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Home My WebLink About18021 59TH AVE NE_BLD1788_2026 y ®l, COMMERCIAL APPLICATION IN `o 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:_��f��/2?c° .� Valuation: OGc/ Project Address: � �� / � ��L /V/L Parcel ID#:J OC, Legal Description LA pai'L5 - a4-C, Owner: �;_`l t� 1�J�i<.� t r� �t_�tz Phone Number: Address: ,21 5 6P_-1 r'r f E City: AE: Tz k) State: ✓%X' Zip Code: 9IT a=�z:3 Engineer: Phone Number. Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractors License Number. Expiration: Contact Person: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: i Proposed Scope of Work: Ct ��GIc '1`U 1��`� r✓i l��' I d REV 2015 Page 6 of 9 -- COMMERCIAL APPLICATION y PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant�g¢&t-SS C tAg- &-kk*,'S L,Je- % Site Address 1'-�1'0-.�/ 0 1 '4ye Iye Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories Square Footage Per Floor 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 `t!Y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL 7�iING�O Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Name of Project: Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted 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. REV 2015 Page 8 of 9 CST Y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL 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. i Owner: t i % (* ( Date: z`) l 1 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 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 a CITY OF ARLINGTON !' 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:18021 59th Ave NE Permit#:1788 Parcel#:31052200102200 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:Nylander Property,LLC Name:Lance Nylander Name:West Coast Metal Buildings,Inc. Address: 12800 HWY 99 Address:18021 59th Ave NE Address:5232 Salem-Dallas Hwy NW City,State Zip:Everett,WA 98204 City,State Zip:Arlington,WA 98223 City,State Zip:Salem,OR 97304 Phone: Phone:206-919-8357 Phone: 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: 0 OCC GROUP: BUILDINGS: 3 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. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction tprtesain lyc City of Arlington must be reported on your sales tax return form yand coda Ci of Arlin n#310 G /Irb/ Signature Print Name VDate Released By t Efate CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS 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 2/12/2018 Building Permit Fee $563.68 2/12/2018 Building Plan Review Fee $359.34 2/12/2018 Processing/Technology Fee $25 00 2/12/2018 State Building Code Surcharge Fee $4.50 Total Due: $952.52 Total Payment: $359.34 Balance Due: $593.18 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: MANUFACTURED BY: OFF CITY OF 5232 Salem Dallas Hwy NW Salem,OR.97304 BUILDING DEPARTMEN TcIA-866-404-7788,Fax:1-503--%6-8833 APPROVED REGULAR A-FRAME Received ENGINEERED BY:do DAM_44�4/ -7_10 301`0 II WIPE NO CHANGES AU11WOR 0 E L 2 7 Z 017 A&A ENGINEERING iZED clvu.•s•rxucrUxnL UNLESS APPROVED BY TH6 A1� O R T STYLE B U i L D 1 N G 5 ��b°v 5911 ilcooissaac PLxr,s m�n.T"ka�,off Tcl.11^ 98;i1�.uFnu�J�9 92-0J:S BUILDING INSPECTOR DRAWING INFORMATION DESIGN NOTES-- DESIGN CRITERIA DRAWING INDEX PROJECT: W 0"WIDE t3UILDINGS 1. ALL CONSTRUCTION SHALL BE PROVIDED 1N ACCORDANCE PREVAILING CODE: W515C(113C 2015) COVER SHEET 1 LOCATION: STATE OF WASHfNGTON WITH IBC 2015,OSHA,RISC 560,ASCE 7-10.AWSD 1.1 CODES USE GROUP: U(CARPORTS,DARNS) SCHEDULES&MEMBER- PROJECT NO.: 037-16-1408 AND ALL APPLICADLE LOCAL REQUIREMENTS. 1. DEAD LOAD(D) D=4 PSF SECTIONS _ 2 SHEET TITLE: 2. DASE CONNECTIONS SHALL DE PROVIDED AS SHOWN ON 2• ROOF LIVE/SNOW LOAD(Lr) FRAME SECTIONS&DETAILS — 3 COVEK SHEET Lr=20-61 PSF FOUNDATION DETAIL5 SHEET. (AS PER SNOW LOAD SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 3. SNOW LOAD(S) SEE TADLE 4) &ENCLOSURE NOTES q SHEET NO,: MAY DE SUBSTITUTED WITH MATERIAL EQUAL OR GROUND SNOW LOAD Pg=20-90 PSF PURLIN&GIRT SCHEDULES ----- 5 DRAwN BY: LAK DATE:11/21/16 EXCEEDING ORIGINAL, IMPORTANCE FACTOR 15=0.8 SHEATHING OPTIONS 6 CHECKED BY:DAA DATE:11/21/16 THERMAL FACTOR Ct=1.2 LEGAL INFORMATION 4, ALL SHOP CONNECTIONS SHALL DE WELDED EXPOSURE FACTOR Cr,=1.0 SIDE WALL FRAMING CONNECTIONS. ROOF SLOPE FACTOR C5=1.0 &OPENINGS 7-A,7-B PARi155TRIGTLY FORBIDDEN.ANYM I DOING 50%MLL N WhOu:OR 4, WIND LOAD(W) BE PROSECUTED UNDER THE FULL EXIEMT Of THE LAI" 5. ALL FIELD CONNECTIONS SHALL BE#12(1/4"A')5DS BASIC WIND SPEED VA,p=105-180 MPH END WALL FRAMING -DRAWNG5 VALID UP TO I YEAR FROM DATE OFI5 (ESK-2196 OR EQ). EXPOSURE C &OPENINGS 6-A,6-D SEAL: 5. SEISMIC LOAD(E) AB U� T�6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV, DESIGN CATEGORY D CORNER BRACING DETAILS ------ 9 ! OR PAINTED STEEL-MAIN RIB HT.3/4"(FY=8 IMPORTANCE FACTOR le,=1,00 0K51)OR EQ. OPTIONAL LEAN-TO ADDITION 10 4, 04 WA 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS LOAD COMBINATIONS: FOUNDATION OPTIONS - - 11-A TO 11-9 ` �0 SHALL DE GRADE 50 STEEL. 1. D+(Lr OR 5) 0 O +2, 2. D+(0.6W OR L0.7E) 8. STRUCTURAL TUBE T52 1/2"X2 1/2"-•14GA.15 EQUIVALENT 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR 5) Z 10 T521/4"X2 1/4'-12GA AND EITHER ONE MAY DE USED 1N 4. 0.61)+(0.6W OR t0.7E) / LIEU OF THE OTHER. 40277 '' rr CUSTOMER INFORMATION, DESIGN LOADS (� BUILDING INFORMATION CERTIFICATION VALIDI �GXSTBg�` 1� OWNER: Lamn 0 tCuA&^ � GROUND SNOW:�(�PS t- WIDTH: V _ FRAMETYPE: WA-FRAME NOTICE SSIaNAL ADDREW. - - El REGULAR DATE OF ISSUE:NOV 23 201 k&02'` �1 • e • 1� ROOF LIVE LOAD: �bS LENGTH:"r V ❑ ULL . `� ENCLOSURE WARTIAL CERTIFICATION ONTHESE DRAWINGS IS DATEEXPIRES: 11/09/2018 �I I ,I/I.7�` 98212 3 TYPE. F E BASIC WIND SPEED:� v� HEIGHT: 112 [3 OPEN VALID FOR ONE YEAR FROM DATE O ISSUE SIGNED: NOV 21 2016 TABLE 2.1:MEMBER PROPERTIES MANUFACTURED BY: LAE3EL PROPERTY Fp-ETAIL NO. a 2.5"X 2.5"X 14GA TUBE W/229' 1 COLUMN POST 11 N X 2.25"X 12GA TUBE INSERT 2 ROOF BEAM 2.5"X 2.5"X 14GA TUBE 1 3 BASE RAIL 2.5"X 2.5"X 14GA TUBE 1 4 PEAK BRACE 2.5"X 2.5"X 14GA TUBE 4 THICKNESS=14GA THICKNE55=14GA 5 KNEE BRACES 21Y X 1.5"14GA CHANNEL 4 2.5"X 2.5"14GA TUBE 1 2.25"X 2.25"14�TUDE 6 CONNECTOR SLEEVE 225"X 225"X 14GA TUBE 2 SCALE:NrS SCALE:WS 7 BASE ANGLE 2.5"X 25"X 3"LG.1/4"ANGLE 10 5232 Salem[Anllos I IAvy NW 8 PURLIN 425"X 1.5 X 18GA/14GA HAT CHANNEL 5 Salem,OIL 97304 a Tel1-866-404-7788,Fax:1-503-566-8833 9 GIRT 425"X 1.5"X 16GA/14GA HAT CHANNEL 5 N ENGINEERED BY: K) SHEATHING 29 GA CORRUGATED SHEET 8 �,�. --/-.� di 11 END WALL POST 2.5"X 2.5"X 14GA TUBE 1 1TiICKNE'I SS 114GA THICKNESS=1 14GA 12 DOOR POST 2.5"X 25"X 14GA TUBE 1 13 SINGLE HEADER 2.5"X 25"X 14GA TUBE 1 2"X 2"14GA TUBE 3 2.5"X 15'14GA CHANNr=L 4 AAA ENGINEERING 141 DOUBLE HEADER DBL 2.5"X 25"X 14GA TUBE 1 SCALE:WS SCALE'WS CnU•STRucrURAL s911 n-i�-Ph-,S°;(.B•T.I do,OH,M2a SERVICE DOOR/WINDOW Td.d19-29Z198.9°F-..119-292-0955 15 FRAMING 25"X 2.5"X 14GA TUBE 1 1.5U' b mw."a ng.mcm-m LO 16 ANGLE BRACKET 2"X 2"X 2"La 14GA ANGLE 7 DRAWING INFORMATION 17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA PLATE 6 _PROJECT: W-O"WIDE BUILDINGS 18 PB SUPPORT 2.5"X 2.5'X 14GA TUBE 1 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 LOCATION: STATE OF WASHINGTON 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 4.25" ZVI PROJECT NO.: 037-16-1408 21 DB BRACKET 6"X 6"X 14GA PLATE 9 THICKNESS=16GA/14GA SHEET TITLE; 22 TRUSS SPACER 25"X 2.5'X 14GA TUBE 1 4.25"X 1.5"X 18GA/14GA5 2.5"X 2.5'X 14GA TUBE W/2.25" SCHEDULES & L X 61 "5ELF-PRILL SCREWS its -71 6 HAT CHANNEL X 2.25"X 12GA TUBE INSERT 11 MEMBER SECTIONS 23 ALL FASTENERS OR EQ)W/NEOPRENE/STEEL WASHER SCALE:WS SCALE:WS NOTE:INSERT FULL LENGTH&FIELD SHEETNO.: 2/ 11 TABLE 2.2:SHEATHING FASTENER SCHEDULE BOLT W/[24]FASTENERS(0 12"CIC • • CORNER PANEL51 SIDE LAPS EDGE LAPS ELSEWHERE STAGGERED OPPOSITE FACE DRAWN BY: LAK DATE:11/21/16 6"C/C I MIN.1 4"C/C 8"C/C a CHECKED BY:OAA DATE:11/21/16 FASTENER TYPE:#12Xi"SELF-0RILL SCREWS(ESP-2196 OR EQ)W/ ° N LEGAL INFORMATION NEOPRENFJSTEEL WASHER ° ANY DUPLICATION°a PAR STRICTLY FORBI THIS DDEN. W NIE IN DOING W"f OP tLL TABLE 2.3:GAUGE THICKNESS BE PROSECUTED UNDER TIE FULL EXTPMOFTHE LAI"' 29 18 14 12 -DRAWINGS VALID UP TO I YFM FROM DATE OF IS' 0.015 0.)49 OA83 0,109 SEAL: THICKNESS=14GA THICKNESS=14GA A A B U, STRAIGHT BRACKET 6 ANGLE BRACKETO i� W ASt* SCALE:NrS SCALE:NrS Qv � e O � Z O N s �O 40277 ww� ` �`�L' 3� ;� c�S,s�CiSTER 0 THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" IONA L E 29 GA CORRUGATED SHEATHING 8 DB BRACKETO B 10 BASE ANGLE DATEEXPIRES: 11109/20'18 SCALE:Nr5 SCALE-HTS 9 SCALE:NrS DATESIGNED: NOV 21 2016 MANUFACTURED BY: [8]PURLINS pG�p GENERAL SHEATHING NOTE5: tis'o � 1. REGULAR STYLE DUILDINGS CAN ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A-FRAME 51-YLE 13UILPING5 CAN 2 HAVE ANY COM13INATION OF 1r� 6 HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 5232 Salem Dallas 1,1wy NW 3. DOTH HORIZONTAL AND VERTICALS Salem,OR.97304 ROOF SHEATHING CAN HAVE MAX. Tel:1-866-404-7788,Pax:1-503-566-8833 6"OVERHANG. ENGINEERED BY: 4. USING VERTICAL SHEATHING MAY 1 w LLOW FOR GREATER FRAME i 6 �b.- 0 A SPACING.SEE NOTE 2 UNDER ,� TADLE 4. A&A ENGIN)lERING 3 CIVII-STRUCI MAL ❑TYP.IIORI7.ONTAL SHEATHING S911Rcna1j ncriac•,suiIcn.Tokdu,ox4a623 SCALE:Nfs 6 [9]GIRTS Tel.419-�-1989.Faa.a»-2924955 urw.—n5inmamm ❑TYP.VERTICAL SHEATHING DRAWING INFORMATION • scnLe:Nrs PROJECT: 30-0"WIDE 6UILPINGS LOCATION: STATE OF WASHINGTON • • PROJECT NO.: 037-16-1406 SHEET TITLE-, • SEE TADLE 22 FOR - SHEATHING OPTIONS \ FASTENER SCHEDULE %�� _ do DETAILS [10]SHEATHING SHEET NO.: 6/ 11 [10]SHEATHING [11]END WALL POST ATTACH PURLINS TO SEE TADLE 2.2 FOR ROOF REAMS W/(2) DRAWN BY: LAK DATE:11/21/16 FASTENER SCHEDULE [23]FASTENERS [g]PURLINS CHECKED BY:OAA DAM'11/21/16 TYP. HORIZONTAL SHEATHING PETAIL� ROOF VERTICAL SFIL""ATI IING DETAILO LEGAL INFORMATION ,U,,DuMcanor,oFTr,IF,Dr�awNClNVAVXEOR SCALE:NfS SCALE:WS PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 MLL BE PR0515CUIED UNDER THE FULL D(TENT OF THE LAku • -DRA%MNG5 VAIJD UP TO I WEAR FROM DATE Of I� ATTACH GIRTS TO P05T5 — — W/(2)[23]FASTENERS sEAL: • ,F1.13 ZI [16J ANGLE CLIP.SECURE TO (�' DOOR POST AND RASE RAIL [10]SHEATHING �,� Ot W As w!(h)[23]FASTENERS E.S. All — \ [10]SHEATHING�� r• cn Y _Y SEE TADLE 2.2 FOR— SEE TAKE 2.2 FOR FASTENER SCHEDULE ` FASTENER SCHEDULE [9]GIRTS �O �, 40277 [9A]END-WALL GIFTS �&GIST ER� ssIGNAL ❑WALL VERTICAL SHEATHING-TUDE DE"fAll ❑WALL VERTICAL SHEATHING-HAT CHANNEL DETAILO 3 3 DATEEJ(PIRES: 'I'I/O9IZO'I$ _ SCALE:NfS SCAL15-WS DATE SIGNED: NOV 21 2016 MANUFACTURED BY: 4 1. h 3 [4]PEAK DRAGS 3 141 PEAK BRACE 1n 4 ID 12 3 (2]ROOF REAM 12 3 [2]ROOF BEAM I I —� I I ^—� Y 3 t I 16' 2 r 1 3 1'< / (5]KNEE DRAGE-SEE h P1 KNEE DRACE-SEE J TADLE 3.1 FOR LENGTH 1 111� TADLE 3.1 FOR LENGTH 5232 Salem Dallas I-Iwy NW Salem,OR.97304 (1]COLUMN POST Tell-866-404-7788,Fax:1-503566-8833 [t]COLUMN POST ENGINEERED BY: 3 �3 (31 BASE RAIL A A STNUCI OLtI G [31 BASE RAIL 5911 Renai-PLuc,SuJIe 11•Tokdo,OH 48648 1J T.I.419.2D2.1910•Far.419-02,0955 � � nww,aacnpncca.mm 29-9112" 29'91/0, DRAWING INFORMATION ❑TYP.A-FRAME SECTION ❑TYP. REGULAR FRAME SECTION PROJECT: 30'`D'WIDE BUILDINGS [21 ROOF BEAM SCALE:NT5 er� f� 2 OOF BEAM SCALE:Nrs -ROOF MEMBER LacnnoN: STATE OF WASHINGTON 19 PROJECT NO.: 037-16-140& ��• 3 f _ SHEET TITLE: [4JPEAKBRAGE FRAME SECTi0N5 & ve°FLLET-11/2"L.G.c�e° DETAiLS C.C.5T1TCH WELD BOTH [4J PEAK BRACE [41 PEAK DKACE-DOUBLED ALONG SHEET NO.: 3 / 11 SIDES STAGGERED TYP. LLET-11/2"LG. 8 ROOF MEMBERTILL SAVE ATTACH WITH51 KNEE DRACE-ATTACHITCH WELD DOTH 10'FILLET-11/2"LG.0 a"G.C.STITCH DRAWN BY: LAK DATE.11/21/16 WITH(2)[23]FASTENERS STAGGERED-TYP. WELD BOTH SIDES STAGGERED-TYP.E S. BRACE-ATTACH CHECKED BY:OAA DATE:11/21/16 [6]6"LG.CONNECTOR 51EEVE [231FA5TENER5 PEAK BRACE CONNECTION DETAILS LEGAL INFORMATION FIELD DOLT W/[231 scALE:NrsANYDUPUCAnONOP-MI5DRANWNGINWHOIfOR FASTENERS-SEE TADLE 32 I [ 1 . NNECTOR SLEEVE- PART 15 STRICILY FORBIDDEN.ANYONE DUNG. wIu AW FOR NO.OF FASTENERS REOR [ BE DRAWINGS VALIJIEDD UNDER THEE FULL EXTENT DATE THE 1' FELD DOLT W/ 23 FASTENERS -DRAwINGs v�ulo UP ro i YEAR FROM PATE or-1 [11 COLUMN POST -5EE TADLE 3.2 FOR NO.OF C71 COLUMN POST FASTENERS REOD. SEAL: [616"LG.CONNECTOR SLEEVE -FIELD DOLT W/[23] \\0 p' A B [11 COLUMN POST ❑A.'A=FRAME SAVE DETAIL ❑D.KEGULAR FRAME FASTENERS-SEE TADLE 32 Q� O� WA SGALF:WS FOR NO.OF FASTENERS READ. TABLE 3.1:KNEE BRACE SCHEDULE (2]ROOF BEAM I O [n]STRAIGHT BRACKET.SECURE / "139' 24" TO PB SUPPORT AND ROOF 131 DA5E RAIL 36" BEAMS OR PEAK BRACE W1(4) /3TEKSSD5.E5. (0)PB SUPPORT-FOR �� 40277 FF.AY,BRACES LONGER TV"T2'-O' BASE DETALI- 0 ", �ti� TABLE3.2 FASTENER SCHEDULE (4131 PEAK BRACE SCALE:NTS C1STE CSC - r • • ON A I, g1� ❑105 TO 125 4 NOTE:COLUMN POST MAY BE ADJUSTED t1"FOR LEVELING. MANUFACTURER 15 NOT RESPONSIDLE FOR LEVELING OF GROUND ❑130 TO 155 6 PB SUPPORT DE-TAILO DATEEXPIRES: 11/09/2018 ❑160 TO 180 8 scALE NTs — A AND/OR CONCRETE SURFACE PROVIDED DY OTHERS. pATESIGNED: NOV 21 2016 MANUFACTURED BY: TABLE 4:FRAME SPACING SCHEDULE GROUND e r r e� r SNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) LOAD(PSF) p105 ❑115 ❑130 ❑140 ❑155 0165 0180 0105 0 115 0130 0140 0155 0165 0180 ❑30/20 60 60 54/60 54 48 42/45 36/42 54 48/54 42/48 42 36/42 36 30 e 0 40/27 48/60 48/60 42/60 42/54 48 42/48 36/42 48 48 42148 42 36/42 36 30 ❑50/34 40/48 40/48 40/48 40/46 40/48 40/48 36/42 1 40/42 40/42 40/42 40/42 36 36 30 9' ❑60/41 36/42 56/42 36 36 36 36 36 36 36 30 30 30 30 24 a ❑70/47 32/36 32/36 32/36 32136 30 30 30 30 30 30 24 24 24 24 5232 Salem Dallas I lwy NW 0 080154 24 24 24 1 24 24 1 24 24 24 1 24 24 24 24 1 24 --- Salem,OR.97304 ❑90/61 18 18 18 18 --- --- - 18 18 _ ___ ___ ___ Tel:1-866-404-7788,Paz 1-503-566-8833 ENGINEERED BY: ❑30/20 60 60 54/60 54 48 42/48 36/42 54 48/54 42/54 42/48 36/42 36/42 1 30/36 0 40/27 48/60 48/60 42/60 48/54 48 42/48 36/42 48 48 42/48 42/45 36/42 36142 30/36 • 0 50/54 40/54 40/54 40/54 40/48 40/48 40/48 36/42 40/42 40/42 40/42 40/42 36/42 36 30/36 • 0 60/41 36/48 36/42 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 30/36 A&A ENGINTERING • ❑70/47 32/36 32/36 1 =36 32/36 32/36 30 30 30 30 30 30 30 30 24 COAL•STRUCrURAL ❑80/54 30 30 30 30 30 30 30 24 24 24 24 24 24 24 59L1 RTn L 419-2 flea,3'o II•19-M-Tkd. 56•1862a TeL•119-29&]9k19�Fhv,d19.49R-0955 ❑90/61 24 24 24 24 24 24 24 18 16 18 18 18 18 18 �nm.eaaneinenoom 030/20 60 60 54/60 54 48 42/45 36/42 54 48/54 42/54 42154 36/46 36/48 30/36 DRAWING INFORMATION 0 40/27 413/60 48/60 42/60 42/54 42/48 42/48 36/42 48 48 42/48 42/48 36/413 36/48 30/36 0 50/34 40/54 40/54 40/54 40/4& 40/48 40/46 36/42 40/42 40/42 40/42 40142 36/42 36/42 30/36 PROJEC 3O'-0"WIDE BUILDINGS T: - - • ❑60/41 36/48 36/48 1 36/48 1 36/45 36/42 36/42 36/42 36 36 36 36 36 36 W136 LOCATION: STATE OF WASHNGTON ❑70/47 32/42 32/42 32/36 32/36 32/36 32/36 30 32/36 =36 30 30 30 30 24 PROJECT NO.: 037-16-1408 ❑80/54 30/56 30136 30156 30/36 W136 30 30 30 30 30 30 30 24 24 SHEET TITLE: ❑90161 1 30/56 30/36 30 30 30 30 30 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 DE USED FOR VERTICAL SHEATHING. SHEET NO.: 4/ 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED IS 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION 13ETWEEN CELLS 15 NOT ALLOWED. DRAvvN BY: LAK oaTE:11/21/16 CHECKED BY:OAA DATE:11/21/16 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAVNANG IN WHOLE OR PART IS 51MMY FORBIDDEN.ANYONE COING 50 N1LL M-PRO5ECUIED UNDER THE FULLDLIENT OF THE V"' -DRAWINGS VALID UP TO I YEAR FROM DATE OF IF SEAL: A AB U,y GENERAL ENCLOSURE NOTES: Q� �� W As 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. ,�� ;y G� ✓` 2. THE MAX.BUILDING LENGTH FOR ENCL05ED DUILPING5 15 75'-O".THIS CAN DE INCREASED �Q' p DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE DUILDING. va 3. FOR ENCLOSED DUILDING5,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GADLE FRAMING(SEE SHEET 8A)OR A DOUBLE END FRAME. ; �� 40277 4. OPEN DUILDING5 CAN HAVE PARTIALLY ENCLOSED 51PE WALLS.FOR SIDE WALLS UP TO 3' ENCLOSED THERE 15 NO CHANGE IN THE DESIGN,FOR GREATER THAN 3'SIDE WALL �tt'S, �GISTER�' G1� ENCLOSURES,THE SPACING FROM ABOVE TABLES NEEDS TO DE REDUCED DY 6". sIO1VAL E� 5. OPEN DUILDING WITH PARTIALLY ENCL05EP END WALLS NEED TO HAVE 51PE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET 9 FOR TYPICAL DRAWING TYP. ENCLOSED BUILDING TYP. OPEN BUILDING DATE EXPIRES: 11/09/2018 DETAILS. SCALE:NfS SCALE-.WS DATE SIGNED: NOV 21 2016 MANUFACTURED BY: TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE GROUND SNOW/ ROOF LIVE SPEED MPH) • • :•E WIND SPEED(MPH) ( LOAD(PSF) ❑ ❑ ❑ ❑ 0 ° ° ° ❑ ° 0 ❑ ° ° ❑5'-0 60 48 36 30 24 24 18 105 115 130 140 155 165 1130 105 115) 130 140 155 165 150 ❑30/20 54 48 42 36 30 24 24 36 30 24 18 18 12 12 0 4'-6" 60 60 48 42 36 30 24 11 40127 42 42 42 36 30 24 24 30 24 18 18 12 12 0 4�0" 60 60 54 54 42 36 30 1150134 40 40 40 36 30 24 24 24 24 24 18 18 12 12 °3-6 48 42 42 ❑ 60/41 36 36 36 36 30 24 24 18 18 18 18 1& 12 12 ❑2=0'TO 3'0 60 60 54 54 48 42 42 _I3tJ1 D N ❑70/47 32 32 32 32 30 24 24 18 18 18 18 18 12 12 NOTES: 5232 Salem Dallas liwy NW ❑80/54 30 30 30 30 30 24 24 18 115 1 18 18 18 1 12 1 12 1. GIRT SPACING UNITS ARE 1N INCHES. Salem,OR 97304 ❑ 90161 24 24 24 24 24L 24 12 12 12 12 12 12 12 2. THIS SCHEDULE 15 TO BE USED FOR BOTH Tel:1-866-404-7788,Fax 1-503-566-8833 _ 14GA AND 18 GA PURLINS. ENGINEERED BY: ❑30/20 54 48 42 42 36 30 48 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED❑40/27 42 42 42 42 36 30 42 36 30 24 18 15 12 FROM TABLE 4. ❑50/34 40 40 40 40 36 3030 30 30 24 18 18 12❑ 60/41 36 36 36 36 36 30 30 30 30 24 18 18 12 A&AENGMERTNG ❑70/47 32 32 32 1 32 1 32 301 ,30 24 24 24 24 18 18 12 CWM•STRUCTURAL ❑80/54 32 32 32 32 32 30 30 18 18 18 18 18 18 12 5911 RTd-A 21'Lun,$-F D•Toledo,OH 4 �7 1 TeL 419-294-1983•Pti�.419.292-09.55 09010 30 30 30 30 30 30 30 18 18 18 18 18 18 12 m w.u� ogmm—nl ❑30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 DRAWING INFORMATION ❑40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 PROJECT. ,301-�"WfDE BUILDINGS ❑50134 40 40 40 40 36 36 30 40 40 36 30 24 24 18 ❑ 60/41 36 36 36 36 36 36 30 36 36 36 30 24 24 18 LocAT1oN: STATE OF WASHINGTON ❑70/47 32 32 32 32 32 32 30 30 30 30 30 24 24 18 PROJECT NO.: 037-16-1408 1380154 32 32 32 32 32 32 30 24 24 24 24 24 24 18 SHEET TITLE ❑ 90/61 30 30 30 30 30 30 30 24 24 24 24 24 24 18 PURLIN& GIRT ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 30 30 SPACING SCHEDULES 13 40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 CI 50/34 40 40140 40 36 36 30 40 40 40 40136 30 30 — NO.: 5 / 11 -- 1360141 36 36 36 36 36 36 30 36 36 36 36 36 30 30 DRAWN BY: LAK DATE:11/21/16 ❑70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 CHECKED BY:OM DATE:11/21/16 ❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 30 30 LEGAL INFORMATION 13 90/61 30 30 30 30 30 30 30 30 301 ,30 30 30 30 30 -ANY DUPLICATION OFTtl15 INrA+MNE IN W}IOIE OR ❑30/20 54 48 42 42 36 36 30 54 48 142 42 36 36 30 PART 15 S19ICRY K*WIDUEN.AMXX&WING 50 WILL P.PW�,F.CUTLD UNDER THE FULL U30tN1 Of TNL LAW 040127 42 42 42 42 36 36 30 42 42 1 42 42. 36 36 30 -DRAWINGS VAUD UP TO I YEAR FROM DATE OF L5e 13 50/34 40 40 40 40 36 36 30 40 40 40 40 3636 30 SEAL: -- 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 A B U_ ❑ 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 01 A Shr ❑80/5432 32 32 32 32 32 30 32 32 32 32 32 32 30 e� W ❑ 90161 30 30 30 30 30 30 30 30 30 30 30 30 30 30 �{V 0, NOTES: O p 1. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPACING NEEDS TO BE DETERMINED FROM TADLE 4. Z 40277 GISTF: �GNAL DATE EXPIRES: 11/09/2018 _ DATESIGNED: NOV 21 2016 MANUFACTURED BY: 51' i1,S7. 5 / MAX.2 CUT FRAMES — 7-B / 5 / \ / 7.6 MAX.2 CUT FRAMES _ -,Jul L) N 5232 Salem Tbllns flwy NW I \ \ Salem,OR 97304 Tcl:1-866-404-7788,Fax:1-503-566-8833 ENGINEERED BY: 1�1 A&AENGINEERING \ / / CIM•STRUCTUFAI. r \ 5911 Rc-its nm PLuq Sade B.Toledo,OH 436'13 \ 1d� \ �f TO.419-292.1983 Foy.419-292-0955 of / \ / I•}`A- Hmv.aacnpneers,mm �h DRAWING INFORMATION / CLEAR BAY EACH SIDE OF 1/1/1/"\\\ � PROJECT: 30'-0"WIDE 6UILDINGS OVERHEAD DOOR OPENING AT CLEAR BAY EACH SIDE OF LOCATION: STATE OF WASHING TON TON BUILDING CORNERS OVERHEAD DOOR OPENING&AT BUILDING CORNERS PROJECT NO.: 037-16-1408 ❑SIDI: WALL OVER HEAD ROOK OPENINGS SHEET TITLE: SCALE;Nr5 ❑SIDE WALL OVEK HEAD DOOR OPENING5 SIDE WALL FRAMING WITH TRUSS STYLE HEADER SCALE:WS & OPENINGS SHEET NO.: 7—A / 11 DRAWN BY: LAK DATE:11/21/16 CHECKED BY:OAA DATE:11/21/16 SIDE WALL FRAMING NOTES: LEGAL INFORMATION —ANY DUPLICATION OFTHI5 DRAWING IN WHOLE OR 4 1. TRUSS—STYLE HEADERS ARE REQUIRED FOR WHERE THE PART IS 5TKICrLY FORBIDDEN,ANYONE DOING 50 WILL 7-13 GROUND SNOW LOAD IS GREATER THAN 40 PSF. DRPAOCS VVAAUDUNDTO I YEAR,FROMDDATTEOFL= 4 2, DESIGN5 AND DETAILS SHOWN HERE ARE APPLICABLE TO sr nt — 7-13 BOTH REGULAR AND A-FRAME STYLE BUILDINGS. A B U`y 5. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON [�+ POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. 1Jd A t, `YJ, 4. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE �� THAN 2 FULL FRAMES. O SERVICE DOORS) 5, MIN.1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 � � TO BE LOCATED OVERHEAD DOOR OPENINGS.A CLEAR BAY IS A SPACE PER CUSTOMER BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR i REQUIREMENTS OPENINGS. —OPENING SIZED 6. MIN.1 CLEAR B 0 AY MUST AL50 BE MAINTAINED FROM THE i ?� 40277 w� 7-D TO FIT WINDOW BUILDING CORNERS. �F�6 2 SIDE WALL SERVICE DOOR/WINDOW OPENINGS 7 DAYS OR ANY WHERE EILISE AS NEEDED PLACED IN CLEAR �StONAL SCALE:Nr5 DATE EXPIRES: 11/09/201 8 DATESIGNED: NOV 21 2016 MANUFACTURED BY: -[6)6"LG.CONNECTOR (12]DOOR POST SLEEVE.FIELD BOLT-SEE [15]WINDOW FRAMING TA13LE 32 FOR NO.OF TA FASTENERS READ. [6]6' LG.CONNECTOR SLEEVE.FIELD BOLT- SEE TABLE 32 FOR NO. [11 COLUMN P05T OF FASTENERS READ. (16]ANGLE CLIP.SECURE ABOVE HEADER TO COLUMN POST AND HEADER W/(4) [231 [14]DOUBLE HEADER FASTENERS E.S. 10 FILLET-1-1/2"LG.912" 5232 Salem Dallas YI%vy NW • [5]BASE RAIL C.0 STITCH WELD BOTH Salem,OR.91304 DOOR POST DOT.CONN. DETAIL- ,-'� TYP.WINDOW FRAMING -,' SIDES STAGGERED-TYP. Te1:1-866-4047788,F2x:1-503-566-8833 SCALE NFS ' CONN. DETAIL COLUMN P05T AI30V[. DR. ENGINEEREDBY: SCA1V:N`5 DOOR HEADER CONN.DETAILO SCALE:N(S [15]ANGLE CLIP.SECURE TO A&A ENGIIYJ±.FMG cLVM•STRUCrURAL 15 ANGLE CLIP.SECURE TO COLUMN POST AND HEADER 5911 Reuufm—Plx,Suila B•Tokdo,OH 4W23 [ ] Td 419-29&1DBB•Fu,419�292MSS COLUMN POST AND HEADER W/(4)#3 TEKS SDS E.S. W/(4)[23]FASTENERS E.S. [13]SINGLE HEADER innrm<npnecn.coin -UPPER CHORD DRAWING INFORMATION [151 ANGLE CLIP.SECURE [14]DOUBLE HEADER- TO COLUMN POST AND (23]TRU55 PROJECT: 39-0-WIDE BUILDINGS SERVICE DOOR/WINDOW SPACER FRAMING w/(4) [23] MAX 20"oc. N LOCATION: STATE OF WA5HINGTON FASTENERS E.5. PROJECTNO.: 037-16-1404D SHEETTITLE: [15]SERVICE DOOR/ 1/5"FILLET-1-1/2"LG.@ 8 - SIDE WALL FRAMING WINDOW FRAMING C.0 STITCH WELD BOTH [13]SINGLE HEADER (1)COLUMN POST SIDES STAGGERED-TYP. Zll]COLUMN POST -LOWER CHORD 0]COLUMN POST — DETAILS SHEETNO.: 7-B / 11 TYP. F�LKYICL DOOR/WINDOW [123POOP,POST (6]6"LG.CONNECTOR - 4 SLEEVE.FIELD BOLT- [12]DOOR POST [6]6"LG.CONNECTOR DRAWN BY: LAK DATE:11/21/16 FRAMING CONN. DETAIL SEE TABLE 32 FOR NO. SLEEVE.FIELD BOLT- WALE:N15 OF FASTENERS REQD. SEE TABLE 32 FOR NO. CHECKED ev:OAA DATE:11/21/16 OF FASTENERS REQD. LEGAL INFORMATION COLUMN POST ROVE DILL. O -ANY D TFJ CA710N OF DEO.HIS NYC)NE CONIN SOLE W PART 15 5TRICRY f9ft&DDEN.ANYONE D01NG 50'MLL DOOR HI;ADf R CONN.UL=TAIL 5 BE PROSECUTED UNDER 111E FULL txn NT OF THE LAW COLUMN POST ABOVE TR DRAWINGS VALID UPIO I YEAR FROM DATE OF[55' SCALE NTS 6 US5 DOOR HEADER CONN. DETAIL SEAL: [6]6"LG.CONNECTOR SCALE•Nf5 I-*- AB U, SLEEVE.FIELD BOLT-SEE e�" OV WAS [1]COLUMN POST TABLE 32 FOR NO.OF ABOVE HEADER FASTENERS REQD. (23]TRUSS SPACER- (13]SINGLE HEADER Z MAX 20"O.C. -UPPER CHORD [13]SINGLE HEADER �O Q' 40277 -LOWER CHORD �' COLUMN POST ABOVE TRU55 SSI0 AL I" DOOR R HEADI- CONN.D[=TAII_ O DATE EXPIRES: 11/09/2018 •CAIL.NI.S DATESIGNED: NOV 21 2016 MANUFACTURED BY: �S 9 10 12 _ 9 8 fjB 543 8-B s 4 5-13 8 B SEE TABLE 8-A.1 FOR MAX /1/ 1,11 M[N.12" [20]GABLE BRACE END WALL POST SPACING — I CORNER y y I` OFFSET 4 ap `� u 2 SEE TABLE 8-A,1 FOR 8 B S 1 8 B END WALL POST 5yCING I \ 5232 Salem Dnllns H%vy NW 5 t�t9 11 Salem,OR.97304 13B dq fj 8 B Tel:1-866-404-7788,Fax:1-503-566-8833 o - ENGINEERED BY: 1 I JQ 1` N ER I dZ- � CORNER � t � OFFSET I v t Q o p A& INEIIZING MIR 12"BETWEEN 91 � STRUCrURAL OPENINGS s911 R—i-. ft—,suit.R.Tokdo,OH W,28 td �� ❑END WALL GABLES TcL-U9-292-1988 Fax,419.292-M \ t� SCALE:NTS tinw.awcn®nem,com � DRAWING INFORMATION ❑END WALL OVER HEAD DOOR OPENINGS PROJECT: 3O'-0"WIDE BUILDINGS qL" SCALE:NTS 12 _ SEE TABLE 8`A.1 FOR MAX. aB �r� 4 'I LOCATION: STATE OF WASHINGTON END WALL POST SPACING =' aB 10 PROJECT NO,: 037-16-1408 [20]GABLE BRACE aB SHEET TITLE: as ap ENO WALL FRAMING SEE TABLE 8`A.1 FOR - - 7 S END WALL POST SPACING I SHEET Noy 8`A/ 11 S-p � DRAWN BY: LAK DATE:11/21/16 _ B CHECKED BY:OAA DATE:11/21/16 t III LEGAL INFORMATION ANY DUPLICATION OP THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PR05ECUTED UNDEK TILE FULL EXTENT Of THE LP" T SEE NOTE 4 (7 -DRAWINGS VAUD UP TO 1 YEAR FROM DATE OF 15 SEAL: -- OPENING SIZED I� A, AB tj � TO FIT WINDOW / 11 PARTIAL END WALL FRAMING 4„4- O� WA$ j 'QJ, SERVICE DOOR(S)TO BED SCALE:NFS LOCATED PER CUSTOMER �� ' G� ✓' REQUIREMENTS TAB ;ALE 8-A.1:END WALL POST p �Q' SPACING SCHEDULE 0 ❑END WALL SERVICE DOOR AND WINDOW OPENINGS EAVE HEIGHT SCALE:NFS • 0 END WALL FRAMING NOTES: ❑ 105 5' 6 5' 40277 Q+� 1. DESIGN5 AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. ❑ 115 5' S' 4.5' 0,r{, :0?� Q9 � 2 ST AMIN.12"CLEARANCE ND FROM CORNERS MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR SERVICE DOOR) ❑ 130 4.5' 4.5' 4 F61 NA ❑ 140 4.9 4.5' a 3. 5ERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL ❑ 155 4' 4' 2.5' DATE EXPIRES: 7 7/09/201$ BRACE CONNECTION DETAILS. i El 165-180 3571 3 2 DATE SIGNED: NOV 21 2016 [12]DOOR POST [3]51DE WALL BASE RAIL MANUFACTURED BY: [17]STRAIGHT BRACKET. 01 COLUMN P05T [111 END WALL POST p 061 ANGLE BRACKET. SECURE TO DOOR POST [6]6"LG. SECURE TO DOOR P05T AND BASE RAIL W/(4) CONNECTOR SLEEVE AND BASE RAIL Wl(4) [23]FASTENERS [16]ANGLE BRACKET.SECURE [23]FASTENERS TO DOOR POST AND BASE RAIL (16)ANGLE BRACKET,SECURE W/(4) (23]FASTENERS E.S. (3]BASE RAIL" TO DOOR P05T AND BASE RAIL DOOR POST BASE RAIL CONN.PETAILO W/(4) [231 FASTENERS [5]BASE RAIL SCALE:W5 [3]END WALL BASE RAIL END WALL POST-BASE ly—e� RAIL CONN.DETAIL O ETIL 2 [2]ROOF BEAM CORNER DA ScnLE:Nrs 5232 Salem Dallas Hwy New SCALE.WS 11 END WALL POST Salem,OR.�97304 fl[�lll 16]ANGLE BRACKET.SECURE [ ] ABOVE HEADER Tcl:lERED B0�7758,Fax:1-503-5GG-S833 ENGINEERED BY: TO DOOR P05T AND BASE RAIL di /(4) [23]FASTENERS E.S. [15]ANGLE CLIP. [17]STRAIGHT BRACKET.SECURE SECURE TO DOOR POST TO DOOR P05T AND BASE RAIL END WALL POST AND BASE RAIL W/(4) W/(4) (23 FASTENERS BPS OR 2]�DOOR POST [23]FASTENERS ES. A&A ENGTNE>✓RING END WALL POST-ROOF BEAM CONN.DETAIL CIM-STRUCrURAL SCALE:NTS 4 5911 Remiumce Pkm,Sure B•Tolcdo,01143628 [11]END WALL POST 03]SINGLE HEADER END WALL POST ABOVE HEADER CONN.DETAIL Tk1.419-192.1983.5 ��r�anginun,wm Fm nwmoc9-Y92LD55 [15]ANGLE CLIP.SECURE TO [ll]END WALL POST END WALL P05T AND DOOR/ [15]ANGLE CLIP.SECURE TO SCALE:M DRAWING INFORMATION DOOR POST AND BASE RAIL [15]ANGLE CLIP.SECURE TO WINDOW FRAMING W/(4) W/{4)[23]FASTENERS E S. HEADER AND COLUMN POST PROJECT: 3a a'WIDE BUILDINGS [23]FASTENERS E.S. W/(4) [23)FASTENERS E.S. LOCATION: STATE OF W_ASHNGTON [151 SERVICE DOOR/4 PROJECT NO.: 037-16-1408 WINDOW FRAMING SHEETTITLE: TYP. SERVICE DOOR/WINDOW�1 [15]SINGLE HEADER [15]SINGLE HEADER END WALL FRAMING FRAMING CONN. DETAIL HEADER-END WALL POST CONN,DETAIL 7 SCALE:NT5 SCALE:NTS _ DETAILS [11]END WALL POST [14]DOUBLE HEADER [11]END WALL POST--�� SHEET NO.: POST ABOVE HEADER [11]COLUMN POST AT CORNER [15]ANGLE CLIP.SECURE TO GABLE HEADER-CORNER ETA1L $ DRAWN BY: LAK DATE:11/21/16 [15]ANGLE CLIP. DOOR P05T AND BASE RAIL SCALE:WS CHECKED BY:OAA DATE:11/21/16 SECURE TO DOOR P05T W/(4)[23]FASTENERS E.S. LEGAL INFORMATION AND BASE RAIL W/(4) [23]FASTENERS E.5. [14]DOUBLE HEADER - -ANY DUPUCATION of TH15 DRAWING IN WHOLE OR 1/8"FILLET-1 1/2"LG. [22]GABLE BRACI PART IS STRICTLY FORBIDDEN.WfONE DOING SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW 0 V'C.0 STITCH 1/V'FILLET-1-1/2"LG.(0 6' DRAWINGS VALID UP TO I YEAR F�DM DATE OF LS' WELD BOTH SIDES C.0 STITCH WELD BOTH SEAL: 5TAGGERED-TYP. SIDES STAGGERED-TYP. END WALL POST ABOVE DOUBLE DOUBLE HEADER-END WALL [17]ANGLE CLIPS 2 KTO N. AB tj�y 9 lU END-TOTAL 4.SECUR HEADER CONN.DETAIL POST CONN.DETAIL ROOF BEAMS W/[23] 44 O� WAS SCALE:Nrs SCALE:Hr9[ll]END WALL POST FAI :pWLE BRACE CONN.DETAlL�1 - ABOVE GABLE HEADER SCALE:WS " 0 1]END WALL P05T [22]GABLE BRACE A Z ABOVE GABLE HEADER i [17]ANGLE CLIPS 2 EACH END-TOTAL 4.SECURE t TO GABLE HEADER W/(4) O 40277 [22]DB BRACKET.SECURE TO [25]FASTENERS E.S. [22]GABLE BRACEPOST �GxSTE (23]FASTS ERS AS SHOWN E.S.ND GABLE BRACE W/ DETAIL B Sf OIVAL E� DETAIL A GABLE BRACE- END WALL CONN.DETAIL12 [13]SINGLE HEADER DATE EXPIRES: 11/09/2018 SCALE;NTS DATESIGNED: NOV 21 2016 FIT —e MANUFACTURED BY: [21 ROOF REAM (21)DD IWACKET.5ECURE TO — P05T AND DIAGONAL BRACES W/ (7)[25]FASTENERS AS SHOWN / �� 5232 Salem Dnllas Hwy NW G Salem,OR.97304 \\\ \\ 'tel:1-866-404-7788,tax:1-503-566-8833 [T]COLUMN P05T ENGINEERED BY: 119]DIDARGONAS AT CORNER I \ �\ DIAGONAL BRACE TOP CORNER CONN.DETAIL"r SCALE:N S A&A ENGINEI✓RING II CIVIL•STRUCTURAL 6911 llcnniu nm Pkc.Siac 33.Tokdo,OH,W23 [1J COLUMN POST OR 1 III TeL 4►9-292-1988•Ph&4l9.292-0955 [11]END WALL POST y i III DRAWING INFORMATION 3 III PROJECT: W a'WIDE 13UILPINGS 9 III i LocA-n N: STATE OF WASHINGTON PROJEC NO.: iJI'j1Y/ / [19]DIAGONAL BRACES [21]DD BRACKET.5ECUKE TO SHEET TITLE: 037-1614 O8 POST AND DIAGONAL BRACES W/ 2 (7)[23]FASTENERS AS SHOWN 9 CORNER BRACING CORNER DIAGONAL DETAILS BRACING-SEE NOTES -- FOR REQUIREMENI-S SHEETNO.: 9111 DIAGONAL BRACE-POST CONN. DETAIL. DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:11/21/16 _ SCALE:WS SCALE:Nf5 CHECKED BY:OAA DATE:11/21/16 LEGAL INFORMATION -ANY DUPUCATION OF T11I5 DRAWING IN WH E OR PART IS STRIGILY FORBIDDEN.ANYONE DOING 50 WI LL BE PROSECUTED UNDER THE FULL EKIENT Of THE LAW [1]COLUMN P05T -DRAWINGS VALID UP TO I YEAR FROM DATE OF FSF [2.1]DB BRACKET.SECURE TO AT CORNER sEAI_: P05T AND DIAGONAL DRACE5 W/ (7)[231 FASTENERS AS SHOWN (19]DIAGONAL BRACES �' A A U,y a s� CORNER BRACING NOTES: �k' 41. 1. DIAGONAL BRACING AT DUILDING CORNERS 15 REQUIRED FOR ALL O �� O BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 140 MPH OR x GREATER. 2. IF CORNER BRACING 15 REQUIRED DUT THE DUILDING 15 MISSING ONE OR MORE END WALLS THEN THE BUILDING MUST DE O 40277 3 END WALL BASE RAIL [3]51DE WALL BASE RAIL DESIGNED AS AN OPEN DUILDING AND SIDE WALL DIAGONAL [ ] BRACING 15 REQUIRED(USE SPACING FOR OPEN DUILDING 1N �`s OVAL V, PIAGOML BRACE DOT.CORNER CONN. DETAIL" TABLE 4). SCALE:WS 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNER5 ON THE SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY DATE EXPIRES: 11/09/2018 "INSIDE VIEW SHOWN FOR CLARITY ENCLOSED. DATE SIGNED: NOV 21 2016 MANUFACTURED BY: S 51'L•Oq�.T 11 II IZI,N\11\\ \\�? III II ~j [/ ► 5232 Salem Dallas 1-1%vy NW 1Salem,OR.97304 10 \ I III III 1'el:1-866-404-7788,Fax:1-503-566-8833 �\\ \\Q\I iii III III ii ENGINEERED BY: \ III III III i7/ �� II i i I III A&AENGINFFRING Ili III III �1 % I i � CivII.•STRUCTURAL III III // 59l L RTe„L 4 i J.9fi93 MMI983 F c d19-229M55 mm.on�n'ncen.com III ail �Y� � III III � III II�'i%' DRAWING INFORMATION PROJECT: 30'-0"WIDE BUILDINGS III "� LOCATION: STATE OF WASHINGTON 3 6� PROJECT NO.: 037-16-1408 SHEET TITLE: M o OPTIONAL LEAN-TO ADDITION SHEET NO.: 10/ 11 DRAWN BY: LAK DATE:11/21/16 ❑OPTIONAL LEAN-1-0 ADDITION CHECKED BY:OM DATE:11/21/16 SCALE:Nrs LEGAL INFORMATION -ANY DUPUCNnON OF THIS DRAANG IN WHOLE OR PART 15 SMCiLY FORBIDD[N.AWrONE DOING 50 WILL (6]12"LG.CONNECTOR SLEEVE- BE PROSECUTED UNDER THE R LL Dfft4TOFTHE LAW [2]ROOF REAM FIELD DOLT TO 13M TUDES W1 DRAWANGS VALID UP TO I YEAR PROM DASE OF 15' MAIN DUILDING [23]FASTENERS-SEE TADLE 3.2 SEAL: FOR NO.OF[23)FASTENERS �BU REQD. (2]ROOF REAM- OFj� � LEAN-TO ADDITION [6]6"LG.CONNECTOR SLEEVE- r FIELD DOLT W/[231 FASTENERS M/ Z E.S.-SEE TADLE 3.2 FOR NO.OF ' k 6" LEAN-TO ADDITION NOTES: [23]FASTENERS REQD. [1]COLUMN POST-FOR EAVE HEIGHTS 1. LEAN-TO ADD1T10N5 CAN DE ADDED ON EITHER OR DOTH SIDES OF GREATER THAN 6-0"INSERT T5 2.25 X THE DUILDING. r 2.25 X 14GA TUDE INFO COLUMN POST W1 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE 0 40277 [231 FASTENERS 012"CIC STAGGERED ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. ��' I CI n f, 1� LEAN-TO ATTACHMENT DETAIL 1 3. IF THE LEAN-TO ADDITION 15"OPEN"(DOTH END WALLS OR SIDE WALL kP`'ON A L, ECG SCALE:NM 15 NOT ENCLOSED),THE DESIGN OF THE MAIN 13UILPIW HAS TO USE THE FRAME SPACING OF AN OPEN DUILDING FROM TADLE 4. DATE EXPIRES: 7 7/09/207 8 DATESIGNED: NOV 21 2016 MANUFACTURED BY: CPA's [1]COLUMN POST � — OR[11]END WALL 91 } POST ANCHOR- SEE SCNE LE [3]BA5E RAIL `Z. �'II > . • " l ��\\ \ III Salem 5232 Dallas Hwy NW Salem,OR.97304 Tel1-866-404 77H6,Fax:1-503-566-8833 \ � \ ENGINEERED BY:r II IIII CONCRETE PIER a;. Ifl III I 4-1 \ MIN.(1)#4 BAR- :. +t tL JIG III III Ilf 36"LG. ifl �II II .a. .. ' ' I f 11 I � A&A ENGINEERING III I� I Ln,•S'MUCrURAL. ./,* . ti• II 5911 R.mumnc Poam,Suit.R•7 ulcdo OH•13GP8 CONCRETE PIERS 1'el.J19.2921983 Nxe,d19-2921N155 AT ALTERNATE END WALL POSTS nwwaacng itcntswm +' P hI III �iS I 2 DRAWING INFORMATION 11-C CONCRETE PIERS AT PROJECT: 30 0 WIDE BUILDINGS CONCRETE PIERS EITHER r, L_J 1 ALTERNATE INTERIOR LOCATION: STATE OF WASHINGTON CONCRETE PIER PETAILO SIDE OF OVERHEAD DOOR +�? �., 11 COLUMN POSTS 1 OPENINGS 4r PROJECT NO.: 037-16-1405 SCALE:Nr5 ANCHOR RODS AT ALL SHEET TITLE: CONCRETE PIERS AT ALL POSTS NOT SUPPORTED FOUNDATION OPTION 3: CORNERS ON CONCRETE PIERS [1]COLUMN POST CONCRETE PIERS OR[IT]END WALL CONCRETE PIER FOUNDATION P SCALE:NFS SHEET NO.: [3]BASE RAIL ANCHOR RW TABLE 11-C.1:CONC. CONCRETE PIER FOUNDATION NOTES: PIER SCHEDULE DRAWN BY: LAK DATE:11/21/16 1. DESIGNS SHOWN ON THI5 SHEET ARE FOR CONCRETE CHECKED BY:OAA DATE:11/21/16 y •�. a PIER FOUNDATION.ANY OF THE FOUNDATIONS SHOWN REGD.REGD. LEGAL INFORMATION "-`+• ": ON SHEETS 11-A THRU D CAN BE USED. ❑105 TO 130 24'"�X 36" -ANY DUPLICATION OFT1115 DRAWING IN WHOLP OR ti��y)•y:fit, PART 15 5TRIGTLY fOMDDEN.AWONE DOING SO WILL 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 ❑140 TO 155 24"0 X 42" LSE PROSECLnFD UNDERTnE MALLYrxLOFTW LAW. �'• -DRP.WLNGS VAUD UP TO I YFAK FROM DATE OF IF }N;,'•' " w,�. CORNERS,ON EACH SIDE OF OVERHEAD DOOR 0165 TO 1&0 24'O X 46' • •• +•••• OPENINGS AND ON ALTERNATE INTERIOR COLUMN SEAL: TABLE 11-C.2:CONCRETE PIER .`•.: : '' POSTS AND END WALLS POSTS. ANCHOR SCHEDULE 3. PIERS SHALL BE FORMED DY DIGGING A HOLE OF THE 4 ov W AS SAME 51ZE AS THE PIER ON LEVEL GRADE AND FILLING e Q OBI WITH CONCRETE.THRD.ROD ANCHORS SHOULD DE ❑105 TO 140 1/2'0 X T' Alw DROPPED INTO THE PIERS PRIOR TO POURING THE ❑155 TO 00 5/6'0X T' 0 �'Q' O CONCRETE. NOTE5L /� Z ANCHOR ROD INTO SOIL DETAII-O 4. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS 1. ANCHO95 ARE EASED ON ESP-2526 CAL SE:NL5 SHALL BE ANCHORED TO THE GROUND WITH A 1/2"X REPORT.EXPANSION ANCHORS,WEDGE 30"LG.THREADED ROD.RODS WILL HAVE A WELDED ANCHORS OR ADHESIVE ANCHORS MAY d NUT AT THE TOP AND ONE COAT OF RUST PROOF DE USED AS LONG A5 THEY MEET OR 40277 w PRIMER. EXCEED THI5 REPORT. O`�LC+ GISTBR�'4 l�w 5. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. 2.6. MIN. TO DE 5PACED NO MORE THAN SS70NAL OF 1500 PSF, 6"FROM POSTS. 6. CONCRETE STRENGTH TO DE A MIN OF 2500 PSI 9 28 4. ALL ANCHORS TO BE A307 EQUIVALENT DATE EXPIRES: 11/09/2018 _ DAYS. OR BETTER. DATESIGNED: NOV 21 2016 [1]COLUMN P05T OR MANUFACTURED BY: [3J BASE RAIL � [11J END WALL POST �� TI—_ �jl �l -� � 'Z\ � DRILL 5/8"HOLE THROUGH _p \ s+ I3A5E RAIL AND SECURE `:.•r• ANCHOR EYE WITH 1/2"0 THROUGH BOLT AND 2" `' WAShIER5 E.S. t III III 5232 Salem D Flory NW � �� \ \ \ Salem,OIL IL 97304 •,•: .a:•• ., '�(1` ��\ Tcl:1-866-404-7788 Fax:1-503-566-8833 ,n•'`:r. .....`... III III � �fi' `\ \ III � +� II ENOINEERED BY: :, �..;::�.,•� III �� II III �.J ANCHOR ROE) III �II �m� II III I� A&AINGINTFRiNG « 1/Z'O SHAFT X(2) III I (— �� 501E ANCHORS AT CWL•S'MU URAL OPTION 1:HELICAL 501E 4'DISKS-HELICAL III III III �I I I ALTERNATE END 591111mitsmwPhm,S,di.B.Tukao,Oil 43629 1�L 4M292.1983-.Fox.4t9-272- 5 ANCHORS 1 SOIL ANCHOR II II I WALL POSTS nim.na 21since".mm III III I �I _j SOIL ANCHORS AT DRAWING INFORMATION SCALE:NTS III J 1 ALTERNATE INTERIOR 501L ANCHORS EITHER/ 1i D COLUMN P05T5 PROJECT: 30'-0"WIDE DUILPINGS SIDE OF OVERHEAD DOOR OPENINGS ANCHOR RODS AT ALL LocATION: `-STATE OF WASHINGTON SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECTNO.: 037-16-1405 CORNERS ON SOIL ANCHORS SHEET TITLE: 501L FOUNDATION FOUNDATION Of TION 4: SOIL FOUNDATION NOTES: SCALE'NrS SOIL ANCHORS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR 501L ANCHOR FOUNDATION.ANY OF [3J BASE RAIL —0J COLUMN POST OK THE FOUNDATIONS SHOWN ON SHEETS 11—A THRU D CAN DE USED. [ill END WALL POST SHEET NO.: 2. 501L ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL DE LOCATED AT ALL 4 DRAWN BY: LAK DATE:11/21/16 CORNERS,ON EACH 51PE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE CHECKED BY:OAA DATE:11/21/16 INTERIOR COLUMN POSTS AND END WALLS POSTS. —6"X 3"X 10'ANGLE LEGAL INFORMATION 3. HELICAL ANCHORS ARE TO BE U5EP ONLY IF THE DRIVING TORQUE INTO THE �Y"G, DRACKET W/.(1)1/4 GROUND 15150 FT—LI35 OR GREATER.MANUFACTURER 1S NOT RESPONSIDLE \ PAR D STRICTLY FOR61 DD UPUCA'nON Or EN ANr�oN�IoaNGso VAIGLE wKiL 5D5 FASTEN TO FOR SOIL QUALITY AT SITE. Y:' BE PR05ECM-D UNDERTHE FUU_WENTOFTHEtaw •,N;�.:. �� RASE RAIL AS SHOWN -DRAWINGS VALID UP TO I YEAli FROM DATE OF IF 4. HELICAL ANCHORS CAN ONLY DE U5ED FOR CLASS 2,3&4 SOILS(SEE 501E ::•';;`; ''•, CLA551FICATIONS THIS PAGE). M SEAL: �' '.`• EXISTING 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL DE ANCHORED TO THE '� '•:' �'' A'B U,�. ASPHALT GROUND WITH A 1/2"X 30"LG.ROD.RODS WILL HAVE A WELDED NUT AT TFIE W A �'• :'.`' ; �� O �jl TOP AND ONE COAT OF RUST PROOF PRIMER. 6. A55UMEP SOIL DEARING CAPACITY IS TO DE A MIN,OF 1500 PSF. ANCHOR ROD 1:.. ='t s O Q' O -SOIL CLASSIFICATIONS: 501L CLA55 DESCRIPTION 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, �l HP9—A OCK ANT COARSE GRAVEL/CODDLE5,PKELOADED 51LT5,CLAYS AND CORAL. HP-9 ROCK ANCHOR 3 5AND,SILTY SAND,CLAYEY 5ANP,SILTY GRAVEL,MEDIUM DENSE COARSE `�'(j /�' IST SANDS,SANDY GRAVEL,VERY STIFF SILT AND 5ANDY CLAYS. `�O/STEg4' , 4 LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND �SSIONAI � ALLUVIAL FILLS. C7 OPTION 2:POCK/A5PI-IALT ANCHORS `FROM HUD"MODEL MANUPACTURED HOME INSTALLATION STANDAPDS" SCALE:Nrs DATE EXPIRES: 11/09/2018 DATESIGNED: NOV 21 2016 I.r MANUFACTURED BY: ••r o� OFFI t r eT 1 5232 Salem Dallas Hwy NW Salem,OR.97304 Tel1-866-4047788,Fax:1-503-566-8833 ENGINEERED BY: -I REGULAR / A-FRAME ► eceived 116 12 _0 II WIDE -� / DEC 2 "nil A&A ENGINEERING CARPORT STYLE BUILDINGS CnTL-292-I .FU 41JRAL i�!?i-ZI 11L`'::,`-�,:/`-�� I^(�� 5911 Reniivance Fla=,Suile B•Toledo,OH 43623 •:E `�jV) TeL 419-292. e•Faa.419-292-0955 ",! !!: '1!.1.� ..••• � �nnvaaangioeers.com DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 12'-O"WIDE BUILDINGS 1. ALL CONSTRUCTION SHALL DE PROVIDED 1N ACCORDANCE PREVAILING CODE: IDC 2015 COVER SHEET — 1 LOCAMON: STATE OF WASHINGTON WITH 113C 2015,OSHA,A1SC 360,ASCE 7-10,AWSD 1.1 CODES USE GROUP: U(CARPORTS,DARNS)RISK CATEGORY: I SCHEDULES&MENDER- PROJECT NO.; 037-15-1134 AND ALL APPLICABLE LOCAL REQUIREMENTS. SECTIONS ------ 2 SHEETJE TITLE: 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) D=4 PSF FRAME SECTIONS&DETAILS .... . 3 COVER SHEET 2. ROOF LIVE/SNOW LOAD(Lr) FOUNDATION DETAILS SHEET. Lr=20-70 PSF SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME 3. SNOW LOAD(S) (AS PER SNOW LOAD) &ENCL05URE NOTES -- 4 SHEET NO.: MAY BE 5UBSTITUTED WITH MATERIAL EQUAL OR GROUND SNOW LOAD PO=20-90 PSF PURLIN&GIRT SCHEDULES ------ 5 DRAWN BY: LAK DATE:8/23/16 EXCEEDING ORIGINAL. IMPORTANCE FACTOR is=0.6 SHEATHING OPTIONS 6 CHECKED BY:OAA DATE:8/23/16 4. WIND LOAD(W) LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL DE WELDED DA51C WIND SPEED VULT=105-180 MPH SIDE WALL FRAMING �NNEGTIONS_ EXPOSURE C N Wbaf OP &OPENINGS - 7 PART 55JTWMYFORBIDDEN•AWONE I DOING 50 WILL 5. SEISMIC LOAD(E) 5E PRO5EanW UNDER THE FULL EXTENT OFTFf LAW. 5. ALL FIELD CONNECTIONS SHALL BE TEKS#12(1/4"X1'). DESIGN CATEGORY D END WALL FRAMING DRAWINGS VAUD UP TO I YEPR FROND DATE OF IS& 6. STEEL SHEATHING SHALL DE 29GA.CORRUGATED GALV. IMPORTANCE FACTOR le=1.00 &OPENINGS - - 8 A 8-B SEAL: OR PAINTED STEEL-MAIN RID HT.3/4"(FY=80KS1)OR EQ. LOAD COMDINATIONS: CORNER BRACING DETAILS - 9 P- A B U,y 7. ALL STRU�_-TURAL LIGHT GAUGE TUBING AND CHANNELS 1. D+(Lr OR 5) OPTIONAL LEAN-TO ADDITION - 10 F W ASI 2. D+(0.6W OR t0.7E) Q" O II�� SHALL BE GRADE 50 GALVANIZED STEEL. 3. D+0.75(0.6W OR t0.7E)+0.75(Lr OR S) FOUNDATION OPTIONS 11-A TO 11-D C� / 8. STRUCTURAL TUBE T521/2"X2 1/2"-14GA.15 EQUIVALENT 4. 0.6D+(0.6W OR t0.7E) Q O TO T52 1/4721/4"-12GA AND EITHER ONE MAY BE USED 1N Z LIEU OF THE OTHER. CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALID] � 40277 �(V� //� NOTICE LISTER �1� OWNER:anCkJ b l�` !K GROUND SNOW: WIDTH: <— FRAME TYPE: A-FRAME Sr�NAL ADDRESS' r wy"'�iiY��1a ❑ REGULAR v�`1 C{� I Q ^'[� R C DATE or-ISSUE:10/0$!20 ��JJ'��) A v v NF, ROOF LIVE LOAD: 2 5 LENGTH: J O FULL ENCLOSURE i PARTIAL CERTIFICATION ON THESEDRAWINGS S DATE EXPIRES- 11/09/2016 _ / TYPE: VALID FOR ONE YEAR FROM DATE OF ISSUE I BASIC WIND SPEED: HEIGHT: 2 OPEN DATE SIGNED: AUG 23 2016 MANUFACTURED BY: I TABLE 2.1:MEMBER PROPERTIES 4 COLUMN POST 2.5"X 2.5"X 14GA TUDE 1 N N 2 ROOF BEAM 2.5"X 2.5"X 14GA TUBE 1 - 3 BASE RAIL 2.5"X 2.5"X 14GA TUDE 1 4 PEAK BRACE 2.5"X 25'14GA CHANNEL 4 THICKNE55=14GA THICKNESS=14GA 5 KNEE DRACES 25'X 1.5"14GA CHANNEL 4 2.5"X 2.5"14GA TUBEt'� 2.25"X 2.25"14GA TUBE�� 6 CONNECTOR SLEEVE 225"X 225"X 14GA TUBE 2 SCALE:NTS SCALE:Nf5 Al 7 DASE ANGLE 2.5"X 2.5"X 3"LG.1/4"ANGLE 10 1 y` 5232 Salem Dallas Hwy NW 8 PURLIN 4.25"X 1.5"X 15GA/14GA HAT CHANNEL 5 Salem,OR.97304 9 GIRT 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 �y a I` u Tel:1-866-404-7788,Fax:1-503-566-8833 �- 9A OPT.END WALL GIRT 2.5"X 15'14GA CHANNEL 1 _ di 10 SHEATHING 29 GA CORRUGATED SHEET 8 2"'f 2.5" ENGINEERED BY: 11 END WALL POST 2.5"X 2.5'X 14GA TUBE I THICKNESS=14GA THICKNESS=14GA 12 DOOR POST 2.5"X 2.5"X 14GA TUBE 1 2"X 2"14GA TUBED 2.5"X 1.5"14GA CHANNEL AAA ENGINEERING 13 SINGLE HEADER 25'X 2.5"X 14GA TUDE I SCALE:NfS SCALE:Nr5 C1YII,•STRUCPURAL 5911 Renaissance Place,Smote B•Toledo,OH 43623 14 DOUBLE HEADER DDL.2.5"X 2.5"X 14GA TUDE 1 Tel 419-29819a3"Fu.419-292*955 SERYICE DOOR/WINDOW awvw.aaenginew"M FRAMING 15 2.5"X 2.5"X 14GA TUBE 1 1,5Q i. 1_ b DRAWING INFORMATION 16 ANGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 7 17 STRAIGHT DRACKET 2"X 2"X 4'LG.14GA PLATE 6 ^ r PROJECT: 12'-0"WIDE BUILDINGS 0 PD SUPPORT 25'X 2.5"X 14GA TUBE 1 J ` LOCATION: STATE OF WASHINGTON_ 19 DIAGONAL DRAGS 2"X 2"X 14 GA TUBE 3 4.25" PROJECT NO.: 037-15-1134 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 SHEET TITLE: / 21 DD 13RACKET 25'X 2.5"X 6"LG.14GA ANGLE 9 THICKNESS=18GA 14GA SCHEDULES & 22 TRUSS SPACER 2.5"X 2.5'X 14GA TUDE 1 4.25"X 1.5"X 18GA/14GA O TEKS#12 X 3/4"SELF DRILL SCREWS W/ HAT CHANNEL M>=MBETZ SECT10N5 23 ALL FASTENERS NEOPRENE/STEEL WASHER SCALE.NfS SHEET NO.: 2 / 11 TABLE 2.2:SHEATHING FASTENER SCHEDULE INDRAWN BY: LAK DATE: 0/25/16 �IIIlIIIIIIIIXKNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE oo N o CHECKED BY:OAA DATE:8/25/16 6"C/C I MIN,1 1 4'C/C 1 8"C/C o `r ° LEGAL INFORMATION FASTENER TYPE:TEKS#12XV SELF-DRILL SCREWS W/NEOPRENE/STEEL ANY DUPLICATION OF TH15 DRAWING IN MiOLE OR p/ASHER 2" o fi� eEP 05rcu EDYUNNDEERDDEN.ANYONE THHE RJLL EffENT DOING LAW THCKNE55 14GA THICKNESS 14GA DRAWINGS vAUD UP TO I YEAR.MOM DATE of ISSUE STRAIGHT BRACKET 6 ANGLE BRACKET 7 SEAL: SCALE:N1S SCALE:NfS P, A B(J- �� OV W Ash, `qJ' o 9 N � N O / r I^ ^ ^ ^ �I E3) 40277 IST � THICKNESS 14' S�I�N�� THCKNF55=29GA THCKNF-55=14GA DB BRACKET9 BASE ANGLE 29 GA CORRUGATED SHEATHING e SCALE:NTS 10 DATE EXPIRES: 1110912076 SCALE:W5 SCALE:Nr5 DATE SIGNED: AUG 23 2076 1 MANUFACTURED BY: [4]PEAK BRACE e12 12 1.Ay[23 BEAM 312 ' 3 ems• � �2]ROOF BEAM 2 2 (2]ROOF BEAM 3 ACE-ATTACH M]KNEE BRACE-SEE I WITH(2)(23]FASTENERS [5]KNEE BRACE-ATTACH TABLE 3.1 FOR LENGTH E.S. WITH(2)[23]FASTENERS 1 [6]6"LG.CONNECTOR SLEEVE- E.S. 5232 Salem Dallas Hwy NW FIELD BOLT W/(23]FASTENERS I Salem,OR.97304 E.5.-SEE TABLE 3.2 FOR NO.OF (6]8"LG.CONNECTOR SLEEVE- Tel:1-866-404-7788,Fax:1-503-566-8833 [1]COLUMN POST FASTENERS REQD. FIELD BOLT W/[23]FASTENERS ENGINEERED BY: E.S.-SEE TABLE 32 FOR NO. [1]COLUMN POST OF FASTENERS REQD. ' I \ 3 [1)COLUMN POST A&A ENGENEERING [3]BASE RAIL 3 A.'A'-FRAME B.REGULAR FRAME ('b•s'RuCrURAL - EAVE DETAIL 1 5911RTe a vsisea'.Fm49-292-0055 23 SCALE:Nr5 ww U. n6�nrs IT-9 1t2" DRAWING INFORMATION TYP.A-FRAME SECTION PROJECT: 12'-O"WIDE BUILDINGS SCALE:Nf5 LOCATION: STATE OF WASHINGTON (4)PEAK BRACE -[2]ROOF BEAM 1.B [2]ROB DEAM 12 PROJECT NO.: 037-15-1134 .� SHEET TITLE: FRAME SECTIONS & r� L 2 (4]PEAK BRACE-ATTACH W/(2) DETAILS ( 3 [25]FASTENERS E.S.(TOTAL 4 EACH SHEET NO.: 3 / 11 [5]KNEE BRACE-SEE END).MAINTAIN MIR T'EDGE oRAwN BY: LAK DATE: L3/23/16 TABLE 3.1 FOR LENGTH DISTANCE AND SPACING PEAK BRACE CONNECTiON DETAILS 2 CHECKED BY:OAA DATE 8/23/16 5CALE:NrS LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN VMOLE OR PART 15 STRICTLY F0R6IDDEN.ANYONE DOING 50 WILL [1]COLUMN POST (6]6"LG.CONNECTOR SLEEVE. �DRPA�sSvAIJ�I�OIYYEA�R FFOM DATE OF I55uF FIELD BOLT W/(23)FASTENERS -SEE TABLE 32 FOR NO.OF (1]COLUMN POST SEAL FASTENERS REQD. P AB U- e O-� W A Sk ,-(3]BA5E RAIL 3 r .1 G'� [3]BASE RAIL �T O GO :z � 11'-91/2" TYP.REGULAR FRAME SECTION BASE DETAIL ScnLE:NrS SCALE:NrS 40277 TABLE 3.1:KNEE BRACE 5CHEDULE TABLE 3.2 FASTENER 5CHEDULE �`r ��CISTE UP TOV 24" 105 T0125 4 c�S,SION A L �� 9'T 36" 130 TO 155 6 NOTE:COLUMN P05T MAY BE ADJUSTED*1"FOR LEVELING. MANUFACTURER 15 NOT FESPON51DLE FOR LEVELING OF GROUND DATE EXPIRES: 11/09/2016 160 TO 160 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: AUG 232016 MANUFACTURED BY: TABLE 4:FRAME SPACING SCHEDULE GROUND EWL05EP 13UILOINGS OPEN DUILDINGS/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) r LOAD(PSF) 105 115;• 130 140 155 165 180 105 1115 130 140 155 165 180 30/20 5 5 - 5 4.5/5 3.5 3.5 3 5 4:515- -4/5 75.515 3/3.5 3/3.5 : 3 40/25 4.515 4.575 4.5/5 4.515 3.5 3.5 3 4.5/5 4.5/5t 45; :3.5/5 -' 3/3.5. 3/3:5 3 50135 4/5 4/5 4/5 4/4.5 3.5 3.5 3 4/5 4/5 c 4/5 ,3.514.5' 3/3:5 5/3.5 3 60140 4/5 4/5 4/5 4/4.5 5.5 3.5 3 3.5/5: 3:5/5 - 3.5/5.' 3.514.5 3/3.5-�; 70/50 3.514 3.5/4 3.5/4 3.5/4 3.5/4 3.5 3 3 5/,4 :3:5/4<i '3.5/4 : •3:5/4`• 3/4 3Y3;5' 3 5232 Salem Dallas Hwy NW 80 160 3/55 3/3.5 1 3/3.5 3/3.5 1 3/3.5 .5.5 1 3 313:51• -3%3.5s 3/3.5 3/3:5 313.5 : .3/3.5 3 Salem,OR.97304 90170 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5l3 2.5/3 2:5/3 2:5/3 ,' '12;5/3 ' ";:2.5/3 ;: 2:5/3 2..5/3 2:5/3 Te1:1-866-404 7788,Fax:1-503-566-8833 ENGINEERED BY: 30 J 20 5 5 5 4.5/5 4 3.5/4-- ,3.5/4 5 4.5/5 4/5 3.5/5 3/4 3/4 3/4 40/25 4.5/5 4.5/5 4.5/5 4.5/5 4 345/4 3.5/4 4.5/5 4.5/5 4/5 3.5/5 314 3/4 314 50135 4/5 4/5 4'/5- 4/5 4 : 3.574: 3.5/4 4/5 4/5 4/5 3.5/5 314 3/4 3/4 60/40 4/5 4/5 4/5 4/5 4 1 '3.5/4, 3,5/4 1 3.5/5 3.5/5 3.5/5 3.5/5 3/4 3/4 3/4 AAA ENGINEERING 70150 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3;5/4 3.5/4 3.5/4 3.5/4 3.5/4 3/4 3/4 3/4 CIVIL-STRUCTURAL 80/60 :3/3.5 3/3.5' 3/3.5- 3/5.5 3/3.5: 3/3.5: 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 5911 Renaissance Place,Suite R v Toledo,OH 43623 Tel.419.292-1983.Fax.419.292-0955 90170 2.5/3 2.5/3 2.513 2.5/3 '2.513 2.5/3 2.5/3 2.5/3 2.513 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 wnv.aaeng ncers.com ,30120 5 5 5 4.5/5 4/4.5 3.5/4.5 3.5/4.5 5 4.5/5 4/5 3.5/5 .3/4.5- ;'3/4.5 3/4.5 DRAWING INFORMATION 40/25 4.5/5 4.5/5 4.5/5 4.5/5 4/4.5 3.5/4.5 3.5/4.5 .4.5/5 4.5/5 4/5 3.5/5 3/4.5i :-:3/45 ;3/4.5 50/35 4/5 4/5 4/5 4/5 4/4.5 3.5/4.5 3.5/4.5 4/5 0 415 4/5 3.515 3/4.5 PROJECT: 12'-0"WIDE BUILDINGS • 60/40 4/5 4/5 1 4/5 1 4/5 4/4.5 3.514.5 3.5/4.5 3.5/5 3.5/5' : 3.5/5, 35/5 -3/4.5,. `i;3/45' 3/46 LOCATION: STATE OF WASHINGTON 70/50 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 =: 3.5/4:•': 3.5/+ . -3.5/4 3.5/4 3/4' 3/4 3/4 PROJECTNO.: 037-15-1134 80160 5/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 "-"3/3:5• 3/3.5 3/3.5' 3/3.5' 313.5` • 3/3:5 1 3/3:5 SHEET TITLE: 90/70 2.50 2.5/3 2.5/3 1 2.5/3 2.5/3 2.5/3 2.5/3 2:5/3 2.5/3.; 2.5/3 12,5/3 .2.5/3 2:5P5 1 2.5/3, 1 SPACING SCHEDULES NOTES: & ENCL05URE NOTES 1. FRAME SPACINGS ARE 1N UNITS OF FEET(FT). 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). DRAwN BY: LAK DATE:8/23/16 4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. CHECKED BY:OAA DATE:8/23/16 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN MIOIE OK PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PR05ECLJIED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: P, ABU,Y GENERAL ENCLOSURE NOTES: �4 OF WAs 1. TYPICAL ENCLOSED AND OPEN DUILDINGS ARE AS SHOWN ON THE RIGHT. s i 2. THE MAX.BUILDING LENGTH FOR ENCLOSED DUILDINGS 15 50'-O".THIS CAN DE INCREASED O BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE DUILDING. Z 3. FOR ENCLOSED DUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET SA)OR A DOUBLE END FRAME. "d 4. OPEN DUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS.FOR SIDE WALLS UP TO 3' 40277 ENCLOSED THERE 15 NO CHANGE IN THE DESIGN.FOR GREATER THAN 3'S1DE WALL / S GISTBR ENCLOSURES,THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED DY 6". `SIO]�jAL 1✓� 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL DRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET 9 FOR TYPICAL BRACING TYP.ENCLOSED BUILDING TYP.OPEN BUILDING DATE EXPIRES: 11/09/2016 DETAILS. SCALE:NTS SCALE:NTS DATE SIGNED: AUG 23 2016 TABLE 5.1:PURLIN SPACING SCHEDULE MANUFACTURED BY: TABLE 5.2:GIRT SPACING SCHEDULE GROUND r 5FEEP r' SNOW/ ROOF LIVE WIND SPEED(MPH WIND SPEED(MN� • 40 155 1,G5 187, LOAD(P5F) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 5'-0" 60 46 36 30 24 24 18 30/20 54 48 42 36 30 24 24 36 30 24 18 -18 12 12 4'-6" 60 60 48 42 36 30 24 40/25 48 48 42 36 30 24 24 430` 30 24 18- 18 12 12 4'0" 60 60 54 54 42 36 30 50/35 48 48 42 36 30 24 24 24 24 24 18 18- 12 12 3'-6" 60 60 54 54 48 42 42 60/40 36 36 36 36 30 24 24 •18 18 18 18 18 '12 12 2'-0'TO 3'-O" 60 60 54 54 48 42 42 t3 , 70/50 36 36 36 36 30 24 24 V 18 18 18 18 12 12. NOTES: 5232 Salem Dallas Hwy NW 80/60 30 30 30 30 30 24 24 18 18''"18 18 '15 12: 12 1. GIRT SPACING UNITS ARE IN INCHES. Salem,OR.97304 90/70 24 24 24 24 24 24 24 12 12 12" *12' 12 12 12 2. THIS SCHEDULE 15 TO DE USED FOR BOTH Tel:1-866-404-7788,Fax:1-503-566-8833 14GA AND 18 GA PURLINS. ENGINEERED BY: 30/20 54 48 42 42 °36 30. 30 48 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO DE DETERMINED 40/25 46. 48, 42 42 36 30 30 1 42 36 30 24 18 18 12 FROM TADLE 4. 1' 50/35 48 48` 42 42 36 30 :30, 30 30 30 24 18 18 12 1 60/40 42 42 42 42 36 30 30 30 30 . 30 24 18 18 12 ING 70/50 42` 42 42 42 36 30 3024 24 24 24 18 18 12 AAA FNGINF.RRAL CrvII.•STRUCTURAL 80160 36 36 36 36 36 30. 30 18 18 18 16 18 18 12 5911 Renaissance Place,Sane B•Toledo,OH 43623 T.I.419-292-1983•Fs.419-292-0955 90/70 36 36 36 36 36 30 30- 18 18 18 18 18 1 18 1 12 navw.aacng neers.com 30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 1 DRAWING INFORMATION 40/25 48 48 42 42 36 36 30 48 48 3& 30 24 24 18 50/35 48 48 42 42 36 36 30 42 42 36 30 24 24 ''18 PROJECT: 12�-0"WIDE BUILDINGS 60/40 42 42 42 42 36 36 30 36136 36 30'. 24 24 18 LOCATION: STATE OF WASHINGTON 70150 42 42 42 42 36 36 30 30 30 .30 30- -24 24 18 PROJECT NO.: 037-15-1134 80/60 36 36 36 36 36 36 30 24 24 24 24 24 24' 18 SHEET TITLE: 90/70 36 36 36 36 36 36 30 '24: 24`°24 24, =24-,24:- -18 PURLIN &GIRT 30/20 54' 48,: .424 42 1 36°. .36 .30 54 48 42 42 36 30 30 SPACING SCHEDULES 40/25 48:: 46 42 42:T36: :.36:; 14M 48 48 42 42 36 30 30 50/35 48 .48 '442 42 -.36_ :364 '30= 48 48 42 42 36 30 30 SHEET NO.: 5 / 11 60/40 42 42 42 ;'.42; 36,,-3 30 42 42 42 42 36 , 30 30 DRAWN BY: LAK DATE:S/23/16 70/50 42 ':42'1 42 42 36' ?36 1,30 1 42 42 42 42 36 30 130 1 CHECKED BY:OAA DATE:&/23/16 80160 36 :36 =-36' *36 '36 361301 36 36 36 36 36 30 30 90/70 36 36 :36 36 36' 36 30 36 36 .W 36 36 30 30 LEGAL INFORMATION 30/20 54 48 42 42 36 36 30 54 .48. 42:- .42, 36- -56 .30 PARS I 5TR ID ICfLY FORBDEN WrOW DOING 50 U 40/25 48 48 42 42 36 36 30 48 '48,: =42 42 36 36 BE PROSECUTED UNDER THE FULL EXIENf OF THE LAW. -DRAWING5 VAUD UP TO I WAR FROM DATE OF I55L'• • 50/35 48 48 42 42 36 36 30 48 :A48 421 42 36 ZO 50• 60/40 42 42 42 42 36 36 30 `42-4 -42' 42 42a 36 36- !;30 SEAL: 70/50 42 42 42 42 36 36 30 42 42' .42'. 42 36 36 `30• P• A B U Y ?D l 60 36 36 36 36 36 36 30 '36 36 -36'. ,6 '36-' '36 :30 � �� W A S 90/70 36 36 36 36 36 36 30 36 -36, `36' `36 36' `36 `,3o� Al� • C•• �� Cif NOTES: Q 1. PURLIN SPACING UNITS ARE 1N INCHES. / 0 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. CIO 40277 CISTBR ti� SSjON A �L DATE EXPIRES: 11/09/2016 DATE SIGNED: AUG 23 2016 MANUFACTURED BY: [8]PURLINS .o¢j 6�F GENERAL SHEATHING NOTES: 3p�S� 1. REGULAR STYLE BUILDINGS CAN G ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A-FRAME STYLE BUILDINGS CAN 2 HAVE ANY COMBINATION OF ;I 6 HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 5232 Salem Dallas Hwy NW 3. BOTH HORIZONTAL AND VERTICALS Salem,OR.97304 ROOF SHEATHING CAN HAVE MAX. Tel:1-866-404-7788,Fax:1-503-566-8833 6"OVERHANG. ENGINEERED BY: 1 4. USING VERTICAL SHEATHING MAY ' 6 I I ALLOW FOR GREATER FRAME SPACING.SEE NOTE 2 UNDER w N TADLE 4. 1w � A&A ENGINEERING TYF. HORIZONTAL SHEATHING 3 (5 5911 Renai—cOce P ace,Sw B•C*Tokd,OH 43623 SCALE:NTS 6 [9)GIRTS Tel.419-292-1983•Fax.419-292-0955 mnv—ngmecm.com TYI.VERTICAL SHEATHING ,1 DRAWING INFORMATION SCALE:NTS PROJECT: 12'-0"WIDE DUILDINGS LOCATION: STATE OF WASHINGTON PROJECT NO.: 037-15-1134 SHEET TITLE: 1 SEE TABLE 22 FOR SHEATHING OPTIONS FASTENER SCHEDULEDETAILS [10]SHEATHING [10)SHEATHING [111 END WALL POST ATTACH PURLINS TO SHEET No.: 6 / 11 SEE TADLE 22 FOR ROOF BEAMS W/(2) DRAWN BY: LAK DATE:8/23/16 FASTENER SCHEDULE [251 FASTENERS [81 PURLINS CHECKED BY:OAA DATE:5/23/16 TYF. HORIZONTAL SHEATHING DETAIL ROOF VERTICAL SHEATHING DETAIL LEGAL INFORMATION SCALE:NTS ` N"OLE OR SCALE:NTS 2 PART IS 5TRICTLY FORBIDDEN.ANYONE IDOI G SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE • ATTACH GIRTS TO POSTS— W/(2)[23]FASTENERS SEAL: [16]ANGLE CLIP.SECURE TO AB U,Y DOOR POST AND BASE RAIL • [101 SHEATHING 4' WAS' `Y W/(4)[23]FASTENERS E.S. , 4' O� [10]SHEATHING--fir p SEE TABLE 2.2 FOR SEE TABLE 22 FOR • FASTENER SCHEDULE a FASTENER SCHEDULE [9A]END-WALL GIRT5 [91 GIRTS . ISTE oNAL WALL VERTICAL SHEATHING-TU13E DETAIL 3 WALL VERTICAL SHEATHING-HAT CHANNEL DETAIL 3 SCALE:NTS DATE EXPIRES: 11/09/2016 SCALE:NITS DATE SIGNED: AUG 23 2016 MANUFACTURED BY: v O � [12]DOOR POST 5 (6]6"LG.CONNECTOR [15]WINDOW FRAMING— MAX.2 CUT FRAMES 7 SLEEVE.FIELD BOLT- `�� j < SEE TABLE 3.2 FOR N0. �v OF FASTENERS REQD. [16]ANGLE CLIP.SECURE TO COLUMN POST AND �r HEADER W/(4) (23] FASTENERS E.S. d j (5]BASE RAIL 5232 Salem Dallas Hwy NW 1 / DOOR POST 60T.CONN. DETAIL TYP.WINDOW FRAMING Salem,OR.97304 CONN. DETAIL / SCALE:WS 1 2 Tell-866-404-7788,Fax:1-503-566-8833 / 7 7 / SCALE:Nf5 ENGINEERED BY: -- �� % o •• [6]6"I.G.CONNECTOR SLEEVE.FIELD BOLT-SEE \i/ TABLE 3.2 FOR NO.OF f' FASTENERS REQD. A&A ENGINEERING \ � CIVIL.•STRUCTURAL (11 COLUMN POST 5911 Renaisance Place,Sulk B•Toledo,OH 43623 % ADOVE HEADER TeL 419-292-IM•Fos 419.2924955 / smrv.aa<ngineers.com CLEAR BAY EACH 51DE OF [141 DOUBLE HEADER DRAWING INFORMATION OVERHEAD POOR OPENING&AT 1/8"FILLET-1-1/2"LG.012" PROJECT: 12'-0"WIPE BUfLDINGS BUILDING CORNERS C.0 STITCH WELD BOTH \ SIDE WALL OVER HEAD DOOR OPENINGS 51DE5 STAGGERED-TYP. LOCATION: STATE OF WASHINGTON SCALE:Nrs COLUMN POST ABOVE DOOR PROJECT No, 057-15-1134 HEADER CONN.DETAIL 3 SHEET TITLE: SCALE:NTS SIDE WALL FRAMING 4 [151 ANGLE CLIP.SECURE TO & OPENW5 7 COLUMN POST AND HEADER 4 W/(4)(23]FASTENER5 E.S. SHEET NO.: 7 / 11 7 [141 DOUBLE HEADER DRAWN BY: LAK DATE:8/23/16 [15]ANGLE CUP.SECURE CHECKED BY:OAA DATE:8/23/16 LEGAL INFORMATION TO COLUMN POST AND ANY DUPLICATION OF TH15 DRAw%,G IN m"f OR SERVICE DOOR/WINDOW PAKr 15 5TRlCiLY FORUDDEN.AN"laW:DOING 50141LL 5 FRAMING W/(4) (23] Be MO ECUT DL ED UNRTHE"At LXIVirOF-THE LAW. -DRAWINGS VALID Ur TO I YEAR FROM DATE OF 65LIE, S SERVICE DOOR(5) FASTENERS E.S. 1/8"FILLET-1-1/2"LG.0 8" _TO BE LOCATED C.0 5TItC�1 WELD BOTH SEAL: PER CUSTOMER SIDES STAGGERED-TYP. D]COLUMN POST REQUIREMENTS [151 SERVICE DOOR A B U' TOO NI G GAZE WINDOW FRAMING [121 DOOR POST [6]6"I.G.CONNECTOR S OS W AS r. [11 COLUMN P05T 7 SLEEVE.FIELD BOLT- SEE TABLE 32 FOR NO. TYP.SERVICE DOOR/WINDOW OF FASTENERS REGD. SIDE WALL SERVICE DOOR/WINDOW OPENINGS SCALE:Nf5 FRAMING CONN. DETAIL 4 COLUMN POST ABOVE UOOR 5 O SCALE:NfS HEADER CONN. DETAIL SIDE WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO DOTH REGULAR AND A-FRAME STYLE BUILDINGS. SCALE:NfS 10 2. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON P05T LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. 40277 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. L�� GISTER� G1� 4. MIN.1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR BAY 15 A SPACE SIOIVA L E� BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 11/09/2016 _6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. DATE SIGNED: AUG 23 2016 SEE Tn$LE 8-Al FOR MAX , B NANUFACIURED BY: END WALL POST 5PACIWv 7 SEE TABLE 8-A1 FOR MAX 4 8-$ END WALL POST SPACING 5 12" 5-$ 8-B MAIN CORNER OFFSET III 5232 Salem Dallas H%vy NW OR 97304 CORNER M1N.12" 8$ u Tel:1-866-4047 8,Fax:1-503-%6.8833 OFFSET pI ENDINEERM SY: i AAA EiVGINEIIiTNG CM-SMUCMVIAL. END WALL GA6LE5 S911 PA rakKn ePbm,MeH v Tokdo,OR48M TeL d19.994-1P88 v Fm J19.484-09SS SCALE:WfS WW U4*nw n END WALL OVER HEAD DOOR OPENINGS DRAWING INFORMATION sc/ug Hrs PRwom. 12'-On WIDE SUL.DINGS SEE TABLE 3-Ai FOR MAX 100' Locnnom STATE OF WASHNGTON END WALL POST SPACING SEE TABLE B-Al FOR MA%. END WALL POST 5PMlw, 7 PROJECT Ha: 037-15-104 �/ &U SHEETTITLE: k END WALL FRAMING 88 5 omgmo.: 8-A / 11 aB Duymw: LAK DATE:8/23/16 I I OHECKEDDY:OAA DATE:6/23/16 efi III LEGAL INFORMATION -ANY DUPUCATIQN OP Th15 DRAWING IN vAimE OIL PAKf 15 51PJMY POWDDEN,AM W oovr,So WILL BE\ -DRAWINGS MWSWAUD UPTO m WM FFOM DDATI:OP MX OPENINGS SIZED '�`� SEAL: TO FIf WINDOW SERVICE DOOR(S)TO BE . AB U. LOCATED REQUIREMENTS PARTIAL END WALL FRAMING W AS�Jr,L SCALE.WS TABLE 8-A.1:END WALL P05T �O END WALL SERVICE DOOR AND WINDOW OPENNGS SPACING SCHEDULE Z SCALE:W5 ► � . END WALL FRAMING NOTES: ° - .e 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REG"AND A-FRAME STYLE DULD1NGS. 15 6 v 5' �40277 2. MIN.12"CLEARANCE MUST BE MAWAMp BETWEEN ANY TWO OPENAN ,S(OVERHEAD DOOR OR SERVICE DOOR] 115 5' S' 4 fi��GIST8RQ9 � AND FROM CORNERS. 130 4.5' 4.5' 4' � �sIOTIAL 3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 140 40 40 6 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL 1515 1 4' 2B BRACE CONNECTIONDE(AILS. 165-180 w 3 2, DATE EXPIRES: 11/09/2016 DATEmoNED: AUG 23 2016 MANUFACTURED BY: •r r [12]DOOR POST [11]END WALL PST (17]STRAIGHT BRACKET. ABOVE HEADER [16)ANGLE BRACKET. SECURE TO DOOR POST 3ECURE TO DOOR POST AND BASE RAIL W/(4) (15]ANGLE CLIP. AND BASE RAIL W/(4) (23]FASTENERS [23]FASTENERS SECURE TO DOOR PST AND BASE RAIL W/(4) >r [3]BASE RAIL [231 FASTENERS E.5, 5 DOOR POST EASE RAIL CONN.DETAIL 1 [13]SINGLE HEADER 5232 Salem Dallas Hwy NW SCALE:N!5 Salem,OR.97304 END WALL POST ABOVE HEADER CONN. DETA10 Tel:1-866-404-7788,Fax:1-503-566-8833 SCALEMS ENGINEERED BY: (31 SIDE WALL BASE RAIL [1]COLUMN POST (11)END WALL POST — [6)6"LG. [15]ANGLE CLIP.SECURE TO A&A ENGINEERING CONNECTOR 5LEEVE END WALL POST AND DOOR/ AL WINDOW FRAMING W/(4) C[vu.•,Suk B-T kd 5911 Reoaismnce Plea,Sum B�Tokdo,OH 43628 [23]FASTENERS E.S. Tel.419-2MI.988-Fax.419-292-M [16]ANGLE BRACKET.SECURE "`"`-- ng a� TO DOOR P05T AND BASE RAIL (15)5ERYICE DOOR/ DRAWING INFORMATION W/(4) (23]FASTENERS (3]END WALL BASE RAIL WINDOW FRAMING PROJECT: 12-O WIDE BUILDINGS _TYP. SERVICE DOOR/WiNDOWr� ` CORNER DETAIL LOCATION: STATE OF WASHINGTON 5CALE:IJTS 2 FRAMING CONN. DETAIL SCALE:Nrs PROJECT No.: 037-151134 SHEET TITLE: END WALL FRAMING [11]END WALL P05T [11]END WALL PST _ DETAILS (15]ANGLE CLIP.SECURE TO [16]ANGLE BRACKET.SECURE DOOR POST AND BASE RAIL SHEET NO.: 8-B / 11 TO DOOR POST AND BASE RAIL W/(4)[23]FASTENERS E5. DRAWN BY: LAK DATE:6123/16 W/(4) [23]FASTENERS E.S. CHECKED BY:OAA DATE:5/23/16 [3)BASE RAIL LEGAL INFORMATION (131 SINGLE HEADER Pn>A Is L)fUCAnTRICTLY rNorOf Tho 5 RMINE IN WHOLE WILL END WALL POST-BASE 3 HEADER-END WALL POST CONN.DETAIL RAIL CONN.DETAIL BE PROSECUA I UP TO I*r FULL FROM DATE OF 55U. SCALE:Nf5 7 -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SCALE:W5 SEAL: A ABU,� [151 HEADER LE CLIP.SECURE AND COLUMN POST Q p� W A$�1+�� W/(4) [23]FASTENERS E.S. �A _ C O [21 ROOF BEAM 0 [16]ANGLE BRACKET,SECURE [13]SINGLE HEADER TO DOOR POST AND BASE RAIL [171 STRAIGHT BRACKET.SECURE W1(4) (23]FASTENERS E5. _ 40277 C�1� TO DOOR POST AND BASE RAIL [11]END WALL POST GIST - W/(4) [23]FASTENERS 5DS OR[12]DOOR PST [11]COLUMN POST AT CORNER SIDN AL END WALL POST-ROOF BEAM CONN.DETAIL GABLE HEADER-CORNER POST CONN.DETAIL SCALE:W5 4 5CAU:Nr5 v TE EXPIRES: 11/09/2016 DATE SIGNED: AUG 23 2016 II�I MANUFACTURED BY: [2]ROOF BEAM [21]DD BRACKET.SECURE TO r POST AND DIAGONAL DRACES W/ (7)[231 FASTENERS AS SHOWN Ill \\� / `�\ 5232 Salem Dallis Hwy NW \� Salem,OR.97304 [1]COLUMN POST � Tel:1-866-404-7788,Fax:1-503-566-8833 [19)DIAGONAL AT CORNER III �� \ \\ ENGINEERED BY: BRACES � di DIAGONAL BRACE TOP CORNER CONN.DETAIL" 1 SCALE:NrS i A&A ENGINFYPJNG I c a clTm.•srnucrLmnL 5911 Renais 1 — Place,Si B•Toledo,OH 43623 []COLUMN POST OR I I Tel.419.292-1983.Fax.419.2924)W [11]END WALL POST — II www.aa<neine o— i III DRAWING INFORMATION 3 III PRaEcT: 12'-0"WIDE 13UILPW5 9 IIII�/,4" LOCATION: STATE OF WASHINGTON [19]DIAGONAL BRACES [21]DID SHEET BRACKET.SECURE TO / T NO.: 037-15-1134 P05T AND DIAGONAL BRACE5 W/ SHEET TITLE: (7)[23]FASTENERS AS SHOWN - 2 CORNER BRACING CORNER DIAGONAL 9 BRACING-SEE NOTES DETAILS FOR REQUIREMENTS SHEETNO.: 9 / 11 DIAGONAL BRACE- POST CONN. DETAIL" DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:5/23/16 SCALE:NrS 2 SCALE:NTS CHECKEDBY:OAA DATE:5/23/16 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE[11 COLUMN POST DDRAWIINGS V D UP TO IHYEFF�RFKO�M DATE OF THE (21]DB BRACKET.SECURE TO AT CORNER POST AND DIAGONAL DRACE5 W/ SEAL' (7)(25]FASTENERS AS SHOWN [19]DIAGONAL BRACES A B U y O� W ASS f CORNER BRACING NOTES: 1. DIAGONAL URACING AT DUILDING CORNER5 I5 REQUIRED FOR O FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 Z 140 MPH OR GREATER. 2. IF CORNER BRACING IS.REQUIRED BUT THE BUILDING 15 MISSING r. AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN 40277 [3]END WALL DA5E RAIL [3]SIDE WALL BASE RAIL OPEN BUILDING(USE SPACING FOR OPEN 13U1LDiNG 1N TABLE 4.1). IM 3. DIAGONAL DRACING 15 ALSO REQUIRED ON THE CORNERS ON THE S, CISTE� DIAGONAL BRACE BOT.CORNER CONN. DETAIL" SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY joN A L v r,LF,Nrs ENCLOSED. DATE EXPIRES: 11/09/2016 "INSIDE VIEW SHOWN FOR CLARITY DATE SIGNED: AUG 23 2016 MANUFACTURED BY: �„ �� III III 5232 Salem Dallas Hury NW Salem,OR.97304 10 �� rl III III Tel1-866-404-7788,Fax:1-503-566-8833 1 & III III III ENGINEERED BY: \\\` III I III I i V III III III i�� I III III III III I i� '� A&A ENGINEERING III III III CIVII,•sTRuCPURAL III III 5911 Renaissance Place,Suke B•Tokdo,OH 43628 I I III i TcL 419.292-19H•Fa,.419.292-0955 I III III i�i ssw.aaengineess.com III III %% DRAWING INFORMATION �G PROJECT: 12'-O"WIDE DUILDINGS LOCATION: STATE OF WASHINGTON 3 �Fo-JepGr SHEEPROJECT TITLEE: 037-15-1134 OPTIONAL LEAN-TO ADDITION S_HEETNO.: 10/ 11 DRAWN BY: LAK DATE: 8/23/16 OPTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:8/23/16 SCALE:NITS LEGAL INFORMATION -ANY DUPLICATION OF THI5 DRAWING W WHOLE OR PART 15 5TRIC LY FORBIDDEN.ANYONE DOING 50 WILL [21 ROOF BEAM [6]12"LG.CONNECTOF SLEEVE- �DRPAWINGS D UP TODER IYYF. FROM DATE DAOF-ME!11555LUE. -MAIN BUILDING FIELD BOLT TO DOTH TUBES W/ [23]FASTENERS-5EETA13LE 3.2 SEAL: �� FOR NO.OF FASTENERS REQD. P, A B LEAN-TO ADDITION �� W A S j�t� ✓ 4 C� [616"LG.CONNECTOR SLEEVE- A FIELD DOLT W/[23]FASTENERS lylN h E.S.-SEE TABLE 3.2 FOR NO.OF I 6" LEAN-TO ADDITION NOTES: CIO z FASTENERS REQD. [1]COLUMN POST-FOR EAVE HEIGHTS 1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF GREATEN THAN 8'-0"INSERT TS 225 X THE BUILDING. 2.25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE 40277 ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. LISTER 1� LEAN-TO ATTACHMENT DETAILO 3. IF THE LEAN-TO ADDITION 15"OPEN"(DOTH END WALLS OR SIDE WALL ON AL ��CS :cn1e.:Nrs 15 NOT ENCLOSED),THE DESIGN OF THE MAIN DUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DATE EXPIRES: 11109/2016 DATESIGNFD: AUG 23 2016 CONCRETE SLAB FOUNDATION NOTES: III i' III"z*1 lop 1 MANUFACTURED BY: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB III I \\\ I / \ / FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2 2. EITHER OPTION 1'EDGE OFFSET'OR OPTION 2'NOTCHED EDGE' 11-A DETAIL CAN BE USED. III \\\ 3. FOR OPTION 1 THE MIN.SLA6'S1ZE SHALL BE EQUAL TO THE III III \ / II III III OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5"EACH DIRECTION. \ II II /I I III 3. FOR OPTION 2 THE MIN.SLAB SIZE SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE BUILDING DIMENSIONS. // III III III III /% 5232 Salem Dallas Hwy NW 4. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO / III Salem,OR.97304 EVERY POST AND ON EITHER SIDE OF OPENINGS.TWO ANCHORS y�,. III Tel:1-866-404-7788,Fax:1-503-566-8833 SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH 2p i/ ENGINEERED BY: -- END WALLS-ONE ON EACH BASE RAIL. 1111 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS MENTIONED 1N TABLE 11-A.1. \ / 2d 1 6. DEPTH OF SLAB TUKN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT \\ Y NG FROST DEPTH 5PECIFIED PER LOCAL CODE. MAX.20'-0"O.C. \�I / 1 ABC ENGMIN rUR L 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX.SLAB 11 A 5911 Renaissance Place,Suite B.Toledo,OH 43623 SPANS TO 20'IN EACH DIRECTION. CONCRETE SLAP FOUNDATION Tel.419-292-1993.F..419-292-0955 ss+vw.aa�ng�aeers.com SCALE:NTS 6. ��BUILDING POST 6. ASSUMED SOIL BEARING CAPACITY 1S TO BE A MIN OF 1500 PSF, BEYOND DRAWING INFORMATION 9. CONCRETE STRENGTH 70 BE A MIN OF 2500 P510 28 DAYS. 1 V-4 PROJECT: 12'-0"WIDE PUILDINGS 1 2"WIDE X 1"DEEP TABLE 11-A.1:CONCRETE NOTCH ALONG 1 LOCATION: STATE OF WASHINGTON SLAB ANCHOR SCHEDULE N OVERHEAD DOOR AND SLOPE TO 2" PROJECT NO.: 037-15-1134 •• ''1 SHEETTITLE: 7T155 FO 140 1/2 0x7" MAX.6" OVERHEAD DOOR NOTCH DETAIL 2 FOUNDATION OPTiON 1: O 180 5/8"0 X 7" ANCHOR-SEE [11 COLUMN POST SCALE:NTS CONCRETE SLAP NOTES: TABLE 11-Al [3]BASE RAIL 3" 1. EXPANSION ANCHORS,WEDGE ANCHORS OR ADHESIVE ANCHOR-•5EE (1]COLUMN POST SHEETNO.: 11-A / 11 ANCHORS MAY BE USED. —�= TABLE 11-Al [3]BASE RAIL 2. MIN.EMBEDMENT DEPTH TO BE 4". '; N DRAWN BY: LAK DATE:8/23/16 3. ANCHORS TO BE SPACED NO MORE THAN 6"FROM CHECKED BY:OAA DATE:8/23/16 • . : POSTS. . e. �. o �• ; N LEGAL INFORMATION 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. ' n o „4 •;4 % T-, U �' 1••4- ANY DUPIJCATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL SECTION A A r' .y • �p BE PR05ECUTED UNDER THE FLILL EXTENT OF THE LAW, O -DRAWINGS VALID UP TO I YEAR FROM DATE OF I55UE. MIN.4"EDGE DIST. MIN.4"EDGE D15T. SECTION B-B SEAL; (11 COLUMN POST ANCHOR-SEE A B U,y TABLE 11-A-1 MIN.4"EDGE DIST. MIN,4"THK. 1-1/2"x 11/2" 4 WAS •Q CONCRETE SLAB A [31 BASE RAIL A P1OTq{ [7]BASE ANGLE Q, O� (,RAPE ANCHOR-SEE TABLE 11-A l , j �� [1]COLUMN POST � MIN.4"THK. 13 [3J BASE RAIL O h O CONCRETE SLAB W6X6/6 WELDED ' • GRADE WIRE OR FIBER MESH A J A Q N (3)#4 REBAR CONT. *— N z • .- 1' z J W6X6/6 WELDED oc 40277 ALT.NOTCHED EDGE DETAIL UJ LLi WIRE MESH o 'D o t AS PER LOCAL �s �GISTER� G1� Q < (3)#4 REBAR CONT. 11 � CODE.MIN•12" `rI�NAL E� OPTION 1: EDGE OFFSET DETAIL OPTION 2: EDGE FLUSH DETAIL O DATEEXPIRES: 11/09/2016 SCALE:NTS 1 5CALE:NTS 1 DATE SIGNED: AUG 23 2016 MANUFACTURED BY: TABLE 11-8.1:ANCHOR SCHEDULE 105 TO 140 1/2".0 X T' ` III 145 TO 180 5/8".0 X 7" �� III \ NOTES: Tit \ III \\\\ III \ 1. EXPAN51ON ANCHORS,WEDGE ANCHORS OR ADHESIVE r I \\\ III Q ANCHORS MAY DE USED. 2. MIN.EMBEDMENT DEPTH TO DE 4". 3. ANCHORS TO DE SPACED NO MORE THAN 6"FROM POSTS. ,Tit 11 \\\ 04 IIII I� 5232 Salem Dallas Hwy NW 4. ALL ANCHORS TO DE A307 EQUIVALENT OR BETTER. I'� 1 \/ \ \ III III III TeL1-8G6-40�lem,R.973503-5GCr8833 �1✓/_ ENGINEERED BY: TABLE 11-8.2:CONC. I �V� \ �' STRIP SCHEDULE N III \ I�� III A&A ENGIN] RG CrVM•STRUGMURAL 105 TO 130 12"X 12" III II' \ \ \� \\ / I I I 5911 Benxi wrce Place,S km B-Tokdo,01148623 140 TO 155 18"X 12" III Ill III �\ \\ I II TeL 419-29M1983•Fm 419-292-0955 26"X 12" —.—gweers.com / \ I� II � / 155 TO 1&0 21 X 15" III \\� I I III /// DRAWING INFORMATION 16"X 16, 1 III \ i/ PROJECT: 12'-0"WIDE BUILDINGS NOTES: II (lI I(� III Ill II /i LOCATION: STATE OF WASHINGTON 1. WIDTH AND DEPTH DIMENSIONS CAN \ 111 III III l / PROJECTNO.: 037-15-1134 DE INTERCHANGED. \ \ III Ill 111 II �/ SHEET TITLE: \\ \\ III III Ill FOUNDATION OPTION 2: CONCRETE STRIP \ III j SHEETNO.: FOOTING OPTIONAL AT OPEN J \ CONCRETE STRIP FOUNDATION CHECK D DATE:5/23/16 yr END WALLS AND OVERHEAD / CHECKED BY- DATE: I23I16 SCALE:Nf5 DOOR OPENINGS 1 LEGAL INFORMATION 11-D ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PRO5ECUTED UNDER THE RILL DRENT OF THE LAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF&SUE. [11 COLUMN POST AN',I IOR-SEE SEAL; TADLE 11-5.1 P AB U,Y [31 BASE RAIL �� O� W A GRADE CONCRETE STRIP FOUNDATION NOTES: �a n 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED. N 2. CONCRETE ANCHORS SHALL DE LOCATED AT EVERY NEXT TO EVERY POST AND -4- ON EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL DE INSTALLED AT CORNER (4)#4 REDAR a — L 40277 OF ENCL05ED DUILDING5 WITH END WALLS-ONE ON EACH RASE RAIL. CONT. 3. DEPTH OF CONCRETE STRIP FOOTING SHALL DE GREATER THAN FROST DEPTH SEE TADLE 11-5.2 w �`rSION A L ti11G SPECIFIED PER LOCAL CODE. a 4. ASSUMED SOIL DEARING CAPACITY IS TO DE A MIN.OF 1500 P51F. CONCRETE 5TRIP FOUNDATION PETAiI�\ 5. CONCRETE STRENGTH TO DE A MIN OF 2500 P510 2&DAYS. I 1 1 DATE EXPIRES: 'I'I/0 SCALE:Nr5 DATE SIGNED: AUG 23 23 20 2016 MANUFACTURED BY: 11]COLUMN POST OR[11]END WALLi� I \\\ P05T ANCHOR- SEE 11 II \ SCHE ULE [3]BASE RAIL \\\ k III v II NI Mks" �.•• •• �,},_a f� ��\ � \ \\ I a I \ \�\\ \ N 5232 Salem Dallas Hwy NW V I�I[ \ \�\ \ \III Salem,OR.97304 u \`� 11 NI Te1:1-866-404-7788,Fax:1-503-566-8833 and III I \• Q EN I I\\ \ I \ GINEERED BY: CONCRETE PIER III MIN.(1)#4 B . " LL JI \ 1� Ip III 36 I.G.L • : III III p II I A&AFNGINEERING '.4r• •' ,' III I /// CIVIL•STRUCTURAi. h��F Rg � * •'�, � IIIII I II /� II 5911 Reoai—ce Flar,Swle B•Tole do,OH d3623SF- CONCRETE PIERS Tel,4l9.29&198•Fa.419-292-0955 -16�M AT ALTERNATE msngwrs.om o END WALL POSTS DRAWING INFORMATION� � , 2 II-C CONCRETE PIERS AT PROJECT: 12'-0"WE BUILDINGS _ CONCRETE PIERS EITHER ,•\ _J 1 ALTERNATE INTERIOR LOCATION: STATE OF WASHINGTON CONCRETE PIER DETAILr1 SIDE OF OVERHEAD DOOR tir COLUMN POSTS 5CALE:NTs OPENINGS ANCHOR RODS AT ALL PROJECT NO.: 037-15-1134 SHEET TITLE: CONCRETE PIERS AT ALL POSTS NOT SUPPORTED FOUNDATION OPTION 3: [1)COLUMN POST CORNERS ON CONCRETE PIERS OR[111 END WALL CONCRETE PIER FOUNDATION CONCRETE PIERS P 3 SCALE:NTS SHEET NO.: 11-C / 11 [3]BASE RAIL ANCHOR ROD CONCRETE PIER FOUNDATION NOTES: TABLE 11-G.1:CONC. DRAWN BY: LAK DATE:8123/16 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE PIER SCHEDULE CHECKED BY:OAA DATE:8/23/16LEGAL INFORMATION PIER FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAKDE USED. ANY DUPUCATION OF TH15 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL _;�;..: ;,• 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 BE DRAWINGS VAD UNDER THE FULL YEAR DATE THE LAW. 105 TO 130 l8"Rl X 36" -ORAWINCS VALJD UP TO I YEAR FROM DATE OF ISSUE. >r'•>; r o '• CORNERS,ON EACH SIDE OF OVERHEAD DOOR •�• ;�,�: ;,:;,,,;•;i��; OPENINGS AND ON ALTERNATE INTERIOR COLUMN 140 TO 155 lerO X 42' SEAL: :.,`..� '•. P05TS AND END WALLS POSTS. 165 TO 150 18PO X 46' � P A B 3. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE SAME SIZE AS THE PIER ON LEVEL GRADE AND FILLING TABLE 11-C.2:CONCRETE PIER Q, p4 ASI'�f� cJ� WITH CONCRETE.THRD.ROD ANCHORS SHOULD BE ANCHOR SCHEDULE Iry DROPPED INTO THE PIERS PRIOR TO POURING THE ' O CONCRETE. 105 TO 140 1/2"0 X 7' ANCHOR ROD INTO SOIL DETAIL 2 4. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS 155 TO 180 5/8"0 X 7" SCALE:NF5 SHALL BE ANCHORED TO THE GROUND WITH A 1/2"X 30"LG.THREADED ROD.RODS WILL HAVE A WELDED NOTES:EXPANSION ANCHORS,WEDGE ANCHORS �� 40277 W� NUT AT THE TOP AND ONE COAT OF RUST PROOF OR ADHESIVE ANCHORS MAY BE USED. O GISTER�� 5. A55UMED SOIL BEARING CAPACITY IS TO BE A MIN. 2. MIN.EMBEDMENT DEPTH TO �`ssIpNAL � M 3. ANCHORS TO BE SPACED NO MORE THAN OF 1500 PSF. 6"FROM POSTS. 6. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 28 4. ALL ANCHORS TO BE A307 EQUIVALENT DATE EXPIRES: 11/09/2016 0AY5. OR BETTER. DATE SIGNED: AUG 23 2016 ~ [11 COLUMN POST OR MANUFACTURED BY: [3]BASE RAIL [111 END WALL POST DRILL 5/8"HOLE THROUGH s" BASE RAIL AND SECURE "=•- ANCHOR EYE WITH 1/2"0 THROUGH BOLT AND 2" WA5HER5 E.S. ;;t•.: :•� I zz �� \� II III 5232 Salem D Hwy NW vt 1 ` a Salem,OR. 97304 Tel:1-866-404-7788,Fax:1-503-566-8833 '', `•' '', III I \ \ \� I I \ ENGINEERED BY: ANCHOR ROD -1/2"6 SHAFT X(2) �� III I� III III r III // SOIL ANC ` &A ENG�G OPTION 1.HELICAL SOIL 4"DISKS-HELICAL III II I ANCHORS STRUCTURAL, 1 SOIL ANCHOR III III I I ALTERNATE END 5911 Renaissance Plate,Suite B•To[aao,OH 43n3 ANCHORS III III III / I WALL P05TS TeL 419-292-2-1983..ax 419-292055 SCALE:NTS SOIL ANCHORS AT DRAWING INFORMATION III I I t ALTERNATE INTERIOR 501L ANCHORS EITHER / J COLUMN POSTS PROJECT: 12'-O"WIDE BUILDINGS SIDE OF OVERHEAD It-D \ DOOR OPENINGS ANCHOR RODS AT ALL LOCATION: STATE OF WASHINGTON SOIL ANCHOR5 AT ALL POSTS NOT SUPPORTED PROJECT NO.: 037-15-1134 CORNERS ON SOIL ANCHORS SHEET TITLE: SOIL FOUNDATION NOTES: SOIL FOUNDATION FOUNDATION OPTION 4: SCALE:NrS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION.ANY OF [3]BASE RAIL SOIL ANCHORS [1]COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. (11]END WALL POST SHEET NO.: 11-D / 11 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL BE LOCATED AT ALL 4 DRAWN BY: LAK DATE:8/23/16 CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS POSTS. CHECKED BY:OAA DATE:8/23/16 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE 6"X 3"X 1/8'ANGLE LEGAL INFORMATION GROUND I5 150 FT-LBS OR GREATER.MANUFACTURER 15 NOT RESPONSIBLE O'' BRACKET W/.(1)1/4 poanoH of Ttys Dnw nr>INunto E OKFOR SOIL QUALITY AT SITE. ,.f.: 5DS FASTEN TO PART 15 STRICTLY FORBIDDEN.AW)NE DOING SD WALL e.i r,' BASE RAIL A5 SHOWN EX PROSECUIED UNDEK THE FULL EXIENTOFTHELAW. 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2,3&4 SOILS(SEE SOIL ; ORANANGS VAUO UP TO I YEW pROM DATE OF 06V CLASSIFICATIONS THIS PAGE). .'i•."v 41 SEAL: 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE ��_»•x�`t;:`•� G• EXISTINGP ASPHALT GROUND WITH A 1/2"X 30"I.G.ROD.RODS WILL HAVE A WELDED NUT AT THE ``"�•':'��' ,: . s OF RJ, TOP P'JD ONE COAT OF RUST PROOF PRIMER. W ASkr,� 6. ASSUMED 50IL BEARING CAPACITY 15 TO BE A MIN.OF 1500 P5F. ;1+'•�,;a O, Q ANCHOR ROD SOIL CLASSIFICATIONS: p 501E CLA55 DESCRIPTION z 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, l-HP9-A ASHPALT/ COARSE GRAVEL/COBBLES,PRELOADED SILTS,CLAYS AND CORAL. HP-9 ROCK ANCHOR 3 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,MEDIUM DENSE COARSE 40277 SANDS,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. a�t�'s 4, 7 1 9L �y1� 4 LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND s 10NAL 1N� ALLUVIAL FILLS. OPTION 2:ROCK/ASPHALT ANCHORS "FROM HUD"IYIODEL NIMUFACTURED HOME INSTALLATION STANDARDS' SCALE:NTS 1 DATE EXPIRES: 11/09/2076 DATE SIGNED: AUG 23 2016 ' CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:18021 59th Ave NE Permit#:1788 Parcel#:31052200102200 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:Nylander Property,LLC Name:Lance Nylander Name:West Coast Metal Buildings,Inc. Address: 12800 HWY 99 Address:1802159th Ave NE Address:5232 Salem-Dallas Hwy NW City,State Zip:Everett,WA 98204 City,State Zip:Arlington,WA 98223 City,State Zip:Salem,OR 97304 Phone: Phone:206-919-8357 Phone: 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: 0 OCC GROUP: BUILDINGS: 3 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. IBC I10/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction o telfils inV ty of Arlington must be reported on your sales tax return form and cod City of Arlin n#3l0 �r �?a N A k. Signature Print Name Dale Released By le CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS 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 2/12/2018 Building Permit Fee $563.68 2/12/2018 Building Plan Review Fee $359.34 2/12/2018 Processing/Technology Fee $25.00 2/12/2018 State Building Code Surcharge Fee $4.50 Total Due: $952.52 Total Payment: $359.34 Balance Due: $593.18 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 Permit Information Date 12/28/2017 Permit Number 1788 Project Name Dungeness Gear Works, Inc Applicant Name Lance Nylander Applicant Address 18021 59th Ave NE City,State,Zip Arlington,WA 98223 Contact Lance Nylander Phone 206-919-8357 Email Permit Type Commercial New Site Address 18021 59th Ave NE Valuation 25000.00 Status Applied Permit Issued Permit Expires Square Feet 1620 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Two Carport Style Buildings totaling 1620sf Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 31052200102200 18021 59TH AVE NE Nylander Property,LLC 399 Other Miscellaneous Manufacturing NEC Review Date Type Description I Target Date Completed Date I Assigned To I Status 12/29/2017 Commercial Building 1/5/2018 lKevin Olander 111n Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.001 $359.3 Totall $359.34 Payments Date Paid By Amount I Description Pa ment Type Accepted B 12/28/2017 JDungeness Gear Works $359.34 Check#30890 11Kristin Foster Totall $359.341 Amount Outstandin $0.0 Notes Date Note 12/28/2017 Had to delete payment and re-run because of incorrect amount.KF Uploaded Files Upload File Date File Uploaded B 12/29/2017 3:27:52 PM 11788 Aoplication;Qdf Foster,Kristin I x Y 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 SUBM17TAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: C:��,C2�c°r `j �S rn Valuation: Project Address: /` Parcel ID#:,5 /0, :�G�6 i O� / p p Description Le al 9 Owner: `1 Lam),J�� t%c� _l c_t z I// Phone Number: olo�U — Address: City: e-�f,J .cJ (: , State: &A Zip Code: JYaa;5 Engineer: Phone Number. Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number. Expiration: Contact Person: Phone Number. Cell Phone: E-mail: Address: City: State: Zip Code: Proposed Scope of Work: i(�t —re) IC�'fw� di REV 2015 Page 6 of 9 i\ COMMERCIAL APPLICATION y�1r�c,�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant—r�-A 4¢wj��s!-> GtQc &,-bRs-,S Site Address 4 6)O Z/ '�) <I 7=' 14de I& Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories Square Footage Per Floor 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 �tT Y O� 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: Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted 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. REV 2015 Page 8 of 9 CST y Or - COMMERCIAL APPLICATION PERMIT SUBMITTAL 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: 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 Print Applicants Name Date ' FOR STAFF USE ONLY Received rlw.? nFr 17 2n17 Permit# Acceptfd By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 ~ �.1� f � � . 1 2/12/2018 WEST COAST METAL BUILDINGS INC Search L&I Washington State Department of Labor & Industries WEST COAST METAL BUILDINGS INC Owner or tradesperson 5232 SALEM DALLAS HWY NW TORRES,VENANCIO SALEM,OR 97304 503-566-7788 Principals TORRES,VENANCIO,PRESIDENT ARELLANO,ALVARO,VICE PRESIDENT ARELLANO,ALVARO,SECRETARY TORRES,VENANCIO,TREASURER ALVARO JR.,ARELLANO,AGENT ANGELES,RAMON,AGENT (End:05/25/2011) WA UBI No. Business type 602 410 257 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties Steel Erectors License no. WESTCCM966MR Effective—expiration 07/19/2004—07/24/2018 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WB001860 Received by L&I Effective date 08/08/2012 07/21/2012 Expiration date Until Canceled Bond history Insurance West American Ins Co $1,000,000.00 Policy no. BKW54309070 Received by L&I Effective date 01/13/2018 01/21/2016 Expiration date 01/21/2019 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602410257&LIC=WESTCCM966MR&SAW= 1/2 2/12/2018 WEST COAST METAL BUILDINGS INC Savings ................ .... No savings accounts during the previous l _ ar period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I 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' camp No active workers'comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. P Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Hrin rl'i inli)!i' https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602410257&LIC=WESTCCM966MR&SAW= 2/2 - '7Q..�'rALI- D_ Nest Coast Metal Bu ingS, Inc. Randy tbeshem-Owner �;R �„� : , , ,� • „ 253-549-4166 YEAR � WARRANTY�q �l ' � 3r30-731-3482 �+ 1 Email:CovefturTnysogmail.com On Frame li Rust Through ' i •r Cover Your Toys 12 or 14 V �c' 360-731-3452 A� GAt96 - DATE SCta l CUSTOMER N/ 1 E SS Gc}Q ttJ'N COUNTY 7LO tJ On^ 15_1-f-1r- ADDRESSL _ I (�1/� • 9P_ i 1 Street State Zip PHONE: WORK( `��) 3S-`� -rSSf HOME ( ) CELL (��, ) n 9 —cam WIDTH x LENGTR-6 L 3dx,4 ,' Qi�) 14ga All Orders C.O.D. LEG HEIGHT: 12 I <e!,� 1/i-< -FRAME ROUND � 1,_�. +� ;yy. �r / VERTICAL: VC-75 ( ROOF $ r ) ) ALL Price 1 i�•.-I ,-ENGINEERED: YES NO 1 ;- �� Tax Tax' ,l % $ `fCK, ()D i r Total $ B %Down e a1c:i_v, 30&h 1 Payment ,3U i U r\L Before taxes Balance Due "r $ 7 SC t;U at installation - cli,�_ �': �L�. -5t �(i r'§�i;IjiJthhi�c�%(;�IT4f'�3.L•tSy.acrvLE ,n„�i�cto�.��o+",itJu�L-.SBCrr!Gs��rTcgT ROOFCOLOR: I.GJi r �> _ t.rc:_��,; ..lL-L,r.i . r_ •,-TI :x� r_,,,,. TRIM COLOR:t�I-(-i 'F 1A ELECTRICITY fi�YES ❑NO ❑CONCRETE '91 GROUND ❑WOOD LEVEL: `Z YES ❑NO Things You Should Know 11' It is the purchaser's responsibility to locate and inform installers on site of any and all underground cables,or lines of any kind. I WCMB will not be responsible,for,any damages to any underground lines. ry-4 1 •Engineering Cost varies according to size and loads needed.Call WCMB for pricing, c Land MUST be 1caeLQr�urpgmwill be installed"AS IS"and any warranty will be null and void.An additional fee - +ae� an existing structure or object. •Ground An It ---••�• htim_wIII not be installed in excessively rocky/hard ground.if anchors are still desired tl _ •WCMB is not lit I �1� ! :pairs are done as a"Goodwill Gesture". •WCMB will abs _ `� "� deposit collected by the dealer. •If price discrepa •Down payments " " E�� o OCEIved p y ;� )/o deposits are required on all custom orders. •A 50%fee will v J.A..,vi g fee on all m^serials returned. •Within 10 days `1 istruction,ar YO '-vial defects. DEC 2 7 2017 •WCMB retains Eb ill within 10 •If legal action i CusT�n/� j C I action sha' EkS /ti7,,r r l (J •Purchaser afire 51�7 �t�� lk�� founts due M}��1rYG r ry}SRO WgIT •Customer Sery �CU (� _ a/,{//' or 2 days rFi 74C gU �}M� r}MF}S INITIAL •A service fee t C(� � ��1'�117 you builr D;S bV/� 2p1N rArar NC lS S Ta THREE(3)DIFFERENT �� ST CCIt•SRY f t�/''/oRs W11 C cF lves1, Cr p • -1-Our 14 ga %• that covers rust u,,. Your pro SCy O1J1gCr C0.1S7. s normal care a• �- �� atlolrce EQUCR YOCI T •-2-Our 12 ga �/7�j71( --overs rust through of framing ai._ i6 Ap Y UR O normal care a "''�- pr@cl�terl •-3-Our Engi., carries the same limited warranty as our stanaar- z 14 gauge and all es that it will withstand a specified wind and snow loaw. eded INITIAL for permits. •WCMB is n Building permits,if required;are the sole responsibility of the purchaser and would require aub..._ order an Engineered Building you agree to hold harmless WCMB from any action including but not limited to any costs reiaL, __ uding all building permit requirements and or restrictions. •This contract supersedes all other agreements,either oral or written,between all parties listed above. INITIAL We Accept: Customer Signature �•- �'- _ /":_- To' ®CCB# 161581 VISA'® (3%Credit Card fees will appl)q Dealer Signature Wa#WESTCCM966MR Cash,Cashier's Check,or Money Order ©2016 WCMB,Inc.-CUSTOMER ORDER FORM(10/16) /--' _, p /- $35.00 Service Charge For All Returned Checks 1 1 I� R(`S C_,l�Ifpy .j' •_ � t ., , 12/13/2017 08:37 FAX 2 0001/0002 �r�'�,WeSt Co;ilst Metal Buildings,Inc, 2h Crnru;rc• R;;� 5232 Salem-Dallas'Hwy NW 5111.t:ttl, OR 97304 C,uSTo.MER ( �v Plit►ne: 503-106-7788 ORDER Trill'M'rP.r: 866-�()4- 7788 ur lSH8465-0747 ' " tkh ,ear Fax: 503 566-SH.'3'3 12 DFAf,F.R Brittany Ext. 102 or 1�J(`'I1�r -. rl1X—.. _..__PII()NL—(503) 5G6-77$$ _ DATF 1'�17J2017 C'[TSTOM>wIt NAMh Lance Cylinder 0.8 A Dungeness Gear Works ('()LiNTY Snohomish _ ADDRESS. _ 18021 59th Ave NE Arling on WA, 98223 3trael City �._ Saute Zip PHONE: WC).RIC 3 6 0�__4 3 5 5 3 8 1_HOME ( )_ _ _C'I?L 1{ 2 0 t3)) 11 1 9 8 3 5 7 WEDTII x LENG171: 12x36 Q t2ga 14&;.1 Price:$2,375.00 All ut•aers C.O.D.L'L(i HN:ft:.i•]TT: 12' ✓0A-hRAMFQROUND $t330.00 WRTTC:AL: �]ROOF A I.I. I'tit:c g $5,080.00 ✓ ENGINEFRU.); 86rrph Ibs �/ _. 0 ❑ _ $575,00 Tax 9.1 �'/„ ITS NO �; 3462.28 8 - -- - -- Tidal g $5,542 28 35'Panels $1,200.00 12 MHA $300.00 1(Ny,Down — - Puyurcnl. Bal;urcc Due >u inf;1:111atiorl $ V��• a ROOF COLOW rIz.I 1 C uI_c 1R LLECTklc;l l•Y ❑r 'YLS ❑NO ❑CONCRETE O GROOND ❑WOOD 1,FVEL: 0 YES ❑NO ThlntplYnn Should Know 11 1R the pulull"Ne's rciptltifihilily to locale kola inform inslalle..rs tun site 01 any end Ail underploosid vtihlcx,or tines of any kind. WCMP,will not lit rrxpOnsi6lr for orgy damages to nny tulJeigruund lines. •Engiuvering Cofit varirs vtoviding t.0 xlzc and loads ne*AIW.Calf WLMI1 for pririag. •Lund MUN'1'lin itvcl or carpus l will he in.milled"AS I-S"and any warranty will lie null Itnd void. •An additional for will lru ussusard fnr building over;Illy uxrxrmg srnu•tun.or(dni%xt. •Droner Anchors(leropowry).Alnhilc Merle.kuck rued Asphelt anchor;,will not he inshllled iia excossively rnukyJhard erurmd.if uatclturs we still desired the pnmhaser a%sunncs oil rccpnnaihiltiy,for itlxtullution, •WCMB is nut hahlr foi any dutnogcs as a rtws ill for i-lemeut weather.All mpaas are clear us a••t iondwill Gesttu-e". •WCM16 will absolutely awl LC rt:xpnnsthlr cur any rCluudx twill, utrhasei's deµusil Collected by the.dealer. •If price diRrrrpnnty izt over$51-00 WrMR has ire right to rarrcal utder. •i)nwn µ lyinearts arc requited fill ill otders.l)<apOslts Art Valid fie 411 duyx.bU%dcpnsiV an:r6Q11iietl ur1 ell rrtxrr?m unleix. •A 50%fcc will he asxesrad ou cautccileuun Of Special order,.2SV'o ruvockinp.frc.on all uwterials returned. 'r',ece i ed •Widtill 10 days of lastull,W04121 maAt he notiticd of uny manutacnnrr,cvistniclitm,and/or material defect:.. •WCMN retain%the right to rupoxxrxg any buildu)g/tuaturialn it not paid ill full within 10 clay.of(Wivury. �� •IC legal artiuna is 11=1 d:1'urchaxrr agrewa Ural exclusive.ventto for auy such actin shoU be in Polk Co,Oregon. t j •Purtda;G.rr ugrecx to pay all,.psis surd uUumcy t'eec inrrlrred ll cullulinx amounu title.from Pulvillm-r Winderthis contract. •CuyWmcr SLI Vien will Coulaet you fur insiallation of our building at least 1 nr)days 8111— I(E UI!I.1V1;RY. IW(/ INITIAL •A nurvion frr.will lie ogst:ascd ulxn W CM8 ralunling to your-tile,to add to you building* TURCE(3)DiTMI(EN"f URADi?S UI•BUILiAM N 1-()tie ld gauge statrdunl cnrporr Caries ciuvics it10 year iimirrd wun•outy Ihat cover,¢ritxr througli of fralvitng and nmi'm8 mote,w us;inning normal core and tma nteriance air,pe ouued. ••2-Our I�!gauge slandord 01purt cumes a 20 year limited wurrurtly that covers rim%thwugli ul'irnrninp,•and routing uruterial anaaming normal caft anct nutiulruunrC arc pertilrmrd. �,�� •-:i-Our l;xi&ecrcd 12 ur 14 ga tire.Nuitdiirg,the ynVngeit rino&viiia0le,t:umes the Rarhr.limited wairunty its ow'8arnrlard I gauge St l4 &BULve..JIM slats coatis with stand<1rd engioevied drawln:.s which auaranl-s Ulat n.will wil'lnslattd a specified wind mid stww loads,Needed MI MI, litir pt•t•11►it9, •WC'M}s is not and will utd bo n:xprmviht.�for any petiuils ur n;xtnrtinns.Duilding punnliN,it nerlilired,we rile Sine rosponiihiory,olr tine purchaser and would require an E'nginnrarA Auildilig.1(you choose lint to(Adu un linl!inrrred Dudding yuu agrtxr arr hold h;trrnlesa WC NJB L> � tmm ally auliull including her tint liutited to any costs robted in:wd.iuctudulg all huildinr.prrotil 1 ryui friend and or marwitm �N-SAL •'1'hG1 eualrvct rluperirMrx toll odor ugrcemenig,either oral ur written,hetwnlm all porlicy listed above. 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'r Permit#: 1788 Permit Date: 12/28/17 Permit Type: COMMERCIAL BUILDING Project Name: Dungeness Gear Works, Inc Applicant Name: Lance Nylander Applicant Address: 18021 59th Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Lance Nylander Phone: 206-919-8357 Email: Scope of Work: Three carport style non-permanent buildings Valuation: 25000.00 Square Feet: 1620 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 02/12/2018 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Nylander Property, 399 Other 31052200102200 18021 59TH AVE NE LLC Miscellaneous Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# West Coast Metal 5232 Salem- CONSTRUCTION Labor and WESTCCM966MR Buildings,Inc. Dallas Hwy NW CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/06/2018 C20.BUILDING 03/06/2018 BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/29/2017 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $359.34 Building Permit Table 4-1 $563.68 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $952.52 Attached Letters Date Letter Description 02/12/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/28/2017 Dungeness Gear Works Check#30890 Kristin Foster $359.34 02/12/2018 DGW check#30995 Launa Black $593.18 Outstanding Balance $0.00 Notes Date Note Created By: 12/28/2017 Had to delete payment and re-run because of incorrect amount.KF Kristin Foster Uploaded Files Date File Name 02/12/2018 3032585-1788 Issued Permit.pdf 12/29/2017 2916446-1788 Application.pdf