT 25'X 2.5"X 14GA TUBE 1 c- LOCATION: STATE OF WASHINGTON
13 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3
20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 PROJECT No.: 320-19-0365
= /
21 DB BRACKET 2.25"X 225"X 6"LG.14GA ANGLE 9 THICKNESS 18GA 14GA SHEET TITLE.
SCHEDULES &
22 TRUSS SPACER 2.5"X 25'X 14GA TUBE 1 4.25"X 1.5"X 18GA/ 14GA O
#12 x 1"SELF-DRILL 5CKEW5(E5K 2196 OR HAT CHANNEL 5 MEMBER SECTIONS
23 ALL FASTENERS E(� W/""'PRENE/STEEL WASHER F
SCALE:Nr5
SHEET NO: 2/ 11
TABLE 2.2: SHEATHING FASTENER SCHEDULE --
o - DRAWN BY: LAK DATE: 3/4/19
CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE ° N ° -- - -
mmialm 6"C/C MIN.1 41"C/C 9"C/C ItCHECKED BY: OAA DATE: 3/4/19
0
FASTENER TYPE:#12X1"SELF DR1LL SCREWS(ESR-2196 OR EQ)W/ V LEGAL INFORMATION
NEOPRENE/STEEL WASHER �Ilq
" -ANY DUPLICATION OF TH15 DRAWING IN W1101L OR
�, PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL
k
SEE TYP.SHEATHING FASTENER SCHEDULE DIAGRAM ON PAGE 6. 2 UE PR05ECUTED UNDER THE FULL EXTENT OF THE IAW.
THICKNESS=14GA THICKNESS=14GA DRAVANG5 WARD UP TO I YEAR FROM DATE OF ISSUE.
TABL 29.3: GAUGE THICKN 4SS 12 STRAIGHT BRACKET 6 ANGLE BRACKET
SEAL:
SCALE:NTS SCALE:NTS 7 A B T r 0,0135 0.049 o.OP�3 0.109
ov W A
inn 9 N
p I N C/a '2a
6,, 3 0 40277
3611
THICKNESS 29GA THICKNESS=14GA= THICKNESS=3/16" NUN A L
29 GA CORRUGATED SHEATHING DB BRACKL"T 9 BASE ANGLE 10
SCALE:NTS SCALE:NT5 SCALE:NTS DATE EXPIRES: 11/09/2020
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
4
3-B
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___ -_-_ V[6]
12 17833 59TH AVE NE, SUITE C
`---^------[4]PEAKBRAGE-SEE •'"[2]ROOF BEAM TABLE KB.1 FOR LENGTH ARLINGTON, WA 98223
[2)ROOF BEAM (360) 403-4900
[5]KNEE BRACE-SEETABLE 3-8.2 FOR LENGTH
[5]KNEE BRACE-ATTACH W1 ENGINEERED BY:(2)[23]FASTENERS E.S. '[11 COLUMN POST
CONNECTOR SLEEVE-
FIELD BOLT W/ [23]FASTENERS A,&A ENGINEERING
E.S.-SEE TABLE 3-8.3 FOR NO.OF CIVIL-STRUCTURAL.
FASTENERS REQD. 5911 Reiuvssauce Place,Sidte B•Toledo,OH 43623
Tel,41D-292-1983 0 Far.•119-292.0955
[3]BASE RAIL 3-B [1]COLUMN POST "Im..na-cngiuccn.cont
DRAWING INFORMATION
' PROJECT: 20'-0"WIDE BUILDINGS
19'9 v2„ A.'A'-FRAME= LOCATION: STATE OF WASHINGTON
TYP. A-FRAME SECTION PROJECT NO.: 320-19-0365
SCALE:Nis SHEET TITLE:
FRAME SECTIONS &
3 DETAILS
1.B ^----------_ --- -- ~I 12 SHEET NO.: 3-A/ 11
3 3 12 DRAWN BY: LAK DATE: 3/4/19
--_--- ._------- -- ��e CHECKED BY: OAA DATE: 3/4/19
- I I [4]PEAK BRACE-SEE / LEGAL INFORMATION
1 7[2]ROOF BEAM TABLE 3-D.1 FOR LENGTH �-
2 ROOF BEAM ANY DUPLICATION OF T11I5 DRAWING IN WHOLE OR
[5]KNEE BRACE-SEE I —[ ] PART 15 5'TRICILY FORDIDDEN.ANYONE DOING 50 W111,
BE PR05ECUTED UNDER T11E FUIL EXTENT OF THE LAW.
TABLE 3 B.2 FOR LENGTH DRAWiNG5 VALID UP TO I YEAR FROM DATE OF ISSUE.
[5]KNEE BRACE-ATTACH W1 SEAL:
Q (2)[23]FASTENERS E.S. A B 0j,
N [1]COLUMN POST W A S `�&
[6]8"LIS.CONNECTOR SLEEVE- ��c{, j�G
FIELD BOLT W1[23]FASTENERS >s
E.S.-SEE TABLE 3-13.3 FOR NO.
3 OF FASTENERS REQD. vJ
[3]BASE RAIL 3•B [1]COLUMN POST
-- B. REGULAR-FRAME 4�0277
���GrSTE���
TYP- REGULAR FRAME SECTION EAVE DETAIL , SSION n L
SCALE.Ni
SCALE:NTS
DATE EXPIRES: 11/09/2020
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
[2]ROOF BEAM
[2]ROOF BEAM IWXXZ.L 8 Lw
17833 59TH AVE NE, SUITE C
ARLINGTON, WA 98223
[415]TUBE PEAK BRACE- I (360) 403-4900
LD ATTACH WITH 1/8"WE X
6"LONG E.S. 10' 2.A
[4B]PEAK BRACE ENGINEERED BY:
A. PEAK BRACE TUBE
TUBE 3"E3
[] A.WELDED PEAK BRACE 000
[2]ROOF BEAM
A&A ENGINEERING
CR'IL•STRUCTURAL
591 l Renai sauce Place,Sidle B•'foledo,OH 43623
Tel.419-292-1983 0 F"419-292-0955
mmaatngineerstom
[2]ROOF BEAM MAX 6' 2-3 DRAWING INFORMATION
[4A]PEAK BRACE
CHANNEL PROJECT: 20'-0" WIDE BUILDINGS
�� ❑ 5.GFUINNEL PEAK BRACE ---
LOCATION: STATE OF WASHINGTON
PROJECT NO,: 320-19-0365
[4] PEAK 5RACE—ATTACH W/(2) PEAK BRACE DETAILS SHEET TITLE:
[23]FASTENERS E.S.(TOTAL 4 EACH SCALE:NT5
END).MAINTAIN MIN.1"EDGE FRAME DETAILS
DISTANCE AND 5PACING
SHEET NO.: 3-B/ 11
B.PEAK BRACE CHANNEL -
DRAWN BY: LAK DATE: 3/4/19
PEAK BRACE CONNECTION DETAILS CHECKED BY: OAA DATE: 3/4/19
SCALE:NTS
LEGAL INFORMATION
ANY DUPLICATION OP T1115 DRAWING IN V4101.E OR
PART 15 STRICIT_Y FORBIDDEN.ANYONt DOING 50 WILL
[6]6"LG.CONNECTOR SLEEVE BE PROSECUTED UNUtR THE FULL EXTENT Of THE IAW.
FIELD BOLT W/[23]FASTENERS DRAWING5 VAUD UP TO I YEAR FKOM DATE Of 155Ut.
—SEE TABLE 3-13.3 FOR N0.OF [11 COLUMN P05T SEAL:
FASTENERS READ. A B
TABLE 3--8.1: PEAK BRACE SCHEDULE ,� ��, tc
[3]BASE RAIL 0
❑105 T0130 ❑140 T0180 C/)
❑30/20 6' 10'
035/25TO90/61 10, 10' BASE PETAI 'O
TAB --8 LE 3 .2: KNEE BRACE SCHEDULE TABLE 3 SCALE:Nf5-8.3 FASTENER SCHEDULE 40277 kw�
pxdkmlm It GIs'IF E?-�
❑UP TO 8' 24" 13105 TO 125 4 sS�GN A L
❑9'TO 12' 36" 11130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED�1" FOR LEVELING.
❑160 TO 180 8 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 11/09/2020
AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. -
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
TABLE 4: FRAME SPACING SCHEDULE
GROUND ► s - 01111111
�� r
SNOW/ WIND SPEED(MPH) WIND SPEED(MPH)
ROOF LIVE
LOAD('SF) 0105 p 115 0130 0140 0155 0165 0180 0105 ❑115 0130 ❑140 0155 0165 0180
030/20 60 60 54/60 54 42 36 36 60 54/60 48/60 42/54 36/42 36 36 ���,g�pM�g u.o
0 40/27 48/60 48/60 42160 42/54 42 36 36 48 48 42/48 42/48 36/42 17833 59TH AVE NE, SUITE C
0 50/34 40/48 40/48 40/413 40/48 40/42 36 36 40/42 40/42 40/42 40/42 36/42 36 36
Af l_I NGTON, WA 98223
0 60/41 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 36 36 36
0 70/47 32/36 32/36 32/36 32/36 32/36 32/36 30 30 30 30 30 30 30 30 (360) 403-4900
O 80/54 30 30 30 30 30 30 30 24 24 24 24 24 24 24
❑90/61 24 24 24 24 24 24 24 18 18 18 18 18 18 18 ENGINEERED BY:
❑30/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/48 36/42 '
0 40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48/54 48/54 42/54 42/54 36/48 36/48 36/42
0 50/34 40/48 40/48 40/48 40148 40/48 40/48 40/42 40/42 40142 40/42 40/42 36/42 36/42 36/42
0 60/41 36/42 36142 36142 36/42 36/42 36/42 36/42 36 36 36 36 36 '� A&A ENGINEERING
0 70/47 32/56 32/36 32/36 32/36 1 32/36 32/36 32/36 30 30 30 30 30 30 30 CIVIL s 9't RUCnJRAL
30 30 30 30 30 30 30 .5011 Rr.jQjj$AjWA Place,Suite n•Toledo,011 4M23
0 80/54 30 30 30 30 30 30 30 Tel,d I s1271.1989 a Far. 11 0-2924955
0 90/61 24 24 24 24 24 24 24 24 24 24 24 24 24 24 www,naeuwineeis.coni
030/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36148 36/48 36/42 DRAWING INFORMATION
0 40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48/60 48/60 42/60 1 42/54 36/48 36/48 36/42 PROJECT: 20'-0" WIDE BUILDANGS
0 50/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 40/48 40148 40/48 40/48 36/48 36/48 36/42 -—
❑60/41 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36142 36/42 36/42 36/42 LOCATION:
STATE of wASHINGTON
O 70/47 32/36 32/36 32/36 32M 32136 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 PROJECT NO.: 320-19--0365
0130/54 30 30 30 30 30 30 30 30 30 30 30 30 30 30 SHEET TIn E:
❑90/6} 24 24 24 24 24 24 24 24 24 24 24 24 24 z4 SPACING SCHEDULES
NOTES: _ & ENCLOSURE NOTES
1. FRAME SPACINGS ARE 1N UNITS OF INCHES ON).
2. WHERE TWO VALUES ARE SHOWN.THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL 51 IEATHING. SHEET NO.: 4/ 11
3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(P5F).WIND SPEED 15 3 5EC.GUST IN MILES PER HOUR (MPH). DRAWN BY: 1,AKDATE: 3/4/19
4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER (MORE STRINGENT)VALUE HAS TO 13E USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED.
CHECKED BY: OAA DATE: 3/4/19
LEGAL INFORMATION
ANY OUPUCA110N OF ThI`'i DRAWING IN W11011 Oy
PART 15 51R1GII.Y FORBIDOCN.ANYONE IX)ING'X)WIII
BE PR05LCUI[v UNLXR'I11E FULL WtNT OP TIiC UAW.
DRAWING`1 VA1II)UP TO I YW FROM DATE Of ISSUE.
SEAL:
ABA
Ov W A
GENERAL ENCLOSURE NOT F 5: TYP. ENCLOSED DUILDING TYP. OPEN B_ UILDING Allct, • t, . C,
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. SCALE:NT5 SCALE:NTS 0 ? A 1,
2 THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0".THIS CAN DE INCREASED ! O
DY ADDING A DOUBLE FRAME AT THE CENTER TO DREAK THE LENGTH OF THE BUILDING. C
3. FOR ENCLOSED DUILDINGS,ONE END WALL CAN DE OPEN IF THE OTHER END WALL IS 1D LG[4J PEAK
}-8r BRACE-D6L ALONG
ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GADLE FRAMING(SEE SHEET 8A)OR A -8-�1�- ROOF STITCH WE
d x
DOUBLE END FRAME-SEE TYP.OPEN END WALL ON 3 SIDE ENCLOSED DUILDING. „ O �40277 0 �w
4. DUILDINGS WITH AN OPEN END WALL MUST HAVE A 10' PEAK 13RACE ON ALL FRAMES.
p � •1�
5. OPEN DUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS UP TO 3'ENCLOSED. `
S 0
6. ENCLOSED DUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL (2) }]COLUMN POSTS✓ �� �InN AL E�
DRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL.SEE SHEET 9 FOR TYPICAL STITCH WELDED
BRACING DETAILS. TYP. OPEN END WALL ON 3 DATE EXPIRES: 11/0912020 _
SIDE ENCLOSED BUILDING DATEBIONED: MAR 05 2019
5C:ALE:NTS
TABLE 5.1: PURLIN SPACING SCHEDULE TADLF 5.2:GIRT SPACING SCHEDULE MANUFACTURED BY:
GROUND mom
SNOW/
ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH)
LOAD(PSF) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑5�-C� 60 48 36 3O 24 24 18
105 115 130 140 155 165 1P0 105 115 130 140 155 165 18p
13 30/20 54 148142 36 30124 24 36 .30124 18 18 12 12 ❑42-G, 60 60 48 42 36 30 d
❑ 40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 ❑,"' 60 60 54 54 42 36 Wig BtTaXm G s raa
050/34 4o 4o 4o 36 3o 24 24 24 24 24 18 18 12 12 0V-6" 60 60 54 54 48 42 17833 59TH AVE NE SUITE C
❑ 60/41 36 36 36 . 36 30 24 24 18 18 18 16 18 12 12 ❑Z-aTOa-a, 60 60 54 54 48 42 ARLINGTON, WA�98223
0 70/47 32 32 32 32 30 _24 24 _18 18 18 18 1 18 1 12 12 1 NOTE5:❑ (360) 403-4900
80/54 30 30 30 30 30 24 24 18 18 18 18 18 12 12 1. GIRT SPACING UNITS ARE IN INCHES.
❑ 90/61 24 24 24 24 24 24 24 12 12 1 12 12 1 12 1 12 12 2• THIS SCHEDULE IS TO 13E USED FOR BOTH
❑30/20 54 48 , 42 42136 30 30 48 36130 24 1 16 18 12 14GA AND 18 GA PURLINS. ENGINEERED BY: — -
3. FRAME SPACING NEEDS TO BE DETERMINED
13 40/27 42 42 42 42 36 30 30 42 36 30 24 18 18 12 FROM TABLE 4.
❑50/34 40 40 40 40 36 30 30 30 30 30 24 18 18 Y>
❑ 6O/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12
❑ 70/47 32 32 32 32 32 30 30 24 24 24 24 18 18 12 A&A ENGINEERING
❑80/54 32 32 32 32 1 52130 30 18 18 16 18 18 18 12 C►AL•STRUCTUR"
6911 Renaissance Plato,Suite B a Toledo,OH 43628
❑ 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 Tel.419•292-19m a Fu.419-292-Oni
❑30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 wow=ejWmcri.com
❑ 40/27 42 42 42 42 36 36 30 42 42 36 3o 24 24 18 DRAWING INFORMATION
❑50/34 40 40 40 40 36 36 30 40 40 13630 24 24 18 PROJECT: 2C-O" W(DE_DUILDING 5
❑ 60/41 36 36 36 36 36 36 30 36 36136 30 24 24 18 LocAT1oN; STATE OF WASHiNGTON
0 70/47 52 32 32 32 32 32 30 30 30 30 30 24 24 18
13 80/54 32 32 32 32 32 32 30 24 24 24 24 24 24 16 PROJECT NO.: 320-19-0365
090161 30 30 30 30 30 30 30 24 24 24 24 24 24 18 SHEET TITEE
❑3 PURLIN & GIRT
0/20 54 48 42 42 36 36 30 54 46 42 42 36 30 30
❑ 40/27 42 42 42 42 36 36 30 42 421 42 42 36 30 30 _ SPACING SCHEDULES
050134 40 40 40140 36 36 30 40 40 40 40 36 30 30 SHEETNO.: 5/ 11
0 60/41 36 36 36 36 36 36 1 30 36 36 36 36 36 30 301 -
0 70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 DRAWN BY: LAK DATE: 3/-1'/19
❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 30 30 CHECKED BY: OAA DATE: 3/4/19
1390161 30 30 30 30 30 30 30 30 30 30160 30 301301 LEGAL INFORMATION
❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 130 1 ANY DUPUCATION OF THI5 DRAWING IN WHOLE OR
PART'15 51RICTLY FOKBIDDFN.ANYONE DOING 50 WII1.
❑40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 13F PR05ECllltD UNDER THE FULL EXTtNl OF THE LAW.
❑50/34 40 4O 40 40 36 36 30 40 40 40 40 36 36 ORAWINCS VALID UP TO I YEAR FROM DATE(W 15,i11L.
❑ 60/41 36 36 36 36 36 36 3036 36 36 36366 36 30 SEAL:
0 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 AB
❑80/54 32 321321 32 32 32 30 &2. 32 32 32 32 32 30 W A�'
❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30130 30 4' OV �I�,
NOTES: ,
1. PURLIN SPACING UNITS ARE IN INCHES. 2 .
2. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4.
t-C
40277
t�` Crg•I•>rR� ti�
ssION A L v�G
DATE EXPIRES; 11/09/2020
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
S
[8]PURLINS
sr s, GENERAL_SHEATHING NOTES:
f% 1. REGULAR STYLE BUILDING5 CAN
ONLY HAVE HORIZONTAL.
\ SHEATHING ON ROOF AND WALLS. FoMmummD +.o
2 2. A-FRAME STYLE BUILDINGS CAN
6 HAVE ANY COMBINATION OF 17833 59TH AVE NE, SUITE C
HORIZONTAL OR VERTICAL ARLINGTON, WA 98223
SHEATHING ON ROOFS AND WALLS. (360) 403-4900
3, BOTH HORIZONTAL AND VERTICALS
1010 ROOF SHEATHING CAN HAVE MAX. _—_
6"OVERHANG. ENGINEERED BY:
4. U51NG VERTICAL SHEATHING MAY
1 I I a ALLOW FOR GREATER FRAME
6 ►�i SPACING. SEE NOTE 2 UNDER
3 TABLE 4. A&A ENGINEERING
CngL-STRUCTURAL.
6 [9]GIRT5 3911 Renaisswee Phce,Sssile B.Tokao,Of 1 13623
1'c1.d19wvvw 983• ee 119.49213955
1-1 TYP. HORIZONTAL SHEATHING
-- ❑TYP. VERTICAL SHEATHING ��t�KA�lT
SCALE:NT9
SCALE:Nr5 • DRAWING INFORMATION
EDGE LAP `� \ • ` PROJECT_ 20'-0" WIDE DUILDINGS—
�,• LOCATION: STATE OF WASHINGTON
PROJECT NO.: 320-19-0365
o _ • SHEET TITLE:
SIDE LAPS' ,���Pe \ SHEATHING OPTIONS
MIN.(1)[23] ' ;� d e & DETAILS
e �O • SEE TABLE 22 FOR
FASTENER SCHEDULE
ELSEWHERE SHEET NO.: 6/ 11
� [10]SHEATHING �
DRAWN BY: LAIC DATE: 3/4/19
CORNER [10]SHEATHING [111 END ATTACH PURLINS TO CHECKED BY: OAA DATE: 3/4/19
rig SEE TABLE 2.2 FOR WALL POST ROOF BEAMS W/(2)
[231 FASTENERS [8]PURLINS LEGAL INFORMATION
FASTENER SCHEDULE
-ANY DUl'UCAf1UN OF THIS DRAWING IN W1101E UR
TYP. SHEATHING FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING DETAII-r_,"� ROOF VERTICAL SHEATHING DETAI 2 fw�VUM EI m���rMo�j`�LAw
SCALE:NTS SCALE:HTS SCALE:NITS DRAWINGS VALID UP f0 1 YEAR FROM DATI•OF 19BUE.
SEAL:
ABU, �,
ATTACH GIRTS TO P05T5 O� w As�f j
• W/(2)[231 FA5TENER5
[161 ANGLE CLIP.SECURE TO �� �G�
DOOR P05T AND BASE RAIL '
W/(4)[231 FASTENERS E.S. - [10]SHEATHING - O
[10]SHEATHING •,
• SEE TABLE 2.2 FOR 40277 �4
SEE TABLE 2.2 FOR FASTENER SCHEDULE �' ICI STERN ti�
FASTENER 50HEDULE
10N 1 �
[9A]END-WALL GIRT5 •
[9]GIFTS ' S A
❑WALL VERTICAL SHEATHING - TUDE VETAIL ,,j ❑WALL VERTICAL SHEATHING - HAT CHANNEL DETAll�1 DATE EXPIRES: 11/09/2020
SCALE:NTS SCALE.NTS DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
[12]DOOR POST
[6]6"LG.CONNECTOR
5 SLEEVE.FIELD BOLT W/ [15]WiNDOW FRAMfNG
MAX.2 CUT FRAMES 7 j [23]FASTENERS-SEE
�\ TABLE 348.3 FOR NO.OF
FASTENERS READ. [16]ANGLE CLiP.SECURE wn= El u,o
A TO COLUMN POST AND 17833 59TH AVE NE, SUITE C
/ HEADER W/(4) [23] °
\\t [5]BASE RAiL FASTENERS E.S. ARLINGTON, WA 98223
DOOR POST BOT. CONN. DETAIL TYf. WiNDOW FRAMING (360) 403-4900
1 2
7 7 / SCALE:NTS CONN. DETAIL _
/ 5CALE:NTS ENGINEERED BY-
b [6]6"LG.CONNECTOR
SLEEVE.FIELD DOLT W/
VOVERHEAPPOOROPENING&AT
[23]FASTENERS-SEE
TABLE 3-13.3 FOR NO.OF A&A ENGINEERING
FASTENERS REQD. CIVIL•STRUCTURAL
[1)COLUMN POST 5911 Renaissance PLaee,Sttite B•Toledo,OH 43623
ABOVE HEADER1'el.419-292-1983 s Fax.419-292-0955
CLEAR BAY EACH 510E OF [14]DOUBLE HEADER DRAWING INFORMATION
1/8"FILLET-1-1/2"LG.l012" PROJECT: 20'-0" WiPE BUILDINGS
BUILDING CORNERS C.0 STITCH WELD BOTH
❑SiPE WALL OVERHEAD DOOR OPENINGS SIDES STAGGERED-TYP. LOCATION: STATE OF WASHiNGTON
SCALE:NT5 COLUMN P05T ABOVE DOOK0 PROJECT NO.: 320-19-0365
HEADER CONN. DETAIL 3 SHEET TITLE:
SCALE:NT5 SiPE WALL FRAMING
(151 ANGLE CLIP.SECURE TO
COLUMN POST AND HEADER & OFENiNGS
7 W/(4)[23J FASTENERS E.S. SHEET NO.: 7/ 11
/ [14]DOUBLE HEADER DRAWN BY: LAK DATE: 3/4/19
[15]ANGLE CLIP-SECURE CHECKED BY: OAA DATE: 3/4/19
. �
LEGAL INFORMATION
TO COLUMN POST AND o ANY DUPLICATION OF TH15 DRAW W DRAWING IN HOLE OR
yw SERVICE DOOR/WiNDOW PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL
FRAMING W/(4) [23] UE PROSECUTED UNDER THE PULL TXTENT OF THE LAW.
1/8"FILLET-1-1/2"LG.0 6' DRAWiNG5 VALID UP TO I YEAR FRON,DATE OF 155Uf.
SERVICE POOR(S) FASTENERS E.S. C.0 STITCH WELD BOTH
TO BE LOCATED SIDES STAGGERED-TYP. [1]COLUMN POST SEAL:
PER CUSTOMER
REQUIREMENTO [15]SERVICE DOOR/ [12]DOOR POST [+7J 6"LG.CONNECTOR A B v
2, WINDOW FRAMING W A
OPENING SIZED SLEEVE,FIELD BOLT W/ � OV SI�I f �
7 TO FiT WINDOW [1]COLUMN POST [23]FASTENERS-SEE �Gi
TYP. SERVICE DOOR / WiNDOW TABLE 3-6.3 FOR NO.OFFASTENERS REQD.SIDE WALL SERVICE DOOR / WiNDOW OPENINGS SCALE:NTS FRAMING CONN. DETAIL COLUMN POST ABOVE DOOR 5 '�
5CALE:NT5 HEADER CONN. DETAIL
SIDE WALL FRAMING NOTES: 5GALE:NTS
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. 40277 w�
2. MAX.HEIGHT OF SiPE WALL OVERHEAD DOOR OPENINGS 15 2 FT LESS THAN THE EAVE HEIGHT.
3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. `��4�,��GISTE��4
4. MIN.1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVER DOOR OPENINGS.A CLEAR BAY IS A SPACE jONAL ��
BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS.
5. MiN.1 CLEAR DAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 11/09/2020
6. SERVICE DOORS AND WINDOWS CAN BE PLACED iN CLEAR DAYS OR ANY WHERE ELSE AS NEEDED. DATE SIGNED: MAR 05 2019
i
MANUFACTURED BY:
10
9
aB
0-B
SEE TABLE 8-A.1 FOR MAX.
K� MIN 12" END WALL POST SPACING 8
SEE TABLE 8-A.1 FOR MAX. Ily CORNER //'v P,B V&mmM=UM=nKqG
END WALL POST SPACING OFFSET B III
\III 17833 59TH AVE NE, SUITE C
7 I V 8ii 2 -B \ ARLINGTON, WA 98223
4 a B �
aB I a8 II( (360) 403-4900
B I Q�\J��0� / III ENGINEERED BY:
o°°e 01�� 111
o �`��• () Za.O A&A ENGINEERING
{ CML.•STRUCTURAL
I 5911 Re"aisseuce PLAce,Swle➢•Toledo,OH-13623
MIR " _ l
�� � MIR 12"BETWEEN ❑ END WALL GADLES Tel.419-292-1983•rax.419-292-0955
CORNER Oe� � OPENINGS SCALE:NTS SRVW.�-co&ccrs.com
OFFSET
DRAWING INFORMATION
I ✓ `N
❑ END WALL OVERHEAD DOOR OPENINGS 8 B'��% PROJECT: 20'-0" WIDE BUILDINGS
SCALE:Nr5 j LOCATION:
SEE TABLE 8-Al FOR MAX STATE OF WASHINGTON
L20J GABLE BRAGE -` /%/�
7n�s �-B PROJECT NO.: 320-19-0365
END WALL POST SPACING SEE TABLE 8-A.1 FOR MAX. SHEET TITLE:
END WALL POST SPACING 12
4 I 8-13 END WALL FRAMING —
SHEET NO.: &A/ 11
I( DRAWN BY: L_AK DATE: 3I4I19
8 B g II CHECKED BY: OAA DATE: 3/4/19
�'"B LEGAL INFORMATION
I
-ANY DUPLICATION OF TI115 QRAWING IN Wi10LE OR
II SEE NOTE 4 PART IS 5TR,'Ci1.Y FORBIDDEN-ANYONE DOING 50 WILL
BE P905ECU(ED UNDER THE FULL EXr[Nf Of THE LAW
u I 3 III 0 DRAWtNG5 VALID UP TO I YtAR FROM DATE OF 155UE.
SEAL:
y ABU. �
OPEMNG SIZED �=
To FIT WINDOW ❑ PARTIAL END WALL FRAMING 0� W S.r
SCALE:NTS
SERVICE DOOR(5)TO BE TABLE 8-A.1: END WALL POST O t
LOCATED PER CUSTOMER REQUIREMENTS SPACING SCHEDULE
❑END WALL SERVICE DOOR AND WINDOW OPENINGS t
SCALE:NTS
END WALL FRAMING NOTES: ❑ 1115 5 5' .5'
40277 W
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. ❑ 115 5' S' 4. �'�S 0-1s-1, R��y���
2. MIN.12"CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) ❑ 13O 4.5' 4.5' 4' SIONAL
AND FROM CORNERS. ❑ 140 4.5' 4.5' 3'
3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. ❑ 155 4' 4' 2.5' 20
4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE 5HEET 9 FOR DIAGONAL DATE EXPIRES: 1 7/
❑16�5-180 3.5' 3' 2' OaTESIGNED: MARR 05 05 2019
BRAGE CONNECTION DETAILS.
[12]DOOR POST [11]END WALL POST �. MANUFACTURED BY:
[17]STRAIGHT BRACKET. [15]ANGLE CLiP.SECURE TO 0- -
[11]END WALL POST --
[16]ANGLE BRACKET. SECURE TO DOOR POST END WALL POST AND DOOR/ [15]ANGLE CLiP.SECURE TO
SECURE TO DOOR POST AND BASE RAiL W/(4) WINDOW FRAMING W/(4) DOOR POST AND BASE RAiL
AND BASE RAiL W/(4) [23]FASTENERS [231 FASTENERS ES.
[23]FASTENERS W/(4)[241 FASTENERS E.S.
[31 BASE RAiL [15] SERVICE DOOR/ [141 DOUBLE HEADER -- >�.o
DOOR POST BASE RAiL CONN. DETAIL. WINDOW FRAMING
SCALL:NTS TYP. SERVICE DOOR / WiNDOW 1/8"FILLET-1-1/2"LG.C2a" 17833 59TH AVE NE, SUITE C
C.0 STiTTCH WELD BOTH ARLINGTON, WA 98223
FRAMING CONN. DETAIL 6 SIDES STAGGERED-TYP.
[3]SIDE WALL BASE RAiL SCALE:NT5 DOUBLE HEADER - END WALL 1O (360) 403-4900
[1]COLUMN POST
[11]END WALL POST —- POST CONN. DETAIL
[6]6"LG. [151 ANGLE CLiP.SECURE TO 5CALE:NTS ENGINEERED BY:
CONNECTOR SLEEVE DOOR POST AND BASE RAiL
W/(4)[23]FASTENERS E.S.
[16]ANGLE BRACKET. SECURE -� :�-' J�
TO DOOR POST AND BASE FAiL [2]ROOF BEAMS A&A ENGINFFR)QNG
W/(4) [231 FASTENERS CAIIL•STRUCrURAL
[3]END WALL BASE RAiL [13]SINGLE HEADER • 5911 finiaicsa"cc PUcc,Snitc B•Toledo,OF14a62a
[20]GAf3L- Tel. It9-rw1983 arue Fay.
419-292-0955
CORNER DETAI HEADER - END WALL POST CONN. DETAIL 7 BRACL
SCALE:Nf5 � SCALE:NT5
DRAWING INFORMATION
CH
[11]END WALL P05T [15]ANGLE CLiP.SECURE TO [17J ANGLE CLIPS 2 E TO PROJECT: 2O'-0" WIDE BUILDINGS
END-TOTAL 4.SECURE TO
HEADER AND COLUMN POST ROOF BEAMS W/ (4)[23] LOCATION: STATE OF WASHINGTON
CH
W/(4) [231 FASTENERS E.S. FASTENERS E.s.
[16J ANGLE BRACKET.SECURE PROJECT NO.: 320-19-0365
TO DOOR POST AND BASE RAIL TYP. GABLE DRACE 11 SHEETTITL.E;
W/(4) [23]FASTENERS ES. CONN. DETAIL
[13]SINGLE HEADER 5CALE:NT5 END WALL FRAMING
[3]BASE RAIL [11]END WALL HOST DETAILS
ABOVE GABLE HEADER - -
END WALL POST- BASE SHEET NO.; 8-B/ 11
RAiL CONN. DETAIL 3 [11]COLUMN P05T AT CORNER DRAWN BY: LAK DATE: 3/4/19
5fnit:ms / GABLE HEADER - CORNER - —
a ,• • CHECKED BY: OAA DATE; 3/4/19
[2]ROOF BEAM -� POST CONN. DETAIL -
LEGAL INFORMATION
SCALE;WT5 6"SQ.X 14GA PLATE SECURE T
6 [2O]GABLE ANY DUPUCATION OF TH15 DRAWING IN WHOLE OR
BRACE POST AND GABLE BRACE W/(5) PART 15 5TRICTLY fORDIDDrN.ANnONe DOING So wil
[16]ANGLE BRACKET.SECURE [23]FASTENERS AS SHOWN E-5 HE PR05ECUrtD UNDER THE PULL EXTENT OF THE LAW.
TO DOOR POST AND RASE RAiL DRAWINGS VAUD UP TO I YEAR MOM DATE Of ISSUE.
[17]STRAIGHT BRACKET.SECURE W/ (4) [23]FASTENERS E.S. GABLE DRACE - END WALL 12
SEAL:
TO DOOR POST AND RASE RAIL 0< [11]END WALL POST CONN. DETAIL A B U
W/(4) [23]FASTENERS OR[12]DOOR P05T !(:ALE:NTS `J-
END WALL POST - ROOF BEAM CONN. DETAi [11]END WALL POST [14]DOUBLE HEADER Q,� 0� W AS.4
SCALE:NT5 4 POST ABOVE HEADER tt, . ), f
[11]END WALL P05T [15]ANGLE CLiP. O
AI:OVE HEADER SECURE TO i oOR POST
F-. J Z
AND BASE RAIL W/(4)
[15]A4�LE CLIP.
[23]FASTENERS E:.5-
SECURE TO DOOR POST 1/8"FILLET-1-1/2"LG. 'd
AND BASE RAiL W/(4) 0 8"CC
STITCH 40277 �V
[23J FASTENERS E 3 �,p �� w
WELD BOTH SIDES S T r
[13]SINGLE HEADER STAGGERED-TYP. SSIONA L E�Ci
END WALL POST ABOVE DOUBLE
END WALL POST ABOVE HEADER CONN. DETAi HEADER CONN. DETAIL 9 DATE EXPIRES: 1'I/09/2020
5CALE:NTS
SCALE:NT5
DATE SIGNED: MAR 05 2019
I'� I1IIf — MANUFACTURED BY:
Inl
\\
[2)ROOF BEAM =j III
[21]DB BRACKET.SECURE TO = �'i0
POST AND DIAGONAL BRACES W/ _ III` �� 4 �T �� 17833 59TH AVE NE, SUITE C
(7)[23]FASTENERS AS SHOWN � �J� III \�
��.,`� ARLINGTON, WA 98223
(360) 403-4900
[1]COLUMN POST JJJ // \ \ \ \\' ENGINEERED BY:
[19]DIAGONAL - AT CORNER
BRACES
DIAGONAL BRACE TOP CORNER CONN. DETAIL" i % N
SCALE:Nr5 / A&A ENGINEERING
I
CIVIL•STRUCTURAL
� 5911 Renaissance Place,Siute S a Tolcdo,OH 13623
[1J COLUMN POST OR 1 III Tel.L1�J2m.na-e •F2c..com 2-0955
nvw.elc�i;ueen.com
[11J END WALL POST 9
i
III DRAWING INFORMATION
3 III PROJECT. 20'-0" WiDE BUILDINGS
JIJ /i LOCATION: STATE OF WASHiNGTON
/ PROJECT NO.: 320-19-0365
[19]DIAGONAL BRACES [21)Pb BRACKET.SECURE TO / SHEET TITLE:
P05T AND DIAGONAL BRACES W/ 2 CORNER BRACING
(7)[23]FASTENERS AS SHOWN CORNER DIAGONAL 9 DETAILS
BRACING-SEE NOTES
FOR REQUIREMENTS SHEET NO.: 9/ 11
DIAGONAL BRACE - POST CONN. DETAIL" DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE: 3/4/19
2 SCALE:NTS CHECKED BY: OAA DATE: 3/4/19
SCALE:Nf5
LEGAL INFORMATION
-ANY DUPUCATiON OF 1`1115 DRAWING IN WHOLE OR
PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 W111.
HE PROSECUTED UNDER THE FULL tXrENT OF THE LAW.
-t)KAWING5 VALID UP TO I YEAR FROM DATE.OF I55UE.
[1]COLUMN P05T
[21]DB BRACKET.SECURE TO AT CORNER SEAL:
POST AND DIAGONAL BRACES W/ A B ZJ, Y
(7)[23]FASTENERS AS SHOWN [19]DIAGONAL BRACES OV Nk AS
CORNER BRACING NOTES:
1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR ALL H (T
BUILDINGS iN LOCATIONS WHERE WiND SPEED i5 140 MPH OR
GREATER.
2. iF CORNER BRACING 15 REQUIRED BUT THE BUILDING 15 M1551NG
ONE OR MORE END WALLS THEN THE BUILDING MUST BE p 401277
[3]END WALL BASE RAIL [3]S1DE WALL BASE RAiL DESIGNED AS AN OPEN BUILDING AND 51PE WALL DIAGONAL �� �'GIS'rE��
BRACING iS REQUIRED (USE SPACING FOR OPEN BUILDING IN sSIONAL
DIAGONAL BRACE DOT. CORNER CONN. DETAIL" TABLE 4.1).
3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE
SCALE:Nr5
S1DE WALLS WHEN THE ADJACENT END WALL iS PARTIALLY DATE EXPIRES: 1'1109120
" INSIDE ViEW SHOWN FOR CLARITY ENCLOSED. DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
powjmm BtTxxxu141" ram
III !II 17833 59TH AVE NE, SUITE C
�� � II Ili II ARLINGTON, WA 98223
i
(360) 403-4900
10 I rl
II I I
ENGINEERED BY:
�� ��I III III ii
II III I I�i'i
III I III
I
III III I III ���
I A&A ENGINEERING
Crn1T.•MUCTURAL
III III �� 3911 R"naissance Place,$iufe B•Toledo.OH 43623
I
I ii i Tel.419-292-1983•F.m.419-292-0955
Ill ill �i, ' 1mv.22-enginecB.c0111
III I iii
III ��i' DRAWING INFORMATION
PROJECT: 20'-0"_WIDE BUILDINGS
I`S LOCATION: STATE OF WASHINGTON
PROJECT NO.: 320-19-0365
SHEET TITLE:
OPTIONAL LEAN-TO
ADDITION
SHEET NO.: 10/ 11
DRAWN BY: LAK DATE: 3/4/19
❑OPTIONAL LEAN-TO ADDITION_ CHECKED BY: OAA DATE: 3/4/19
SCALE:NTS LEGAL INFORMATION
-ANY DUPUCATION Of T1115 DRAWING IN WI101 E OR
PART 15 5TRCTLY FOMDDEN.ANYONE DOING 50 WILL
[2]ROOF BEAM [6]12"LG.CONNECTOR SLEEVE- BE PROSECUTED UNDeRTtIf FULL EXI'LNT OF THE tAW.
-MAIN BUILDING FIELD BOLT TO BOTH TUBES W/ DRAWING5 VALID UP TO I YI`AK FROM,DATE OF 155Ue.
[23]FASTENERS -SEE TABLE 3.2 SEAL:
FOR NO.OF FASTENERS REQD.
[2]ROOF BEAM-
LEAN-TO ADDITION Q,� Ov W A
[6]6"LG.CONNEGI OR SLEEVE- ��' i' G,
FIELD BOLT W/ [23]FASTENERS ( T
MAN 6" I 7.
E.S.-SEE TABLE 3.2 FOR NO OF LEAN-TO ADDITION NOTES:
FASTENERS REQD.
[1]COLUMN POST-FOR EAVE HEIGHTS 1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF
GREATER THAN 6-0"INSERT T5 2.25 X THE BUILDING.
2,25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE, PURLIN,GIRT AND FRAME SPACING OF THE ADDITION 40277 w�
HAVE TO MATCH THAT OF THE MAIN STRUCTURE.
� O'1STE� 1�
LEAN-TO ATTACHMENT DETAIL 3. IF THE LEAN-TO ADDITION 15 "OPEN"(BOTH END WALLS OR SIDE WALL `�SiON v�
SCALE:NT5 15 NOT ENCLOSED),THE DESIGN OF THE MAIN 13UILPTNG HAS TO USE A L
THE FRAME SPACING OF AN OPEN DUILDING FROM TABLE 4.
DATE EXPIRES: 11/09/20_20
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
CONCRETE SLAB FOUNDATION NOTES:
E F CONCRETE 5LAD FOUNDATION.
1. DESIGNS SHOWN ON THIS SHEET ARE OR
ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED.
2. CONCRETE ANCHORS SHALL DE LOCATED NEXT TO EVERY P05T AND ON
EITHER SiDE OF OPENINGS.TWO ANCHORS SHALL 5E INSTALLED AT
CORNERS OF ENCLOSED DUiLDING5 WiTH END WALLS-ONE ON EACH III / �I 2 ��II \ / III III IE�='�+8=+o'"L*O
RASE FAiL.iN LOCATIONS REQUIRING TWO ANCHORS DUE TO WiND,ONE III 11-A III r1i
II� III 17833 59TH AVE NE, SUITE C
ANCHOR 15 TO DE ON EACH SiDE OF THE COLUMN POST. I / II III
3. ANCHORS IN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MiN.4" iII I ARLINGTO WA 98223
SPACING. (360) 403-4900
4. MiN.NUMBER OF CONCRETE ANCHORS PER P05T SHALL DE AS SHOWN 1N /
TADLE 11-A.2. 'y�q1. III /j /
ENGINEERED BY:
5. THE 51ZE OF THE SLAD SHALL DE THE SiZE (WIDTH AND LENGTH)OF THE 20�
BUiLPING PLUS 5�' FOR 14GA MATERIAL AND 5-141' FOR 12GA MATERIAL.
6. DEPTH OF 5LAD TURN DOWN FOOTING SHALL DE GREATER THAN FRO5T
DEPTH SPECIFIED PER LOCAL CODE. \
CONTROL JOINTS SPACED AT \ Y ��• A&A ENGINEERING
7. CONTROL JOINTS SHALL DE PLACED 50 AS TO LIMiT MAX. SLAD SPANS MAX.2O'-O"O.C. \ �/ / 1 CnRL•STRUCTURAL
TO 20'iN EACH DIRECTION. 11-A 5911 RTel. a"cc 2-19Placc93 S e D�Toledo, 55 13623
CONCRETE 5LA13 FOUNDATION 7e1.d1�2s-mm-lwace dl9.492A955
8. ASSUMED SOiL BEARING CAPACITY 15 TO DE A MiN.OF 1500 PSF. ��itiw•�{��;"�r-col"
9. CONCRETE STRENGTH TO DE A MiN OF 2500 P510 28 DAYS. 5CALE:NT5 DRAWING INFORMATION
PROJECT: 2O'--O" WiDE BUILDINGS
BUILDING POST
TABLE 11-A.2: CONCRETE
6 -"-4
` BEYOND SLAB ANCHOR SCHEDULE // FLAT//o T.F.F. ANCHOR DASE �a�A�N STATE OF WASHiNGTON
CV RAIL PROJECT NO.: 320-19-0365
AA " //SLOPE/i SHEET TITLE:
2 WIDE X 1 DEEP // � / /
NOTCH ALONG � FOUNDATION OPTION 1:
1 1 1/2"eX7" ////// /
c� OVERHEAD DOOR r01TO
13O () � ! CONCRETE SLAB
AND SLOPE TO 2" ENCLOSED 180 (2)1/2"Pl X 7"
. _2„ END WALL POST - -
❑105 TO 115 (1)1/2' X 7" V DOOR POST SHEET NO.: 11-A/ 11
OVERHEAD DOOR NOTCH DETAIL 2 OPEN ❑130 TO 180 1 (2)1/2"0 X 7" 14GA SECTION A-A
SCALE:NT5 DRAWN BY: LAK DATE: 3/4/19
NOTES:
TABLE 11-A.1: NOTCH WiDTH 1. ANCHORS ARE TO BE CONCRETE WEDGE OR -1" p ANCHOR CHECKED BY: OAA DATE: 3/4/19
EXPANSION ANCHORS. T.F.F. BASE
N // �FLAT�// RAiL LEGAL INFORMATION
HORIZO�ITAL/OFFN VERTICAL❑14GA ❑12GA ❑14GA D 12GA 2. MIN.EMBEDMENT DEPTH TO DE 2 ". ,,lT� ANY DUPLICATION Of TH15 DRAWING IN WHOIF OR
3. ANCHORS TO DE SPACED NO MORE THAN 6" E SLOPE / PART 15 5TRIMY FORBIDDEN.ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE PULL DaNT OF THE LAW-
2 31#' 1 2 7/8 13/4" 17/8" FROM POSTS. n DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE.
NOTE: DEPTH i5 TO BE 1 1/2" sEAL:
-2" END WALL POST
MiN.4"EDGE DIST. 6 MiR 4"EDGE DiST. DOOR POST � �. A B U.Y�
[1]COLUMN P05T NOTCH-SEE 12GA SECTION A-A Ov W1 A S4kq j ��
ANCHOR-SEE TADLE 11-A.2 [ ] TABLE 11-A.1
3 BASE RAIL
��' -y 3 • G� �'
GRADE(MIN.2'/, e GRADE MAX.6" �• '' vA
MIN.4"THK. B SLOPE-AWAY (2%SLOPE) [1]COLUMN POST �
CONCRETE SLAB CIO
FROM SLAB) ANCHOR-SEE [3]BASE RAIL
TABLE 11-A.2
W6X6 6/6 WELDED •+ '� N w B z' < 40277
WIRE OR#4 C�24° e .. z � . . . - 0 `t'� CI STEg�'� 1�
E.W.,OR FIBER MESH c� oc oc �+ . S's O ��CS
A5 RECOMMENDED 1' w o 1' o o d' ''' a °ul VI) W J 1 N A L
DY MANUFACTURER Q o Lu NOTCHED EDGE DETAiL< m m
(3)#4 REBAR CONT. cg SECTION B-D
EDGE OFFSET DETAIL DATE EXPIRES: 11i09i2020
❑ STANDARD EDGE DETAIL SCALE:NT5 1 DATE SIGNED: MAR 05 2019
CONCRETE SLAB FOUNDATION NOTES: '" Ifl
III � `�_ � \ �� � MANUFACTURED BY:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE 5LA8
FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU
D CAN BE USED. II �II /
2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY P05T AND III I I /
ON EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED �I 2
AT CORNERS OF ENCLOSED BUILDINGS WiTH END WALL5--ONE ON I II B�>BcV �>rro
EACH BASE RA1L.1N LOCATIONS REQUIRING TWO ANCHORS DUE TO \ III 11 A III /f III III 17833 59TH AVE NE SUITE
WiND,ONE ANCHOR 15 TO BE ON EACH SiDE OF THE COLUMN POST. III / II III C
3. ANCHORS iN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MIN.4" / / ,I III IIi IIi / ARLINGTON, WA 98223
SPACING. / I III III IIII'' - i (360) 403-4900
4. MiN. NUMBER OF CONCRETE ANCHORS PER P05T SHALL 13E AS SHOWN Mom,
IN TABLE 11-A.1. ENGINEERED BY:
5. THE 51ZE OF THE 5LA13 SHALL BE THE 51ZE(WIDTH AND LENGTH)OF
THE BUfLPING PLUS�'FOR 14GA MATERIAL AND 1" FOR 12GA
MATERIAL
6. DEPTH OF SLAB TURN DOWN FOOTING SHALL 13E GREATER THAN CONTROL JOINTS SPACED AT \ Y/ AAA ENGINEERING
FROST DEPTH SPECIFIED PER LOCAL CODE. MAX..20-0"D.C. J/ 1
cnqL•sTxucivxnr.
7. CONTROL JOINTS SHALL 13E PLACED 50 AS TO LiMIT MAX. SLAB CONCRETE �J" LAB FOUNDATION 11-A 5911Reual.419-292-1988•Fax.419-292-0955issanccPlaec,S11itcBw Toledo,OH48623
Te
SPANS TO 20'IN EACH DIRECTION. SCALE:NTS nnw.aacuguxers.cons
8. ASSUMED SOiL BEARING CAPACITY 15 TO BE A MiN.OF 1500 PSF. DRAWING INFORMATION
9. CONCRETE STRENGTH TO 8E A MIN OF 2500 P510 28 DAYS.
TABLE 11-A.1: CONCRETE PROJECT: 20'-0"WiDE DUILPINGS
SLAB ANCHOR SCHEDULE LOCATION: 51-ATE OF WASHiNGTON
ANCHONER
PROJECT NO.: 320-19-0365
SHEET TITLE:
IEWLO-97EP0105 TO 130 (1)1/2"s x 7" FOUNDATION OPTiDN 1:
BUILDING POST 0 ANCHOR ❑140 TO 180 (2)1/2".0 X 7" CONCRETE SLAB
6 I� BEYOND ❑105 TO 115 (1)1/2",0 X 7"-1"' T.F.F. BASE RAIL
A �"' A .2"WiDE X 1"DEEP �, i i i FLATT 0130 TO 180 (2)1/2"0 X 7" SHEET NO.: 11—A/ 11
I Ic NOTCH ALONG I I ter' NOTES: DRAWN BY: LAK DATE: 3/4/19
N OVERHEAD DOOR i�SLOPE;� �! 1. ANCHORS ARE TO 13E CONCRETE WEDGE OR
• ���FFF
AND SLOPE TO 2" EXPANSION ANCHORS. CHECKED BY: OAA DATE: 3/4/19
`-'"�
• w+ • L END WALL POST 2• MiN. EMBEDMENT DEPTH TO DE 2p". LEGAL INFORMATION
OVERHEAD DOOR NOTCH DETAIL DOOR POST 3. ANCHORS TO BE SPACED NO MORE THAN 6" ANYDUPUCATION OFTH15 DRAWING IN WHOLE Op,
RIC FROM POSTS. PART 15 5TR.Y FORBIDDEN.ANYONE DOING 50 WILL
SCALE:NTS 2 SECTION A-A BE PRO5fCUTfD UNDER UP om�P OFRom DATE THE L E
OF
SEAL:
Mid.4"EDGE DiST. A B L j,
[7]BASE ANGLE W A ANCHOR-SEE TABLE 11-A.1 [1]COLUMN POST O `�
Q'
MiN 4 THK. ANCHOR-SEE [1]COLUMN POST •�{, i•
D [3]BASE RAIL � -' C
CONCRETE SLAB TABLE 11-A.1 [3]BASE RAIL 0 �� O
GRADE(MiN.2% N w Z'
W6X6 6/6 WE ED • SLOPE-AWAY •%a' .:.
WIRE OR#4 9 24" FROM SLAB) '' ' ;y •:d.
E.W.OR FIBER MESH D AS PER LOCAL • '• .' o
w J 40277
AS RECOMMENDED CODE.OR MIR 12" SECTION D D <S m % �ISTER� 1�
BY MANUFACTURER 1 13ELOW GRADE lP G
SIONAL
(3)#4REBARCONT. ❑EDGE FLUSH DETAIL
SCALE:NTS 1 DATE EXPIRES: 11/09/2020
DATE SIGNED: MAR 05 2019
MANUFACTURED BY:
[1]COLUMN POST
OR[11]END WALL
POST ANCHOR—SEE
SCHEDULE
_ _ �,.��\� �•\� \ � III
[3]BASE RAIL ._ ��� �� \ I \ III
M d A � w 1111YUM�► z"
6,, \ \ 11
III III III /i 17833 59TH AVE NE, SUITE C
ARLINGTON, WA 98223
.a : .� (360) 403-4900
111 III I� III III rill
—
w _ $:i III III IiI /1 CONCRETE PIERS ENGINEERED BY:
CONCRETE PIER a :� III r AT ALTERNATE
MIR(1)#4 BAR-
yr III III III ��, i L END WALL POSTS
„ . . •. '. .. .'. III � I I2
11-C CONCRETE PIERS AT
S r4� ,• .ti: CONCRETE PIERS EITHER / L � 1 ALTERNATE INTERIOR A&Cn siRU n ENGINEERING
FFr. SiPE OF OVERHEAD DOOR 11"C COLUMN P05T5
.�c` 5911 Renaissance Place,Suilc A 0 Toledo,OH 43623
�ti
,� •.. OPENINGS ANCHOR RODS AT ALL Tel.419-292.1993.Fax.419-292-N55
m%w.-,w-en neers.com
CONCRETE PIERS POSTS NOT SUPPORTED
FTF� O� AT ALL CORNERS ON CONCRETE PIERS DRAWING INFORMATION
CONCRETE PiER FOUNDATION PROJECT: 2U-O" WiDE BUILDINGS
CONCRETE PiER DETAIL SCALE:NT5
SCALE:NT5 1 CONCRETE PiER FOUNDATION NOTES: TABLE 11-C.2: ANCHOR SCHEDULE LOCATION: STATE OF WASHiNGTON
1. DESIGNS SHOWN ON THI5 SHEET ARE FOR CONCRETE PIER PROJECT NO.: 320-19-0365
[1]COLUMN POST FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEET TITLE:
OR[111 END WALL SHEETS 11-A THRU D CAN DE USED. 0105 TO 130 (1)1/2"0 X 7 T'OUNDATiON OPTION 3:
P05T 2. CONCRETE PIERS SHALL DE LOCATED AT ALL 4 CORNERS, ENCLOSED 0140 TO 180 (2)1/2"0 X7" CONCRETE PIERS _
ON EACH SiPE OF OVERHEAD DOOR OPENINGS AND ON 0105 TO 115 (1)1/2"0 X 7'
[3]RASE RAiL ANCHOR ROD ALTERNATE INTERIOR COLUMN POSTS AND END WALLS OPEN SHEET NO.: 11-C/ 11
\ POSTS. 0130 TO 180 (2)1/2',0 X 7"
3. TWO ANCHORS SHALL DE INSTALLED AT CORNERS OF �dOTES: DRAWN BY: LAK DATE: 3/4/19
.' M'1I- ENCLOSED DUiLDING5 WiTH END WALLS -ONE ON EACH 1. ANCHORS ARE TO DE CONCRETE WEDGE OR CHECKED BY: OAA DATE: 3/4/19
• BASE RAiL.iN LOCATIONS REQUIRING TWO ANCHORS DUE EXPANSION ANCHORS. LEGAL INFORMATION
TO WiND,ONE ANCHOR 15 TO DE ON EACH SiDE OF THE 2. MiN.EMBEDMENT DEPTH TO DE 2 ". -ANY DUPUCATION OF Ri15 DRAWING IN MIOLE OK
COLUMN POST WITH A PIER. 3. ANCHORS TO BE SPACED NO MORE THAN 6" PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 vnu
BE PK05ECUTCD UNDER THE FULL WENT OF ThE LAW.
4. ANCHORS 1N CLOSE PROXIMITY TO EACH OTHER MUST HAVE FROM POSTS. DRAVnNGs VALID UP To I PEAK FROM DATE OF 155uE.
A MIN.4"SPACING. SEAL:
5. MiN.NUMBER OF CONCRETE ANCHORS PER POST WITH A
PiER SHALL BE AS SHOWN IN TABLE 11-C.2. Q' A B �� �l
6. TWO ANCHORS AND A NER ARE REQUIRED AT DIAGONAL OV W Ash
DRACiNG LOCATIONS WHEN REQUIRED. O �
ANCHOR ROD INTO 501E DETAIL 7. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS SHALL
2 BE ANCHORED TO THE GROUND WITH A 1/2"X 30" LG.
SCALE:NT5
THREADED ROD.RODS WiLL HAVE APRE-FORMED HEAD AT
TABLE 11-C.1:CONG. THE TOP AND ONE COAT OF RUST PROOF MATERIAL.
PiER SCHEDULE 8. PiERS SHALL DE FORMED DY DiGGiNG A HOLE OF THE
SAME 51ZE AS THE PIER ON LEVEL GRADE AND FILLING IT 40277 0
WITH CONCRETE.THRD. ROD ANCHORS SHOULD DE DROPPED -X' CISTB?-S'
0105 TO 130 18"P1 X 36" INTO THE PiERS PRIOR TO POURING THE CONCRETE, SSION A L
0140 TO 155 1810 X 42" 9. ASSUMED 501L BEARING CAPACITY 15 TO BE A MiN.OF
❑165 TO 180 18"0X48" 1500 PSF.
10. CONCRETE STRENGTH TO DE A MIN OF 2500 P51 C�128 DATE EXPIRES: 17/09/2020
DATE SIGNED: MAR 05 2019
PAYS.
TABU 11-8,1: ANCHOR SCHEDULE MANUFACTURED BY:
WINP
IiI �I
ENCTit
LOSED ❑105 TO 130 (1)1/2"P1 X 7"I r— A` Ill
1:1140 To 180 (2)1/2"0 X 7" I
OPEN 0105 T0115 (1)1/2"s3 X 7" I ` III \ \\\ III \ �1'�L HLTa.DII�PQp mu
0130 TO 180 (2)1/2"0 X 7" \\` \\\
NOTES: 17833 59TH AVE NE, SUITE C
1. ANCHORS ARE TO BE CONCRETE WEDGE OR I �� \ III III \ \ ARLINGTON WA 98223
EXPANSION ANCHORS. ` III �\ �� II \ III I� (360) 403-4900
2. MIN. EMBEDMENT DEPTH TO BE 2g'.
3. ANCHORS TO BE SPACED NO MORE THAN 6" III \ �\ / \ \ �\ III IiI ENGINEERED BY:
FROM POSTS. I \ \ II
III Ilr�l \ III oil
III I�\\ \ \ �
TABLE 11-8.2: CONC. �� III A&A ENGny> UUNG
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DRAWING INFORMATION12"X 12"
❑140 TO 155 16 X 12"
III III \I� II III I ,/ PROJECT: 20-0 WiDE BUILDINGS
26"X 12" \ III III ill III II ,� LOCATION: STATE OF WASHiNGTON
0165ro180 18x8 \ \ III III II III i '
PROJECT NO.: 320-19-0365
\ \ \ II III III % SHEET TITLE:
NOTES: \ \ \ \ \ \ i I III /� / FOUNDATION OPTION 2:
1. WIDTH AND DEPTH DIMENSIONS CAN \ I IIi CONCRETE 5TRiP
BE INTERCHANGED.
y SHEET NO.: 11-13/ 11
FOOTING OPTIONAL ATOPEN ��� / CONCRETE STRIP FOUNDATION DRAWN BY: LAK DATE: 3/4/19
END WALLS AND OVERHEAD SCALE:NTS CHECKED BY: OAA DATE- 3/4/19
DOOR OPENINGS \ / 1 LEGAL INFORMATION
11-8 ANY DUPtIWON OF THIS DRAWING IN WHOLE OR
CONCRETE STRiP FOUNDATION NOTES: PART 155TRICTLYFORBIDOEN.ANYONE DOING 50WILL
BE PROSECUTED UNDER THE PULL D(TENT OF THE LAW.
DRAWING5 VAUD UP TO I YEAR PROM DATE OF ISSUE.
1. DESIGNS SHOWN ON THiS SHEET ARE FOR CONCRETE STRIP FOUNDATION. ANY [1)COLUMN POST
OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU 1)CAN BE USED. ANCHOR-SEE SEAL:
TABLE 11-8.1
2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER A-B U
GRADE(MIN.2% -
SiDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED AT CORNERS OF SLOPE-AWAY [3]BASE RAiL
ENCLOSED BUILDINGS WITH END WALLS -ONE ON EACH BASE RAIL.iN LOCATIONS FROM SLAB)
O� w`4Sj��t1�
REQUfRiNG TWO ANCHORS DUE TO WiND,ONE ANCHOR 15 TO BE ON EACH SiDE OF
THE COLUMN POST.
3. MiN. NUMBER OF CONCRETE ANCHORS PER POST SHALL BE AS SHOWN 1N TABLE �n.; .v ' 4
11-8.1.
4. ANCHORS iN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MiN.4" SPACING.
5. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FR05T DEPTH (4)04 REBAR i° ¢0277
SPECIFIED PER LOCAL CODE.
CONT. ��SS GISTER� 1�
6. ASSUMED SOiL BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. EQ. EQ.
7. CONCRETE STRENGTH TO BE A MIN OF 2500 PSi C0 28 DAYS. SEE TABLE 11-8.2 u S1�NAL EIS
8. BU1LDiNG 15 TO BE MOUNTED ON THE CENTER OF THE STRIP FOUNDATION, El CONCRETE STRIP FOUNDATION DETAIL
1 DATE EXPIRES: 11/09/2020
SCALE:NTS
DATE SIGNED: MAR 05 2019
MANUFACTURED BY;
[1]COLUMN P05T OR
[11]END WALL P05T IIIIII
[3]BASE RAiL
DRILL 5/8"HOLE THROUGH �11 ` ��ll`� II �� I B►t •s[rue :,:.o
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BASE RAiL AND SECURE ll
E' ANCHOR EYE WITH 1/2" �1l � ' ���� \���� 17833 59TH AVE NE, SUITE C
�'c. �• . THROUGH DOLT AND 2" ��`� �� III III ARLI NGTON, WA 98223
WASHERS E.S.
(360) 40 3-4900
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III Ili S
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III #
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'� //III �Il II III J A&A ENGINEERING
�- e5ilRcd10 SOiL ANCHORS AT 5911 Renassanc Place, e II ToI .OH 436231/2"A SHAFT X(2) ALTERNATE END OPTION 1: HELICAL SOIL 4"P15KS-HELICAL III I Tel.a19sm-.1aa-eno Fax.
c1o9'292-0955
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WALL POSTS
ANCHORS i SOiL ANCHOR II SOiL ANCHORS AT DRAWING INFORMATION
SCALE:NT5 III ij I 1 ALTERNATE iNTERIOR
501E ANCHORS EITHERLJ 11 D 20-0 WiDE BUILDINGS
COLUMN POSTS PROJECT:
411, SIDE OF OVERHEAD LOCATION: STATE OF WASHiNGTON
DOOR OPENINGS ANCHOR RODS AT ALL
POSTS NOT SUPPORTED PROJECT NO.: 320-19-0365
SOiL ANCHORS AT ALL ON 501L ANCHORS SHEET TITLE:
CORNERS SOiL FOUNDATION FOUNDATION OPTION 4;
SOIL FOUNDATION NOTES: SCALE:NT5 50iL ANCHORS
1. DESIGNS SHOWN ON TH15 SHEET ARE FOR 501L ANCHOR FOUNDATION. ANY OF [3]BA5E RAiL -rr_f_ [1)COLUMN POST OR
THE FOUNDATIONS SHOWN ON 5HEET5 11-A THRU D CAN BE USED. [11]END WALL POST SHEET NO.: 11-D/ 11
2. 501L ANCHORS (HELICAL OR ROCK/ASPHALT) SHALL BE LOCATED AT ALL 4 DRAWN BY: LAK DATE: 3/4/19
CORNERS,ON EACH SiPE OF OVERHEAD DOOR OPENINGS,ON POSTS WiTH \ DRILL 50'HOLE THROUGH CHECKED BY: OAA DATE: 3/4/19
DIAGONAL BRACING iF REQUIRED, AND ON ALTERNATE INTERIOR COLUMN 5A5E RAIL AND SECURE
POST5 AND END WALL5 POSTS. [7]BA5E ANGLE WiTH LEGAL INFORMATION
- oR
3. HELICAL ANCHORS ARE TO BE USED ONLY iF THE DRIVING 0 THROUGH BOLT ANY DUPucAnoN of rr115 Df`AWING IN wt,o1;:iNG TORQUE INTO THE 0'" PART 15 5TRC ty FORBIDDEN.ANYONE DOING 50 W IL
WASHERS E.S. BE PRO5ECUTED UNDER THE FUl1_EXTENT OF THE LAW.
GROUND 15 150 FT-LDS OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE AND 1 DRAWING5 VAUD UP TO I YPAR FROM DATE OF 155UE.
FOR 501L QUALITY AT SiTE.
4. HELICAL ANCHORS CAN ONLY DE USED FOR CLA55 2.3&4 SOILS (SEE SOIL "• 'L.. ,yj \ SEAL:
- EXISTING A B jJ,
CLASSIFICATIONS THIS PAGE).' ASPHALT P ' Y
5. ALL P05T5 WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE �';• ' .. ' 0� W ASx
GROUND WiTH A 1/2"X 30" LG. ROD. RODS WiLL HAVE A PRE-FORMED HEAD AT x ��
THE TOP AND ONE COAT OF RUST PROOF MATERIAL.
ANCHOR ROD
6. ASSUMED SOiL BEARING CAPACITY iS TO BE A MiN.OF 1500 PSF.
' ' I
:: ...,
SOiL CLASSIFICATIONS:
501L CLA55 DESCRIPTION [7)BA5E ANGLE HP9-A ASPHALT/ :
2 SANDY GRAVEL AND GRAVEL,VERY THiN DENSE AND/OR CEMENTED SANDS, HP-9 ROCK ANCHOR Z4, 410277
COARSE GRAVEL/COBBLES, PRELOADED SILT5,CLAYS AND CORAL. �
3 SAND, SILTY SAND,CLAYEY SAND, SILTY GRAVEL. MEDIUM DENSE COARSE ��
SANDS, SANDY GRAVEL,VERY STiFF SILT AND SANDY CLAYS. `s`sIOIYAL V-1�
4 L005E TO MEDIUM DENSE SANDS,FiRM TO STIFF CLAYS AND 51LT5 AND OPTION 2: ROCK / ASPHALT ANCHORS 1
ALLUVIAL FILLS. DATE EXPIRES: 11/09/2020
"FROM HUD 'MODEL MANUFACTURED HOME IN57ALL�4TION STANOA9P,5 SCALE-NT5 _ - -
DATE SIGNED: MAR 05 2019
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I
1
�, _
A-Ki WlcyNOTICE ,,,
I;Ic.r V ttA I�� TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY APPROVED
PERMIT#: — ZL--72 LOT#: DATE: ,
JOB ADDRESS: lq V)Z ���11,�L� �1! l.i►�
TYPE OF INSPECTION: D, IA
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
Y I
BUILDING DEPT.
0 PLANNING DEPT. CITY OF ARLINGTON
MANUFACTURED BY:
/ E;•=m SUII.D�TCi ma
/ 17833 59TH AVE NE, SUITE C
ARLINGTON, WA 98223
(360) 403-4900
REGULAR / A FRAME ENGINEERED BY:
II
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CARPORT STYLE DUILDINGS A&AE STRUCrGUN . AL
CIVIL•STRUCTURAL
.5911 RCINIL ime ft,co,S"im 11•'I'olcdo,Of I-MG23
DESIGN NOTES DESIGN CRITERIA 1c1. 11s.2s2-Isla•IwcF.001II 2As55
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1. ALL CONSTRUCTION SHALL 13E PROVIDED IN ACCORDANCE PREVAILING CODE: WSBC (113C 2015) DRAWING INFORMATION
WITH IBC 2015,OSHA,A15C 360,AISI 100,A5CE 7-10.AW50 USE GROUP: U (CARPORTS, DARNS)
R15K CATEGORY: I DRAWING INDEX PROJECT: 20'-0" WIDE BUILDING5
1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) D=4 P5F COVER SHEET ------ 1 LOCATION: STATE OF WASHINGTON
2. ROOF LIVE/5NOW LOAD(Lr) SCHEDULES& MEMBER- PROJECT NO.: 320-19-0365
FOUNDATION DETAILS SHEET. Lr=20-61 P5F SHEET TITLE:
(A5 PER SNOW LOAD SECTIONS --- -- 2
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
SEE TABLE 4) FRAME SECTIONS & DETAILS ------ 3-A, 3-13 COVER SHEET
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING 3. SNOW LOAD (5)
ORIGINAL. GROUND SNOW LOAD Pg=20-90 PSF SPACING SCHEDULES -
IMPORTANCE FACTOR 15=0.8 &ENCLOSURE NOTES ------ 4 SHEET NO.:
4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. THERMAL FACTOR Ct=1.2 DRAWN BY: LAK DATE: 3/4/19
EXPOSURE FACTOR Cc=1.0 PURLIN&GIRT SCHEDULES ------ 5
5. ALL FIELD CONNECTIONS SHALL BE#12X V 5D5 (ESK-2196 ROOF SLOPE FACTOR Cs = 1.0 SHEATHING OPTIONS 6 CHECKED BY: OAA DATE: 3/4/19
W LOAD WIND
OR EQ). 4. ( ) LEGAL INFORMATION
BA51C WIND SPEED VuLr =105-180 MPH 51DE WALL FRAMING -ANY DUPLICATION OF TH15 DRAWING IN WHOLE OR
6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV. EXPOSURE C PART 15 STRICTLY FORBIDDEN,ANYONE DOING SO W1U_
5. 5EI5M1C LOAD E &OPENINGS BE PROSECUTED UNDER THE FULL EXiENTOFTHE LAW,
OR PAINTED STEEL- MAIN RIB HT.3/4 (FY=80K51}OR EQ. ( }
DESIGN CATEGORY 1) END WALL FRAMING DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS IMPORTANCE FACTOR le=1.00 & OPENINGS 8-A,8-B SEAL:
SHALL BE GRADE 50 STEEL. LOAD COMBINATIONS: CORNER BRACING DETAILS ------ 9 �,• A B
8. STRUCTURAL TUBE T52 1/2"X21/2"-14GA.15 EQUIVALENT 1. D+ (Lr OR 5) OPTIONAL LEAN-TO ADDITION ------ 10 0� WAS
'6'f�`��
TO T52 1/4"X2 1/4"-12GA AND EITHER ONE MAY BE USED IN 2. D+ (0.6W OR f0.7E) �'�w r�rC �f
3. D+0.75(0.6W OR t0.7E)+0.75(Lr OR 5) FOUNDATION OPTIONS - 11-A TO 11-0
LIEU OF THE OTHER. 4. 0.60+(0.6W OR t0.7E) 0
9. ALL DESIGN CRITERIA MUST BE INCREASED TO THE NEXT Z
HIGHER INCREMENT BASED ON THE TADLE5 ON PAGE 4.NO <
INTERPOLATION IS ALLOWED. 40277
CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY
Arlington High School ❑ A-FRAME NOTICE
OWNER: GROUNDSNOW: WIDTH: FRAME TYPE: OVAL t Received
ADDRESS: ❑ REGULAR DATE ON: MAR 05 2020
315 North French Ave ROOF LIVE LOAD: LENGTH: ENCLOSURE [3 FULL EXPIRATION:TYPE: ❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: '�7109l2020 JUL 16 2019
Arlington, WA 98223 BASIC WIND SPEED: HEIGHT: 0 OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: MAR 05 2019
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TABLE 3-8.1 FOR LENGTH _ _ ARLINGTON, WA 98223
(5]KNEE BRACE-SEE [2]ROOF BEAM (360) 403-4900
TABLE 3-8.2 FOR LENGTH
[5]KNEE BRACE-ATTACH W/ ENGINEERED BY:
[1]COLUMN POST I (2)[23]FASTENERS E.S.
[6]6"LG.CONNECTOR SLEEVE-
FIELD BOLT W/[23]FASTENERS AAA ENGINEERING
3 i E.S.-SEE TABLE 3-8.6 FOR NO.OF CIVIL•STRUCTURAL
FASTENERS READ. 3911 lieiuvssauce Place,Siute B•Toledo,OH 43623
3 BASE RAIL Tel.419.292-1983•Fat.119-292-0955
[ ] 3 B [1]COLUMN P05T mica-engnccrs.cam
` I
i DRAWING INFORMATION
19'-91/2" A.'A'-FRAME PROJECT: 20!-0" WIDE DUILDING5
TYP. A-FRAME SECTION LOCATION:_STATE OF WASMNGTON
SCALE:NTS PROJECT NO.: 320-19_-0365
SHEET TITLE:
FRAME SECTIONS &
3 B DETAIL5
12
3 12 SHEET NO.: 3-A/ 11
I -- r(2)
2DRAWN BY: LAK DATE: 3/4/19 CHECKED BY: OAA DATE: 3/4/19
2]ROOF BEAM [4]PEAK BRACE-SEE[ TABLE 3-8.1 FOR LENGTHLEGAL INFORMATION
]ROOF BEAM PAR STRICILY�ORBIDDENN Or TH15 DANYONE IDOING 50 Mll
[5]KNEE BRACE-SEE BE PP05ECUTED UNDER THE FULL EXTENT OF THE LAW.
TABLE 3-8.2 FOR LENGTH -DRAWING5 VALID UP TO I YEAR FROM DATE OP 155UE.
CE-ATTACH W/ SEAL:
Q ENERS E.S. A[1]COLUMN P05T ���[ ] . LEEVE-
FIELD BOLT W/[23]FASTENERS _ l�C
ES.-SEE TABLE 348.3 FOR NO.
3 OF FASTENERS REQD. ..,k
[3]BASE RAIL 3-13
\ [1]COLUMN POST � S
B. REGULAR-FRAME �� 410277
TYP. REGULAR FRAME SECTION EAVE DETAIL t�SS, IVA IL, C5
SCALE:NfS SCALE:If 1 NA
DATE EXPIRES: 11/09/2020
DATE SIGNED: MAR 05 2019
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TABLE 4:FRAME SPACING SCHEDULE MANUFACTURED BY:
GROUND
ROOF WIND SPEED(MPH) WIND SPEED(MPH)
LOAD(PSF) ❑105 [3 115 0130 0140 I]155 0165 0180 11 11105 ❑115 0130 0140 0155 0165 0180
❑30/20 60 60 54/60 54 42 36 36 60 54/60 48/60 42/54 36/42 36 36 ownwId 1lXj1LmaIZqm aao
• 0 40/27 48160 48/60 42/60 42/54 42 36 36 v 48 48 42/48 42/48 36/42 36 36
050/34 40/48 40/48 40/48 40/48 40/42 36 36 40/42 40/42 40/42 40/42 36/42 36 36 17833 59TH AVE NE, SUITE C
0 60/41 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 36 36 36 ARLI NGTON, WA 98223
0 70/47 32/36 32/36 32/36 32/36 32/36 32/36 1 30 30 30 30 30 30 30 1 30 (360) 403-4900
0 80 154 30 30 30 30 30 30 30 24 24 24 24 24 24 24
❑90/61 24 24 24 24 24 24 24 18 18 18 18 18 18 18 ENGINEERED BY:
❑30/20 60 60 54/60 54 48 42/48 42 60 54160 48/60 42/54 36/48 36/46 36/42
0 40/27 48/60 48/60 42160 42/54 42/48 42/48 42 48/54 48154 42/54 42/54 36/48 36/48 36/42
• 0 50/34 40/48 40/48 40/48 40/48 40/48 1 40/48 40142 1 40142 40/42 40/42 40/42 36/42 36/42 36/42 0 60/41 36/42 36/42 36142 36/42 36/42 36/42 36/42 36 36 36 36 36 36 .woo
36 AAA ENGWEERIIVG
0 70 147 32/36 32/36 32/36 32/36 32/36 32/36 32/36 30 30 30 1 30 30 30 30
_ cnli.,sTxucrlrRAL
❑80/54 30 30 30 30 30 30 30 30 30 30 1 30 30 30 30 .5911 Reimivance Place,Suite R•Tokda.Oil 43623
Tel.419.292-1983•Far.4M292M..SS
0 90 161 24 24 24 24 1 24 24 1 24 24 24 24 24 24 24 24 mmaa-01wmen.eon,
❑30/20 60 60 54160 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/4& 36/42 DRAWING INFORMATION
❑40/27 48160 48/60 42/60 42154 42/48 42/48 42 48/60 48/60 42/60 42/54 36/48 36/48 36/42
❑50/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 40148 40/48 40148 40/48 36/48 36/48 36142 PROIL:CT: 20'-0"WIDE BUILDINGS
❑60/41 36/42 36/42 36/42 36/42 36/42 36142 36/42 36/42 36/42 36/42 36/42 36/42 36/42 1 36/42 LOCATION: STATE OF WASH W;,TON
❑70147 32136 32/36 32/36 32/36 39-06 32/36 32/36 32/36 3206 32/36 32/36 1 32/36 32/36 32136 - -
- - PROJECT NO.: 320-19-0365
080/54 1 30 130 30 30 30 30 30 30 30 30 30 30 30 30 SHE&TITL.E:
❑90/61 -11 24 1 24 24 �24 24 24 1 24 24 24 24 24 24 24 24 SPACING SCHEDULES
NOTES: & ENCLOSURE NOTES
1. FRAME SPACINGS ARE IN UNITS OF INCHES ON). — - -
2. WHERE TWO VALUES ARE SHOWN.THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL 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 U5ED.INTERPOLATION BETWEEN CELLS IS NOT ALLOWED. DRAWN BY: LAK DATE: 3/4/19
CHECKED BY: OAA DATE: 3/4/19
i.
LEGAL INFORMATION
ANY DUFUCA71ON OF ThO DRAWING IN WHOLE OR
PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL
' BE PRO5ECUTED UNDER THE FULL D CMW OP THE LAW,
DRAWINGS VALID UP TO 1 MR FROM DATE OF 155UE.
i SEAL:
1k 13 U
GENERAL ENCLOSURE NOTES: TYP. ENCLOSED BUILDING TYP. OPEN BUILDING O� WA�4�l�``1J,�
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. SCALE:Nrs scA1 E:Nrs C �`
2. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50-0".THIS CAN BE INCREASED O ti� / Q
BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. Cn x
3. FOR ENCLOSED BUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 1D LG E4]PEAK
ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET&A)OR A -- � 1-8�' BRACE- ALONG
ROOF STITCC H WELD
DOUBLE END FRAME- SEE TYP.OPEN END WALL ON 3 SIDE ENCLOSED BUILDING.
4. BUILDINGS WITH AN OPEN END WALL MUST HAVE A 10' PEAK BRACE ON ALL FRAMES, ;40277 �w
� w
5. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS UP TO 3'ENCLOSED.
6. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE 51PE WALL (2)(1]COLUMN POST-5- `S,ONAL
BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL.SEE SHEET 9 FOR TYPICAL STITCH WELDED
BRACING DETAILS. TYP. OPEN END WALL ON 3 DATEEXPIRES: 11/09/2020
SIDE ENCLOSED BUILDING SCALE:Nis oATEs1GNED: MAR 05 2019
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t MANUFACTURED BY:
[8)PURLIN5 .oF�p
GENERAL SHEATHING NOTES:
1. REGULAR STYLE BUILDINGS CAN
ONLY HAVE HORIZONTAL
\ SHEATHING ON ROOF AND WALL5. �.�, g m
? 2. A-FRAME STYLE BUILDINGS CAN
HAVE ANY COMBINATION OF 17833 59TH AVE NE, SUITE C
HORIZONTAL OR VERTICAL ARLINGTON, WA 98223
SHEATHING ON ROOFS AND WALLS. (360) 403-4900
3. BOTH HORIZONTAL AND VERTICALS
ROOF SHEATHING CAN HAVE MAX.
6"OVERHANG. ENGINEERED BY:
0.
00
I I 4. USING VERTICAL SHEATHING MAY 00,
1 ALLOW FOR GREATER FRAME
6 u SPACING. SEE NOTE 2 UNDER — '
3s TABLE 4. A&A ENGINEERING
6 [9]GIRTS 5911 Rcu"m oe Phcr,e CIRITL-M e��u,011 0623
El TYP. HORIZONTAL SHEATHING TYP. VERTICAL SHEATHINGm Far.
SCALE:NTS t'd df w" l"fi&en4.owi292-0955
SCALE:NT9 •
DRAWING INFORMATION
EDGELAP 3 • � '� `
PROJECT: 20'-0"WIDE BUILDINGS
� LOCATION: STATE OF WASHINGTON
PROJECT NO.: 320-19-0365
�,Q SHEET TITLE:
SIDE LAP MIN.(1)[23] SHEATHING OPTIONS
`
�e
• SEE TABLE 22 FOR -: ,;, & DETAILS
ELSEWHERE FASTENER SCHEDULE ,%�
` \ SHEET No.: 6/ 11
[10]SHEATMNG
CORNER [10]SHEATHING (11]END ATTACK PURLIN5 TO DRAWN BY: LAK DATE: 3/4/19
SEE TABLE 2.2 FOR WALL POST ROOF BEAMS W/(2) CHECKED BY: OAA DATE: 3/4/19
FASTENER SCHEDULE [23]FASTENERS [6]PURLIN5 LEGAL INFORMATION
TYP. SHEATHING FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING DETAII_�� ROOF VEKTICAL SHEATHING DETAIL:' -^NYDUPU�`nONOPm1sDr:a ONE DOING 0W
1 2 PART L5 STRIC[LY FORBIDDEN.ANYONE DOING 50 NAIl
SCALE:NTS SCALE:NTS SCALE:NTS BE PRO5ECUiED UNDER THE PULL OffENT OF THE LAW.
DRAWINGS VAUD UP TO I YEAR FROM DATG OP 155UE.
SEAL:
• ATTACH GIRTS TO POSTS A B
(16)ANGLE CLIP.SECURE TO • W/(2)[23]FASTENERS Ov A S Arl
DOOR POST AND BA5E RAIL ��
W/(4)[23]FASTENERS E.S. • • [10]SHEATHING (J • O
•
(10]SHEATHING -�� •
•
i
• SEE TABLE 2.2 FOR • � �
SEE TABLE 2.2 FOR ' FASTENER 5CHEDULE 40277
FASTENER SCHEDULE
ICI STERN
[9A]END-WALL GIRTS [9]GIFTS a GN AL E,
❑WALL VERTICAL SHEATHING - TU13E DETAI � ❑WALL VERTICAL SHEATHING - HAT CHANNEL DETA11.r-1 DATE EXPIRES: 11/09/2020
SCALE:N(S 5CALE.NTS DATE SIGNED: MAR 05 2019
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10 'i MANUFACTURED BY:
r
9 4B 7�
aB j
h I SEE TABLE 8-A.1 FOR MAX.
SEE TABLE 8-A.1 FOR MAX. III MIR 12" END WALL POST SPACING 1 g
END WALL POST SPACING II CORNER
OFFSET /// 4 III 8-13 0330M S[JILDWG6
aB ��II 1 -B 5 17833 59TH AVE NE, SUITE C
u ARLINGTON WA 98223
a B aB II a-B (360) 403-4900
5
,� II ENGINEERED 8Y:
��'O III
MIN 12" A&A ENGI NEERING
I / r��
�� TWEEN \ enaiseaice Place, B•TolleeJ
UCTU
CORNER MI>y 12' BE
,OH 43623
END WALL GADLES 5911 R❑ 'CeL-11�1292-19B3*Fax.�119-292-0955
OFFSET Oe��rar 0
�O OPENINGS SCALE:NTS «mm.011gincemcom
I
DRAWING INFORMATION
❑ END WALL OVEKI IEAD DOOR OPENINGS
�0 SCALE:NTS �j PROJECT: 20' 0" WIDE 13U1LDiNGS
SEE TABLE 8-A.1 FOR MAX [20J GABLE BRACE ///�
LOCATION: STATE OF WASHINGTON
END WALL POST SPACING PROJECT SEE TABLE 8-A.1 FOR MAX. i2 S B SHEET TITLE;` 320-19-0365
END WALL POST SPACING
4 a B END WALL FRAMING
e-B
Q �\ SHEET NO.: 8-Al 11
DRAWN BY: LAK DATE: JI4I19
B II CHECKED BY: OAA DATE: 3I4/19
LEGAL INFORMATION
II SEE NOTE 4 ANY DUPUCAVON OF T 115 DRAWING IN WHOLE OR
PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL
BE PR05ECUTED UNDER THE FULL EXTENT OF THE LAW.
w 1 3 III -DRAWINGS VAUD UP TO 1 YEAR FROM DATE OF 155UE.
SEAL:
OPENING 51ZED \ AB L j
To FIT WINDOW ❑ PARTIAL END WALL FRAMING W A
SCALE:NTS ��w - ; ,' 'SERVICE DOORS))TO BE
LOCATED PER CUSTOMER TABLE 8-A.1: END WALL POST D i'`' O
REQUIREMENTS SPACING SCHEDULE �
❑ END WALL SERVICE DOOR AND WINDOW OPENINGS
SCALE:NTS -
END WALL FRAMING NOTES: ❑ 105 5' 9 5' 40277 w�
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. ❑ 115 5' 5' 4.5' A
2. MIN.12"CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) ❑ 130 4.5' 4.9 4' �s FIS ER T C5
AND FROM CORNERS. ❑ 140 4.5' 4.5' 3' SlONAL V,
3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED.
❑ 155 4' 4' 2.5'
4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL
❑165-180 3.5' 3' 2' DATE EXPIRES: 11/09/2020
13RAGECONNECTION DETAILS. DATESIGNED: MAR 05 2019
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*�, A-r
2 ROOF BEAM
�i1
[21]DB BRACKET.SECURE TO
POST AND DIAGONAL BRACES W/
(7)[23]FASTENERS AS SHOWN II \� �- �'� 17833 59TH AVE NE, SUITE C
ARLINGTON, WA 98223
� (360) 403-4900
UMN POST[19]DIANER III ` ENGINEERED BY.
BRACES
DIAGONAL BRACE TOP CORNER CONN. DETAIL"(—,-'�
SCALE:NTS om
A&A ENGINEERING
CWIL•STRUCTURAL
5911 Renaissance Place,State B•Tolcdo,OH 13623
[11 COLUMN POST OR 1 I Tel.419-292-1983•F.-Lc.419-292-0953
[111 END WALL POST II 9 n,sw.nacngineess.com
i III DRAWING INFORMATION
3 III PROJECT: 20'-0" WIDE BUILDINGS
9
II �� L.00ATION: STATE OF WASHINGTON
PROJECT NO.: 320-19-0365
[19J DIAGONAL BRACE5 -- - [21]DB BRACKET.SECURE TO / � _
POST AND DIAGONAL BRACES W/ SHEET TITLE:
(7)[231 FASTENERS AS SHOWN 2 CORNER BRACING
CORNER DIAGONAL 9 DETAILS
BRACING-SEE NOTES
FOR REQUIREMENTS SHEET NO,: 9/ 11
DIAGONAL BRACE - POST CONN. DETAIL"(,--� DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE: 3/4/19
SCALE:NTS SCALE:NTS CHECKED BY: OAA DATE: 3/4/19
LEGAL INFORMATION
-ANY DUPLICATION OF TH15 DRAWING IN WHOLE OR
PAKr 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT OFTHE LAW.
[1]COLUMN P05T -DRAWINGS VALID UP TO I YEAR FROM DATE OF 155UE.
[21]DO BRACKET.SECURE TO AT CORNER
POST AND DIAGONAL BRACES W/ SEAL:
(7)[231 FASTENERS AS SHOWN [19]DIAGONAL BRACES A-B U,
OV NV AS�,jY`gcP
CORNER BRACING NOTES: 1c,
A. , 1. DIAGONAL BRACING AT BUILDING CORNERS IS REQUIRED FOR ALL C)
BUILDINGS IN LOCATIONS WHERE WIND SPEED 15140 MPH OR VY '
GREATER.
2. IF CORNER BRACING IS REQUIRED BUT THE BUILDING 15 MISSING
ONE OR MORE END WALLS THEN THE DUILDING MUST BE
3 END WALL BASE RAIL [3]SIDE WALL BASE RAIL DESIGNED AS AN OPEN BUILDING AND SIDE WALL DIAGONAL 40 277 {U�
BRACING 15 REQUIRED (USE SPACING FOR OPEN BUILDING IN S C5
DIAGONAL BRACE BOT. CORNER CONN. DETAIL" TABLE 4.1). SIGN A L
SCALE:NTS 3 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE
51DE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY DATE EXPIRES: 1 1/09/2020
" INSIDE VIEW SHOWN FOR CLARITY ENCLOSED. DATE SIGNED: MAR 05 2019
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CONCRETE SLAB FOUNDATION NOTES: MANUFACTURED BY:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION.
ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED.
2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY P05T AND ON
EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED AT
CORNERS OF ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH III
BASE RAIL.IN LOCATIONS REQUIRING TWO ANCHORS DUE TO WIND,ONE I 2 III ar�.sva�nv'ae LiiO
ANCHOR IS TO BE ON EACH SIDE OF THE COLUMN POST. \ III 11 A III 17833 59TH AVE NE, SUITE C
3. ANCHORS IN CL05E PROXIMITY TO EACH OTHER MUST HAVE A MIN.4 III I II /SPACING. ARLI NGTON WA 98223
� / / III III II III , (360) 403-4900
4. MIN. NUMBER OF CONCRETE ANCHORS PER POST SHALL BE AS SHOWN IN / III J�
TABLE 11-A.2. /
5. THE SIZE OF THE SLAB SHALL BE THE SIZE (WIDTH AND LENGTH)OF THE M2p III // ENGINEERED BY:
BUILDING PLUS 5"FOR 14GA MATERIAL AND 5,�' FOR 12GA MATERIAL.
6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FR05T
DEPTH SPECIFIED PER LOCAL CODE. \ 2
7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS CONTROL JOINTS SPACED AT \ Y �P�" d A&A ENGEVEERiNG
To 20'IN EACH DIRECTION. MAX.20'-O' O.C. \ J/ / 1
CiPIL•STRUCTURAL
CONCRETE SLAB FOUNDATION 11-A 59llRT l.419.2 Place2-19 S*Fax•T-292, OHJ3623
8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. Te1.�19�292-1983•Fax.A19.292.0955
9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 28 DAYS.
SCALE:NT5
DRAWING INFORMATION
TABLE 11-A.2:CONCRETE PROJECT: 20'-0" WIDE BUILDINGS
6" -Iv�,�-BUILDING POST -1" O" ANCHOR -
6" BEYOND SLAB ANCHOR SCHEDULE T.F.F. BASE LOCATION: STATE OF WASHINGTON
N // FLAT///
A �--I A 2"WIDE X 1"DEEP / ,,,?;� RAIL PROJECT NO.: 320-19-0365
�--�- -I NOTCH ALONG SLOPE / SHEET TITLE:
FOUNDATION OPTION 1:
OVERHEAD DOOR ENCLOSED ❑105 TO 130 (1)1/2,B X 7"
AND SLOPE TO 2 ❑140 TO 180 (2)1/2 0 X 7"
y " `2 END WALL POST _ CONCRETE SLAB
OVERHEAD DOOR NOTCH DETAIL 0105 TO 115 (1)1/2".0 X 7 DOOR POST 2 OPEN ❑130 TO 180 (2)1/2"8 X 7" SHEET NO.: 11-A/ 11
SCALE:NTS 14GA SECTION A-A
NOTES: DRAWN BY: LAK DATE: 3/4/19
TABLE 11-A.1: NOTCH WIDTH 1. ANCHORS ARE To BE CONCRETE WEDGE OR -1" O" ANCHOR CHECKED BY: OAA DATE: 3/4/19
EXPANSION ANCHORS. T.F.F. BASE
73/#'
727/8"
7113/4'
"117/6'
2. MIN.EMBEDMENT DEPTH TO BE 2k'. Nf T // RAIL LEGAL INFORMATION
3. ANCHORS TO BE SPACED NO MORE THAN 6" ANY DUPucATION OF THIS DRAWING IN WttOLF OR
SLOPE PART 15 5TRICMY FORBIDDEN.ANYONE DOING 50 WILL
FROM POSTS. /�,/ / BE PR05ECUTED UNDER THE FULLoaENT OF THE LAW.
NOTE: DEPTH 15 TO BE 1 1/2" DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE.
-2" END WALL POST SEAL:
It 10 MIN.4"EDGE DIST. MIN.4 EDGE DIST. DOOR Posr
`
[1]COLUMN POST
NOTCH-SEE 12GA SECTION A-A 'may AS
ANCHOR-SEE TABLE 11-A.2 [3]BASE RAIL TABLE 11-A.1
MIN.4"THK. GRADE(MIN.2% a GRADE MAX.6" �� -' ' C ;rA
CONCRETE SLAB SLOPE-AWAY F
(2%SLOPE) [1]COLUMN POST
FROM SLAB) ANCHOR-SEE 00
TABLE 11-A.2 [3]BASE RAIL
W6X6-6/6 WELDED '�• S N w w J � LU r0
WIRE OR#4 0 24" 15 o � z � � o � � � � ,' . ': � � � 40277
E.W.,OR FIRER MESH J a c� 0 �`�' ��G
AS RECOMMENDED 1' °L �f T- W °� 3 A, ;ti. �.. w� o o ISTE �1
BY MANUFACTURER L�1 w ui . '� ' ' 0 o -, `SJGIVAL
❑NOTCHED EDGE DETAILV o w
(3)#4 REBAR CONT. < EDGE OFFSET DETAIL SECTION D-13 DATE EXPI E
❑ STANDARD EDGE DETAIL 1 R s 11/09/2020
SCALE:NT5 DATE SIGNED: MAR 05 2019
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TABLE 11-8.1: ANCHOR SCHEDULE MANUFACTURED BY:
III �
� �4 III \
ENCLOSED ❑105 TO 130 (1)1/2"2J X 7" �` \
0140 TO 180 (2)1/2"0 X 7" �r
= �
OPEN ❑105 TO 115 (1)1/2 P1 X T Iter.sv�rvn�roe rao
13130 TO 180 (2)1/2"0 X 7" \\� \\ \\\
17833 59TH AVE NE, SUITE C
NOTES: JA ` III \\ II y\ III
1. ANCHORS ARE TO DE CONCRETE WEDGE OR I ��� \\� I II ARL INGTON, WA 98223
Tit
EXPANSION ANCHORS. (360) 403-4900
7i
2. MIN. EMBEDMENT DEPTH TO DE 25. `—
3. ANCHORS TO B
FROM POSTS. E SPACED NO MORE THAN 6 IIi \\ / �\ I III ENGINEERED BY:
III
�I�I
III \\ / \ \ II A A ENGDWERTNG
TABLE 11-8.2: CONC. II (� `\ \\ \ II I \� Cn'IL•SrRUCTURAL
STRIP SCHEDULE III I I \ II 3911 Reoaissauce Place,Ssuie B•Toledo,OH 43623
Tel.4M292.1983•Far.419-292-0955
wnwaaeugincm.com
// DRAWING INFORMATION
12"X 12"❑105 TO 130 II /�
II / PRorEcT: 20'-O' WiDE BUILDINGS
D140 TO 155 18"X 12" III III I(j III III IIII / LOCATION: STATE OF WASHINGTON
26"X 12" \ III III I III /� PROJECT NO.: 320-19-0365
18 x 18
❑165 TO l80 21 X 15 \ \ III III III SHEET TITLE:
\ \ \ II III I NOTES: / / FOUNDATION OPTION 2:
\ \ \ I II / _1. WIDTH AND DEPTH DIMENSIONS CAN CONCRETE STRIP
\ \ \ \ \ II III /
DE INTERCHANGED. \ III i SHEET NO.: 1148/ 11
/ CONCRETE STRIP FOUNDATIDN DRAWN BY: LAK DATE: 3/4/19
FOOTING OPTIONAL AT OPEN v'" -
END WALLS AND OVERHEAD CHECKED BY: OAA DATE: 3/4/19
SCALE:NTS
DOOR OPENINGS \ / 1 LEGAL INFORMATION
11-8 -ANY DUPUCATION OF THIS DRAWING IN WHOLE OR
ONE DOING 50 WILL
CONCRETE STKIP FOUNDATION NOTES: BEPP 15 5TRICTLY FORBIDDEN.ROSECUTEDUNDERTHEFULLIWITNT OFTHELAw
-DRAWINGS VAUD OF TO I YEAR FROM DATE OF I55UE.
1. DESfGN5 5HOWN ON THiS SHEET ARE FOR CONCRETE STRIP FOUNDATION.ANY [1)COLUMN POST
ANCHOR-SEE SEAL:
eOF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED. TABLE 11-3.1
2. CONCRETE ANCHORS SHALL DE LOCATED NEXT TO EVERY POST AND ON EiTHER GRADE(MIN.270 w B U%
SiPE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED AT CORNERS OF SLOPE AWAY [3]BASE RAIL S,
ENCLOSED BUILDINGS WiTH END WALLS-ONE ON EACH EASE RAIL.IN LOCATIONS FROM SLAB) f O
o
REQUIRING TWO ANCHORS DUE TO WiND,ONE ANCHOR iS TO B d.
E ON EACH SiDE OF v ,�_,�_ •_
THE COLUMN POST. �a n Z
3. MiN. NUMBER OF CONCRETE ANCHORS PER P05T SHALL DE AS SHOWN IN TABLE a
eq
4. ANCHORS IN CL05E PROXIMITY TO EACH OTHER MUST HAVE A MiN.4" SPACING. . d�•• m ,� f"
5. DEPTH OF CONCRETE STRiP FOOTING SHALL DE GREATER THAN FROST DEPTH (4)#4 REDAR O 40277
SPECIFIED PER LOCAL CODE.
6. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. CONT. w
Ea. EQ. �sslOCl
7. CONCRETE STRENGTH TO DE A MIN OF 2500 PSi 0 28 DAYS. SEE TADLE 11-D2 � TIAL
8. DUILPING 15 TO DE MOUNTED ON THE CENTER OF THE STRiP FOUNDATION. ❑ CONCRETE STRIP FOUNDATION DETAiL
1 DATE EXPIRES: 7 1/O9/2020
SCALE:NITS DATE SIGNED: MAR 05 2019
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[1]COLUMN P05T OR MANUFACTURED BY:
[11]END WALL P05T
[3]BA5E RAIL -
e
DRILL 5/8"HOLE THROUGH .
DA5E RAIL AND SECURE S \\\ II \\ III \\ �M Bvu lY1DfGe iaeo
'.. ANCHOR EYE WITH 1/2" 0 jlDt= It \z � \I
THROUGH BOLT AND 2 17833 59TH AVE NE, SUITE C
ARLI NGTON, WA 98223
\ASHERS E.S.
(360) 403-4900
ENGINEERED BY:
ANCHOR ROD
ill �II II III III /� A&A ENGINEERING
-1/2"0SHAFT X(2) III III I r // SOIL ANCHORS AT ClAgL•STRUCTURAL,
4"DISKS-HELICAL II 1� 5911 Renaissance Place,Seise B•Toledo,OH 43623
[] OPTION 1: HELICAL SOIL III III I_ 1 ALTERNATE END ANCHORS 1 SOIL ANCHOR III III III % J WALL POSTS Tel T19%%uwoaengmecrs.lcou292_955
SCALE:NT5 1!j
r SOIL ANCHORS AT DRAWING INFORMATION
ALTERNATESOIL ANCHORS EITHER / L 1 COLUMN POSTS PROJECT: 20'--O" WIDE BUILDINGS
51DE OF OVERHEAD 11 D
DOOR OPENINGS ANCHOR RODS AT ALL LOCATION: STATE OF WASHINGTON
SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT No.: 320_-19-0365
CORNERS ON SOIL ANCHORS SHEET TITLE:
SOIL FOUNDATION NOTES: SOIL FOUNDATION FOUNDATION OPTION 4:
SCALE-NTS
1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. ANY OF [3]13ASE RAIL - SOIL ANCHORS
THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. [1 COLUMN POST OR -
2. 501L ANCHORS (HELICAL OR ROCK/ASPHALT) SHALL BE LOCATED AT ALL 4 [11]END WALL POST SHEET NO.: 11-D/ 11
CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS,ON POSTS WITH DRAWN By. LAK DATE: 3/4/19
DIAGONAL BRACING IF REQUIRED RAIL
,AND ON ALTERNATE INTERIOR COLUMN / DRILL HOLE THROUGH
BASE RAIL AND SECURE CHECKED BY: OAA DATE: 3/4/19
POSTS AND END WALLS POSTS. [7]DA5E ANGLE WITH LEGAL INFORMATION
3. HELICAL ANCHORS ARE TO BE USED ONLY 1F THE DRIVING TORQUE INTO THE 1/2".0 THROUGH BOLT -ANY DUPLICATION OF TI115 DRAWING IN WHOLE OR
GROUND 15 150 FT-LDS OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE AND 1"WASHERS E.5. PART 15 5TRICTLY FOR510M.ANYONE DOING 50 WILL
BE PR05ECUTED UNDERTHf FULL EXTENT OF THE LAW.
FOR 501L QUALITY AT SITE. DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
4. HELICAL ANCHORS CAN ONLY DE USED FOR CLA55 2,3&4 501LS (SEE SOIL
CLASSIFICATIONS THIS PAGE). EXISTING SEAL:
5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE •. ASPHALT
GROUND WITH A 1/2"X 30" LG. ROD. RODS WILL HAVE A PRE-FORMED HEAD AT VV A�Sh,
THE TOP AND ONE COAT OF RUST PROOF MATERIAL.
A
6. ASSUMED SOIL DEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. ANCHOR ROD
SOIL CLASSIFICATIONS: 1 z
SOIL CLASS DESCRIPTION 7 DASE ANGLE
2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, [ ] ��HP9-A ASPHALT/
COARSE GRAVEL/COBBLES, PKELOADED SILTS,CLAYS AND CORAL.
HP-9 ROCK ANCHOR .d 40277
3 SAND, SILTY SAND,CLAYEY SAND, SILTY GRAVEL, MEDIUM DENSE COARSE �rCISTE �9 SANDS, SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. t� ,
4 LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS AND SI0N A L
ALLUVIAL FILLS. F-1 OPTION 2: ROCK / ASPHALT ANCHORS
"FROM HUD 'MODEL 44ANUFAC7'UREDHOMEIN5rALLAT/ON57-ANDARD5" SCALE:NTS DATE EXPIRES: 11/09/2020
DATE SIGNED: MAR 05 2019
I
1
.. ��
CITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:18821 Crown Ridge Blvd Permit#:2673
Parcel#:3105 t300300600 Valuation:35400.00
OWNER APPLICANT CONTRACTOR
Name:ARLINGTON SCHOOL DIST#16 Name:Arlington School District Name:HCI Steel Buildings
Address:315 N FRENCH Address:315 N.French Ave Address: 17833 59th Avenue NE,#C
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:360-460-8913 Phone:360-403-4900
LIC:HCISTSB864DE EXP:03/05/2020
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Commercial New CODE YEAR: 2015
STORIES: 1 CONST.TYPE:
DWELLING UNITS: OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 10/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
ands City of Arl ntong3jpj.
AfAlYf F
Sign, re Print Name Date Released By CDatc
CONDITIONS
Adhere to approved plans. Call for inspections.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
8/5/2019 Building Permit Fee $739.30
8/5/2019 Building Plan Review Fee $480.55
8/5/2019 Processing/Technology Fee $25.00
8/5/2019 State Surcharge-Commercial $25.00
Total Due: $1,269.85
Total Payment: $1,269.85
Balance Due: $0.00
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
'C
COMMERCIAL APPLICATION
�.QlING�p PERMIT SUBMITTAL
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551
Name of Project: S?D2"IC 51N0
Project Address: _ 1$ i'3 a ^L�oWr✓ �?1��, E 13LVD , ,19Z,W11,147-DLV- �,✓�9- 9���3
Special Inspection Firm:
Address: /,///4
Contact Person: _31 ?IA/V L�wig Phone:
Email: /0 te Q 6./,-CA4 e
Special Inspection Firm Special Inspectors:
The Special inspection Firm of ALIA will perform special inspection for
the following types of worts(separate forms must be gubmitted if more than one firm is to be employed).
( ) Reinforced Concrete
( j Bolting in Concrete
( ) Pre-stressed Concrete
( ) Shotcrete
( ) Structural Masonry
( ) Structural Steel and Welding
( ) High-Strength Bolting
( ) Spray-Applied Fireproofing
( ) Smoke-Control Systems
( ) Other Specify.
All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection
is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume
must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will
not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved.
A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall
be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections
and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be
detailed on a discrepancy report and presented to the building department.
A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that
inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda.
Any unresolved discrepancies must be detailed in the final report.
The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible
to the City of Arlington Building Division in the performance of the required worts.
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City
Inspector. The contractor shall maintain all daily inspections reports, on site, for review.
Received
REV 2015 Page 8 of 9 JUL 16 2019
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
��l�NG�OZ Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551
The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is
responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved
by the City Inspector.
Building Division:
The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the
approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and
shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals
are obtained,prior to work shown on the revisions being performed.
Owner:
The project owner, or the architect or engineer acting as the owners agent,shall employ the special inspector or agency
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may
void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would
need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may
result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved.
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner: k2 t l(V4 TDN 14C ffa0 _Pl STTZ I CT_ 1VV /6 Date: /
I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described
property will be in accordance with the laws, rules and regulation of the State of Washington.
Applicants Signature rEe-
A/R!�cro tv- o F
612 0(1/ ��l✓� oPErL.4Tian�S /S
Print Applicants Name Date
FOR STAFF USE ONLY
Permit# Accepted By Amount Received Receipt# Date Received
REV 2015 Page 9 of 9
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community& Economic Development
City of Arlington - 18204 59th Ave NE-Arlington, WA 98223- Phone (360)403-3551
THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE
IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S
STATEMENT OF INTENDED USE. !�-
Name of Project: Valuation: �7 , q 0 0
Project Address:
Parcel ID#: Legal Description
Owner: Mt2Lf/1/(�'7�/✓ S QL /�T2/C� (, Phone Number: 30- 6 4-(, 23-g
Address: 3/57 ff o2EFly ' 1. i90,gE City: AW.,_/ ^,.Ton/ State: W4- Zip Code: q g'2"Z3
Applicant: 5 Phone Number:
Cell Phone: E-mail:
Address: City: State: Zip Code:
General Contractor: k� 5,7P-E4- 3 u/ -011V4 S Phone Number: 36 D— e-10 j — e-lc/pc)
Cell Phone: E-mail:
Address 11635 5977V A*,Lr- A/E City: Af'0e-?/1'4rZ)/V/ State: � Zip Code:
Contractors License Number: Pel2 57-S 0396 q DE Expiration:
Contact Person: Phone Number: �6 "L✓6� ^ /�
Cell Phone: E-mail:
Address: ,SA1W_ A$ O t,%,'ArEr2 City State: Zip Code:
Proposed Scope of Work: `!I1S74GC- M"d_ STV/Z,44,C_ 13 u /L,01LV4
PLAN `Izvo iv
—791, 710
6 aL/Ld q
i�
REV 2015 Page 6 of 9
Lit Y Off,
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
IN Department of Community&Economic Development
City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551
Project Name/Tenant SfiD1Z47a1F- -5«�
Site Address Bldg/Unit/Suite 73tPAAC—
IBC Construction Type IBC Occupancy Type
Description of Use S7MFZA61---
Building Square Footage �000 Number of Stories
Square Footage Per Floor &00
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids(tanks, piping etc...)
❑ Hazardous materials
❑ High piled/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft)
Provide details on any of the above checked items:
Installation, changes, modifications or removal of any of the above may require additional submittals,
information, or permits during the plan review or construction process.
Statement of Special Inspection
REV 2015 Page 7 of 9
STANDARD COVER QUOTE
17833 59th Ave NE,Suite C Office: (360)403-4900
Arlington,WA 98223 Contractor's License:HCISTSB864DE
• I ! I I ' ' i ' I " 1 l 1 l " I I II
www.hcisteelbuildings.com ❑ Delivery ® Install ❑ Pick up ❑ Ship ❑ Kit Only
Quote Valid for 30 days Quote* 060619-CG-1 Referral Source: Previous Customer
TODAY'S DATE: 6/6/2019 CONTACT NAME: Brian Lewis/Arlington High School
PROJECT NAME: 20x30x12 A-Frame Vertical PHONE: 360-618-6238
SITE ADDRESS: 18821 Crown Ridge Blvd, EMAIL: blewis@asd.wednet.edu
Arlington,WA 98223 BILLING ADDRESS 315 North French Ave
Arlington,WA 98223
UPGRADE COLORS ROOF PANELS- WALL PANELS- TRIM-
Description of Items QTY PRICE EA U/M TOTAL PRICE NOTES
STRUCTURE-14GA 2.5"X2.5" TUBE
20x30x12 A-Frame Vertical 26ga 3:12 5'OC 1 $4,229.00 EA $4,229.00
ROW OF SKYLITE PANELS- 16' EACH 2 $81.00 EA $162.00
DRIP STOP- ROOF&WALLS 1700 $1.25 EA $2,125.00
PANELS 29GA ROOF PANELS INCLUDED(WHITE)
10'ADDITIONAL TRIM -DOORS 5 $68.40 EA $342.00
ENCLOSED SIDEWALL 2 $683.50 EA $1,367.00
ENCLOSED ENDWALL 2 $1,182.00 EA $2,364.00
OPTIONAL UPGRADE TO 26 GAUGE PANELS(HEAVIER 1 $385.00 EA $385.00
PANEL)W/CHOICE OF COLORS
DOORS/WINDOWS/MISC
ROLL-UP DOOR- 10x10 CHAIN HOIST w/PREP 1 $1,350.00 EA $1,350.00
PERSONAL DOOR-Galvanized threshhold 1 $675.00 EA $675.00
2x3 WINDOW 1 $403.00 EA $403.00
ADDITIONAL FRAMING MATERIAL(LF)-DOORS 50 $5.40 LF $270.00
HARDWARE
ASPHALT/GROUND ANCHORS 14 $17.00 EA $238.00
PREVAILING WAGE ADD 1 $18,489.60 EA $18,489.60
SUBTOTAL EA 32,399.60
SALES TAX-Code# 3101 1 9.20% EA 2,980.76
GRAND TOTAL 35,380.36
40%DEPOSIT AMOUNT 1 1 40.00% 1 1 14,152.15
BUILDING MUST BE WATER TIGHT
Print: ',2/�0✓ L�(,vi S Date: 611/9
Sign: �_1 --
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Permit#: 2673
Permit Date: 07/18/19
Permit Type: COMMERCIAL BUILDING
Project Name: ASD Storage Shed
Applicant Name: Arlington School District
Applicant Address: 315 N. French Ave
Applicant, City, State, Zip: Arlington,WA 98223
Contact: Brian Lewis
Phone: 360-460-8913
Email: blewis@asd.wednet.edu
Scope of Work: Metal Storage Building
Valuation: 35400.00
Square Feet: 0
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 08/06/2019
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: Raelynn Jones
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31051300300600 18821 CROWN RIDGE ARLINGTON 681 Nursery,Primary
BLVD SCHOOL DIST#16 &Secondary School
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
HCI Steel Buildings Ted Wheeler 360-403-4900 17833 59th CONSTRUCTION HCISTSB864DE
Avenue NE,#C CONTRACTOR
Plan Reviews
Date Review Type Description Assigned To Review Status
07/18/2019 Commercial Accessory BUILDING
Structure
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $739.30
Building Plan Review Table 4-2 $480.55
Processing/Technology $25.00
State Surcharge-Commercial Commercial Only $25.00
Total $1,269.85
Attached Letters
Date Letter Description
08/05/2019 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
07/18/2019 Arlington School District 1352 Check Raelynn Jones $1,269.85
Outstanding Balance $0.00
Uploaded Files
Date File Name
01/15/2020 6113722-2673 8-15-19IC.pdf
08/06/2019 5418717-2673 Issued Permit.pdf
07/18/2019 5341847-2673 Structural plans.pdf
07/18/2019 5341846-2673 Application and Site Plan.pdf