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18-100314 Building - Commercial City of Federal Way � ^Js�� p Community Development Dept. Permit # 1VQ -100314-00-CO 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253) 835-3050 Ph:(253)835-2607 Fax (253)835-2609 Project Name: TRINITY GLASS Project Address: 33615 1ST WAY S Parcel Number: 926504 0190 Project Description: ADD-Construction of a flat panel awning with metal roofing. Owner Applicant Contractor Lender TRINITY GLASS RAINIER INDUSTRIES LTD RAINIER INDUSTRIES LTD OWNER IS LENDER INTERNATIONAL,INC (GENERAL) (GENERAL) 33615 1ST WAY S 18375 OLYMPIC AVE S 18375 OLYMPIC AVE S FEDERAL WAY WA 98003 TUKWILA WA 98188 TUKWILA WA 98188 Census Category: 437- Commercial alt/add /conversion Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area(sq.ft.) Additional Permit Information Mechanical to be Included9 No Number of Stories 3 Is this an Online or O.T.C.application9 Yes Permit for Building Shell Only9 No Plumbing to be Included? No Total Valuation: 12,227.00 No Fixtures Associated:-With This his Permit!1 PERMIT EXPIRES Wednesday, 18 July,2018 Permit Issued on Friday,January 19,2018 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: ji'�'" Date: /7/ (t 8 • ` THIS CARD IS TO REMAIN ON-SITE CITY °F ,. Construction Inspection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 18 100314 00 Address: 33615 1ST WAY S Project: TRINITY GLASS INTERNATIONAL FEDERAL WAY WA 98003-6263 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. ® Initial Erosion Control(4365) 2❑ Footings/Setback(4110) ® Foundation Wall(4115) To be done PRIOR to breaking ground Approved to place concrete Approved to place concrete By Date By Date By Date e® Drainage/Downspout(4040) ® Re-steel(4215) l Slab/Concrete Floor(4255) Approved to backfill Approved to place concrete or grout Approved to place concrete By Date By Date By Date . 0 Underfloor Framing(4285) ® Floor Sheathing(4105) ® Shear Walls(4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date . �� ' °l1 Roof Sheathing(4220) Fire/Draft Stops(4095) 12 Interim Erosion Control(4370) Approved to install roofing Approved Approved By Date By Date By Date Prior to scheduling a Framing inspection; ® Framing(4120) 14 Insulation(4150) Electrical,Plumbing&Mechanical Rough-in Approved to insulate Approved to install wallboard and Fire/Draft Stop inspections must be signed- off and approved. IBC 109.3.4 By Date By Date ' C Gypsum Wallboard Nailing(4130) Suspended Ceiling Grid(4265) , � El Final-S K F&R(4060) Approved to install mud&tape Approved to drop tile Approved By Date By Date By Date ...- 111 Final-Planning El Final Erosion Control(4375) ® Final-Building(4050) Approved Approved Approved By Date By Date By Date 3� /ce 111 Rough ElectricalCIFinal Electrical El Right of Way Approved Approved Approved By Date By Date By Date F I I... E01/17/2018 _ APPROVE I'IIIIENGINEERING - IR STRUCTURAL ENGINEERS & CONSULTANTS 01/18/2018 STRUCTURAL CALCULATIONS PROJECT NAME: Trinity Glass Flat Panel Awning PROJECT ADDRESS: 33615 1st Way S, Federal Way,WA 98003 PROJECT NO: 18005 CLIENT: Luke Walker COMPANY: Rainer Industries 18375 Olympic Ave. S Tukwila,WA 98188 DATE: Jan 17, 2018 HW Engineering License and Non Disclosure and Reproduction IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL-The enclosed calculations and hard copy prints("Enclosed")are copyright protected by HW Engineering.It is understood that while the Enclosed may be required for verification of structural design and approval,it is not necessary O o =': � for the manufacture or construction of the structure or its components. It is the express wish of HW Engineering that these proprietary calculations not be G� returned or redistributed to anyone other than the copyrighted owner as V referenced in the ownership paragraph below and that any unnecessary z submitted copies be returned or destroyed. Ownership:This document and the Enclosed are copyrighted by HW Engineering,6270 McLeod Drive,Suite 140,Las Vegas,NV 89120. All rights Oma, ,f,� 46272 reserved. This is not a sale or transference;all right,title and interest in the C I ST ER 1 Document(in both electronic file and hard copy)belong to HW Engineering. "S'S ��G 01.17.2018 REV DATE BY DESCRIPTION A A A A A PERMIT #: 18-100314-00-CO ADDRESS: 33615 1st Way S PROJECT: Addition - Flat Panel Awning TRINITY GLASS DATE: 1/19/18 6270 McLeod Drive,Suite 140,Las Vegas,NV 89120 Phone:702.202.0061 hongyu@hwengineeringUSA.com www.hwengineeringUSA.com HW Engingering Job#18005 I 22 01/17/2018 • ENGINEERING STRUCTURAL ENGINEERS & CONSULTANTS STRUCTURAL CALCULATIONS PROJECT NAME: Trinity Glass Flat Panel Awning PROJECT ADDRESS: 33615 1st Way S, Federal Way, WA 98003 PROJECT NO: 18005 CLIENT: Luke Walker COMPANY: Rainer Industries 18375 Olympic Ave. S Tukwila, WA 98188 DATE: Jan 17, 2018 HW Engineering License and Non Disclosure and Reproduction IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL-The enclosed calculations and hard copy prints("Enclosed")are copyright protected by HW Engineering.It is understood that while the Enclosed may be required for verification of structural design and approval,it is not necessary O p for the manufacture or construction of the structure or its components. It is • , the express wish of HW Engineering that these proprietary calculations not be • returned or redistributed to anyone other than the copyrighted owner as ot referenced in the ownership paragraph below and that any unnecessary v, t7 submitted copies be returned or destroyed. Ownership:This document and the Enclosed are copyrighted by HW c� Engineering,6270 McLeod Drive,Suite 140,Las Vegas,NV 89120. All rights O� ,p 46272 ti''`) 45 resery s is not a r ransference;all tle and interest in the Document(inI both electronic filte and hard copy)Ight, l ( belong to HW Engineering.ng. SSIONAL E ' 01.17.2018 REV DATE BY DESCRIPTION A A A A A 6270 McLeod Drive,Suite 140,Las Vegas,NV 89120 Phone:702.202.0061 hongyu@hwengineeringUSA.com www.hwengineeringUSA.com HW Engingering Job#18005 1 22 01/17/2018 • Basis for Design 1.1 BUILDING CODE: 2015 International Building Code 1.2 GRAVITY DESIGN: ROOF LOADING DEAD LOAD(PSF) Frame self-weight LIVE LOAD(PSF) 20psf SNOW LOAD(PSF) 25psf(minimum required) 1.3 LATERAL DESIGN: WIND LOADING Basic Wind Speed(3s—Gust) 110 Risk Category 11 Exposure Category C SEISMIC LOADING Risk Category 11 Ss,SI 1.289,0.496 Soil Site Class D Sds,Shc 0.859,0.497 Seismic Design Category D aP,RP 1.0.2.5 2.1 ALUMINUM DESIGN: Extruded 6061-T6 with minimum yield stress equal to 35 ksi. ER4043 electrodes/rods shall be used for all aluminum to aluminum welds. 3.1 INSPECTION,SPECIAL INSPECTION,AND STRUCTURAL OBSERVATION: AS REQUIRED BY THE GOVERNING MUNICIPALITY. HW Engingering Job#18005 2/22 SAP2 0 0 0 01/17/2018 `;-:A I 1*. 11 111 10, 7,A, , • 7/\ PP \ 3D VIEW SAP2000- File:Trinity Glass Flat Panel Awning-3-D View HW Engingering Job#18005 3/22 01/17/2018 Design Summary The analysis and design of the roof panel system included herein were performed with the use of a 3D frame analysis and computer design program — SAP2000. It is a structural analysis program developed by Computers and Structures, Inc. Detailed information about the software can be found at the Computers and Structures, Inc. website. 1. FRAME GEOMETRY The geometry for the awning model was based on a centerline interpretation of a typical roof panel frames. The centerline computer model was developed from client drawings and compiled to create a simplified model for analysis. 2. EXTERNALLY APPLIED LOADS Loads for this structure have been conservatively determined by referencing the current International Building Code 2015(IBC 2015) and ASCE 7-10 Standards and Provisions. Design dead load was based on the awning self-weight plus an additional dead load of 2.0 psf to account for the weight of the cover panel. Live load was taken to be 20 psf per code requirement. Wind load was calculated based on "Components and Cladding" for enclosed buildings (see design load calculation). 3. ANALYSIS FOR MEMBER FORCES The panel frame will be constructed of lx1x.11, 2xlx.125, lx4x.125 and 3/4x3/4x.11 aluminum tubes. Refer to structural drawings for detailed member sizes and locations. From computer structural analysis, all framing members were designed based on the above mentioned design loads. Aluminum Design ASD design specifications were used to check the structural capacities of these members based on an applicable minimum yield stress. The demand/capacity ratio of each framing member was calculated and found to be less than 1.0 for all members. All connections were checked by hand calculation based on worst case structural analysis output reactions. HW Engingering Job#18005 4/22 01/17/2018 Design Loads Design Dead Loads Framing self weight. Framing weight will be included in to computer model automatically.Add 2.0 psf for roof panel and others weight. DL = 2.0psf Design Live Loads LL = 20psf Design Wind Loads Wind parameters: 110 mph wind speed, exposure C. Wind loads are based on IBC2015/ASCE 7-10 components and cladding for enclosed buildings -roof zone 3 effective wind area 50sgf(Figures 30.5-1). Mean roof height is less than 15ft. V = 110 mph Figure 26.5-1A basic wind speed for occupancy category II k 1 = 1.0 Section 26.8.2 for slope less than 7 degree r 7.6 Pnet30 = psf Figure 30.5-1 X = 1.21 Figure 30.5-1, exposure C -33.1 9.2 design wind pressure p = X kg,pnet3o p= psf -40.05 Design wind force shall be not less than 16psf according as section 30.2.2 of ASCE 7-10 P,,,;,, = 16 psf Design Snow Load Ground snow load pg = 15 psf 1 = 1.0 Ce = 0.9 Ct = 1.2 Cs = 1.0 pf = 0.7 Ce Ct 1 pg pf= 11.34 psf ps = Cs pf Ps= 11.34 psf snow load (sloped roof snow load) Snow = max(ps,25 psf) Snow =25 psf Design Seismic Loads larger than live load Design perASCE7-10. 1p = 1.0 Sips = 0.859 ap = 1.0 Rp = 2.5 L = 24 ft B = 7.5 ft Framing and roof panel total weight will be around 4 psf DL = 4 psf 0.4apSas DI, 1p / zv Seismic force Fp1 = 1 + 2 -hi hi Fp1 = 1.65 psf Fp2 = 1.6 Sps Ip DL Fp,= 5.5 psf maximum force Fp3 = 0.3 Sps Ip DL Fp3= 1.03 psf minimum force Fp = 0.7 max(min(Fpi,Fp2),Fp3) Fp= 1.15 psf Total max. seismic load Seismic = Fp B L Seismic= 208 lbf Minimum wind load design Windmin = 0.6(16 psf L h) Windmin=230 lbf Check = if(Windmin> Seismic,"Wind controls design" ,"Seismic controls design") Check= "Wind controls design" HW Engingering Job#18005 5/22 v usGs Design Maps Summary Report 0"17'2018 User-Specified Input • Report Title Trinity Glass Flat Panel Awning Mon January 15, 2018 16:58:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.29925°N, 122.32968°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III en t ., f ogovingt tiL1Nt 18 .Gig Harbor F+ �a `' , c ARPARK 40u rat USGS-Provided Output Ss = 1.289 g Spas = 1.289 g SDS = 0.859 g Si = 0.496 g Spat = 0.746 g SD1 = 0.497 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER ReeponseSpectrum =;rs CLe 0.411 1_77 aet 1/14 012 043 -a a54 as •,: ass 0.27 rue are a az art arm 020 QKS 080 aso tnO 1. 3 tAC TAO 110 203 aaR ala aro ass aso Tai 13a tia tea 1e0 203 Perla&T(sec) P T(ser) For PGAM, TL, CRS, and CR1 values, please view the detailed report. HW Engingering Job#18005 6/22 SAP2 0 0 0 01/17/2018 �,r _,,,,,, 14.°..P-.41.1V":;-es � \\ 'A'S \V" At, .00:441.00„ \ \,25.400*.k. \\ 40500*400*. \,..\\ 4.-„\.4-4: \\,..\\ III,I.'\ . +�\ •' • es \+\* w \+\ 1111,1Yr\\ • Z \‘+'\‘ p FRAME SECTION SAP2000- File:Trinity Glass Flat Panel Awning -3-D View HW Engingering Job#18005 7.'22 • SAP2 0 0 0 01/17/2018 40,"011744frQ t ilritioo,_„1', 4"411100°',Agilliiii.Aro, ,ik4 1 1°4 4*I ght a I r IP''4141P4 4"li.l 4 4,4 140070411100, bk 4 0 0.410* •,i 0 0,° ill I I I 11 17 1,4 idlOk4 04 WP441 1 k Al I 1 10 ,4 . ot,;. IOWA: At;- 0 #104: 0 44100 0.00/ '` FRAME LABEL SAP2000- File:Trinity Glass Flat Panel Awning-3-D View HW Engingering rob#18005 8;'22 • SAP2000 01/17/2018 u8U 2 �:' 69 2.40/00 .14111111111%.58 sa .: 3611 ilito*. ' 14101174r , 444000o, ." 70010:fril.fr#1111bAllo�� O 41000 I :0000,,0 44w04 .• .,A t♦ tVo \' .. \ 1 Il#, /g e A01111111° �` F3 F2 F1 JOINT LABEL SAP2000- File:Trinity Glass Flat Panel Awning -3-D View HW Engingering Job#18005 9 22 SAP2000 01/17/2018 ll\. '6' b 0• 6 0'�� 191.99' \ 0?2 P, 0• 1 3 ,01 \ 0 0 226 P '6' /y %. °4�p 1\ 0•A 01'3/9 201 0.•3<u \g ' 0• 226 P %.1. 0• t1, 0, 26 0201•�/9 0201 ° 1,.,!.° Q 0•\% 02 01r••3/9 201 0.. a�F� 226 0 02 0 °° A \6 0 201 •1/9 0 201 0 vSSv SIS. p 0 ��3°' '`< 0• 1 �/9 201 P . 26 `1,'20 0 ,%^_, \6\ 02 p 0 17/ G� 0 ',,,is, 1,01 0• 26 0201 0• ii- s AgV 02 e 0 ,)/9 201 .%cc% 201 0 26 0. 0•2 e 0 v�j9 201 0 ° 201 7 0 % lks ' 02, ` r' rii 1�� . Z 9X %. A P-M RATIO SAP2000- File:Trinity Glass Flat Panel Awning-Aluminum P-M Interaction Ratios (AA-ASD) 11W Engingering Job#1 8005 10 X22 01/17/2018 Table: Material Properties 03c - Aluminum Data Material AlumType Alloy Fcy Fty Ftu Fsu SSHysType Kip/in2 Kip/int Kip/in2 Kip/in2 606176 Wrought 6061-T6 35.000 35.000 38.000 24.000 Kinematic Table: Frame Section Properties 01 - General SectionName Material Shape t3 t2 tf tw in in in in 1 x1 x.11 6061 T6 Box/Tube 1.0000 1.0000 0.1100 0.1100 1x4x.125 606116 Box/Tube 4.0000 1.0000 0.1250 0.1250 2x1x.125 6061 T6 Box/Tube 2.0000 1.0000 0.1250 0.1250 3/4x3/4x.11 6061 T6 Box/Tube 0.7500 0.7500 0.1100 0.1100 SectionName Area TorsConst 133 122 AS2 AS3 S33 in2 in4 in4 in4 in2 in2 in3 1x1x.11 0.39 7.755E-02 5.249E-02 5.249E-02 0.22 0.22 0.10 1x4x.125 1.19 0.61 2.04 0.20 1.00 0.25 1.02 2x1x.125 0.69 0.24 0.33 0.11 0.50 0.25 0.33 3/4x3/4x.11 0.28 2.884E-02 1.979E-02 1.979E-02 0.17 0.17 5.278E-02 SectionName S22 Z33 Z22 R33 R22 ConcCol ConcBeam in3 in3 in3 in in 1 x1 x.11 0.10 0.13 0.13 0.3661 0.3661 No No 1x4x.125 0.40 1.36 0.47 1.3099 0.4119 No No 2x1x.125 0.21 0.43 0.25 0.6946 0.3911 No No 3/4x3/4x.11 5.278E-02 6.825E-02 6.825E-02 0.2651 0.2651 No No SectionName Color TotalWt TotalMass FromFile AMod A2Mod A3Mod Kip Kip-s2/in 1x1x.11 8421631 0.055 1.432E-04 No 1.000000 1.000000 1.000000 1x4x.125 Blue 0.161 4.183E-04 No 1.000000 1.000000 1.000000 2x1x.125 Magenta 0.018 4.788E-05 No 1.000000 1.000000 1.000000 3/4x3/4x.11 8453888 1.325E-04 3.433E-07 No 1.000000 1.000000 1.000000 SectionName JMod I2Mod 13Mod MMod WMod QUID 1 x1 x.11 1.000000 1.000000 1.000000 1.000000 1.000000 1x4x.125 1.000000 1.000000 1.000000 1.000000 1.000000 2x1x.125 1.000000 1.000000 1.000000 1.000000 1.000000 3/4x3/4x.11 1.000000 1.000000 1.000000 1.000000 1.000000 HW Engingering Job#18003 I 1 22 01/17/2018 . Table: Load Pattern Definitions LoadPat DesignType SeItWtMuIt AutoLoad GUID Notes Dead DEAD 1.000000 SN SNOW 0.000000 W16 WIND 0.000000 None WA WIND 0.000000 None WB WIND 0.000000 None Table: Load Case Definitions Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType DesActOpt DL LinStatic Zero Prog Det DEAD Prog Det SN LinStatic Zero Prog Det SNOW Prog Det W16 LinStatic Zero Prog Det WIND Prog Det WA LinStatic Zero Prog Det WIND Prog Det WB LinStatic Zero Prog Det WIND Prog Det Case Design/tot AutoType RunCase CaseStatus GUID Notes DL Non-Composite None Yes Finished SN Short-Term Composite None Yes Finished W16 Short-TermComposite None Yes Finished WA Short-Term Composite None Yes Finished WB Short-TermComposite None Yes Finished Table: Combination Definitions ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign DL+SN Linear Add No LinearStatic DL 1.000000 Strength DL+SN Linear Static SN 1.000000 DL+0.6WA Linear Add No Linear Static DL 1.000000 Strength DL+0.6WA Linear Static WA 0.600000 DL+0.6WB Linear Add No Linear Static DL 1.000000 Strength DL+0.6WB Linear Static WB 0.600000 DL+0.6W16 Linear Add No Linear Static DL 1.000000 Strength DL+0.6W16 Linear Static W16 0.600000 0.6DL+0.6WA Linear Add No Linear Static DL 0.600000 Strength 0.6DL+0.6WA Linear Static WA 0.600000 0.6DL+0.6WB Linear Add No Linear Static DL 0.600000 Strength 0.6DL+0.6WB Linear Static WB 0.600000 DL+0.75(SN+0.6WA) Linear Add No Linear Static DL 1.000000 Strength DL+0.75(SN+0.6WA) Linear Static SN 0.750000 DL+0.75(SN+0.6WA) Linear Static WA 0.450000 DL+0.75(SN+0.6WB) Linear Add No Linear Static DL 1.000000 Strength HW Engingering Job#18005 12/22 01/17/2018 ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign DL+0.75(SN+0.6WB) Linear Static SN 0.750000 DL+0.75(SN+0.6WB) Linear Static WB 0.450000 - DL+0.75(SN+0.6W16) Linear Add No Linear Static DL 1.000000 Strength DL+0.75(SN+0.6W16) Linear Static W16 0.450000 DL+0.75(SN+0.6W16) Linear Static SN 0.750000 Table: Frame Loads - Distributed Frame LoadPat CoordSys Type Dir DistType RelDistA RelDistB FOverLA FOverLB Lb/ft Lb/ft 1 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 5.83 5.83 1 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 29.17 29.17 1 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -18.67 -18.67 1 WA Local Force 2 RelDist 0.0000 1.0000 -10.73 -10.73 1 WB Local Force 2 RelDist 0.0000 1.0000 46.73 46.73 2 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 5.83 5.83 2 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 29.17 29.17 2 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -18.67 -18.67 2 WA Local Force 2 RelDist 0.0000 1.0000 -10.73 -10.73 2 WB Local Force 2 RelDist 0.0000 1.0000 46.73 46.73 3 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 5.83 5.83 3 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 29.17 29.17 3 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -18.67 -18.67 3 WA Local Force 2 RelDist 0.0000 1.0000 -10.73 -10.73 3 WB Local Force 2 RelDist 0.0000 1.0000 46.73 46.73 9 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 5.83 5.83 9 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 29.17 29.17 9 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -18.67 -18.67 9 WA Local Force 2 RelDist 0.0000 1.0000 -10.73 -10.73 9 WB Local Force 2 RelDist 0.0000 1.0000 46.73 46.73 10 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 5.83 5.83 10 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 29.17 29.17 10 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -18.67 -18.67 10 WA Local Force 2 RelDist 0.0000 1.0000 -10.73 -10.73 10 WB Local Force 2 RelDist 0.0000 1.0000 46.73 46.73 11 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 8.33 8.33 11 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 41.67 41.67 11 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -26.67 -26.67 11 WA Local Force 2 RelDist 0.0000 1.0000 -15.33 -15.33 11 WB Local Force 2 RelDist 0.0000 1.0000 66.75 66.75 12 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 8.33 8.33 12 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 41.67 41.67 12 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -26.67 -26.67 12 WA Local Force 2 RelDist 0.0000 1.0000 -15.33 -15.33 12 WB Local Force 2 RelDist 0.0000 1.0000 66.75 66.75 39 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 8.33 8.33 HW Engingering Job#18005 13 22 01/17/2018 Frame LoadPat CoordSys Type Dir DistType RelDistA RelDistB FOverLA FOverLB Lb/ft Lb/ft 39 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 41.67 41.67 39 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -26.67 -26.67 • 39 WA Local Force 2 RelDist 0.0000 1.0000 -15.33 -15.33 39 WB Local Force 2 RelDist 0.0000 1.0000 66.75 66.75 40 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 8.33 8.33 40 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 41.67 41.67 40 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -26.67 -26.67 40 WA Local Force 2 RelDist 0.0000 1.0000 -15.33 -15.33 40 WB Local Force 2 RelDist 0.0000 1.0000 66.75 66.75 41 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 6.67 6.67 41 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 33.33 33.33 41 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -21.33 -21.33 41 WA Local Force 2 RelDist 0.0000 1.0000 -12.27 -12.27 41 WB Local Force 2 RelDist 0.0000 1.0000 53.40 53.40 42 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 6.67 6.67 42 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 33.33 33.33 42 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -21.33 -21.33 42 WA Local Force 2 RelDist 0.0000 1.0000 -12.27 -12.27 42 WB Local Force 2 RelDist 0.0000 1.0000 53.40 53.40 49 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 6.67 6.67 49 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 33.33 33.33 49 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -21.33 -21.33 49 WA Local Force 2 RelDist 0.0000 1.0000 -12.27 -12.27 49 WB Local Force 2 RelDist 0.0000 1.0000 53.40 53.40 50 Dead GLOBAL Force Gravity RelDist 0.0000 1.0000 6.67 6.67 50 SN GLOBAL Force Gravity RelDist 0.0000 1.0000 33.33 33.33 50 W16 GLOBAL Force Y Proj RelDist 0.0000 1.0000 -21.33 -21.33 50 WA Local Force 2 RelDist 0.0000 1.0000 -12.27 -12.27 50 WB Local Force 2 RelDist 0.0000 1.0000 53.40 53.40 Table: Preferences -Aluminum Design -AA-ASD THDesign FrameType SRatioLimit Maxiter LatFact UseLatFact Bridge Envelopes Moment Frame 1.000000 1 1.230000 No No Table: Aluminum Design 1 - Summary Data - AA-ASD Frame DesignSect DesignType Ratio RatioType Combo 63 1x4x.125 Beam 0.000476 PMM DL+0.75(SN+0.6W16) 64 1x4x.125 Beam 0.000476 PMM DL+0.75(SN+0.6W16) 51 2x1x.125 Beam 0.984898 PMM 0.6DL+0.6WB 1045 2x1x.125 Column 0.283258 PMM DL+SN 62 2x1x.125 Brace 0.490813 PMM DL+SN 52 2x1x.125 Brace 0.173062 PMM DL+SN 1022 3/4x3/4x.11 Column 0.243874 PMM DL+SN HW Engingering Job#18005 14/22 01/17/2018 FrameDesignSect DesignType Ratio RatioType Combo 1023 3/4x3/4x.11 Column 0.667080 PMM DL+SN 1 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 2 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 3 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 4 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 5 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 6 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 7 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 8 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 9 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 10 1x1x.11 Beam 0.158611 PMM DL+0.75(SN+0.6W16) 11 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 12 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 13 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 14 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 15 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 16 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 17 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 18 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 19 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 20 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 21 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 22 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 23 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 24 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 25 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 26 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 27 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 28 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 29 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 30 1x1x.11 Beam 0.207356 PMM DL+0.75(SN+0.6W16) 31 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 32 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 33 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 34 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 35 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 36 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 37 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 38 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 39 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 40 1x1x.11 Beam 0.225711 PMM DL+0.75(SN+0.6W16) 41 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 42 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 43 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 44 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 45 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 46 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 47 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 48 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) HW Engingering Job#18005 15 22 01/17/2018 Frame DesignSect DesignType Ratio RatioType Combo 49 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 50 1x1x.11 Beam 0.180973 PMM DL+0.75(SN+0.6W16) 53 1x4x.125 Brace 0.318747 PMM DL+SN 54 1x4x.125 Brace 0.318747 PMM DL+SN 55 1x4x.125 Brace 0.318747 PMM DL+SN 56 1x4x.125 Brace 0.318747 PMM DL+SN 57 1x4x.125 Brace 0.318747 PMM DL+SN 58 1x4x.125 Brace 0.318747 PMM DL+SN 59 1x4x.125 Brace 0.318747 PMM DL+SN 60 1x4x.125 Brace 0.318747 PMM DL+SN 61 1x4x.125 Brace 0.318747 PMM DL+SN Table: Joint Reactions Joint OutputCase CaseType Fl F2 F3 Kip Kip Kip 1 DL+SN Combination 0.000 -0.713 0.113 1 DL+0.6WA Combination 0.000 -0.276 0.044 1 DL+0.6WB Combination 0.000 0.396 -0.059 1 DL+0.6W16 Combination 0.000 -0.095 0.025 1 0.6DL+0.6WA Combination 0.000 -0.216 0.034 1 0.6DL+0.6WB Combination 0.000 0.457 -0.069 1 DL+0.75(SN+0.6WA) Combination 0.000 -0.666 0.105 1 DL+0.75(SN+0.6WB) Combination 0.000 -0.162 0.027 1 DL+0.75(SN+0.6W16) Combination 0.000 -0.531 0.091 2 DL+SN Combination 0.000 0.000 0.283 2 DL+0.6WA Combination 0.000 -0.003 0.107 2 DL+0.6WB Combination 0.000 0.011 -0.160 2 DL+0.6W16 Combination 0.000 0.087 0.057 2 0.6DL+0.6WA Combination 0.000 -0.003 0.084 2 0.6DL+0.6WB Combination 0.000 0.011 -0.182 2 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 2 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.064 2 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 3 DL+SN Combination 0.000 0.000 0.282 3 DL+0.6WA Combination 0.000 -0.003 0.106 3 DL+0.6WB Combination 0.000 0.011 -0.160 3 DL+0.6W16 Combination 0.000 0.087 0.056 3 0.6DL+0.6WA Combination 0.000 -0.003 0.084 3 0.6DL+0.6WB Combination 0.000 0.011 -0.183 3 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 3 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 3 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 4 DL+SN Combination 0.000 0.000 0.282 4 DL+0.6WA Combination 0.000 -0.003 0.106 4 DL+0.6WB Combination 0.000 0.011 -0.160 4 DL+0.6W16 Combination 0.000 0.087 0.057 4 0.6DL+0.6WA Combination 0.000 -0.003 0.084 HW Engingering Job#18005 16 22 01/17/2018 Joint OutputCase CaseType Fl F2 F3 Kip Kip Kip 4 0.6DL+0.6WB Combination 0.000 0.011 -0.183 4 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 4 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 4 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 5 DL+SN Combination 0.000 0.000 0.282 5 DL+0.6WA Combination 0.000 -0.003 0.106 5 DL+0.6WB Combination 0.000 0.011 -0.160 5 DL+0.6W16 Combination 0.000 0.087 0.057 5 0.6DL+0.6WA Combination 0.000 -0.003 0.084 5 0.6DL+0.6WB Combination 0.000 0.011 -0.183 5 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 5 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 5 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 6 DL+SN Combination 0.000 0.000 0.282 6 DL+0.6WA Combination 0.000 -0.003 0.106 6 DL+0.6WB Combination 0.000 0.011 -0.160 6 DL+0.6W16 Combination 0.000 0.087 0.057 6 0.6DL+0.6WA Combination 0.000 -0.003 0.084 6 0.6DL+0.6WB Combination 0.000 0.011 -0.183 6 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 6 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 6 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 7 DL+SN Combination 0.000 0.000 0.282 7 DL+0.6WA Combination 0.000 -0.003 0.106 7 DL+0.6WB Combination 0.000 0.011 -0.160 7 DL+0.6W16 Combination 0.000 0.087 0.057 7 0.6DL+0.6WA Combination 0.000 -0.003 0.084 7 0.6DL+0.6WB Combination 0.000 0.011 -0.183 7 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 7 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 7 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 8 DL+SN Combination 0.000 0.000 0.282 8 DL+0.6WA Combination 0.000 -0.003 0.106 8 DL+0.6WB Combination 0.000 0.011 -0.160 8 DL+0.6W16 Combination 0.000 0.087 0.057 8 0.6DL+0.6WA Combination 0.000 -0.003 0.084 8 0.6DL+0.6WB Combination 0.000 0.011 -0.183 8 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 8 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 8 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 9 DL+SN Combination 0.000 0.000 0.282 9 DL+0.6WA Combination 0.000 -0.003 0.106 9 DL+0.6WB Combination 0.000 0.011 -0.160 9 DL+0.6W16 Combination 0.000 0.087 0.056 9 0.6DL+0.6WA Combination 0.000 -0.003 0.084 9 0.6DL+0.6WB Combination 0.000 0.011 -0.183 9 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 9 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.063 9 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 HW Engingering Job#18005 17 22 • 01/17/2018 Joint OutputCase CaseType Fl F2 F3 Kip Kip Kip 10 DL+SN Combination0.000 0.000 0.283 10 DL+0.6WA Combination 0.000 -0.003 0.107 10 DL+0.6WB Combination 0.0000.011 -0.160 10 DL+0.6W16 Combination 0.0000.087 0.057 10 0.6DL+0.6WA Combination 0.000 0.003 0.084 10 0.6DL+0.6WB Combination 0.0000.011 -0.182 10 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.263 10 DL+0.75(SN+0.6WB) Combination 0.000 0.009 0.064 10 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.226 11 DL+SN Combination 0.000 0.000 0.141 11 DL+0.6WA Combination 0.000 -0.001 0.053 11 DL+0.6WB Combination 0.000 0.006 -0.080 11 DL+0.6W16 Combination 0.000 0.043 0.028 11 0.6DL+0.6WA Combination 0.000 -0.001 0.042 11 0.6DL+0.6WB Combination 0.000 0.006 -0.091 11 DL+0.75(SN+0.6WA) Combination 0.000 -0.001 0.132 11 DL+0.75(SN+0.6WB) Combination 0.000 0.004 0.032 11 DL+0.75(SN+0.6W16) Combination 0.000 0.032 0.113 12 DL+SN Combination 0.000 0.713 0.175 12 DL+0.6WA Combination 0.0000.274 0.068 12 DL+0.6WB Combination 0.000 -0.385 -0.094 12 DL+0.6W16 Combination 0.000 0.181 0.038 12 0.6DL+0.6WA Combination 0.000 0.213 0.053 12 0.6DL+0.6WB Combination 0.000 -0.445 -0.109 12 DL+0.75(SN+0.6WA) Combination 0.000 0.664 0.164 12 DL+0.75(SN+0.6WB) Combination 0.000 0.170 0.042 12 DL+0.75(SN+0.6W16) Combination 0.000 0.595 0.141 13 DL+SN Combination 0.000 0.000 0.281 13 DL+0.6WA Combination 0.000 -0.003 0.106 13 DL+0.6WB Combination 0.0000.011 -0.159 13 DL+0.6W16 Combination 0.000 0.086 0.057 13 0.6DL+0.6WA Combination 0.000 -0.003 0.083 13 0.6DL+0.6WB Combination 0.000 0.011 -0.181 13 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 13 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 13 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 14 DL+SN Combination 0.000 0.000 0.281 14 DL+0.6WA Combination 0.000 -0.003 0.106 14 DL+0.6WB Combination 0.000 0.011 -0.159 14 DL+0.6W16 Combination 0.000 0.086 0.056 14 0.6DL+0.6WA Combination 0.000 -0.003 0.083 14 0.6DL+0.6WB Combination 0.000 0.011 -0.182 14 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 14 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 14 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.224 15 DL+SN Combination 0.000 0.000 0.281 15 DL+0.6WA Combination 0.000 -0.003 0.106 15 DL+0.6WB Combination 0.0000.011 -0.159 15 DL+0.6W16 Combination 0.000 0.086 0.056 HW Engingering Job#18005 18 22 01/17/2018 OutputCase CaseType Fl F2 F3 Kip Kip Kip 15 0.6DL+0.6WA Combination 0.000 -0.003 0.083 15 0.6DL+0.6WB Combination 0.000 0.011 -0.182 15 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 15 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 15 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 16 DL+SN Combination 0.000 0.000 0.281 16 DL+0.6WA Combination 0.000 -0.003 0.106 16 DL+0.6WB Combination 0.000 0.011 -0.159 16 DL+0.6W16#18005 Combination 0.000 0.086 0.056 16 0.6DL+0.6WA Combination 0.000 -0.003 0.083 16 0.6DL+0.6WB Combination 0.000 0.011 -0.182 16 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 16 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 16 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 17 DL+SN Combination 0.000 0.000 0.281 17 DL+0.6WA Combination 0.000 -0.003 0.106 17 DL+0.6WB Combination 0.000 0.011 -0.159 17 DL+0.6W16 Combination 0.000 0.086 0.056 17 0.6DL+0.6WA Combination 0.000 -0.003 0.083 17 0.6DL+0.6WB Combination 0.000 0.011 -0.182 17 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 17 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 17 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 18 DL+SN Combination 0.000 0.000 0.281 18 DL+0.6WA Combination 0.000 -0.003 0.106 18 DL+0.6WB Combination 0.000 0.011 -0.159 18 DL+0.6W16 Combination 0.000 0.086 0.056 18 0.6DL+0.6WA Combination 0.000 -0.003 0.083 18 0.6DL+0.6WB Combination 0.000 0.011 -0.182 18 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 18 DL+0.75(SN+0.6W8) Combination 0.000 0.008 0.063 18 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 19Joint DL+SN Combination 0.000 0.000 0.281 19 DL+0.6WA Combination 0.000 -0.003 0.106 19 DL+0.6WB Combination 0.000 0.011 -0.159 19 DL+0.6W16 Combination 0.000 0.086 0.056 19 0.6DL+0.6WA Combination 0.000 -0.003 0.083 19 0.6DL+0.6WB Combination 0.000 0.011 -0.182 19 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 19 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 19 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 20 DL+SN Combination 0.000 0.000 0.281 20 DL+0.6WA Combination 0.000 -0.003 0.106 20 DL+0.6WB Combination 0.000 0.011 -0.159 20 DL+0.6W16 Combination 0.000 0.086 0.056 20 0.6DL+0.6WA Combination 0.000 -0.003 0.083 20 0.6DL+0.6WB Combination 0.000 0.011 -0.182 20 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 20 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 HW Engingering Job 19 22 01/17/2018 Joint OutputCase CaseType Fl F2 F3 Kip Kip Kip 20 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.224 21 DL+SN Combination 0.000 0.000 0.281 21 DL+0.6WA Combination 0.000 -0.003 0.106 21 DL+0.6WB Combination 0.000 0.011 -0.159 21 DL+0.6W16 Combination 0.000 0.086 0.057 21 0.6DL+0.6WA Combination 0.000 -0.003 0.083 21 0.6DL+0.6WB Combination 0.000 0.011 -0.181 21 DL+0.75(SN+0.6WA) Combination 0.000 -0.002 0.262 21 DL+0.75(SN+0.6WB) Combination 0.000 0.008 0.063 21 DL+0.75(SN+0.6W16) Combination 0.000 0.065 0.225 22 DL+SN Combination 0.000 0.000 0.140 22 DL+0.6WA Combination 0.000 -0.001 0.053 22 DL+0.6WB Combination 0.000 0.006 -0.080 22 DL+0.6W16 Combination 0.000 0.043 0.028 22 0.6DL+0.6WA Combination 0.000 -0.001 0.042 22 0.6DL+0.6WB Combination 0.000 0.006 -0.091 22 DL+0.75(SN+0.6WA) Combination 0.000 -0.001 0.131 22 DL+0.75(SN+0.6WB) Combination 0.000 0.004 0.032 22 DL+0.75(SN+0.6W16) Combination 0.000 0.032 0.112 HW Engingering Job#18005 20/22 01/17/2018 Connection Check Awning top to wall attachment check(E,G/P3) maximum reaction from analysis VREC := 0.25 kip TREc:= 0.71 kip using worst case reaction attachment horizontal spacing in model d:= 28.8 in attachment horizontal trib. length D:= 16 in Vmax:= VREc Tmax:= TREc 2 Vmax= 139 lbf Tmax=394 Ibf Use 1/4" ITW Buildex TEK or equivalent screw for frame to Z bracket Va:= min/10631bf 35,990 lbf Ta:= 3351bf 35 Va=827 lbf Ta=261 lbf ESR-1976 45 45 Screw demand/capacity ratio n:= 1 Ratio:= Vmax Ratio=0.17 n Va check:= if(Ratio 1.0,"sufficient" ,"NG") check= "sufficient" Use 3/8" lag screw for z bracket to wood stud(by others) Pmax:= JTmax2+ Vmax2 Pmax=418 lbf maximum force to screws Zpenp:= 180 lbf Zpar:= 280 lbf W:= 305 Ibf in (Tmax1 CD:= 1.6 for wind CM:= 1.0 Co:= 1.0 Ct:= 1.0 Cg:= 1.0 0:= atan Vmax ZI := Zpenp CD CM CA Ct Cg Zl =288 lbf Z2:= Zpar CD CM CA Ct Cg Z2=448 lbf Z1 Z2 Z:= Z=299.8 lbf T_E:= 2 in penetration into wood for Z1 cos(0)2+ Z2 sin(0)2 a conservative design WI := W T_E CD CM Ct WI =0.976 kip IW1 Z Ze' 2 Zg=782 lbf W1 cos((0)2 + Z sin(0) check:= if(Pmax<Z0,"Lag screw is Ok","NG") check="Lag screw is Ok" Roof panel to frame attachment detail (H/P3) loads to panel DL:= —2 psf W„p:= 40.05 psf frame spacing b:= 20 in panel width B:= 12 in max uplift force Tmax:= (0.6 DL+ 0.6Wnp) b B Tmax=38 lbf HW Engingering Job#18005 21/22 ---T7-------' : 01/17/2018 1/4" screw for panel to frame 35 ksi Ta:= 335 lbf Ta=261 lbf 45 ksi check:= if(Tmax<Ta,"Connection is Ok","NG") check="Connection is Ok" Frame to frame connections all aluminum tube --use minimum 1/8"ER4043 all around fillet weld, sufficient! HW Engingering Job#18005 22/22 RECEIVED PERMIT APPLICATION CITY OF JAN 19 2018 Federal Wa PERMIT CENTER+33325 8,h Avenue South+ Federal Way,WA 98003-6325 Y CITY OF FEDERAL WAY 253-835-2607 + FAX 253-835-2609 +permitcenter(hcityoffederalway.com COMMUNITY DEVELOPMENT PERMIT NUMBER _ /, 63 /) / 3 / � - C O TARGET DATE SITE ADDRESS SUITE/UNIT# 33615 1st Way S PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ 12,227.00 9 2 6 5 0 4 _ 0 1 9 0 TYPE OF PERMIT ®BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Trinity Glass lea flat panel awning with metal roofing - 24' wide x 7'-6" tall w/4" truss PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME Lowell Milard PRIMARY PHONE 253-875-6900 PROPERTY OWNER MAILING ADDRESS 33615 1st Way S E-MAIL lowellm@trinityglass.com CITY Federal Way STATEA ZIP 98003 NAME Rainier Industries PHONE 425-981-1214 MAILING ADDRESS 18375 Olympic Ave S E-MAIL lukew@rainier.com CONTRACTOR CITY STATE TZIP FAX ukwila WA 98188 WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# RAINIIL066QP 1 11 19 200010163800BL NAME PRIMARY PHONE Luke Walker 425-981-1214 APPLICANT MAILING ADDRESS 18375 Olympic Ave S E-MAIL lukew@rainier.com CITY Tukwila STATE ZIP FAX WA 98188 NAME SAME AS APPLICANT PRIMARY PHONE PROJECT CONTACT (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX PROJECT FINANCING NAME SAME AS PROPERTY OWNER El OWNER-FINANCED When value is$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct.I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim), which may be made by any person,including the undersigned,and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE: �"�/r✓w(/ DATE //,/ Y/)Eg PRINT NAME: 1_Not j W I16 Bulletin#100—January 29,2016 Page I of 2 k:AHandouts\Permit Application J VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ Indicate how many of each type of fixture to be installed or relocated as part of this project.Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS(commemmat BOILERS FURNACES HOT WATER TANKS(Gas( COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ Indicate how many of each type of fixture to be installed or relocated aspart of this project.Do not include existing fixtures to remain. BATHTUBS(or Tub/shower Combo) LAYS(Hand sinks( TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS(Kitchen/Utility( WATER HEATERS(Eieoeno( HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS $ EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ❑Yes ❑ No ❑Yes o No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR(or Mobile Home) SECOND FLOOR COVERED ENTRY DECK GARAGE D CARPORT ❑ OTHER(describe) Area Totals EXISTING PROPOSED TOTAL T:- **NEW HOMES ONLY** ESTIMATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL-NEW/ADDITION AREA DESCRIPTION Area Construction #of Occupancy Group(s) Additional Information Square Feet Type Stories NEW BUILDING ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Construction #of Occupancy Group(s) Additional Information Square Feet Type Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100—January 29,2016 Page 2 of 2 k:AHandouts\Permit Application m o l 0 03 D . . m 11 . F I z D K m v 00 N 0 In m C Ut K x < W ? (n r 0 W N -+ CO (° Oo V a O) 0 3 Ul D1 c 0 D1 .P 21 2 N W N N S 7 7` mCD a. 0 A... 7 5. 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