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HomeMy WebLinkAboutPermit File BLD-2020-0502 718 4th Street 1 Cityof Anacortes Invoice/Permit #: BLD-2020-0502 904 6th Street Applied date: 08/28/2020 P.O.Box 547 Issue date: 09/11/2020 Anacortes, WA 98221-0547 Expire date: 03/12/2022 (360) 293-1901 Job Address: 718 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: P56533 Remarks: BUILDING #1 : ERECT A NEW 20' X 27' VERSA-TUBE STRUCTURE FOR STORAGE. Owner: PORT OF ANACORTES Contractor: OWNER Address: 100 COMMERCIAL AVE Address: ANACORTES WA 98221-1560 Phone: (360) 299-1814 Phone: License #: General Information: Fees: Building Valuation 3800 Building Permit Fee 97.25 Occupancy Group s-2 Plan Review Fee 63.21 State Building Code Fee Comm 25.00 Total Calculated: 185.46 Deposits/Receipts: 0.00 Total Due: 185.46 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or rostricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize sucn work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and exa ed t is application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUE Cityof AnacortesBLD-2020-0503 Invoice/Permit #. 2 � � 904 6th Street Applied date: 08/28/2020 P.O.Box 547 Issue date: 09/11/2020 Anacortes, WA 98221-0547 �$4 Expire date: 03/12/2022 '.4e4 (360) 293-1901 Job Address: 718 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: P56533 Remarks: BUILDING #2: ERECT A NEW 20' X 27' VERSA-TUBE STRUCTURE FOR STORAGE. Owner: PORT OF ANACORTES Contractor: OWNER Address: 100 COMMERCIAL AVE Address: ANACORTES WA 98221-1560 Phone: (360) 299-1814 Phone: License #: General information: Fees: Building Valuation 3800 Building Permit Fee 97.25 Plan Review Fee 63.21 State Building Code Fee Comm 25.00 Total Calculated: 185.46 Deposits/Receipts: 0.00 Total Due: 185.46 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or gra ti.ig cf thio interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or tederei law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examine is application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED _ CiCy - ty of Anacortes Invoice/Permit #: BLD-2020-0504 904 6th Street Applied date: 08/28/2020 ''" .a P.O.Sox 547 Issue date: 09/11/2020 �► ' �� Anacortes, WA 98221-0547 Expire date: 03/12/2022 ' (360) 293-1901 Job Address: 718 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: P56533 Remarks: BUILDING #3: ERECT A NEW 20' X 27' VERSA-TUBE STRUCTURE FOR STORAGE. Owner: PORT OF ANACORTES Contractor: OWNER Address: 100 COMMERCIAL AVE Address: ANACORTES WA 98221-1560 Phone: (360) 299-1814 Phone: License #: General information: Fees: Building Valuation 3800 Building Permit Fee 97.25 Plan Review Fee 63.21 State Building Code Fee Comm 25.00 Total Calculated: 185.46 Deposits/Receipts: 0.00 Total Due: 185.46 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interp ctod to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this state, this permit snail not authorize such work and snail not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examin 's application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT " CZANNMERCIAL &:MULTI-FAMILY BUILDING PERMIT APPLICATION MazlnI-(4ddress:P.O. Box 547,Anacortes, WA 98221 Of ce location: 904 6th Street,Anacortes WA 98821 Phone: (360)293-1901 PLEASE REFER TO THE COMMERCIAL d:_lv1ULTI=FAIvIILYBUILDING PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 718 4th Street P56531 thru P56538 Subdivision/Lot#: Building#1 PROJECT VALUATION: $ 3,800.00 APPLICANT: Port of Anacortes Phone: 360-661-6273 Address(Street,City,State,Zip): 100 Commercial Ave Email Address: Kelly.Murphy@PortofAnacortes.com PROPERTY OWNER: Port of Anacortes Phone: 360-293-3134 Address(Street,City,State,Zip): Email Address: 100 Commercial Ave, Anacortes, WA 98221 CONTACT PERSON: Kelly Murphy Phone: 360-661-6273 Address(Street,City,State,Zip): Email Address: Kelly.Murphy@PortofAnacortes.corn LENDING AGENCY: N/A Phone: Address(Street,City,State,Zip): Email Address: CONTRACTOR:* Phone: N/A Address(Street,City,State,Zip): Email Address Professional License# Exp.Date: *All Contractors&subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: Erect three new 20'x27'VersaTube structures to store equipment and vehicles while not in use PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 1"Floor SQ': 540 2nd Floor SQ': 3rd Floor SQ':. 4d'Floor SQ': Garage SQ': Other SQ': Retaining Wall: Yes ❑ No ❑ Fire Sprinkler: Yes ❑ No 0 Occupancy Group(s): Occupant Load(s) Type of Construction: li I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to t'r,.c,City of Anacortes. KellyMurphy ,aM�brP �,r>; Print Name: p y Owner ❑ Agent ❑ (specify): Employee Signature: Date: 8/26/2020 Page 1 of 5 - IMPERVIOUS SURFACE AREA:. - - Existing Impervious SQ': New Impervious SQ': Same as existing Total Disturbed Land/Soil SQ': 0 Total Proposed: Cut: 0 Fill: 0 New hard surfaces (pervious & impervious) Land converted from native vegetation to lawn or landscaping SQ': Land converted from native vegetation to pasture SQ': MECHANICAL; Equipment Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas #: Elec #: BTU: Other #: Wall Heater: Gas #: Elec #: Other: #: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec #: Other #: Air Conditioner/Handler: Elec #: Other: #: Location(s): Radiant/Hydronic Heating: Gas #: Elec #: Other: #: Location(s): Exhaust Fans: Bath #: Laundry #: Kitchen#: Other #: Range Hood: #: Type 1 or 2 (Circle which one) Location(s): Fireplace: Gas #: Elec #: Other: #: Location(s): Clothes Dryer & Duct: Gas #: Elec #: Other: #: Location(s): Stove/Range/Oven: Gas #: Elec #: Other: #: Location(s): Refrigeration Unit: Elec #: Other: #: Location(s): Gas Piping/ Outlet(s): #: Location(s): Boiler: Gas #: Elec #: BTUs: Location(s): Other: #: Location(s).: TOTAL #, N PLUMBING FIXTURES: • Fixture Type (new and relocated): Total #: Fixture Type (new and relocated): Total #: Water Closet (Toilet): Refrigerator water supply (for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher: Backflow Prevention Device: Urinal: Hose Bib: Floor Drain / Floor Sink: Drinking Fountain: Hydronic Heat in: Floor ❑ Wall ❑ Grease Interceptor: Other: Other: TOTAL PLUMBING FIXTURES: Pane 2 of 5 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT cj . , '" COMMERCIAL & MULTI-FAMILY BUILDING PERMIT CHECKLIST Mailing Address:P.O. Box 547, Anacortes, WA 98221 7�47 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 PRE-APPLICATION MEETING? ❑ YES D NO IF YES,FILE#: Plans shall be of sufficient clarity to indicate the location,nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: a SUBMITTAL REQUIREMENTS 5 E ° °, The number indicates the number of � 7, tD73, C O iv n copies for submittal(if applicable). :a. ; o °.1 PD �~" iP = a. ;:,"' M Commercial&Multi-Family Building Permit Application 1 1 1 1 1 `o Site Plan(Drawn to Scale) 2 2 2 0 2 Copy of Boundary Survey 2 2 2 0 2 J Building Plans (Drawn to Scale) 2 2 2 2 2 Reduced Site Plan(11"X 17") 2 2 2 0 2 V' Reduced Floor Plan(11"X 17") 2 2 2 2 2 • Structural Calculations(if applicable) 2 2 2 2 2 ✓ Energy Code NREC Compliance-including Calculations, 1 1 1 1 1 L• ighting,&Commissioning Stormwater Minimum Requirements 1-9 3 3 3 0 0 Landscape Plan 2 2 2 0 0 ✓ Parking Plan 2 2 2 0 0 ,/ Grading Plan/Cut/Fill 2 2 2 0 0 / Critical Areas Report(if applicable) 1 1 1 0 0 / Geotechnical Report(if applicable) 1 1 1 0 0 Traffic impact Analysis (if applicable) _ 1 i 1 0 1 Plan Review Deposit ✓ ✓ ✓ ✓ ✓ Digital Copy of Plans on Flash/CD (due at permit issuance) ✓ if ✓ ✓ Paste 3 of 5 8 I 7 I 6 I 5 } 4 I 3 1 2 I 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL:THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. PORT OF ANACORTES CITY OF ANACORTES GQIAo 2� ©VERSATUBE BUILDING SYSTEMS 2020 l� 718 4TH STREET PLANNING AND BUILDING DEPT: �o�NVAsyf�c� ANACORTES, WA 98221 APPROVED PLANS , D 20' X 29' X 1 2' REVIEWED FOR CODE COMPLIANCE � z D PERMIT#:BLD-2020-0502,0503,0504 t ADDRESS:718 4th ST ✓ �`ot�• ISIER$9 4, APPROVED BY:1? C`YSIONAL G� SUBJECT TO FIELD INSPECTION.APPROVED P S SHALL NOT -� BE ALTERED WITHOUT AUTHORIZA ON. 07/28/2020 I I$�� _ '�\ �N DRAWING INDEX: 1. COVER PAGE 2. ELEVATIONS \ \ 3. ROOF WALL SECTION DETAILS ii 4. SHEET METAL INSTALL DETAILS 5. FOUNDATION DETAILS 4- �1/ 11./ B �11� DESIGN CRITERIA: CODE COMPLIANCE:IBC 2015 OCCUPANCY GROUP: U-1 MATERIALS: 3:12 PITCH 1.SIDE POSTS, RAFTERS, PEAKS,BASE RAILS, HEIGHT EXTENSIONS: — 1.DEAD LOAD:2 PSF 2"X 3" 14 GA 1015 STEEL,50 KSI _ 2.ROOF LIVE LOAD:20 PSF GROUND SNOW LOAD:20 PSF — T_' „ a . :F y,; 2.COLLAR TIE: 1 rl k r.' �� I �. 1' ;/I 2"X 2" 15 GA 1015 STEEL,50 KSI 3.WIND LOAD: 115 MPH, EXPOSURE (C) F :ill 3.TRUSS BRACE VERTICAL TUBES: 4.SEISMIC CATEGORY:D l k Ii AUG 2 6 2020 1 1/2"X 1 1/2" 18 GA 1008 STEEL,45 KSI • 5.ON CENTER FRAME SPACING:4.5' l 4. BRACKETS: A •`'i TY 3_in,,,i;t,,,i,,;;,t. BK-30, BK-60, BK-61: 14GA,50 KSI STEEL A 6.SHEET METAL:29GA MULTIPURPOSE, 80KSI,STEEL ALLOWABLE WIND PRESSURE LOAD ON REMOVE CENTERS:28 PSF ALLOWABLE GRAVITY LOAD ON REMOVE CENTERS:25 PSF PANELS ARE CLASS (A) FIRE RATED.EXTERIOR SHEETING NOT SHOWN. STRUCTURAL DESIGN - -.. PROJECT: VERSATUBE CLASSIC BUILDING T&Z Consulting Services,.LLC " TITLE: 20'X 29'X 12'OPEN 1428 N Shevlin Court III VersaTube' DWG NO: CM220290120 C LIILflING :YSTCM: Sewickley, PA 15143 _ _ DRAWN BY:A.STRICKER DATE:7/27/2020 1POF5 8 I 7 I 6 I 5 1 4 I 3 I 2 I 1 ••,---•••r-•--,r-q, - '-',"" .....", • CLIENT T 81. Z Consulting Services, LLC Port of Anacortes .. ._ ... . 1428 N. Shevlin Court PROJECT ' ' Sewickley PA 15143 20 x 27 x 12 I Tele No. (724)601-5682, Email:mqzhu@tzconsultinglic.corn 1 _ r,..,....._ _,_, ____.,.., , - ,.,,, D • ------ By r.L.I'm,:-.1>=1---,-"—-- JOB NO. . SUBJECT ATE i ..""—"'-'6' PO-25890 VersaTube Building Design , 7/28/2020 Ming Zhu 1 mqz , 1 ' 1 TITLE : , . VersaTube Building Design , •. , 20' x 27' x 12' For ' Port of Anacortes ! •718 4th Street, Anacortes, WA 98221 i i ., .,,,,,. [ . 6 ,.-i • i‘ , ,1 , - - ----- - ; , DESIGN CODE: i . • ; , ,.,--- , ..-, ,--,,,i.,.4.p. ' , . , „....',..,„! ,••••„ i_J IBC 2015 (ASCE 7-10) 1 • ,,- DESIGN LOADS: . , Dead Load: Weight of Structural Roof Snow Load: 20 psf Snow Load: 20 psf (Ground) 1 i Wind Load: 115 mph Exp. C Seismic Design Category: D Structural Risk Category: II Structural Size: 20 ft. x 27 ft. x 12.00 ft. ht. DATE 7/28/2020 REV - 00 #-• - 4 GQIA0 Ov 47.44, . ..-1 .„, ,S,P T'• 1 •-, '' ' 0 ,•• f cr) vb., *.• Z I , ..._... . ---- ' b 36354 ,n z,4,V Ming Zhu , P.E 0 ./STEO' 4<v , •`%' ' - 41-ON S'I AL / • I 1 01, , 07/28/2020 ,,,---, csi_j_ 8; 1 CLIENT T & Z Consulting Services, LLC Port of Anacortes 1428 N. Shevlin Court Sewickley, PA 15143 PROJECT Tele No. (724)601-5682, Email: mozhu@tzconsultinglIc.corn 20' ): 27' x Job No. P0-25890 JOB NO. SUBJECT DATE BY CHECKED P0-25890 VersaTube Building Design 7/28/2020 Ming Zhu mqz • • TABLE OF CONTENTS WIND DESIGN • SEISMIC DESIGN 4 • SNOW DESIGN 5 • • FRAME DEISGN 6 • • ,•• • • • 1 1 ,• • • • 1S-1:1 T F CS2 2 WIND LOADING ANALYSIS - Main Wind-Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings Using Method 2:Analytical Procedure(Section 27& 28)for Low-Rise Buildings Job Name: (Port of Anacortes Subject: 20'x 27' x 12' Job Number: P0-225890 Originator: Ming Zhu Checker: Input Data: Wind Speed,V= 115 mph (Wind Map, Figure 26.5-1A-C) Bldg. Classification = II (Table 1.5-1 Risk Category) Exposure Category= C __ (Sect. 26.7) Ridge Height, hr= (hr>= he) Eave Height, he= 12.00 ft. (he<=hr) Building Width = 20.00 ft. (Normal to Building Ridge) Building Length = 27.00 ft. (Parallel to Building Ridge) Roof Type= Gable___(Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect.26.8 & Figure 26.8-1) Direct. Factor, Kd = 0.85 (Table 26.6) Enclosed? (Y/N) N (Sect. 26.2 &Table 26.11-1) Hurricane Region? N Resulting Parameters and Coefficients: Roof Angle, 0= 14.04 deg. Mean Roof Ht., h= 13.25 ft. (h = (hr+he)/2, for angle>10 deg.) Check Criteria for a Low-Rise Building: 1. Is h <= 60' ? Yes, O.K. 2. Is h <= Lesser of L or B? Yes, O.K. External Pressure Coeffs., GCpf(Fig.28.4-1): (For values, see following wind load tabulations.) Positive& Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef. = 0.55 (positive internal pressure) -GCpi Coef. = -0.55 (negative internal pressure) If h < 15 then: Kh =2.01*(15/zg)^(2/a) (Table 28.3-1) If h >= 15 then: Kh =2.01*(z/zg)"(2/a) (Table 28.3-1) a.= 9.50 (Table 26.9-1) zg = 900 (Table 26.9-1) Kh = 0.85� (Kh = Kz evaluated at z= h) Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*V"2 (Sect. 28.3.2, Eq. 28.3-1) qh= 24.43 psf qh =0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z = h) Design Net External Wind Pressures(Sect. 28.4.1): p=qh*[(GCpf)-(+/-GCpi)] (psf, Eq. 28.4-1) Wail and Roof Fnd Zone Widths 'a' and '2*a' (Fig. 28 4-1): a= 3.00 Ti. .. 2*a= ..,...6.00 ..._ ft. 3 SEISMIC BASE SHEAR Per IBC 2012/2015 and ASCE 7-10 Specifications Using Equivalent Lateral Force Procedure:for°Regular Single-Level Building/Structural Systems Job Name: 20' x 27' x 12' Subject: JotD NL niber: PO-20890 ' Originator: Ming Zhu I L`- Necker: j Input Data: Occupancy Category = Ii_...,:.._:.......:. IBC 2012/15, Table 1604.5, page 307 milinun!! F Importance Factor, I = .__1.00 ASCE 7-10 Table 11.5-1, page 116 T • Soil Site Class = D - IBC 2010/15 Table 1613.5.2, page 341 Location Zip Code = 98221 hn Spectral Accel., Ss = 1.077 ASCE 7-10 Figures 22-1 to 22-14 Spectral Accel., Si 0.427 ASCE 7-10 Figures 22-2 to 22-14 mommommimmon Long. Trans. Period, Ti_ _ 16.000 sec. ASCE 7 Fig's. 22-15 to 22-20 --� Structure Height, hn = 6.000 ft. V = CS*W= 0.92 kips Total Seismic Weight, W = 3.00 kips ASCE 7-10 Section 12.7.2 Seismic Base Shear Actual Calc. Period, Tc = 0.000 sec. from independent analysis (Regular Bldg. Configurations Only) Seismic Resist. System = B24 Light-framed walls with shear Building Length (ft.) = 27.00 panels of all other materials (ASCE Bay Space (ft.) = 4.5 7-10, Table 12.2-1) Results: Site Coefficients: Fa = 1.069 IBC 2012/15 Table 1613.5.3(1), page 341 Fv = 1.573 IBC 2012/15 Table 1613.5.3(2), page 341 Maximum Spectral Response Accelerations for Short and 1-Second Periods: P � � SMs = 1.152 SMS = Fa*SS, IBC 2012/15 Eqn. 16-36, page 340 SM1 = 0.672 SM1 = Fv*S1, IBC 2012/15 Eqn. 16-37, page 340 Design Spectral Response Accelerations for Short and 1-Second Periods SOS = 0.768 -�w SDS = 2*SMs/3, IBC 2012/15 Eqn. 16-38, page 342 SO1 = 0.448 Sol = 2*SM1/3, IBC 2012/15 Eqn. 16-39, page 342 Seismic Design Category: Category(for SOS) = IBC 2012/15 Table 1613.5.6(1), page 343 Category(for SD1) = D..�W.- .... IBC 2012/15 Table 1613.5.6(2), page 343 Use Category = D Most critical of either category case above controls Fundamental Period: Period Coefficient, CT = _-„ 0.020 . v,_, ASCE 7-10 Table 12.8-2, page 129 Period Exponent, x = -alga ASCE 7-10 Table 12.8-2, page 129 Approx. Period, Ta = 0_.077 sec., Ta = CT*hn"(x), ASCE 7-10 Section 12.8.2.1 , Eqn. 12.8-7 Upper Limit Coef., Cu = 1.400 ASCE 7-10 Table 12.8-1, page 129 Period max., T(max) = 0.107 -sec., T(max) = Cu*Ta, ASCE 7-10 Section 12.8.2, page 129 Fundamental Period, T = 0.077 sec., T = Ta <= Cu*Ta, ASCE 7-10 Section 12.8.2, page 129 Seismic Desi.n Coefficients and Factors: Response Mod. Coef., R -.M 2.5 ... ASCE 7-10 Table 12.2-1, pages 120-122 Overstrength Factor, E)o = -.w._...�2.5 ASCE 7-10 Table 12.2-1, pages 120-122 Defl. Amplif. Factor, Cd = _ ASCE 7-10 Table 12.2-1, pages 120-122 Cs = 0.307 Cs = Sos/(R/I), ASCE 7-10 Section 12.8.1.1, Eqn. 12.8-2 CS(max) =l 2.336 For T<=TL, CS(max) = SD1/(T*(R/l)), ASCE 7-10 Eqn 12.8-3 CS(min) = 0.034 CS(min) = 0.044*SDS*l >= 0.01, ASCE 7-10 Eqn. 12.8-5 (Suppl. 2) Use: Cs = 0.307 CS(min) <= Cs <= CS(max) Seismic Base Shear: V = 0.92 kips, V = Cs*W, ASCE 7-10 Section 12.8,1, Eqn. 12.8-1 P = 0.077 kips, P = (V / L) * 1/2 Bay Space) at Each Side of Eave 4 SNOW LOADS Risk category: II ASCE 7-10, Table 1.5-1 Importance Factor: IS = 1.00 ASCE 7-10, Table 1.5-2 Ground Snow Load: pg = 20 psf Exposure Factor: C, = 0.90 ASCE 7-10, Table 7-2 Thermal Factor: Ct = 1.20 ASCE 7-10, Table 7-3 Flat Roof Snow Load: pr= 15.12 psf ASCE 7-10, Eqn. 7.3-1 0.7 Ce Ct Is Pg Roof Angle: 0 = 14.04 degrees Slope Factor: Cs = 1 ASCE 7-10, Fig. 7-2c Sloped Roof Snow Load: ps = 15.12 psf ASCE 7-10, Eqn. 7.4-1 Cs pc Minimum Snow Load for 20 psf ASCE 7-10, 7.3.4 Pg < 20 —) Pm = Is Pg Low-Slope Roofs: P"' = pg > 20 Prn = 20 Is Roof angle less than 15 degrees, therefore minimum shall be applied Design Use Snow Load: pi, = 20 psf 5 Company : T?•Z•Conzulting Services, LLC July 28,MO : Ming Zhu, PE 11:40 Job Number : P0-25890 Checked ed'By.IIRISA .mqz arsra[zscHE COMPANY Model Name : Port of Anacortes Frame-1 Design Hot Rated Steel Section Sets Label Shape Type Design L... Material Design... A iin21 1(90,270) [in41 I(0,180)[in41 1 1.5x1.5x...VERS1.... Beam Tube Versa45 Typical .284 ! .1 .1 2 2x3x14g...VERSA Beam Tube IVersa50 Typical .725 .494 .928 3 2x2x15gaIVERS2x..1 Beam Tube 'Versa50 Typical .555 .344 .344 4 1x1x16gajVERS1x..1 Beam Tube Versa45 Typical .243 .036 .036 5 2x3x14g...2x3x14... Beam Tube Versa50 Typical 1.341 .972 , 1.839 6 12x4x14ga'VERS4x.1 Beam Tube Versa50 Typical .968 .696 2.053 7 2x4x14g...2x4x14...1 Beam Tube Versa50 Typical 1.61 1.189 I 3.872 Joint Coordinates and Temperatures Label X[ft] Y[ft] Temp 1.9 i 1 N3 0 12 0 2 I N4 20 12 0 3 N5 10 14.5 0 4 N6 1.455214 12.363803 0 5 N7 18.544786 12.363803 0 6 N9 0 - 0 0 7 N10 20 0 0 8 N 10A 7.151738° 12.363803 0 1 9 1 N 11 12.848262 12.363803 0 10 N1OB 10. 12.363803 0 Member Distributed Loads (BLC 2:DL) Member Label Direction Start Mapnitude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%]-_ 1 M3 I Y -.009 -.009 0 0 2 M4_ I V -.009` -.009 0 0 Member Distributed Loads (BLC 3: Snow) Member Label Direction Start M agpitude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 M3 Y I -.09 I -.09 0 I 0 2 I M4 Y. -.09 I- -.09 0 0 Member Distributed Loads (BLC 4: UB Snow L) Member Label Direction Start Magnitude[_k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 M3 7 Y -.135 I -.135 0 0 I Member Distributed Loads (BLC 5: UB Snow R) I Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%L_._End Localion[ft,%1 1 M4 Y -.135 -.135 I 0 1 0 Member Distributed Loads (BLC 6: WL9) _ Member Label Direction Start Magnitude[k/tt,...End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X .053 .053 10 12 I 2 M2 X .041 .041 10 12 3 M3 y .103 .103 0 0 4 M4 ` y : .036 .036 _ - 0 0 RISA-2D Version 18.0.0 [C:\...1...\...\...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TB2 4I 2OGL-2ORLL- 6 Company T&Z Consulting Sevices, LLC July 28,2020 I IIRISA Designer Ming Zhu,PE 11:40 AM Job Number : PO-25890 Checked By.mqz AWchiETSCHEH:COMPANYModel Name : Port of Anacortes Frame-1 Design Member Distributed Loads (BLC 7: WL2) 1 Member Label Direction Start Magniiudefk/ft,...End Magnitude[k/fi,F... Start Lacatic i,^%] End Localion[ft,%1 1 1 M1 X .053 .053 10 12 2 M2 X .041 .041 10 '12 3 M3 y .011 .011 0 0 4 M4 V I . .104` .104 0 0 Member Distributed Loads (BLC`3: WR 1) Member Label Direction Start Magnitude[k/ft,.., End Magnitude[k ft,F... Start Location[ft,%] End Location[ft,%a] 1 M1 X -.041 -.041 10 12 12 M2 X -.053 -.053 10 12 3 ; M3 Y .036 .036 0 0 4 M4 y .103 .10.3 0 0 1 Member Distributed Loads (BLC 9: WR2) Member Label Direction Start Magnilude[k/ft,...End Magnitude[k/ft,F.., Start Locationfft,%1 End Location[ft,%] 1 M1 ! X -.041 -.041 1 10 12 2 M2 I X -.053 -.053 I 10 12 3 M3 y I .104 .104 0 _ 0 l 4 M4 1 y 1 .011 1 .011 I 0 0 Member Distributed Loads (BLC 10 :WL3) ___,_® Member Label Direction Start Magnitude[k/ft,...End Magnitudefk/ft.F... Start Location[ft,%] End Location[ft,%1 1 I M1 X .053 .053 10 12 ;2 M2 j X .041 I .041 a 10 12 3 M3 y .117 .117 I 0 0 4 M4 y .093 .093 0 0 Member Distributed Loads (BLC 11 : WL4) Member Label Direction Start Magnilude[k/ft,...End Magnitude[kift,F... Start Location[ft,%a] End Locatlon[ft,%1 1 M1 ! X .053 .053 10 12 2 M2 X .041 .041 10 12 3 M3 y .06 .06 0 0 4 M4 y 151 . .151 0 0 Member Distributed Loads (BLC 12 : WR3) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%] 1 MI X -.041 I -.041 10 12 2 M2;. X -.053 -.053 10 12 3 M3 y .093 .093 0 0 4 M4 y .117 .117 0 0 Member Distributed Loads (BLC 13 : WR4L _ Member Label Direction Start Magnitude[k/tt,.,.End Magnitude[k/ft,i-... Stun Locationlit,%i End Locauon[ir,%]`• ', • 1 M1 X -.041 -.041 10 12 2 M2 X -.053 -.053 10 ' I 12 3 M3 y .151 I .151 0 0 4 M4 y I .06 .06 0 0 RISA-2D\/ersion 18.0.0 [C:\..,\...\...\...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TB2 4P 2,je 20GL-2ORLL. I, ISA Company T&Z Concuiting Services, LLC July in,2029 Designer : Ming Zhu,PE 11:40 AM Job Number PO-25890 Checked By.mqz ANEMET5CHEK COMPANY Model Name : Port of Anacortes Frame-1 Design Joint Loads and Enfor cd D1s !acements LBLC 14 :ER) Joint Label L,D,M Direction Magnitudef(k,k-ft),(in,rad),(k"s^2/f... I N3 L X .05 12 N4 L - - X .05 Joint Loads and Enforced Displacements(BLC 15 :EL) Joint Label L,D,M Direction Magniludef(k,k-ft),(in,rad),(k*s^2/f... 11 N3 L X -.05 2 N4 L X -.05 i Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 Self Weight DL -1 2 . DL j DL - I 2 3 Snow SL 2 4 UB Snow SL j - 1 5 UB Snow R SL 1 6 WL1 I WL } 4 7 WL2 WL ` 4 8 WRI WL ` 4 9 WR2 WL 4 10 WL3 1 WL 4 11 WL4 WL 4 12 WR3. WL 4 1 13 WR4 WL 4 _14 ER EL 2 15 EL EL 2 Load Combinations Description Sol..PD..SR..BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact.,.BLC Fact... 1 IBC 16-8 Yes Y DL 1 H 2 IBC 16-9 Yes Y' DL 1 3 1 3 IBC 16-10.. Yes Y DL 1 4 1 4. IBC 16-10..Yes Y DL 1 5 1 f 5 IBC 16-12...Yes Y DL 1 6 .6 6. . Yes Y DL 1 7 .6 7 Yes Y DL 1 8 .6 I 8 Yes Y , DL 1 9 .6 9 Yes Y DL 1 10 .6 10 Yes Y DL 1 11 .6 j I 11 Yes Y DL 1 12 .6 12 Yes] Y- DL':1 13 ' .6 13 IBC 16-12...Yes-Y DL 1 14 .7 f 14 Yes Y DL 1. 15 .7 i 15 IBC 16-13...Yes Y DL 1 6 .45 LL .75 LLS, .75 3 .75 16 IBC 16-13..Yes Y DL 1 6 .45 LL I,.75.I-I_SI .75 4 .75:SW .75' I 17 IBC 16-13...Yes Y DL 1 6 .45 LL I .75 ILLS .75 5 .75 f 18 Yes Y. DL 1 7 .45 LL I.75 ILLS .75 _3 .75 19 Yes Y DL, 1 7 I .45 LL .75 ILLS ' RISA-2D Version 18.0.0 [C:\...1...\...\...1Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TB2 4 t,(e 20GL-20RLL• 8 - - - - - --- - - - . 1 . . . . . . . 11 _11 __I i - C)IJ • .' _-i I _ __ 1.: . . • . . . . • • . . - • , CD . . . . , . . E Li_ • ----- 11. ... .. . • . .• - ' I 0 C) (0 CD C Cs V -• I (3) el 0 . ' ... . .. . • • • • -J 41 04 v4 41 - ' • . .. • . . . • • • - • . . .1 d'- : cC1 • 131 •: •• . . . : . . • . • . • ›, 8 ;15 • .. . „ . .. .. . 0 1 f-- •• i . •4--.-- i'f an • • . , . ,, • • . . . . . :. “ .. - ,. _„__________ --- ,- 0 r, i...; ,.id • • -: c o c7;) c) 4;:) • : • 0 • • i''' 0 U. . . ° ! .., ! . o . „ .. . . . ....--, . 0 , •• . . . . . _..) . . . . .,.. . . . ,• . i. LC; . . . • .. . ' . • , . . . . . • .. : ...-, - ' .,• , I '7) . m : : . : • : . • I . 0 , c''.4 ,....4. C:) ,.,( C) li_ . . ... _ _ . ___ „ • . 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' Company : i&L Consulting Services,LLC July 28;2020 Designer Ming Zhu, PE 11:40 AM Job Number : PO-25890IIRISA0 Checked By mqz r',.1JFh1[SSCHEk(COMPANY Model Name : Port of Anacortes Frame-1 Design Envelope Maximum Member Section Forces Member Axial NI Loc[ft] LC Shear[k] Loc[ft] LC Momentlk ft] Loc[ft] LC 1 M 1 max 1.218 1 0 3 .164 0 50 1.064 0 50 2 min ! -.637 12 52 -.162 0 24 _ -1.072 0 26 3 M2 maxi 1.218 0 14 .162 0 18 1.072 0 19 4 min -,637 12 1 50 -.164 0 52 -1.064 0 52 5 M3 max 2.804 1.503 2 1.147 0 3 1.017 110.308 2 6 min -1.458 10.308 50 -.747 1 10.308 3 -1.17 .5.047 3 7 1 M4 max 2.804 _8.805 2 __. .747 0 4 1.017 0 2 8 I.min 1.458 0 52 -1.147 ; 10.308 4 1.17 5.261 4 9 M5 I max 1.252 0 52 .054 I 0 12 .396 0 52 10 min -2.553 0 2 -.094 1 5.697 3 -.565 0 i 3 11 M8A max 1.252 0 52 .07 0 52 .128 2.848 2 112 I min -2.553 0 2 -.07 j '5.697 , 50 -.119 0 ; 31 113 M9 'max 1.252 0 50 .094 ; 0 i 4 .396 5.697 i 50 . 14 I min -2.553 0 2 -.054 5.697 I 10.. 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N- N-� f,- - N- N- N- CEO I [C _ ,i {:r rnpany : T&Z Cer.,suiting Services,LLC July 28,2020 I I RISA Job Nu Designer mber : MingPQ Zhu, 25890 PE 11:40 AM : Checked By.mqz A NEMETSCHEK COWAN) Model Name : Port of Anacortes Frame-1 Design Envelope A!SC 14thj360-1O) ASD Steel Code Checks Member Shape Code Check Loc[ft1 LC Shear....Loc[ft LC Pnc/om [...Pntlom[k Mn/om[...Cb Eqn 1 I M1 VERSA3x2... .615 0 24 .022 0 50 5.161 121.697 1.848 1 H1-lb 2 M2 VERSA3x2... .615 0 181 .022 . 0 52 5.161 121.697 1.848 1 H1-lb 3 M3 VERSA 3x2... .728 1 5.047 3 .154 0 3 11.31 121.697 1.848 1-.•H1-1 b 4 M4 VERSA 3x2... .728 5.261 4 .154 10.308 4 11.31 21.697 1.848 1....H 1-1 b 5 M5 VERS2x2x1... .624 0 3 .020 5.697 3 9.585 116.625 1.002 1••.•H1-lb 6 MBA VERS2x2x1... .205 2.848 2 .015 0 52 14.486 I 16.625 .1,002 1•..H1-1b° 7 M9 VERS2x2x1... .624 5.697 41 .020 0 4 9.585 16.625 1.002 1•.•.H1-1b 1 8 M8 VERS1:5x1... .008 2.136 52 .000_..-0.:_ 54,_ 6.768 7.653 .348 1 H 1-1 b* No" N14A N108 N11 (17---_ro N3 N4 , ii19 ".1,110 RISA-2D Version 18.0.0 [C:\...1..,\...\...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TB2 4F52E*20GL-2ORLL- 12 Company : T&Z Consulting Services,LLC July 23,2020 I I RIBA Designer : Ming Zhu,PE 11:42 AM Job Number P0-25890 Checked By.mqz Auen�ETscHExcOMPArn Model Name : :Port of Anacortes Frame-2 Design Hut Rolled Steel Section Secs Label Shape Type Design L... Material Desi n... A[in21 I(90,270)fin41 I(0,180)[!n4] I 1 1.5x1.5x...IVERS1....I Beam Tube IVersa45 Typical .284 .1 .1 ' 2 2x3x14g...VERSA... Beam Tube Versa50 Typical .725 .494 .928 I 3 2x2x15ga VERS2x.. Beam Tube Versa50 Typical .555 .344 .344 4 I1x1Xlega VERS1x... Beam Tube Versa45 Typical .243 .036 .036 5 !2x3x14g•.•2x3x14-•. Beam Tube Versa50 Typical 1.341 .972 I 1.839 6 2x4x14ga VERS4x.. Beam [ Tube Versa50 Typical .968 ' .696 2.053 7 2x4x14g...I2x4x14... Beam I Tube Versa50 Typical 1.61 1.189 I 3.872 Joint Coordinates and Temperatures Label X ift] Y[ft] Temp[F] 1 N3 - 0 12 0 2 I N4 20 1.2 0 3 N5 10 14.5 0 4 N9 0 0 0 5 N 10 20 I 0 0 Member Distributed Loads (BLC 2:DL) Member Label Direction Start Magniiude[k/ft,... End Magnitudefk/ft,F... Start Location[$;%] End Location[ft,%] 1 M3 I Y -.004 I -.004 I 0 0 2.. M4 Y -.004 - -.004.: I 0 - 0 Member Distributed Loads (BLC 3: Snow) Member Label Direction Start Magnilude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 1 M3 Y -.045 -.045 0 0 2 M4 1 Y -.045 : -.045 0 0 Member Distributed Loads (BLC 4: UB Snow L) Member Label Direction Start Magnilude[k/it,...End Magnitude[k/ft,F... Start Location[ft,%] End Locationfft,%] j 1 I M3 Y -.068 -.068 I 0 0 Member Distributed Loads (BLC 5: UB Snow R) Member Label Direction Start Magnitude[k/ft,._.End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%1 1 M4 I Y -.068 -.068 0 I 0 Member Distributed Loads (BLC 6: WL 9) J -_ Member Label Direction Start Magniiude[k/ft,... End Magnitude[k/ft,F.., Start Location[ft,%] End Location[ft,%] 1 M1 X .026 .026 10 _ 12 1 2 M2 X .021 .021 10 12. • M3 y .051 .051 0 0 4 M4 -- y .018 .018 0 0 Member Distributed Loads (BLC 7: WL2) Member Label Direction Start Magnitude[klft,...End Magnitude[k/ft,F... Start Location[ft,%] End Location(ft,%] 1 I M1 I X .026 .026 10 12 2 I M2 I X 1 02.1 .021 10 -- 12 __ RISA-2D Version 18.0.0 [CA1..1 .1...1...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TBO IfeLOADS 4.50( 13 Company : T&Z rensulting Services, LLC July 28,202ti I Ris Designer : Ming Zhu,PE 11:42.AM Job Number PO 25890 Checked By,mqz ANEMETSCHEI(COMPANY Model Name : Port of Anacortes Frame-2 Design Member Distributed Loads (BLC 7: WL2)(Continued) Member Labe _. Direction Start Magnitudefk/ft,...End Magnitude[k/ft,F... Start Location[ft,%1 End Loc- ton[ft,%1 3 M3 y .005 .005 0 0 4 M4 V i .052 .052 { 0 0 Member Distributed Loads (BLC 3: WR1) Member Label Direction Start Magnitude[k/it,..^End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 1 M 1 X -.021 -.021 10 12 2 , M2 X -.026 .026 10 12 3 _ M3 y .018 .018 0 I 0 4 M4 y 051 .051 0 I 0 Member Distributed Loads (BLC 9: WR2) Member Label Direction Start Magnilude[k/it,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 1 M 1 X -.021 I -.021 10 12 2 M2 X -.026 -.026 10 12 3 M3 y .052 - .052 0 I 0 4 M4 Y ..__..: .005. .005 0 0 1 Member Distributed Loads (BLC 10 : WL3) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%] End Locationlft,%1 1 I M 1 X .026 .026 ! 10 12 2 M2 X .021 .021 I 10 12 3 M3 y .059 .059 0 0 4 M4 y .046 .046 0 0 1 Member Distributed Loads (BLC 11 : WL4) Member Label Direction Start Ma_g_nitude[k/it,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 2 M2 X .021 .021 10 12 3 M3 y .03 .03 0 I 0 4 M4 y .075 .075 0 0 Member Distributed Loads (BLC 12 : WR3) Member Label Direction Start Magniiude[k/ft,...End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 1 M 1 X 11 -.021 -.021 10 12 2 M2 X i -.026 -.026 10 12 3 M3 y _ __.-._ .046 .046 0 0 L 4 M4 y 1 .059 .059 0 0 Member Distributed Loads (BLC 13 : WR4) Member Label Direction Start Magnitude[kltt,..,End Magnitude[k/ft,F... Start Location[ft;%] End Lacation[ft,%] 1 .. M1 X I ._._..-.021 -.021 , _... 10 . L . 12 .. 2 1+12 X --.026 -.025 10 12 , 3 M3 y .075 .075 0 ; 0 4 M4 y .0.3 03 0 I 0 RISA-2D Version 18.0.0 [C:\...1...1...\...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TBO Ffiakffel2DADS 4.50( 14 Ccmpany . : T.7 Consu1tieo,Services,LLC July 28,2020 I I IRISA Job N Designer umber : MingP425890 Zhu,PE 11:42 AM Checked By. mqz ^;aeroiE scHetcoMsrty; Model Name : Port of Anacortes Frame-2 Design Johns Luaus oillsnforced Drs.gac ments�.3LC 14 :r_r?) a.. Joint Label L,D,M Direction Magnitudef(k,k-ft),(in,rad),(k*s^2/f... 1 N3 L 1 X .05 9 ! N4 L X .05 Joint Loads and Enforced Displacements(BLC 15 :EL) Joint Label L,D,M Direction Magnitude[(k,k-ft),(in,rad),(k*s^2/f... 1 N3 L X -.05 2 N4 L X -.05 1 Basic Load Cases BLC Description Category X(cavity Y Gravity Joint Point Distributed i 1 Self Weight DL -1 2 DL DL 2 3 Snow SL 2 4 .UB Snow L SL 1 5 UB Snow R SL I I 1 6 WL1 WL 4 7 i WL2 WL 1 4 i 8 ;( '. WR.1 WL 1 I 4 9 WR2 WL I _ 4 10" WL3 WL { 4 11 WL4 WL_._....___._. 4 12 WR3 . WL 4 13 WR4 WL 4 14 ER EL 2 15 j EL EL I 2 1 Load Combinations Description'Sol..PD..SR..BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 1 BC 16-8 Yes Y DL 1 1 2 IBC 16=9 Yes Y D.L 1 i 3 1 1 3 IBC 16-10.. Yes Y DL 1 1 4 1 I 4 .IBC 16-10_.Yes'Y DL 1 5 1 5 IBC 16 12.. Yes DL 1 6 .6 1 6 Yes: DL 1. 7 :l. .6 1 7 Yes IDLI 1 8 .6 8 I Yeses® �DL 1 n .6 L " 111111111 II 9 Yes© DLKI .6 _ 10 Yes Y DL 11 .6 . III 11 Yes Y DL® 12 .6. 1111 1 III tG I 't`es Y ! DLI .1 1:3 t. ,_�...iI .- :II ,t; :_� I_ 1. 1 .. i.._.., ! .. L I I 13 IBC 16-12.. Yes Y I DL 1 114 .7 I I I T 1_ 14 Yes Y I DL 1 15 .7 - 15 IBC 16-13..Yes, Y 1 DL 1 6 .45 LL I .75 ,LLS .75 3 .75 1 16 !IBC 16.13.. Yes Y DL 1 6 1 45 LL .75 LLS '75 4 .75'SLN .75 18 IBC 16 13.. 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U.11 I UEIIIIII 1 • ,.., 1 Company T&Z Consulting Seroic , LLC :!lily 28,2020 IIIRISA Designer Ming Zhu,PE 11:42 AM Job Number : PO-25890 Checked By.mqz �erszFscHEK CQFAPF�1 Model Name : Port of Anacortes Frame-2 Design Envelope Maximum Member Section Forces Mei,iber. Axiatlk Lociftl LC ShearjkL Locjftl LC Momontik-ftl Loci-ft' LC ---1--' M1 I max .632 0 3 I .144 0 50 1.327 12 2 2 ' min -.316 12 i 52 I -.181 , 0 2 -.869 0 42 a ' 3 M2 1 max .632 0 4 I .181 0 2 .869 0 39 4 i min : -.316 12 50 .144. 1 0 52 I -1.327 12 2 _ 5 M3 max .301 0 2 .556 0 3 1.327 0 2 6 min -.179 10.308 50 -.292 0 52 -1.019 7,731 "3 7 M4 max .301 10.308 2 .292 10.308 50 _ 1.327 10.308 2 8 min .179 0 52' -.556 10.308 4 -1.019 2.577 4 1 Envelope Member Section Stresses _ Member Sec AxiallksiL LC Shearjksil LC Top Bendinq[ksil LC Bottom Bendingfksil LC 1 M1 1 max .872 3 .348 50 , 16.854 42 1 16.681 1 50 I j 2 min 1 -.411 52 -.436 2 -16.681 i .50 -16.854 42 3 2 max .862 3 .348 50 8.339 1 26 8.287 50 4 I: . min -.417 .52 -.436 2 -8287 •50 -8.339 26 5 ' 3 max; .852 3 .348 50 4.419 52 5.585 3 6 min -_423 52 -.436 i 2 -5.585 3 -4419 52 7 4 max .841 3 .348 50 8.5 50 15.231 1 2 8 min -.43 52 , -:436 2 -15.231 2 -8.5 50 9 5 max .831 3 .271 50 16.277 50 25.753 2 10 min -.436 52 -.436 2 -25.753 i 2 16.277 . 50 11 M2 11 maxi .872 4 .436 2 16.681 52 16.854 39 12 min I -.411 50 .348 52 -16.854 39 -16.681 52 13 i 2 max .862 4 .436 I 2 8.287 52 I 8.339 19 14 ,min -.417 50 . :348 52 -8.339 19 -8.287 52 15 3 max .852 4 .436 2 5.585 4 4.419 50 16 min ;_.423 50 --.348 52 -4.419 50 5.585 _I 4 17 4 max .841 4 I .436 2 15.231 i 2 8.5 52 18 min, -.43 50 -.348 52 -8.5 52 -15.231 2 19 i 1 5 maxi .831 4 .436 2 25.753 2 16.277 52 20 min -.436 50:. -.271 52 -16.277 52 25.753 . 2 21 M3 1 max .416 2 1.341 I 3 16.277 50 25.753 2 22 ruin -.233 50 -.705 52 -25.753 2 -16.277 50. 23 2 max .371 2 .892 3 7.528 50 i 10.323 26 24 min -.237 50 -.451 49 -10.323 26 -7.528 50 25 3 max .326 2 _I .544 2 15.238 3 10.576 52 26 I ' min ,24 i- 50 -.292 50 -10.576 52 -15.238 3 27 4 max .281 I 2 .36 4 19.77 3 11.914 52 28 mine-.244 50 , ,. -.205 50 -11.914 52 19..77 3 29 5 max .242 4 _ .47 38 1 19.394 2 7.937 52 30' Imin: .248' 50 -.483 19 -7937 52 -19.394 2 I 31 M4 1 max .242 3 .483 26 19.394 , 2 7 937 52 :1. I i min -.248 1 __-i I 1;937 i 52 i l 3&4. 2 - 3 ' 52 47 1 33 2 maxi .281 2 .205 52 19.77 4 11.914 50 34 min -.244 52 36 3 -11.914 50 . -19.77 4 1 35 s 3 max .326 i 2 .292 52 15.238 4 10.576 50 36 min' -.24 52. -.544 2 10.576 50 -15.238 4 37 4 max .371 2 .451 51 7.528 52 10.323 19 38 min -.237 52 -.892 4 -10.323 19 -7.528 52 39 I 5 max .416 2 ,705 50 16.277 I 52 25.753 2 RISA-2D Version 18.0.0 [C:\...\...\...1...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TBO I eI.ADS 4.50( 17 I Company : T&Z Consulting Services,LLC July 28,2020. Designer Ming Zhu,PE 11:42 AM � Job Number P0-25890 Checked By.mqz Model Name : Port of Anacortes Frame-2 Design A NEmr.ysCHEi(compAw g Enveloce Member Section Stresses(Continued) Member, Sec Axiallcsi] LC Shear[ksi] I C Top.Bending[ksi] LC Bottom Bendinq[ksi] .LC 40 T imin -.233 52 -1.341 I 4 -25.753 ' 2 A6.277 52 eAlSC 14th360-10 Envelop ( );ASD Steel Code Checks Member Shape Code Check Loci-fit LC Shear...Loc[ft LC Pnc/om [...Pnt/om[k]Mn/om[...Cb Eqn 1 M1 !VERSA3x2... .770 12 2 .024 0 2 5.161 21.697 1 1.848 2.2 H1-lb 2 M2 IVERSA 3x2... .770 12 2 .024 0 2 ; 5.161 21.697 1 1.848 .2.2: H1-lb I 3 M3 !VERSA 3x2..., 735 0 2 .075 0 3 ' 9.009 21.697 ` 1.848 1•.•.H1-1b 4 •M4 VERSA 3x2... .735 10.308 2 .075 10..308 4 1 9.009 21.697 1:848 1.. .H1-1b I I 1,A3 A94 fr N3 ~J �.11A N 2 '''''Ns +.fvio RISA-2D Version 18.0.0 [C:\...\...\...\...\Port of Anacortes 20x29x12 Open 2x3 Classic Roof Only TBO FRigelfDADS 4.50( 18 • _ i _ _. . _ . __ . .. __ . . _ _ _.�. .............. _ ._ ..•_........_ .. __. _ _. . _ _� _4.. ....i i�.•• [,may 1� • 1\~t` w.._.... f 'wn'.�.Z J..n.. .•. \\..^.i.q.....444:„. ...:?. 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OAi:.1:i:.:Ef: ?:' i PORT OF ANACORTES CITY OF ANACORTES . i Q1AO,, ci Ef'.tATUBE BUi;.DIt�G SYSTEMS 202G , . ,`�' 71 .it 718 ATH STREET PLANNING AND BUILDING DEPT: c�` 'sl�iy t ANACORTES, WA 98221 APPROVED PLANS CO X 29, X 1 2 REVIEWED FOR CODE COMPLIANCE D PERMIT i::BLD-2020-0502,0503,0504 ADOREss:718 4th ST _ _ -�- i <� �° APPROVED BY: 1 ?` { v '-2 a7--✓ fff crjSS IST`rt � c SUBJECT TO FIELD INSPECTION.ION.APPROVED PLHALL NOT--.� . BE ALTERED WITHOIUT AUTHORIZA /• ` 0712811020 r ,...,.. i i Ir '4 DRAWING INDEX: _ i \�� I ---......,,......:,,...1 \ems \� 1. COVER PAGE : �� l2. ELEVATIONS (1 '` � 1 ; �\ 3. ROOF WALL SECTION DETAILS \ �� ��\ 4. SHEET META; INSTALL DETAILS I \ I 5. FOUNDATION DETAILS ihi I! Ii. 1 1 tis?.........,... --'''' kft I ii 11 j ! I i �� i IIf> 1 „' , \II 1. 11 it ] #fir,,,IV7 il DESIGN CRITERIA: i {/ ' •I CODE COMPLIANCE:IBC 2015 . S: OCCUPANCY GROUP: U-1 MATERIALS: 3:12 PITC1•! 1.SIDE POSTS. RAFTERS, PEAKS, BASE RAILS,HEIGHT EXTENSIONS: — 1.DEAD LOAD:2 PSF 2' X 3" 1.4 GA. 1015 STEEL,50 KSI 2.ROOF LIVE LOAD:20 PSF GROUND SNOW LOAD:20 PS- 2. COLLAR TIE: 2"X 2 15 GA 1015 STEEL,50 KSI 3.WIND LOAD: 115 tv1PH, EXPOSURE (C • 3.TRUSS BRACE VERTICAL TUBES: 4.SEISMIC CATEGORY:D1 , ..,. . 1 1/2"X 1 1;2' 18 GA 1008 STEEL.45 KSI 5.ON CENTER FRAME SPACING:4.5 4. BRACKETS: A BK-30. BK-60, BK-61: 14GA,50 KSI STEEL 6.SHEET METAL:29GA. MULTIPURPOSE, 80KSI,STEEL ALLOWABLE WIND PRESSURE LOAD ON REMOVE CENTERS:28 PSF ALLOWABLE GRAVITY LOAD ON REMOVE CENTERS:25 PSF PANELS ARE CLASS (A FIRE RATED. EXTERIOR SHEETING NOT SHOWN. STRUCTURAL DESIGN ram ` I PROJECT: VERSATUBE CLASSIC BUILDING T&Z Consulting Services, LIC % lira: 20'X 29 X IT OPEN 1428 N Sheulin Court IliVekSat b'el• DWG NO; 0.4220290 2 Sewickley, PA 15143 : : ` DRAWN BY:A.STRI'CKF.f. I DATE: 7i2/2020 T 8 I 7 I 6 I 5 f 4 I 3 } 2 I 1 6 I 7 i C 5 i zI 3 1 2 I ii-L,Nfortei.11f•Nt.:0, 4,,,u.INim7<^..YNvE,1.licry'9:3o.p70;VERSA:11?E°V CM,.S+'STFrtiAt!, I SEAL:2i°£C•^LC11:)N P;FART O%Y;r1OLF Vtnn:r H inf.rennet Pc<AtLSSIOl:cs V$2SS112-E BCt._04.:C.StST S:.3CGP PN .EC'. I 1 ?IOU_)EU;L61aC3 CEYAPT:AaNT Q Cikt.:The.aF CE..WI'3.ANO/CN'.c .cui.Al:(Y-S ARE VAX.O':Y f0°SPWC_t[:; - '<-::+. ., _ a;/. /T•CTUP_U Yf'SA'.us 5L:1_crtaS:SE _.vEY.F. A1}��v15cEOUr:�' , L.PaOt,loil:L�.I,t:,?:RO,�: PART OF AC�IACC�RTES QIA `,.. ' ERSATUBE BUILDING SYSTEMS2020 -- \\'' tQ p C Ile; 718 4TH STREET 0- •. 1' ANACORTES, WA 98221 'y D 20' X29: X 12' a: z D sr; ii r---- 'y 07/28/2020 ' t 27 0" C _.-..__..__....__.._._.. . -........_.._..-----. ANCHOR ONCE AT 1 / EVERY VERTICAL POST / I I It r -5., 4)- 4'-5 112" 3:12 PITCH /TRUSS BRACE ON E INTERIOR FRAMES ONLY i ----- --- --fli := i • } • • IT.. r 1 : I • II 1?'0 i Y j —1 1 _ t i 1 j I t'y+� Nk I 20'-0' o�-3 71-4802 / 71-4801 71-7050 A 4.5'OC END RAIL / 4.5'0C CENTER RAIL 4.5'OC EXT. RAIL 2 PER SIDE-----' 1 PER SIDE 2 PER SIDE STRUCTURAL DESIGN PROJECT: VERSATUBE CLASSIC BUILDING T&Z Consulting Services, LLC ;: TITLE: 20'X 29'X 12'OPEN 1428 N Sheviin Court r;��tT.tk� ` DWG NO CM22oz9otzo R.L,w AT:rt Y.,k,g : Sewickley,PA 15143 —."' DRAWN BY:A.STRiCr i r:SEP DATE: 7,27;2020 - �e 6 r 7 r 65 I 4 r 2 f 1 8 ! 7 i 6 5 4 4 I 3 I 2 �'NEr:Fjkt.<ATtDt4CCttTAF::_JNTtriPRAvrNi-S1HES:JLE:F,w: t: $='CeYERSA' 3bU C,ItDASYS:Eh::At4t I SEAL: Et'PT.rDUC^-C'N IN ha RI Or WHOLE r,lrr{;,J?iI' WSF?[t:i•FfM:!S::Y.:0:`:ERSxT::E:-,EL':DINGS'ISTEt:,3:S FRGIl31TU: 1:O1E TO 3ilAc.aiG D_PAc 1MTtt:CFTICiA,, TF S;OWN,I ANOIOR CAI:!FLA DDNS AS£VAtn ONLY rci:.SisJC!!R... 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Y12Y.3I4• � t PaH SEA DRtJMG� 1 , SELF-DRILLING 4 PLACES SCREW,4 PLACES (-81) I PEAK TO RAFTER SASE RAIL TO SIDE POST SIDE POST TO RAFTER DETAIL , K-6Gr6) CENTER I'tr COLLAR TIE S\VAGED BO-i ENDS—, Is RAFT ET? BRACKET CS'>' CUT LENGTF r i RAW TUBE EXi. .:• - E_'4A r• 0 0 0 re. GOB a2 ..- TIE P O i r",---#;2X3/4' T6'SCREWS IN `ELF-ORILUNG COLLAR TIE SCREWS. SWAGE JOIN) /-� 16PLJ.CE V 4 I COLLAR TIE BRACKET COLLAR TIE CONNECTION `/ — TRUSS r- RECEI ER END OF !_ BRACE I 1 SIDE POST )TIG.-\I i YERi!Ca! _13, ..___i i ATTACI Wi • St•i -OF,I�I.C- 6SCREW SCREWS•2 PLACES I HEIGHE CO'LLAR'IE EXTENSION A BR-30 TO COLLAR TIE HEIGHT EXTENSION TO SIDE POST A STRUCTURAL DESIGN • PROJECT: VERSATUBE CLASSIC BUILDING T&Z Consulting Services, LLC ti ' - TITLE: 20'X 29'X 12'OPEN 1428 N Shevlin Court " �`- saTub ` DWG NO 20)12 RWS TB2 FREIGHT T FRIENDLY Sewickley, PA 15143 . .•. . ;> DRAWN BY: A.STR;CKEP DART#+:;/2%/202L3 PAGE g I ? 6 i I _ L _.1..,. .. -.... i 2 I 8 I 7 i 6 1 5 i ! • • • 3 I 2 PH_NtFvRVA7IO>%COtft A,vEDP:'ti>Di-A7%643 Li i-iE:01E?RO?F:Z7v O-VEtiSA7UF.hU23lr: S SIEr.':,AN) I <;=icW CA.7 j IN PAY.7 J::WHOLE wniiC i it',';K:':V:=B'.IA:;Sia!:Ct)'£is.t icE 3:12DF::.;SY57r.1rS: PAC j 1Ea".. j JE^1 L VG:•O AiA.iV IG{Yrh imENI O%Fl::St:7H:Si''Or•AYatiOS At43iOk CAiCUt41:0•45 RE VA VD C?1�VKA Slut.ji::: i V 4!-i_iF ACiVikffl?�J�=.'SAiiiM AUF_DING SYSIui3 vssw,::.ArioN Ii R-CJ1.WEt:GE')FstOF TO FL'.^IMS A?M.-vA;• E;VERSATUBE 8UiLDING SYSTEMS 2020 PORT OF ANACORTES I .4�,Q1A.0 718 4TH STREET `, . F"WAS �`' ANACORTES, WA 98221 4� • `G D 20` X 29' X 12' , l .J ( . �1STF,�� ,a4, /—OVERLAP'EDGE rs')./O AL t.`.- • / ! ' IE l i /,vim. 07/28/2020 i fN___,-------- __------------' r r 1 .,--9- / i � / ______ 1 UNDER LAP EDGE--7 Li Ll I C USE z 12 X 1"SELF-DRILLING SCREWS - ;t 3 WITH SEALING WASHERS TO FASTEN / � IILA SHEET,METAL TO ROOF AND SIDES OF BUILDING. IF ROOF PANELS ARE NOT THE FULL LENGTH OF THE BUILDING, OVERLAP PANELS OVER A. FRAME SECTION AND USE BUTYL CAULK OR \ CAULK TAPE IN LAP JOINT, B \--SIDE POST SCREW PATTERNS ----r--- Intermediate Roof Purlins and Ali Siding Eaves and Endlaps-Roof Puffins I I A STRUCTURAL DESIGN PROJECT: VERSATUBE CLASSIC BUILDING T&Z Consulting Services,LLC r �N TITLE: 20'Y.29'X 12'OPEN 1428 P.Shevlin Court ` 1 f e`YS',TU1Je' ; .F.,c;i,��q,sls,ic��r�.+<,x ;' DWG NO: NO12-1 HEX S''LF DRILLING;N WASHER Sewickiey,.PA 15143 `" Ar DRAWN BY A. 1 VAS:".;: 8 I 7 6 v L I I 2 STRiCKER DATE: ?i27;?OiC 8 % I G 5 E 3 2 . iifEllFOP.AAf3N C:a:7E..ti<P:t:11-DS OPAryt-TO r.1Y.=SCL`,PROP ER TY G`v'EF,ATUEE 61!:',L iC.SY3T::S AT:: SEA:.: P M:T.:i:T1CN 71 F AF':OF E .3LEWI:>$JuT1r.E»FITTEn PE2..tSSIO1:OF VEi'SATL*C Eu.C•I:.3 SYif;LS is?P•.H:?t , NOTE TO aC3wC(PEPARTML'C•FFE;JAL• MESE:3RAwI.1GS AI:C/OR CALC.,::LA:n7ai A%E vAd D CYY.Y%O.SWFVCI.U?ES ,AANt:t.A 1L•EEU Si vERS•.11.:EE FLPLONG SYSTEM:.`7c1.11:ZAT:ONT G EE COFi.?,tET:DEE"P3•..R.TO Eli LC:1.G APPROVAL � ''.iy,.. ,VEPSATUBE BUILDING SYSTEMS 202:? PORT OF 1�N CORTES __.._.__.._..._....__ 718 4TH STREET , ,oQ1AO., \VASA/ -1 »� U • 20' X 29' X 12' _ z r :..>: h / l U VERTICAL POST-1 Z / / SS1p�U�t �'> 4'-5" -- BP,SL RAILS y 07/28/2020 —AFTER 1Sf�=r; /I 18 FEE- /' BASE RAIL 5" I —eZ vr\ 1 i' ill •�, u . tit o f 1 \--"X I l I 4'- 1 1;2" . ta- 3•-11 1/2" C ( '1 C ` CONCRETE l ‘ _ (4,1'-6'X 2'-0' PIER i ! -4a- 1/2' 24' I 1 . 30" WIDTH VtRSnTUBE #4 X• I SUS 3" FRONT / PEB.,R ANCHOR B ! t ' I � I 2'-11 1/2" j'lw - 4'-11 1/2" lab . --8E-----:--- 1-8"--oil li ,L,..--,) I A INSTRUCTIONS: ALAYOUT BASE RAILS AND MARK ANCHOR LOCATIONS.SLIDE BASE RAILS TO AO18-0 ONE SIDE AND DIG POST HOLES Al EACH LOCATION.RE-POSITION BASE RAILS TYI'. -- KIT AND DROP A VERSA TUBE REBAR ANCHOR INTO EACH HOLE,idilY,AND POUR STRUCTURAL DESIGN PROJECT: VFP.SATUBE CLASSIC BUItDINC CONCRETE UP TO GROUND LEVEL OR TOP OF PIER FORMS IF USED.CHECK — ALL MEASUREMENTS BEFORE CONCRETE SETS.NOTE:THE GROUND O'PIER T&Z Consulting Services,LLB f \ : TITLE: 20'X 29•>: 12'OPEN FORMS MUST BE I.F:VFL BEFORE YOU START. 1428 N Shevlin Court '1 31f.ieXsaTu '� DWG I�IO: 14X27 BASE RAIL ASSM:1SFt1tp10,F"r•.kl:,SvtS..?' Sewickley,PA 15143 '''a" 1.., DRAWN BY:A.STPICKER DATE: 7;27/2C2C ! 4, s 8 I 7 1 6 I 5 1 ! 1 1