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HomeMy WebLinkAbout18935 59th Ave Ne_94-1542_2025PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL PLUMBING SIGN PERMIT NO. OWNLw— MAIL ADDRESS C11 Y ZIP Deep See -18935 59th Ave NE, Arli6'qton-.WA 98223 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP Gary Parkinson 2812 Colby Ave, Everett-, 98201 GLNLRAL CON19ACIOR MAIL ADDRESS CITY ZIP - Westar Properties NW PO Box 3339 Arlin2.ton -98223 '4WL0tA,NI(-ALCONTRACIOR MAIL ADDRESS 9ty ZIP PRUNE 435-6696 PHONE 252-2153 PlIONE LICTN L 435-8581 WESTAPN080CF PlIUNE LICEN$L I PLUMBING CONTKACIOR MAIL ADDRESS CITY ZIP PHONE LICENSE # -ELASS (if WORK C] N1 W [2AUDITION ALTERATION REPAIR ❑ DFMOLI lION F] BUILDING RELOCATION V ALUA I ION OF WORK S 11 DLSLRIBL WORK 6 sq rt warehouse 5 0 0 va addition _u_, D r"A Ut� I RurUM 0 Ubl Of BUtLDING P PUS U I HEREBY CERTIFY TI IAT I HAVE READ AND EXAMINED THIS APPLICA- I 1 3 Ut. on S ortin Goods Distribution = TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- TIO T SHOW I W, R IA0t R COPIES) "Pt R Y I N LO "u LLUALL)IS(RIPIIUNOI murt KlY (SHOWN OLLOW OR AtTAI-It FOUR COPIES) StONSOF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK S 0 WILD BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE 0 LU 1 --22-8 BLOCK H OF GRANTING QFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF TAX ID NUMBER CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNAJURE OF COt4TRACIOR OR AUTHORIZED_A j DATE IOB ADDRIIS-5 18935 59th Ave NE Arlington 98223 X (OFFICE USE ONLY) MLCH NICALI PLUMBING NO, TYPE OF FIXTURE FEE TYPE OF EQUIPMENT FEE %AILRCLOSEI (TOILET) AIR COND. UNITS - H.P. EA REFR16ERAl ION UNITS - H.P. LA. IfAlI I I U B CA,VAIORY (WASH BASIN) S I iO%VLR BOILERS - H.P. EA .C. UNITS I ONNAGE EA. 6ASFIRED A.C. FORCLD AIR SYS'LMS - Bl' U MEA - KI ICI ILN-SINK & DISP m WALL',HEATEpS - B UISHWASIIL R-, .0 LAUNDRY I RAY- UNII HEA IrRS - B-I-U m EVAPORAI IVE COOLERS CLOIILShASIILR CLOTHES DRYERS WAIERIILAfLR — I NAL VENTILAI ICN FAN RANGE HOOD COMMERCIAL DRINKIN(, I OUN I AIN I LOOR DRAIN VACUUM BREAKERS R001 DRAINS - RAINLLADLRS AIR HANDLING UNI f - Cpm STOVE METAL FIREPLACE & CHIMNEY SINK (SERVICE - BAR, E 1C.) WATER HEATER GAS PIPING SUBTOTAL SUBTOTAL ERMIT PERMIT TOTAL FEE TOTAL FEE SIDL N ARD SE I BALK STREET SE (BACK REAR YARD SE [BACK PLAN CHECK k I E PLARCHECK NUMBER FEEFEE RECEIPT No —6 Ir USE ZUNI LUTARLA VACANT SITE FEES VALUATION FEE V L�l ®YES E>0 -7 CHECKING VG TYPE U#aLUIwST OCCUPANCY GROUP No. OF DWELLING UNITS PLAN ------------- BUILDING SIZE 01 BLU(j. NO.01 STORIES MAX. OCC. LOAD PLUMBING fIRESPRINKLLRSRLQUdRED YES ❑ NO MECIIANICAL ------------- STATE BLDG. CODE COMMENTS ENERGY CODE SURCHARGE I U a C. PENALTY SEC. 303(a) 772 WATER/SEWER*FEES TOTAL WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT & RECEIPT PAID Cp# _ BY FATE cc: ASSESSOR, APPLICANT, TREASURER, BLDG. DEPT. ' iUlLF)ir;rOFNClNL ,,, RECORDS COPY; [$ COMBINATION [:) 13UILDING [] MECHANICAL [I PLUMBING [:1 SIGN 1-542 • 11 11AIL ADDRESS CITY ZIP PHONE Deep See 18935 59th Ave NE Arlington, WA 98223 435-6696 ARCHITECT01MIER M. DESIGNER MAIL ADDRESS CITY ZIP PHONE Gary Parkinson 2812 Colby Ave., Everett WA 98201 252-2153 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE # MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE # PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK ® NEW ADDITION ❑ ALTERATION REPAIR DEMOLI [ION ❑ BUILDING RELOCATION VALUATION OF WORK s 126,000 ------ DESCRIBE WORK PROPOSE D USE Of BUILDING S orting Goods D' 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. St- d'UR€ OF CONTRACTOR OR AUTHORIZED ACZENI -.--••----DAI I-L(, t DI St RIPTIQNd Of PROFERIY ISHOWN BELOW OR ATTACH FOUR COPIESF LDI BLtx K OF H -- Art i n tnn Air° c L TAX ID NUMBER JOB ADDRESS 1935 59th Ave NE Arlington, WA 9223 (OFFICE USE ONLY) PLUMBING MECHANICAL NO TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TUILEI) AIR COND UNITS - H P EA BAIFIIUB REFRIGERATION UNITS - H P EA LAVATORY (WASH BASIN) BOILERS - H P EA SHOWER GAS FIRED A C UNITS - TONNAGE EA KI ICI{LN SINK & DISP FORCED AIR SYSTEMS - B T U MEA DISHWASHER WALL HEATERS - B T U M LAUNDRY T RAY UNIT HEATERS - B.T.0 M CL01HES WASHEREVAPORAI IVE COOLERS WAIERHEATER CLOT HESDRYERS URINAL VENTILATICN FAN I DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT - CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE & CHIMNEY SINK (SERVICE - BAR, ETC ) WATER HEATER GAS PIPING I SUB TOTAL i SUBTOTAL S PERMIT ; I PERMIT S TOTALFEE $ TOTALFEE $' SIDL YARD SL I BACK STRLLI SLTBACK REAR YARD SETBACK DATE RECEIVED 9-14-94 PLAN FEE 449.80 CHECK FEE RECEIPT NO 30590 USE /ONE— 1ND 401 AREA VACANT SITE ® YES NO FEES VALUATION FEE PLAN CHECKING VG 474 . 83 25 03 TYPE OF CONS] VN OCCUPANCY GROUP NO. OF DWELLING UNITS ®® BU'LDING $ SIZE OF BLDG. NO. OF STORILS MAX OCC LOAD PLUMBING _ -t FIRE SPRINKLERS REQUIRED ® YES NO MECHANICAL 36 COMMENTS cc: ASSESSOR, APPLICANT, TREASURER, BLDG- DEPT STATE BLDG. CODE ENERGY CODE SURCHARGE PENALTY S e C SEC 303(a) WATER/SEWER FEES 2100 ° 0 C TOTAL 2891 PERMIT VALI ION PWHEN 7 CR#SPACE) T Ht5 IS YOUR HERMIT & REt". AID OPE I.IFi1`ti THIS J � v M, F DATE j R ORDS COPY m CITY OF ARLINNGTON MEMORANDUM TO: Building Permit Applicants DATE: September 30, 1994 FROM: Department of Community Development SUBJECT: Mitigation fees collected at issuance of building permit In addition to the standard permit fees collected upon issuance of building permits, the following mitigation r = FOR - • -AMOUNT Park Mitigation 1 6500 sq.ft. X .05� per Sq.ft.1 $325.00 Building P ermit 15 4 2 Atoli t Deep See Site Address Total 18935 59th Ave NE Legal Description Lot 28H Arlington Air2ort Date Paid CR# by \wpa l \buiWingmniug.mcm $325.00 UPTIMMITOMW APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWING LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DR.. ;AGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS THREE (3) COPIES OF EACH FOUR (4) COPIES OF EACH ARE ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATION ZONQJa, SETBACKS: FRONT • 1W*ZM0ff4aNW i PERMIT TRACKING Name Permit# Project Type='IL' Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURN-ED Public Works Engineering Fire Dept. John Farrens Date Returned for Corrections Date Resubmitted with Corrections Made Date Ready to Issue Date Issued DATE: SIGNED: \wp5 WherrAChockliat. BP WIIEENIQ• `_ � A. Zone Classification B. Permit Use: Yes No C. If no, extension of non -conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2. Side 3. Rear F. Height limitations, Maximum G. Landscaping and plan required: Yes — NO H. Parking: 1. Off-street parking required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes NO A. ALLOWEII SHOWN: I • DETERMINATION OF S.E.P.A. CATEGORICAL EXEM=ON Code reference allowing exemption: w.A.c. 97-ii-soo 1 (i)b "M %wp5I\shcrrABP-SF_PA.frm ss vVv A two, ml S' i073 w I G, r, 238 N. Olympic * Arlington, WqShinp-tpn9,8_2-23 + (206) 435-5785 Fssued on: 08-25-92 Expireson: City' of'A . r1ington I I Your local sales tax code Is 3 101 Deep See, Inc. 18935-59th Ave NE Arlington, Wa. 98223 180Mi Ll FBIH��� BY UY CLERK CITY OO F ARLINGTOO N ETTMMOV 014.. %CERTIFICATE OF OCCUPANCY UNIFORM BUILDING CODE Sec. 307 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At Building Permit Number NAMEANC 7 SE 7 P -- OW;% Occupant Load No. Stories Type Const. 0' J Use Floor Load sighs — In 01111109 (pilif Sec. 2304 (e) — Capacity sighs — posted (per Sec. 3301 (j) U.B.C.) Floor load and capacity signs, when required, must remain posted at all times. THE HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH PROVISIONS OF THE ARLINGTON BLDG. CODE FOR GROUP 4".- — OCCUPANCY Issued this By By FIRE OFFICIAL day of 19 BUILDING OFFICIAL This certificate she" be posted In a conspicuous public area and shall not be removed, mutilated or obscured and shalt be maintained In legible condition of all times. Any change of occupancy requires a now certificate. CITY OF ARUNGTON BUILDING DEr'ARTMENT GAS PIPING TEST AFFIDIVIT Homeow7ner__,o Address Permit No. The gas Pipit ng system was tested a psi for a total of inutes. WITNESSED By n ure of occu rit requesting gas service) (date) INSTALLED B 21 signature of installing gas fitter) Please arrange for someone to be (gat Present on the date of request e) ed inspection compI etion to.- City of Arlington - Building Department mailed upon to Provide access for the inspector. The white COPY Must be 238 N. Olympic Arlington, WA 98223 Hard COPY - Job Site Pink Copy - Contractor White Copy - Mail Fee Paid I SS permit Numb_er-33-14� Bp Number CITY OF ARLINGTON APPLICATION FOR PERMIT TO INSTALL SIDE SEWER DATE 7 ned applies for permit to install side sewer on the premises in the city of Arlington, Snohomish County, Undersig Washington, described as follows, Legal Description, A-, V- ev"i 's is address Of the Property 1,. The street r of the peY, The owner rmises is the side sewer from the Owner's mailing address the property and the whole course of attached side sewer Plat :)Cation of any buildings on The dimensions and I( connection with the building or property to be served is showrl on the public sewer to its CO map. The side sewer contractor who will install and connect the side sewer is Address of side sewer contractor ZTt -Applicant Action of Sewer Superintendent ----.Application Denied -------- — Application Approved for the following reasons: ing modifications and changes'. with the fO110w signature of Sewer erta . intion and issuancde e ing to the applica Superintendent May require the perm-Ittee 10 furnish him plans pCode for rules and rag is maulations governing si The Sewer Sup de to Chapter 13.08 Arlington Municipal of permit. Reference ublic sewer. sewers and connections with the p too (Z-) PC) z s f -- 4- A SC A JPC I S'-'- 6 L) 'i S7 I q-cxl C, F ML CC, A' , co'ge) 0� '?'M ...... I "I - . - I ...... k, --�ij >1 (72 J- * j Y 4.'" ! v ( (1lY Y v }` r1 Cvc n ts^ p. �'�r...✓i 1:�' �.-1..�� i:�Q" '7� ►C�''1 N �'°�... N�� �ZL z- r _ ..._..a . _ a.. _ - . � t °.S a s a •R � 1 "PP".. j r ° E AE JJaF f� fi �+• - - A"�. T ; • - ,�f� _� F 3=d•� H t 4 ; y! - - fJ - a 3 fir✓ ",! s J`" '3 r \ le �tF- fy a de p( } ` , , d<' E y'1 •"F VS •, - - ` �' a}- s ' _i � Y� f- , �� ZI, FF JI It ell f d r _ f 6 i t �s�� ,�� �4 f F „`• � *,�e"`c- q: -' F r , k '( Sys ` Mop ji vei- trA 1 ' - _ . ' $� '?^' y�%C ' ' l ,( "' w•f it x,p'^. xF .},.- -p�"} F l �� iv. t'��"' `-�°S�F*� - am - ' . -€ a ,. � d' - - - , ., . r' ' � • eye` • � e i #s - �,� gas it i \ E "_ . €t ' �S i 4 ' Y 9 - -. 6 p • \ t 1°F Y< g* �y^�'�•? - Irpermit No. Date Called Time Called By City of Arl imgton NOTICE and Insptiftion Report M. - Address Contractor/Owner : 93=1 C] Setback C] Roof Diaphragm C) Insulation C) Plumb GW Q Framing Q Gas Piping C] Footing C] Drywall Nailing C3 Final Foundation Lida� Q Rough -in Plumbing Q Reinspection Q Shear Wall C] Mechanical Q other ij,AffROVAL Ej CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. C) CALL435-0724 FOR REINSPEC'nON — 24 hour,'notice required. Inspector Date Permit No. Date Called Time Called By L VI/ 01= XFooting ■Foundation Shear Wall City of Arl 4.ngton NOTICE and Inspection Report Legal Address Contractor/Owner W Roof Diaphragm a Framing I■ Drywall Nailing Roughwin Plumbing C] Insulation Gas Piping Final F."La-AP-PROVAL CORRECTION REQUIRED ■' Cprrecdons listed below MUST BE MADE before work can be approved. r-■- listed below has been inspected and approved, CALL 435-0724 FOR_ REINSPECTION —24(hqur notice required. 0 ERAL NOTES: .S SPECIFICATION kTE .E MILL SHAPES ATES )DS tMED LIGHT GAGE SHAPES i WALL SHEETING (R PANEL) :STING (STANDING SEAM) D 0LTS ASTM DESIGNATION A-SZcj a.-570 A-36 A-36 A-36 A--445 A-446 A-446 A-325N GRADE 5 YIELD STRENGTH FY = 50 KSI MIN FY = 50 KSI MIN FY - 45 KSI MIN FY = 45 KSI MIN FY = 36 KSI MIN FY = 55 KSI (GRADE D) FY = 80 KSI (GRADE E) FY = 50 KSI (GRADE D) STRUCTURAL PAINT !ED OXIDE OR ,BEEN/SLUE +f?Y STRUCTURAL COATING ROM GALVANIZED PfRODUCTS (G60) /CONTRACTOR R5SPONSIBILMES 1ILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS APPLY. UNLESS STIPULATED IN THE CONTRACT DOCUMENTS, PACIFIC BUILDING SYSTEMS DESIGN, FABRICATION. RFTERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IF DISCREPANCIES OETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS R TRADES, THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN. RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND ( PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR'S 'E OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/ )R FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE 0 BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY -D IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, �S PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE ORDER. ER/CONTRACTOR OFt A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION ACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDING .RE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS IESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART 1RCHASE ORDER, PACIFIC BUILDING SYSTEMS ASSUMPTIONS WILL GOVERN. -R/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND IONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS )OES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS GINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON - PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM BY PACIFIC BUILDING SYSTEMS, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE -R/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL ;OMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS "FOR CONSTRUCTION" TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE ILPY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL ©LT TIGHTENING REQUIREMENTS STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. L BOLTS SHALL BE TIGHTENED BY TURN -OF -NUT METHOD IN ACCORDANCE WITH THE ION, AISC "SPECIFICATION FOR STRUCTURAL JOIhrTS USING A325 OR A490 BOLTS" PER SECTION 3OLTS MAY BE INSTALLED WITHOUT WASHER WHEN TIGHTENED BY TURN -OF -NUT METHOD. RESPONSIB1L11Y OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. ) CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING -TYPE CONNECTIONS_ WITH BOLT OT EXCLUDED FROM THE SHEAR PLANE. ZEE SECTION PROPERTIES CEE SECTION PROPERTIES d a T t 0 LR 1r-B----� R PAN EL SUPER SPAN SECTION PROPERTIES STANDING SEAM WEATHER SEAM SECTION PROPERTIES Size Wgt. Effective S t d Q R �eO Per Foot D B Ix Sx In. In. In. In. In. In, In.' Lb. In.' In.' 10 3.25 .105 1.021 50.00 3/16 1.890 6.431 28.546 5.046 .075 0.970 50.00 3/16 1.350 4.594 19.555 3.303 9.0 2.25 .105 1.021 50.00 3/16 1.575 5.359 18.156 4.035 .090 0.996 50.00 3/16 1.350 4.594 15.625 3.472 .075 0.970 50.00 3/16 1.125 3.828 13.070 2.856 .060 0.944 50.00 3/16 0.900 3.062 10.454 2.055 8.0 2.75 .105 1.021 50.00 3/16 1.575 5.359 15.331 3.802 .090 0.996 50.00 3/16 1.350 4.594 13.201 3.074 .075 0.970 50.00 3/16 1.125 3.828 11.049 2.433 .060 0.994 50.00 3/16 0.900 3.062 8.659 1.861 6.0 2.50 .060 0.994 50.00 3/16 0.720 2.450 1 4.020 1.235] Size `Ngt. Effective S t d d R Arec Per D B Foot I x S. In. In. 1 In. in. in. In. !n.' I Lb. In.' I In.' 10 3.25 .105 1.166 90.00 3/16 1.890 6.4-31 28.100 5.452 .075 1.093 90.00 3/16 1.350 4.594 20.083 3.574 9.0 2.25 .105 1.166 90.00 3/16 1.575 5.359 17.761 3.94 7 .090 1.130 90.00 3/16 1.350 -�.594 15.305 3.4G .075 1.093 90.00 3/16 1.125 3.828 12.820 2.800 .060 1.057 90.00 3/16 0.900 3.063 10.267 2.034 8.0 2.75 .105 1.166 90.00 3/16 1.575 5.359 14.986 3.747 .090 1.130 90.00 3/16 1.350 4.594 12.922 3.227 9 .075 1.093 90.00 3/16 1.125 3.828 10.830 2.563 .060 1.057 90.00 3/16 0.900 3.063 8.528 1.93Y 6.0 2.50 .060 1.057 90.00 1 3/16 0.720 12.450 i 3.904 1.209 PANEL GAGE THK. IN. WT. PSF Ix l^ 4 CxIn3 ix In.' SxIn3 Positive Bending Negative Bending i 26 Steel .0198 0.98 .0520 1.050.5 .0423 1 .0193 t 24' COVERAGE PANEL GAGE THK. IN. 10. 1 PSFj Ix In.' Sx{n' !.In.' I Sxln3 Positive Bending Negative Bending 26 Steel .0195 1.01 .3223 .1286 .1516 .0820 24 Steel .0240 1.24 .4016 1.1621 1 .1956 .1083 Job N1 94-4147 DEAD WESTm PmMmEs PROJECT DEEP 5EA LOGAT I Or`4 Aga mTON WA DESCRIPTION 50` X 150' X 14' LOADING INFORMATION LIVE LOAD , 25 P5F DEAD LOAM 2 P51F + FRAME WT. WIND LOAD 50 MPH !�G�1ANICAL LOAP &D- D SNOW LOAP 5E15MIC ZONE' 3 SI-ETIW2 EXP. A = (EXP. 6 + EXP. G)/2 3# P5F NOT REQ. ROOF 24 4?A. �5TANDINC� S EA WA` . 5- 20 G0. CQMMIAL GRADE (PAIWED) I N5ULAT I ON 4"/ALLS� KOE5509I 5 - WOOD WALL 6ELOW 6-0" 0Y On-ERS 5'1E�-TING A60VE 6-0" PROVIDED by P65 - ter'' fLtPS 1PLEA,SC-- VEtzIFYj 14• 1732; rSIONAL �' EXPIRES 8/20i a n co rn ao3a� Z .0= iZo U ?vi z-ter a�azz OV) wo F-u)wwI-- D Q@;J Food AiddOS 0')SS3N H _I G 5d-O" OA 25-0" —L- 25'-O" 10�� I a I @ io atn� I 0 KvisibN DATE PROD DEEP 5EA DATE 07-22-94 ARu%roN WA T� TIC PO&F M A F, i-, PLAN DWG BY- Rt11 LL DEALER, WESTAR PROPERTIES clFfcxED by, THIS PLES, IS THE PROPERTY Of TRUSS-T STRUCTURES, INC'NAND SHALL IGN PNOT IB REPRODUCED. COP D OR pt3m=mmm BUILDING SYSTEMS PAGE' 1 of 2, LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. TT IS NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. TO BE USED IN ANY MANNER THAT MAY CONSTITUTE A DETRIMENT JC' 94-4 1 -4% DIRECTLY OR INDIRECTLY TO TRUSS-T STRUCTURES, INC. 2100 N. PACIFIC HWY, WOODBURN, OREGON 97071 PHONE 503 / 981-9581 n Y-1 O 6" O TM 1 = r T,I rn n rn -0 O r� 70 z z rn m N 1 I 1 O O n C i� 1 00 N m G O � � r n 0rn C m � po � � I W U4 i (� 0 of G U ' fi N � it I C N 6` I� O -- U n ID J N o - n ol O n m k A La i- �� � sr 'Sy l REVISION DATE PROJ. DEEP 5EA DATE 09-0 i -qh AR-INGToN WA TITLE, 5TRUGTURAL MARKING PLAN DWG 0Y- R.h ILL DEALER- WE5TAR PROPERnE-5 Gt1EGKED 6Y, THtS DRAWING, INCLUDING DESIGN PRINCIPLES, IS THE PROPERTY OF pt3 BUILDING SYSTEMS PAGE- TRUSS-T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, COPIED OR LOANED IN WHOLE PERMISSION. DDETRE IN PART OR IS NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. TO BEUSED ANY MANNER THATMAY CO Job- 9-1--41 -17 DIRECTLY OR INDIRECTLY TO TRUSS-T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN. OREGON 97071 PHONE 503 / 981-9581 160565 m GT-1 0" F ELEVATION GIB I D LINE GT-1 0 0" I( OH F, ELEVATION Gl`�ID LINE - 1.7 C�IzTS: 10 ZEt: 14ClA, P,Rl'C-,{1.!<.: r ^�ttD-Po��iS - 3 2? r) G-t I }e1 C.-1 : M t D - PC� i N 7-^, i xt. J � DO ire w i o X t w t o r t ' C Iry En? S-r. F'5S C, �- — 251-011 25'-O" i 25'-O° 251-0° } G ! ELEVATION GRID LINE - 6.1 � � ELEVATION 5GALE - 1 /8" s 1'-0" 50ALE - 1 /50 - I'-O" @ GRID LINE - 1.7 10 GT-1 IN < H N co _ O r _ O _1 r 2 0�2 f _ � p 23 — 24'-10 46-2 I ''' +! APb. To AB. 46-1 O :'? ` STEEL to'-&' O.A. {3UILDING �l 91 G I D FFAME SECTION @1 G.L.-`A THw.?•5( � - FgAMES 9EQU 19ED) 5GALE - 1/4 = 1-0" �} 71 &" A �—r N �y ✓ 4It 2�> 1 /2 . ROOFING t 24go. S-ratir,,t.c-, 5E:,4,,--,\ > PURLINS 1 9 in, @ 5'-0' o,c, (see page 1) BRIDGING lxlxl/8 Angie @ mLd-points SIDING 1 26 go. CommercLoL Grade t ) GIRTS 10 Ln, (see pages 2-$ ) Frame OLmensLons and PLote SLZeB-- Sec. Joint OUtsLde Flange InsLde FLonge Web Web Depth no, start end thLck. A dth thLck, wLdth thLck, ------------------------------- start end ---------------------------------- 1 1 2 1/4 5 3/8 6 3/16 10 20 4 4 5 1/4 5 1/4 5 3/16 26 26 5 5 6 1/4 5 1A 5 3/16 26 26 8 8 9 1A 5 3/8 8 3/16 26 10 --------------------------- - PURLIN SPACING ----------------------- No. DLmensLon Brace FRAME DIM, A -- 4`-7 1/8` ------ =52'-O 13/ib" B -- 9'-7----------- C -- 14'-7---------- D -- 19'-7---------- E -- 24'-71 --------- F -- 29'-71 --------- G -- 34'-71 --------- H -- 39'-7---------- J -- 44'-7'--------- K ----------------------- -- 48'-ll 7/8' ---- `1 1 r O p c0 �- Q 1 to Lu Q o v r r cn �Z< ui rW r z� oP2LC C J � O � w t C vD Win` t C wCE O O r o� wz off' Li ' W O a�0� 05 NK 2' Q _Ww yid z N W L) ?pip H:z30 uj d g W��� Nz 04 Q- Jr °Zo C7 z Q w OU3Z Lu C�°QoG� C w Z VF w� zoLn Q. 1•'- lJ V Z m GUSSET PL. TOP PL EA SIDE ;/ PL. SIDE TOP PL 1142 X EA. SIDE END Pt END- P 3 W/- ' x A325N BOLTS W/ { r 0 X �G " A325N BOLTS VERTICAL HAUKCH DETAIL A SLOPE HAUNCH DETAIL W. PI N/ o x A325N BOLTS 1TERMEDiATE .BREAK DETAIL / -t- -�-- 3 " i to 4i A36 A.B. STIFF, EA. S COLUMN CAP W/ o .X A325N BOLTS F INTERMEDIATE COLUMN :' CONNECTION DETAIL s (ems 140 4 1 2' BASE PL W/ -; 0 A36 A.B. GUSSET_Pt:;_ TOP PL l� x EA. SIDE .END PL =�.. i=tT W/ t E• /'�o x � A325N BOLTS, DI APEX HAUNCH DETAIL G S� fFF CC w BASE Pl. •.. I RIDGE PL W/ O X A32% COLUMN CAP COLUMN" CAP W/ 0 X A,125N BOLTS , W/ � o X A325N BC C RIDGE W1 CENTER COLUMN ID I INTERMEDIATE COLUMN CONN. DETA L (RIDGE PL r - , W/(8) 0_ X. A325N BOLTS RIDGE CONNECTION DETAIL J 114 y i c { m m xLd o �} z LJ r D a U 4 O w rn V:TJ:.• �F•' t %mil �• •:S i 0 h 00 �wz X CL fn �o8rz -w aLUzoy ' :' U, E ,-QNo,3 V1 cna��¢z w aZ�p� Z ¢ O V, V�FS1 0 Ejj U an�x:" zz8c' Lt•i < w O . o U = z 7-- K J z ?yes O Lu U oz Q �• 3�gzz �um~iZnwo ti 0 = o m w a �aoo � 11 Ld r 16 3/16 LLI LLJ 3 36/1 � An-11 ---------- \N7 V—\ LLI L /Z RIDGE PL CUP PL 3/8* x 4" x RIDGE PL. 3/8" I \G RIDG PL'S. 3/8" x C \3— > BASE PL. —0 A.325N BOLTS W/(2) 3142' 0 x 2 3/4" A.325N BOLTS ',,\W/(2) 5/8" 0 x 2 1/f "A,325N BOLTS 4� I m W/(4) lEr 0 x 2 1/f A325N (D A A,36 A.B. W/ GUSSET PL 1/4!' x 4" x 4" GUSSET PL 1/4" x 4" x 4' 7S COLUMN BASE PLATE DETAIL T A RIDGE\CONNEC-nON DEML\, B, ENDWALL COLUMN DETAIL C RIDGE CONNECTION DETAIL D RIDGE W/ CENTER COLUMN —[—E mc L CLIP 6* GIRT CUP PL 3/1 x C 0 c E F GIRT PL 3/1 x (2) 1/2'\o x 1 1/4" GR. 5 A (2) 1/2- 0 x 1 J/4" GR. 5 13Lo< G��T CLIP PL. 3/16" x < CL x 3" AG x 16 go. (2�\l 0 x 1 1/4" GR. 5 \\GIR PURUN CU PL 3/16* x 6* PURUN 0 Fi\ W/ TEK SCREWS 'A (2) 1/2' 0 1 1/4' GR. 5 GIRT 1 \ • 0 0 10 , GIRT CLIP PL. 311C x 47 I GIRT GIRT GIRT C:) -------- (2) 1 If 0 x 1 11.4* GR. 5 0 0 CUP PL 3/16" 6" wo GIRT CLIP PL 3%/1\ x 3" SCRAP GABLE ANGLE R (2) 1 If 0 x 1 1/4* G 5 Li T \& (BGA) 7" FIELD CU\ F- (2) 1 0 x 1 1/4'GR. 5 (2) TEK SCREW TO GI�T DO JAMB Ln L vi LLJ C GIRT SECTION A —A RIDGE PL'S. 31T x C W/(4) 3/+ 0 x 2 5/4 A325N BOLTS 2!� o Z: GUSSET PL. 1/4" x 4' x 47 to uj INLINE CORNER COLUMN DETAIL F INLINE END WALL COLUMN G INLINE, CORNER COLUMN'.. INLINE PURILIN ',,CLIP/ DOOR JAMB QETAIL IJ INTERMEDIATE COLUMN CONN. DA&U IK 0 --Jj ZL T. ol ILI z SCRAP GABLE ANGLE r3 Ld N 1 1/2-1 1/2 3/16 V 3/16 (BGA) 7- FIELD CUT & (2) TEK SCREW TO GIRT\ ^` 5 �, 17327 Gi 2" SECTION A —A PURLIN CUP PL'3 16' x 6" V (2) 1/27 0 x 1 lle GR. 5 Q-1 0 QL (n 0 0 NAIL if CORNER CLIP PL 3/1C x 6- 0 PURUN EXPIRES 81201Z?L� A F(4) 1/27 0 x 1 1/4" GR. 5 CUP PL-16 CUP PL-16 =,-r2 G, GIRT 0, GIRT G It ---------- Coll I Coll fill, o, (2) 1/2\ 0 x 1 1/47 GR. 5 (2) 1/f 0 x 1 1/47 GR. 5 10 0— GIRT CLIP", PL 3/16" x 4" =10 GIRT CUP PL 3/16' x GRT cup ------ A 1 (2) 1 0 x 1 1/4" GR. 5 \ GIRT GIRT 1 1,0 GIRT (2) 1/2- 0 1 1/4- GR. 5 (2) 1, cl i i I I 0 \� cz) ------- --- GIRT CLIP PL 3/16" x 6" 1 I DOOR JAMB GIRT CUP PL 3/16' x C GIRT CUP PL. 31j,� er (2) 1 0 x 1 1/4!' GR. 5 GIRT (2) 1/27 0 x 1 1/4� GR. 5 (2) 1/2" 0 x 1 1/4* GR. 5 BY PASS ENDWALL DETAIL BY PASS CORNIER DETAIL BY PASS PURLIK CUP/ DOOR JAMB 'DETAIL N LNTO\\INLJNE GIRT CONN. \ \0 SIDEWALL 0 LNTO INLINE qIRT CONN. 0 CORNER p ANGLE SIZE & END PLATES TYP. IN DETAILS "B" THRU "G" i (4) 7 - X� H X VARIES (1) 9/16.0 H 1/7' 0 X G' C OR 4 T1lC SCREWS THREADED ROD ,. IF WALL 6RD'G DOES w Ls— '' 1/8 NOT MATCH ROOF LOC.tij Y PLATE 3/16" X 1 1/2- X 1 1 /r 1/r4 ) U < PLATE 3/16'X 1 1/1* X 3" X 6' THREADED I 1/r X (1) 9/16„ � H f q � U � � (1) 9/16" 0 H R D EACH END _- _ THREADED ROD 1/r 0 X 6 L 1'X1"X1/8" 41 THREADED ROD 1 8 --- THRREADED ROD 1X 1 r 1/8 I ,.' rrt W �Z` L,_1 - I L, VARIES / E` Coil 1/z'o x 1 1/4 GR. 5 (TYP.) FIRST GIRT FROM BASE i ©� S SAVE DETAIL @ ROOF A MID DETAIL ®ROOF B RIDGE' DETAIL C SAVE DETAIL W/DEAN—TO D EAVE DETAIL @ WALL E MID DETAIL ®WALL F DETAIL @ ENDWALL G EL 4 N ' USE STD. HILLSIDE BRACE GRIP &CABLE p '-- & NUT ® OTHER END II II CD 1 /4 1 /4 SEMI —SPHERICAL WASHER �I RAFTER-' BRACE GRIP CABLE EYE BOLT OR ROD ROD BRACE C. Apo II BRACE —EYE 3" X 6" MIN PL. I BOLT EQUAL TO Li k Z II 3/470 BOLT ROD DIA.. 11 � ��C" NOTE: = II 2 1//227 ►} I 2NDSLOT REQ'D ® 3 X 6 MIN PL. 3" X 6" MIN PL. ��^ I II DBL. BRACING ONLY LLB �= s J?= Or� COLUMNS - I•I CZ3L u LL, Z=�< 0 U4p', ONN. H CABLE CONN. J BRACING SLOT LOCATION K CABLE CONN. @ CORNER COL. L ROD CONN. ® CORNER COL. M . < Z CABLE C (4) 1 /2" 0 X 1 1 /4" BLOTS=' - GRADE 5 ® tAP:; 3 < SIMPLE SPAN GIRT " SIMPLE SPAN GIRT " " SEE PLAN VIEW FOR LAP (2) 1 /2" 13 X 1 1 /4 BOLTS &GRADE X 1 1 /4 BOLTS �~ U ACH END GRADE 5 EACH END ~ r Z CLIP I 3/16 1 1/2 — 1 1/2 ~S` I 1/4 3/16" GIRT CLIP ------------ —BRACE GRIP k CABLE a a FIELD INSTALLED z 0 12 OR LESS3.+y1 i. cv 0 1 { y 0 0 12 `Z--PL. 4" x 4" x 3/8" � �`^ �.� •�� tl a �12 ; I 12 OR LESS s v SEE PURLIN FLANGE BRACE I FLANGE BRACE 2- 4 1 /8" X 1 3/4" X 1 3/,4 � � QA It (1) 1 /2" V X 1 1 /4", 17327 12 3/16" PURLIN CUP GRADE 5 ®BEAM • I SEE PURLIN FLANG£- BRACE (4) No. 12-14 X 1" TEK sfONAL 12 OR LESS (2) 1/2" 0 X 1 1/4" BOLTS SCREWS (O.T. GRAY) ® PURLIN GRADE 5 ® CLIP BRACE BOTH SIDES EXPIRES 8/2oiq�,� UNLESS NOTED ON z ERECTION DWG'S g V) STD. GIRT FLANGE BRACE P INLINE GIRT FLANGE BRACE R PURLIN FLANGE BRACE S CABLE CONN. @ CORNER COL. TR S A lddns 0?SSIN CQ p 01 of MIA tJ Qp I O 49'-5 1 /2" CIA GONG. 24'-4 1 /2" 71/2'JN Oerr: tt;"E a5r- Eh.l 10" A LLov-j Z It �I14, Folz t.xl TI x V� REMISION DATE PRO J, !�P 5EA DATE- 07-22-94 ARLmTON WA DWG aY. R.HILL 71 TITLE ANCHOR DOLT SETTING PLAN DEALER WE -,TAR PRo�rles i3S Gt�CKED 6Y� THIS DRAWING, INCLUDING DESIGN PRINCIPLES, IS THE PROPERTY OF p BUILDING SYSTEMS i'AGE' 1=1 of F2 TRUSS-T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, COPIED OR MANUFACTURED BY TRUSS-T STRUCTURES, INC. LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT KIN q4_4i 47 TO BE USED IN ANY MANNER THAT MAY CONSTITUTE A DETRIMENT 2100 N. PACIFIC HWY. WOODBURN. OREGON 97071 PHONE 503 / 981-9581 Tr' Tol Iec_T 'Zml ICTt IRFS INC_ Z f? C C v