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Permit
CITY OF TIGARD BUILDING PERMIT I COMMUNITY DEVELOPMENT Permit#: BUP2014-00160 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 08/14/2014 Parcel: 1S1260000300 Jurisdiction: Tigard Site address: 9589 SW WASHINGTON SQUARE RD B09 Project: Apple Store Subdivision:VASHINGTON SQUARE ESTATES NO. Lot: S Project Description: TI Contractor: SAJO INC Owner: PPR WASHINGTON SQUARE LLC 1320 GRAHAM BLVD PO BOX 847 TOWN OF MT ROYAL, PQ H3P3C8 CARLSBAD,CA 92018 PHONE: 514-781-0223 PHONE: FAX: Specifics: FEES Description Date Amount Type of Use: COM Permit Fee-Additions,Alterations, 08/14/2014 $7,761.95 Class of Work: ALT Type of Const: IIB Demolition Occupancy Grp: M Occupancy Load: 131 12%State Surcharge-Building 08/14/2014 $931.43 Dwelling Units: 0 Plan Review 07/21/2014 $5,045.27 Stories: 0 Height: 0 ft Plan Review-Fire Life Safety 07/21/2014 $3,104.78 Bedrooms: 0 Bathrooms: 0 DC Provision Review,COM TI-Ping 08/14/2014 $278.00 Value: $1,500,000 DC Provision Review,COM TI-LRP 08/14/2014 $41.00 Info Process/Archiving-Lg$2.00(over 08/14/2014 $206.00 11x17) Floor Areas: Info Process/Archiving-Sm$0.50(up to 08/14/2014 $7.50 11x17) Total Area: 0 Metro Const.Excise Tax-Commercial 08/14/2014 $1,800.00 Accessory Struct: 0 Use Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $19,175.93 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for mor>-the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are se •rth in OAR 952-001-0 I ••• •AR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issu:• By: r C%j � Permittee Signature: Call 603.639.4175 by 7:00 a.m.for the next available ins ction date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. auildina Permit Application Commercial I Ol OI I I I l 'NI. ()NI 1 `'®' • Received '/ /i ��I � )r City of Tigard `t� Date// . '7 l /7 I!. ' Permit No.: x1,11 ( -W f 60 " 13125 SW Hall Blvd.,Tigard,OR 97223 fit•■I Phone: 503-718-2439 Fax: 503-598-1960 DatPlan Re e/By: ` 8 ` (1 Related Permit: T I G A K I) Inspection Line: 503-639-4175 Date Ready/ ` �, Juris: H See Page 2 for Internet: www.tigard-or.gov Notified/Method:O� Y �� Supplemental Information TYPE O tlatr nelnP. REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the prof or the CATEGORY OF CONSTRUCTION work indicated on this application. MI El 1-and 2-family dwelling cm omercial/industrial Valuation: $ El Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floor T Job site address: 9,511C1 L, /4 IN(}-Tbr, f j . New dwelling ar-:: square feet Y A' City/State/ZIP: Garage/carp• area: square feet Suite/bldg./apt.4:a)9 Project name: ,et nl3Li.. j121- Covere. .orch area square feet Cross street/directions to job site: De. area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST V Subdivision: Lot 4: Permit fees*are based on the value of the work performed. Indicate the value(rowded to the nearest dollar)of all Tax map/parcel#: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. F‘40 �p p c s b F 1-1 . Valuation: S / rod I d 0 v _ / ✓ 4 et - N'0 2_ (`-( - oo a J D Existing building area square feet New building area: square feet Is PROPERTY OWNER f 0 TENANT Number of stories: Name: iN G e R.1 G t4 Type of construction: Address: o ` 1 A r v M 1 L'd d Occupancy groups: City/State/ZIP: 2L 9 TO Lb Existing: Phone:( ) Fax:( ) New:09PAPPLICANT ACONTACT PERSON BUILDING PERMIT FEES* Business name: l (C ��i•M(T1 review fee(or toter osit):tflt� � _ Structural plan review fee(or deposit): Contact name: Ito 15 1-(vyy� 1411,..7Y Address: ` q 35 l.� )11tt) �Ly, ?-'P i FLS plan review fee(if applicable): City/State/ZIP: p bx J a(_ c)7 7.--1-1 Total fees due upon application: Phone:(cb3) 3 2,J ,s b 3 J Fax: :( ) I Amount received: i E-mail: ', PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR roof-top •unted Photo Voltaic Solar Panel System. Business name: S Pr 31) Submit two _ . roof plan with connecti.. •- ails � c and fire department acce , • .ng with . 110 Oregon Address: 1 3 2 v %1.l.4/ 1"" Solar Installation Specialty Co.• • c list. City/State/ZIP: �oumj or ,A„ -14 Q I)C�� Permit fee(includes • • review $180 00 r"1 and ad . strative fees): Phone:(57(7) ')a ' vi Lj Fax:( ) State surchar• 12%of permit fee): _ -- 60 CCB Lic.: // b 7 s-80 Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained / within 180 days after it has been accepted as complete. Print name: ;a..,>1 Tl • Date: 7j,-/ // * Fee methodology set by Tri-County Building Industry Service Board. I:1Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 440-4613T(11/02/COM/WEB) 1 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT . Accessibility: Barrier Removal Improvement Plan Commercial & Multi-Family - Additions or Alterations T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five percent(25%). VALUATION: Total of all renovation,alteration or modification being done, excluding painting and wallpapering: [1] $ MULTIPLIER(25%barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: (a) Parking $ (b) An accessible entrance: $ (c) An accessible route to the altered area: $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (0 Accessible drinking fountains:and, $ (g) When possible,additional accessible elements such as storage and alarms: $ TOTAL(shall equal line [2] of Valuation Computation): $ I:\Boil ding\Permits\BUP_COM_PernvtApp.doc Rev.04/21/2014 ar 111111 City of Tigard ■ COMMUNITY DEVELOPMENT DEPARTMENT T l G A lr D Building Permit Review — Commercial - No Land Use Building Permit #: PuP 0,,, 4 -001 too Site Address: 9'589 60) taib/'. -c7 2t. Suite/Bldg#: 809 Project Name: I" P L f, (Name of commercial business occupying the space. If vacant,enter Spec Space.) Planning Review Proposal: T. 1. 'T wW Gl ,Q &lure. Existing Business Activity: Rein l Proposed Business Activity: Rot-At I iEr Verify site address/suite #exists and active in permit system. Zoning: N itC lEr Permitted Use: .&Yes ❑ No ❑ Spec Space ❑ Confirm no land use required. Notes: Approved by Planning: AMA Date: 1 III I (84 k, Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Building Permit Submittal Original Submittal Date: 74-1 if 4 Site Plans: # 1.J/, Building Plans: # 3 Building Permit#: Enter building permit#above. �/ Workflow Routing: [ Planning V Permit Coordinator lei Building Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: lauilding: original permit application,site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: ( etk Date: 7/,-/Ai I:\Building\Forms\BldgPermitRvw_COM_NoLandUse_071514.docx Permit Coordinator Review ❑ Conditions Met-Prior to Issuance of Building Permit Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: X Revviision Notice 3: Date Sent to Applicant: OK to Issue Permit •Approved by Permit Coordinator: IF Date: Y1 Z /,// 1:\Building\Fomail dgPe rm itRvw_COM_NoL and Use_071 5 14.docx Structural Calculations For Apple Washington Square Mall Tigard, OR tt. S$ `Q City of Tigard Ap• o ed Plans II By .C'ai. Date el pikk--�UP2 -COI& OFFICE COPY Prepared by: THORSON BAKER&Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 July 29, 2014 2014-0247 PROFfss )02 81364PE 9� OREGON 7111 cb Lei " $ 2c>0 ' J GV /t) �E E N�� '� E,P,R6s i1/3 i/i4 4,7bs-pwjects07Q014',2014-0747)Documents\Correspordence Outgofn9 Departmen!forms 8 letterslStructuraft20140247 CC8001(caic cover shee!)doe T3 Tenant Fit-Out Design Criteria Project No 2014-0247 Date 26-Jun-14 Project: Apple-Washington SQ Prepared B,, PF Thorson • Baker-+ Associates Project Site Tigard, OR Principal DLN c O N S U I I I N G E N<,I N E E N Scopyrgm2OW **Note: Enter Project Information On Design Criteria Tab . Client: Woods Bagot Contact: Edgardo Huab . Tenant: Apple I:Scope of Work(Briefly describe the building and the structural scope of work and note items not in scope of work.) _ [i Interior U Exterior Level 1 of 1 El Slab on Grade ❑ Supported Floor U Storefront ❑ Platform/Loft G Rooftop Unit ❑ Porch ❑ Underhung Unit G Ceiling/Walls Seismic Bracing C Rolling Grille Column Support ❑ Floor Slab Infill OtherS, Provide prototypical Apple fit-out drawings per Apple Prototype Bulletin 5.3. Scope of work includes: Storefront framing(Note:Main storefront steel will be shown and provided in core and shell package), RTU support,SF sheets, Uni-Strut Subframe (Due to high roof structure). . Deliverables: (review with principal) - Yes NA Due Date Comments Preliminary U U _ Verbal with Dave Pre-Design Site Observation El U Construction Documents El n Specifications ❑ L i Construction Phase Site Observa ❑ El Budget Fee Eng Hours CAD Hours CA Hours Total Referenced Projects City/State TBA Job Number Consultants Architect Company Name Woods Bagot i Contact — Edgardo Huab Mechanical Company Name TBA ❑ i NA Contact Ann Marie Electrical Company Name TBA [] I NA Contact Eden Hummel II.Code Information Reviewing Agency(Building Department,City,County,State etc.) Agency Name See Core and Shell Design Criteria Phone Contact Name Fax _ City, State,Zip Website _ Contacted Bldg Dept _U Yes Li NolDate: I _Confirmation Sent Codes Local Amendments Discipline Code Year Building Oregon Structural Specialty Code • Yes No _ 9 9 P y ❑ IBC OBC 2010 ❑ ❑ J Other Construction Classification 1 Type Fire Ratings Floors 1.3 Tenant Fit-Out Design Criteria Project No. 2014-0247 Date. 26-Jun-14 Project Apple-Washington SQ Prepared B,. PF Thorson • Baker-I- Associates Project Site Tigard. OR Principal DLN . III. CLIENT FURNISHED INFORMATION Yes No Date on dwg Created by Existing Building Drawings H I J 10/13/1972 Richard R Bradshaw Site Survey H — ❑ 4/18/2014 McKinney Prototype Drawings H Lj Bulletin 5.3 Go-By Drawings ❑ L] Landlord Requirements Can storefront soffit be underhung (gravity)from existing structure? U Yes ❑ No _ Can Storefront soffit be braced laterally to the existing structure? ❑ Yes ❑ No Is welding to existing structure allowed? a Yes _ ❑ No Any requried height clearance? IV. STRUCTURAL CONSIDERATIONS/DESCRIPTIONS Items to Consider Any expansion joints in existing structure within tenant space? I ❑ Yes I [J !No General Construction Description Roof Metal deck over steel joists spaced at 6-8"o.c. Steel Joist Floor NA Composite Steel Floor NA Concrete Floor(*) NA Post Tensioned Concrete Floor(**) NA Slab on Grade 4"slab on grade Foundations(for Exterior Storefronts) NA ' Bearing Capactiy NA Frost Depth NA Structural Slab on Grade NA Deep Foundations Micropiles(See Core&Shell Drawings) (*)If concrete floor verify to make sure that floor is not post tensioned (**) If post tensioned floor,discuss with Principal before proceeding Tenant Fit-Out Design Criteria Project No 2014-0247 Date: 26-Jun-14 Project: Apple-Washington SQ Prepared B. PF Thorson• Baker+Associates Project Site Tigard, OR Principal: DL N V.DESIGN CRITERIA • 40 Design Live Loads '4` • Platform/Loft NA Existing Supported Floor NA i Live Load Reduction' U [Yes I Li INo Other _ Wind Criteria • Wind Speed 95mph Importance Factor 1 Exposure Seismic Criteria Acceleration Coefficients(S5, S,) 0.944,0.34 Importance Factor 1 Seismic Occupancy Category I I Seismic Site Class D(presumed) Seismic Design Category(*) D Lateral Resistance System NA (*) Provide to Architect immediately for their use in determining interior bracing requirements Snow Loading(Insert flat roof snow load calculations sheet) Ground Snow Load 20 psf Flat Roof Snow Load 17 psf Rain on Snow Load 5 psf Minimum per Building Official 25 psf Final Design Roof Load 25 psf Foundation Criteria Foundation Type Deep Foundations-See Core and Shell Design Criteria Bearing Capacity —_ Frost Depth Other I. Tenant Fit-Out Design Criteria Project No 2014-0247 Date. 26-Jun-14 Project Apple-Washington SQ Prepared B! PF Thorson • Baker Associates Project Site: Tigard, OR Principal: DLN . VI.SPECS AND CHECKLISTS General Notes (Select One) Full General Notes:1 L i Sheet Spec General Notes: i Li Design Guidelines Description Req. Date: Tenant Fit-Out 2/1/2010 Checklists Non-Project or Client Specific Description Req. Date: Tenant Fit-Out ❑ 2/1/2010 Preliminary ❑ 4/7/2011 General Coordination 0 2/1/2010 General Notes ❑ 2/1/2010 FND-Spread footings ❑ 2/1/2010 Attach the applicable dead load worksheet,wind load worksheets(Component and Cladding)and Seismic worksheet. Attach preliminary for complicated projects. . Reviewed By: Date: Y �' /0 Z X ,4401400. ,gyp 4400ito. ' 415 1444: 440‘4000.— c5 .11 4,10. 1a 2 c6 c2 Results for LC 1,Dead Load July 29, 2014 at 2:24 PM 2014-0247 Storefront Frame.r3d Company July 29, 2014 Designer 2.19 PM Job Number Checked By Hot Rolled Steel Properties Label E Iksl G jksi] Nu Therm(11 E...Density[kift... Yield[ksil Ry Fujksi] Rt _ 1 A36 Gr.38 . 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 , .3 .65 .49 50 1.1 .65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 111.54 .3 .65 A9 42 1.4 58 _ 1.3 5 A500 Gr.46 _ 29000 _ 11154 .3 _ .65 _ .49 _ 46 , 1.4 58 _ 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A jin2] lyy jin4] lzz[in41 J tin4] 1 Front Beam HSS18x6x8 Beam Tube A500 Gr.46 Typical 20.9 134 , 770 387 2 Rear Beam HSS18x6x6 Beam Tube •A500 Gr.46 Typical 16 106 602 302 3 Front Colu.. HSS6x6x8 Column SauareTube .A500 Gr.46 Typical . 9.74 48.3 48.3 81.1 4 Rear Colu.., HSS6x6x6 Column SquareTube A500 Gr.46 Typical 7.58 39.5 39.5 64.6 5 Outrigger Hss6x6x4 Beam SquareTube A500 Gr.46 Typical 5.24 28.6 . 28.6 45.6 Hot Rolled Steel Design Parameters Label Shape L-n•1 • u L. z i. .i . .. i .r• .. ,. , . • ion I, Front ColumnilMil Lateral 2 Front Colum Lateral Rear Column Lateral 4 M4 Rear Column 14.35 Lateral 5 M5 Front Beam 45,67 Lateral 6 M6 Rear Beam 45.67 Lateral 7 u • ri.•-r _,...._*2 Lateral i = • , .. t ►M Lateral 9 M9 Outriager 3.92 Lateral 10 M10 Outrigger 3.92 Lateral 11 M11 Outriaqer 3.92 Lateral 12 M12 Outrigger 3.92 Lateral 13 M13 Outrigger 3.92 Lateral 14 M14 Outrigger 3.92 Lateral 15 M15 Outrigger 3.92 Lateral 16 M16 Outrigger 3.92 Lateral 17 M17 Outrigger 42.65 Lateral Joint Coordinates and Temperatures Label X Iftl Y[fftl Z Iftl Temp IFl_ Detach From Diap... 1 N1 0 . 0 0 0 2 , N2 45.67 0 0 0 3 N3 0 14.35 0 0 4 N4 45.67 14.35 0 0 5 N5 0 0 -1.92 0 6 N6 45.67 0 -1.92 0 7 N7 0 14.35 -1.92 0 - 8 N8 45.67 14.35 -1.92 0 _ 9 N9 1.5 14.35 2 0 10 N10 4.17 14.35 2 0 _ - 11 N11 9.5 14.35 2 0 _ 12 N12 14.83 14.35 2 0 13 N13 20.16 14.35 2 0 14 N14 25.49 14.35 2 0 15 N15 30.82_ 14.35 2 0 _ _ 16 N16 36.15 _ 14.35 2 0 RISA-3D Version 11.0.2 [\...1...\...\...\...\Engineering-Structural\RISA12014-0247 Storefront Frame.r3d] Page 8 Company July 29,2014 Designer 2.19 PM Job Number Checked By: Joint Coordinates and Temperatures (Continued) La_b_gl X MI Y jftj _ Z[ft] Temp JFl Detach From DiaD... 17 N17 41.48 14.35 2 0 18 N18 _ 44.15 14.35 2 0 19 N19 1.5 14.35 0 0 20 N20 4.17 14.35 0 0 21 Nal 9.5 14.35 0 0 22 N22 14.83 14.35 0 0 23 N23 20.16 14.35 0 0 _ 24 N24 . 25.49 14.35 0 0 25 N25 30.82 14.35 0 0 26 N26 36.15 14.35 0 0 27 N27 41.48 14.35 0 0 28 N28 44.15 14.35 0 _0_ 29 N29 1.5 14.35 -1.92 0 30 N30 4.17 14.35 -1.92 0 31 N31 9.5 14.35 -1.92 0 32 N32 14.83 14.35 -1.92 0 33 N33 2(116 14.35 -1.92 0 34 N34 25.49 14.35 -1.92 0 35 N35 30.82 14.35 -1.92 0 36 N36 36.15 14.35 -1.92 0 37 N37 41.48 14.35 -1.92 0 38 _ N38 _ 44.15 14.35 -1.92 0 Joint Boundary Conditions Joint Label X k/in Y ini Z in R•t.k-' .• Y Ro.k- rad Z R. .k-ft/rad Ft, in. H N1 Reaction Reaction Reaction Reaction Reaction Reaction :-. .1 •--. •■ :-- '•1 :-. I./ :-. i• :.- I•n IIMIMReaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction __ Reaction HN8 Reaction Reaction Reaction __ Reaction Member Point Loads (BLC 5 : Lo-go) Member Label Direction Magnitude[k,k-ft] Location[ft.%1 1__ M17 I Y f -.2 I 22.83 Member Distributed Loads (BLC 1 : Sliding Glass Door) Member Label Direction Start Magnitudel...End Magnitude[k... Start Location[ft.%j End Location[ft.%1 1 M 7 Y _ -,083 -.083 7.5 22.5 *Z 7i Mng' -.083 -.083 23 38 Member Distributed Loads (BLC 2 : Sliding Door Motor/Track) Member L bel Direction Start M ni de...End ude k... _,Start Locationfft'%] End Locationfft.%1 1 1 _ M17 Y __ _-.025 .025 I 0 I 0 Member Distributed Loads (BLC 3 : Display Track) Member Label Direction Start Magnitudef...End Maanitudefk... Start Locationjft.%J End Location[ft.%1 1 Mil Y -.06 -.06 0 15 2 M17 Y _ ;06 -.06 30.67 45.67 RISA-3D Version 11.0.2 [1...\...1...1...1...\Engineering-Structural\RISA\2014-0247 Storefront Frame.r3d1 Page 9 Company July 29. 2014 Designer 2:19 PM Job Number Checked By' Member Distributed Loads (BLC 4 : Storefront Soffit) Member Label Direction Start Magnitude[.._End Magnitudejk... Start Location[ft.%) End Location[ft.%] 1 I M17 I Y -.042 -.042 0 _ - 1__ __ _____ 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint _ Point Distributed ArealMe...Surtace(Plate/Wall) 1 Sliding Glass Door DL _ 2 2 Sliding Door Motor/... DL 1 _ 3 Display Track DL 2 _ 4 Storefront Soffit DL - 1 5 Loao DL 1 6 Self Wt DL -1 Load Combinations Description Solve __ Pe-I. - B ..n : .n : : -•1 : ._n : - : - : F. ... [ 1 1 Dead Loadl Yes Y _mi��©surikorm��Qsmilm�EN Joint Deflections (By Combination) LC Joint Label X{in] Y jin] Z[in[ X Rotation jradt Y Rotation f radl Z Rotation[radl 1 1 N1 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 1 , N3 _ 0 0 _ 0 _ 9.292e-4 , 0 0 4 1 N4 0 0 0 8.663e-4 0 , 0 5 1 N5 0 0 0 0 0 _ 0 6 1 N6 O_ 0 0 0 0 0 7 1 N7 0 0 0 4.88e-4 0 0 8 1 N8 0 0 0 4.741e-4 0 0 9 1 N9 0 -.04 0 1.576e-3 0 -1.331e-3 10 1 N10 0 -.092 0 2.17e-3 0 -1.839e-3 11 1 N11 0 -.231 0 3.486e-3 0 -2.191e-3 12 1 N12 0 -.355 0 4.362e-3 0 -1,473e-3 13 1 N13 0 -.421 0 4.631e-3 _ Q__ -5.109e-4 14 1 N14 0 -.418 , 0 4.574e-3 0 6.419e-4 15 1 N15 0 -.345 0 4.104e-3 1.513e-3 16 1 N16 0 -.224 0 3.31e-3 0 2.092e-3 , 17 1 N17 0 -.087 0 2.02e-3 0 1.812e-3 18 1 N18 0 -.037 0 1.436e-3 0 1.283e-3 19 1 N19 0 -.008 0 1,029e-3 0 -6.661e-4 20 1_ N20 0 -.043 0 1.581e-3 0 -1.368e-3 21 1 N21 0 -.151 0 2.841e-3 0 -1.76e-3 22 1 N22 0 -.254 0 3.711e-3 0 -1.324e-3 23 1 N23 0 -.312 0 4.072e-3 0 -4.633e-4 24 1 N24 0 -.311 0 4.024e-3 0 5.188e-4 25 1 _ N25 0 -.249 0 3.566e-3 0 1.339e-3 26 1 • N26 0 -.147 0 2.713e-3 0 1.728e-3 27 1_.__ N27 0 -.042 0 1,492e-3 0 1.332e-3 - 28 1 N28 0 -.008 0 9.61e-4 0 6.494e-4 29 1 N29 , 0 -.002 0 5.432e-4 0 -2.637e-4 30 1 N30 0 -.019 0 1.052e-3 0 -7.796e-4 31 1 N31 0 -.091 0 2.289e-3 0 -1.312e-3 32 1 N32 0 -.172 0 3.166e-3 0 -1.099e-3 33 1 N33 0 -.223 0 3.57e-3 0 -4.08e-4 34 1 N.34 0 -.222 0 3.536e-3 0 4.303e-4 35 1 N35 _ 0 -.171 0 , 3.084e-3 0 1.102e-3 36 1 N36 0 709 _ 0 2.21e-3 0 1.296e-3 RISA-3D Version 11.0.2 [1...1...1...1...1...\Engineering-Structural\RISA12014-0247_Storefront Frame.r3d] Page 10 Company July 29,2014 Designer : 2:19 PM Job Number : Checked By: Joint Deflections (By Combination) (Continued) L oin L.bel X in Y(in] Z jinj X Rotation jrad] Y Rotation[radl Z Rotation(rad] Will 1 MINIIMENIMI 0 -.019 0 _ 1.016e-3 0 7.694e-4 38 1 N38 0 -.002 0 5.283e-4 0 2.645e-4 Member Section Forces LC Member Label Sec Axial[k] y Shear[kj z Shear[k] Torquejk-ft] y-y Mo... z-z Mo... 1 _. _ 1 M1 1 .238 0 209 0 -.995 0 2 2 .119 0 .209 0 -245 0 3 3 0 0 .209 0 .504 0 4 4 -.119 0 .209 0 1.253 0 5 5 -.238 0 .209 0 2.003 0 6 1 M2 1 .238 0 .195 0 -.928 0 _1_ 2 .119 0 .195 0 -.229 0 8 3 0 0 .195 0 .47 0 9 _ 4 -.119 0 .195 0 1.168 0 10 5 -.238 0 .195 0 1.867 0 11 1 M3 1 .185 0 .09 0 -.427 0 12 2 .093 0 .09 0 -.105 0 13 3 0 0 .09 0 .216 0 14 4 -.093 0 .09 0 .538 0 15 5 -.185 0 .09 0 .86 0 16 1 M4 1 .185 0 .087 0 -.415 0 17 2 .093 0 .087 0 -.102 0 18 3 0 0 .087 0 .21 0 19 4 -.093 0 .087 0 .523 .0 20 _5 -,185 0 .087 0 .835 0 21 __1 _____ M5 1 0 14.214 0 -2.003 0 65.72 22 2 , 0 2.705 0 -4.893 0 -8.215 23 3 0 -.06 0 ,271 0 -22.94 24 4 0 -2.545 0 4.799 0 -7.191 25 5 0 -13.311 0 1.867 0 63.087 26 1 M6 1 0 -4.231 0 -.86 0 13.859 27 2 0 2.148 0 -3.85 0 -2.344 28 3 0 -.042 0 .148 0 -15.318 29 4 0 -2.101 0 3.835 0 -2.001 30 5 0 3.899 0 .835 0 13.89 __3_1_, 1 M7 1 0 _ -.462 0__ _ 1.174 . 0 , .786 32 , _ 2 0 -.48 0 1.174 0 1.247 33 , 3 0 -.497 0 1.174 0 1.726 34 , 4 0 4.969 0 .74 0 1.263 35 5 0 4.952 0 .74 0 -3.598 36 , 1 M8 1 0 -1.257 0 .832 0 .087 37 , 2 0 -1.275 0 .832 . 0 1.328 38 _ 3 0 -1.292 0 .832 0 2.585 39 4 0 2.34 0 1.083 . 0 1.315 40 5 , 0 2.323 0 1.083 0 -.97 41 1 M9 1 0 -1.767 0 .762 0 -.292 _42_ _ 2 0 -1.784 0 .762 0 1.448 43 3 0 -1.802 0 .762 0 3.205 44 4 _ 0 -.256 0 .824 0 1.318 45_ 5 0 -.273 0 .824 0 1578 46 1 _ M10 1 0 -1.891 0 .263 0 -.403 47 2 0 -1.908 0 .263 0 1.459 48 3 0 -1.926 0 .263 . 0 3.338 49 4 0 -.793 0 .414 0 1.29 50 5 0 -.811 0 .414 0 2.076 51 1 M11 1 _ 9_____ -1.49_1 ___ __ __.0 .084 0 -216 Version 11.0.2 [\...\...\...\...1...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 11 Company July 29,2014 Designer 2:19 PM Job Number : Checked By: Member Section Forces (Continued) _ LC Member Label _ Sec Axialfkl v Shearfkl z Shearlkl Torauefk-ftl v-v Mo... z-z Mo... 52 _ 2 0 -1.508 0 _ .084 0 1.254 53 3 0 -1.526 0 .084 0 _ 2.74 54 _ 4 0 -.74 0 .102 0 1.188 55 5 0 - -.758 0 .102 0 1.922 56 1 M12 1 0 -1.528 0 -.217 0 -.274 57 2 0 -1.546 0 -217 0 1.233 58 3 0 -1,563 0 -.217 0 2,756 59 4 0 -.687 0 -.163 . 0 1.155 60 5 0 -.705 0 -.163 0 , t837 61 1 M13 1 0 -1.441 0 -.307 0 -.21_5_ 62 2 0 -t459 0 -.307 9 1.206 63 3 0 -1.476 0 -.307 _ _ 0 2.644 64 4 0 -.715 0 -.437 0 1.141 65 5 0 -.732 ___0 0 -,437 0 1.85 66 1 M14 1 0 -1.691 0 -.644 0 -.328 67 _ 2 0 -1.708 0 -.644 0 _ 1.337 68 3 0 -1.726 0 -.644 0 3.02 . 69 4 0 -.197 0 -.794 0 1.201 70 5 0 -.215 0 -.794 0 1.403 71 1 M15 1 0 -1.122 0 -.848 _ 0 .082 72 2 0 -1.14 0 -.848 _ 0 1.19 73 3 0 -1.157 0 -.848 0 2.316 74 4 0 2.202 0 -1.034 0 1.184 75 5 0 2.184 _ , 0 -1.034 0 _ -.965 76 1 M16 1 0 -.31 0 -1.12 0 .773 77 2 0 -.327 0 -1.12 0 1.085 78 3 0 -.345 0 -1.12 0 1.414 79 4 0 4.67 0 -.708 0 1.129 80 5 0 4.652 0 -.708 0 -3.439 81 1 M17 1 0 .462 0 -.786 0 1.174 82 2 0 .196 0 -.58 0 -1.109 83 3 0 .068 0 .038 0 -1.352 84 4 0 -.16 0 .526 0 , -.921 85 _ 5 0 -.31 0 .773 0 1.12 Member Section Stresses LC Member Label Sec Axial[ksil y Shearlks']z Shear[ksily top Ben..,y bot Ben...z to Ben....z bot Ben... 1 1 M1 1 .024 0 .049 0 . 0 -.741 .741 2 2 .012 0 .049 0 0 -.183 .183 3 0 0 . .049 0 0 .376 -.376 4 4 -.012 0 .049 0 0 .934 -.934 5 5 -.024 0 .049 0 0 1.493 -1.493 6 1 M2 1 .024 0 . .045 0 0 -.691 .691 7 2 .012 0 .045 0 0 -.171 .171 8 3 0 0 .045 0 0 .35 -.35 9 4 -.012 0 .045 0 0 .871 -.871 10 5 -.024 0 .045 0 0 1.392 -1.392 ' 11 1 M3 1 .024 0 .026 0 0 -.389 .389 12 2 .012 0 .026 0 0 -.096 .096 13 . 3 0 0 .026 0 0 .197 -.197 ' 14 4 -.012 0 .026 0 0 .49 -.49 15 5 -.024 0 .026 0 0 .784 -.784 16 1 M4 1 .024 0 .025 0 0 -.378 .378 17 __ 2 .012 0 .025 0 0 -.093 .093 18 3 _ 0 0 .025 0 0 .192 -.192 19 _ 4 -.012 0 .025 0 0 .476 -.476 RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d) Page 12 Company July 29,2014 Designer 2:19 PM Job Number Checked By: Member Section Stresses (Continued) LC Member Label Sec _ Axialfksil v Shearfksilz Shearfksily too Ben...v bot Ben...z too Ben...z bot Ben... 20 5 -.024 0 .025 0 0 .761 -.761 21 , 1 M5 1 0 .92 0 -9.218 9.218 0 0 22 2 0 .175 0 1.152 -1.152 0 0 23 _ 3 0 -.004 0 3.218 -3.218 0 0 24 4 0 , -.165 0 1.009 -1.009 0 0 25 5 0 -.862 0 -8.849 8.849 0 0 26 1 M6 1 0 -.358 0 -2.486 2.486 0 0 27 _ _ 2 0 .182 0 .42 -.42 0 0 28 3 0 -.004 0 2.748 . -2748 , 0 0 29 4 0 -.178 0 ,359 -.359 0 ._ 0 30 5 0 .33 0 -2.492 2.492 0 0 31 1 M7 1 0 -.187 0 -.989 .989 0 0 32 2 0 . -.194 0 -1.57 1.57 0 0 33 3 0 -.201 0 -2.173 2.173 0 0 34 4 0 2.012 0 -1,59 1.59 0 0 35 5 0 2.005 0 4.529 -4.529 0 0 36 1 M8 1 Q -.509 0 -.109 .109 0 0 37 2 0 , -.516 0 -1.671 1.671 0 0 38 3 0 . -.523 0 -3.254 3.254 0 0 39 4 0 .947 0 -1.655 1.655 0 0 40 5 0 .94 0 1.221 -1.221 0 0 41 1 M9 1 0 -.715 0 . .367 -.367 0 0 42 2 0 -.722 0 -1.823 1.823 0 0 43 - 3 0 -.729 0 -4.034 4.034 0 0 44 4 0 -.104 0 -1.659 1.659 0 0 45 5 0 -.111 0 -1.986 1.986 0 0 46 1 M10 1 0 -.765 0 .507 -.507 0 0 47 2 0 -.772 0 -1.837 1.837 0 0 48 3 0 -.78 0 -4.201 4.201 0 0 49 4 0 -.321 0 -1.624 1.624 0 0 50 5 0 -.328 0 -2.613 2.613 0 0 51 1 M11 1 0 -.603 0 .271 -.271 0 0 52 2 0 -.61 0 -1.578 1.578 0 0 53 3 0 -.618 0 . -3.449 3.449 Q _ 0 54 4 0 r -.3 0 -1.495 1.495 0 0 55 , 5 0 -.307 0 -2.419 2.419 0 0 56 1 M12 1 0 , -.619 0 .344 -.344 0 0 57 2 0 , -.626 0 -1.552 1.552 0 0 58 _ 3 0 -.633 0 -3.469 3.469 0 0 59 4 0 -.278 0 -1.453 1.453 0 0 60 5 0 -.285 0 -2.312 2.312 0 0 61 . 1 M13 1 0 -.584 0 .271 -.271 _ 0 0 62 2 0 - -.591 0 -1.518 1.518 0 0 63 3 0 -.598 0 -3.329 3.329 0 0 64 _ 4 0 -289 0 -1.437 1.437 0 0 65 _. 5 .0 1296 0 -2,329 2.329 0 0 66 1 M14 1 0 -.685 0 .413 -.413 0 0 67 2 0 -.692 0 -1.684 1.684 0 0 , 68 3 _ 0 -.699 0 -3.802 3.802 0 0 69 _ 4 0 -.08 0 -1.512 1.512 0 0 70 , 5 0 -.087 0 -1.766 1.766 0 0 71 , 1 M15 1 0 -.454 0 -.103 .103 0 0 72 2 _ 0 -.461 0 -1.498 1.498 0 0 73 3 0 -.468 0 -2.915 . 2.915 0 0 74 _ 4 0 .891_ 0 -1.491 1.491 0 0 75 _ 5 0 .884 0 1.214 -1.214 0 0 76 _ 1 _ M16 _ 1 _ 0 _ -.125 0 -.973 _ .973 _ 0 0 RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247 Storefront Frame.r3d] Page 13 Company July 29, 2014 Designer 2:19 PM Job Number Checked By Member Section Stresses(Continued) LC Member Label Sec Axial[ksiLy Shear[ksi]z Shear[ksilv top Ben...v bot Ben...z too Ben...z bot Ben.,. 77 2 0 -.132 0 -1.366 1.366 0 0 78 3 0 -.14 0 -178 1.78 0 0 79 4 0 1.89 0 -1,421 t421 _ 0 _ 0 80 , 5 0 1,883 0 4.328 _ -4.328 0 0 _ 81 1 M17 1 0 .187 0 -1.477 1.477 0 0 82 2 0 08 _ 0 1.395 -L395 _ 0 0 83 3 0 028 0 1.702 . -t702 0 _ 0 84 4 0 -,065 0 1,159 -1.159 0 _ 0 85 5 _ 0 _ -.125 _ 0 -1.4Q9 _ 1,400 0 _ 0 Member Section Deflections LC Mmb eer Label Sec x jin] y[in] z[in] x Rotate[rad] IN Uy Ratio In)Uz Ratio 1 1 M1 1 0 0 0 0 NC NC 2 2 0 0 -.008 0 , NC NC 3 3 0 0 -.02 0 NC 8609982 4 . 4 0 0 -.022 0 NC 7675.131 5 5 0 0 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC 7 . 2 . 0 0 -.007 0 NC NC 8 3 0 0 -.019 0 NC 9234.25 9 4 0 0 -.021 0 NC 8231.617 10 5 0 0 , 0 0 NC NC 11. 1 M3 1 0 0 0 0 NC NC 12 2 0 0 -004 0 NC NC 13 3 0 _ 0 -.011 0 NC NC 14 . 4 . 0 0 -.012 0 NC NC 15 5 0 0 0 0 NC NC 16 1 M4 1 0 0 0 0 NC NC 17 2 0 0 -.004 0 NC NC 18 3 0 0 -.01 0 NC NC 19 4 0 0 -.011 0 NC _ _ NC 20 5 0 0 0 0 NC NC 21 1 M5 1 0 __ 0 0 9.292e-4 NC NC 22 2 0 -.191 0 3.154e-3 2874.087 NC 23 3 0_ -.319 0 4.048e-3 1715.84 NC 24 4 0 -.186 0 3.017e-3 2946.182 NC 25_ 5 0 0 0 8,663e-4 NC NC 26 1 , M6 1 0 0 0 4.88e-4 NC NC 27 2 0 -.122 0 2.604e-3 4505.843 NC 28 3 0 -.229 0 3.553e-3 2393,38 NC 29 4 0 -.12 0 2.521e-3 4571.846 NC 30 5 0 0 0 4.741e-4 NC NC 31 1 M7 1 0 -.04 0 1.331e-3 1213.921 NC 32 2 0 -.023 0 1.005e-3 2221.28 NC 33 3 . 0 -.008 0 6.794e-4 6992.867 NC 34 4 0 -.003 0 4.691e-4 NC NC 35 5 0 -.002 0 2 637e-4 NC NC • , 36 1 M8 1 . 0 -.092 0 1.839e-3 643.434 NC 37 2 0 . -,066 0 1.608e-3 987.125 NC 38 3 0 -.044 0 1.378e-3 , 1843.021 NC • 39 4 0. -.03 0 1.08e-3 4243.94 NC_ _ . 40 5 0 -.019 0 _ 7.796e-4 NC NC 41 1 M9 1 0 -.231 0 2.191e-3 335.209 NC 42 2 0 -.19 0 1.98e-3 475.596 NC 43 3 0 1152_ 0 1.768e-3 769.762 NC 44 4 0 -_12 0 1.54e-3 1628.327 NC RISA-3D Version 11.0.2 [1...1...1...1...1...1Engineering-Structural\RISA12014-0247_Storefront Frame.r3d] Page 14 Company July 29. 2014 Designer 2 19 PM Job Number Checked By: Member Section Deflections (Continued) LC Member Label Sec x[in) y[in] z[in) x Rotate[rad] (n)Uy Ratio (n)Uz Ratio • 45 5 0 -.091 0 1.312e-3 NC NC 46 1 M10 1 0 -.355 0 1.473e-3 257.025 NC 47 2 0 -.304 0 1.4e-3 358.664 NC 48 3 0 -.255 0 1.327e-3 567.144 NC 49 4 0 -.212 0 1.214e-3 1180.644 NC _ 50 . 5 0 -.172 0 1.099e-3 NC NC 51 1 M11 1 0 -.421 0 _ 5.109e-4 237.33 NC 52 2 0 -,_366 0 4.876e-4 327.966 NC 53 3 0 -.314 0 4.642e-4 512.454 NC _ 54 _ 4 0 -.267 0 4.362e-4 106a457 NC 55 5 0 -.223 0 4.08e-4 NC NC _ 56 1 M12 1 0 -.418 0 -6.419e-4 240.033 NC 57 2 0 -.364 0 -5.816e-4 331.749 NC 58 3 0 -.313 0 -5.212e-4 518.627 NC 59 4_ , 0 -.266 -4.755e-4 1071.653 NC 60 5 0 -.222 0 -4.303e-4 NC NC 61 1 M13 1 0 -.345 0 -1.513e-3 270,032 NC 62 2 0 -.296 0 -1.428e-3 374.455 NC 63 . 3 0 -.251 0 -1.343e-3 587.529 NC 64 4 . 0 -.209 0 -1.223e-3 12'[8849 NC 65 5 0 -.171 0 -1.102e-3 NC NC 66 1 M14 1 0 -.224 0 -2.092e-3 351.175 NC 67 2 0 -.184 0 -1.914e-3 497.45 NC 68 3 0 . -.148 0 -1.735e-3 803.787 NC 69 4 0 -.118 0 -1.516e-3 1695.631 NC 70 5 _ 0 -.09 0 -1.296e-3 NC NC 71 1 M15 1 _ 0 -.087 0 -1.812e-3 683.936 NC 72 2 - 0 -.064 0 -1.577e-3 1043.381 NC 73 3 0 -.043 0 -1.341e-3 1930.187 NC 74 4 0 -.029 0 -1.056e-3 4407.094 NC 75 5 0 -.019 0 -7.694e-4 NC NC 76 1 M16 . 1 0 -.037 0 -1.283e-3 1321.151 NC 77 2_ 0 -.021 0 -9.727e-4 2391.568 NC 78 3 _ 0 -.008 0 -6.62e-4 7293.243 NC 79 4 0 -.003 0 -4.609e-4 NC . NC 80 5 0 -.002 0 -2.645e-4 NC NC 81 1 M17 1 0 -.04 0 1.576e-3 NC NC _ 82 2 0 -.301 0 3.924e-3 1955.875 NC 83 3 0 -.43 0 4.602e-3 1307.486 NC 84 _ 4 0 -.291 0 3.706e-3 2024.681 NC 85 _ 5 _ 0 -.037 0 1.436e-3 . NC NC Member AISC 14th(360-10): ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc[ft Shear...Loc[ft ... Pnc/o... Pnt/o... Mnvy/...Mnzz/... Cb Eqn 1 HSS6x6x8 ,045 14.35 11 1 179.4 : 68.28 45.449 45.449 H1-lb IF,Zf I M HSS6x6x8 1• icuirmiron,79.4 : 68.28 45.449 45.449 sil H1-lb iggf mHSS6x6x6 1 11 r'n142.38: 208.79 36.267 36.267 mg H1-lb iningirm HSS6x6x6 .023 Kamm 208.79 36.267 36.2671 H1-lb a�nt ��HSS18x6.. r1'mn 1.903 rjrfigl575.68.101.671257.08.H1-1b f HSS18x6.. 1 � I�j, 4.282 :53.047 40.71. 68.551 198.32 • H1-1b �j HSS6x6x4 2.001 157 2.001 140.452 144.33 25.709 25.709 .53-H1-lb ivi8 HSS6x6x4 c 2.001 .108 2.001 140.45 4144.33 25.709 25.709 1.62:H1-1 b ��• HSS6x6x4 •l. 1:1 •. 140.45.144.33 25.709 25.709 1.37-H1-lb • i!1fl ,� 1 H SS6x6x4.111111511111111MillgrAlralliT.Th 140.45 MEE 25.709 25.709': H1-lb rigniring HSS6x6x4 y147 ;. llr1m •. m 140 45.111M,25.709 25.709 lE1 H1-lb rain ,� =HSS6x6x4 1 InlirinIMMI140.45.113E 25.709 25.709'H1-1b RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 15 Company July 29,2014 Designer Job Number 2:19 Checked By: Member AISC 14th(360-10): ASD Steel Code Checks (By Combination) (Continued) LC Member Shape UCMax Loft Shaer.. 0 ft • 'n .. . Mn./...Mn .. . E.n 13_ 1 M13 HSS6x6x4 .103 1.96 .051 1.96 140.452144.335 25.709 25.709 1.3.• H1-lb 14 1 M14 HSS6x6x4 ,117 1.96 .072 1.96 140.452144.335 25.709 25.709 1.38:H1-lb 15 1 M15 HSS6x6x4 •127 2.001 1 2.001 140.452144.335 25.709 25.709 1.661 H1-1b 16 1 M16 HSS6x6x4 .215 2.001 .48 2.001 140.452144.33 25.709 25.709+ . H1-lb 17 1 M17 _HSS6x6x4 1 +1.76' I. .11 16.411 144.335 25.709 25.709 H1-lb RISA-3D Version 11.0.2 [1...1...1...1...1...\Engineering-StructurallRISA12014-0247 Storefront Frame.r3d] Page 16 -B\ Project No Sheet No. Project: \ Date: Thorson Baker+Associates Project Site: _k_k h Prepared By: CONSULT,NG ENGINEERS kccL L )iLc - = " Bocz5 uz 2,5 p6i- VDC) L.C.Si4k.) CC-5V Afr->eiLl.t...r. 42- Lc-iv-A d JC1N4 A,. _) 0.?A:1 -1- 4%61".. kx-IV 26-.ARA 0c) QVZ) :)•/ (6.3) ; .4 \-):4 .LiCtO VI)/ 0 4A4% INA mtv..1-- 36,to iok-s4 "7 5% r.mvi=. 5 =" I9c) \wcAzzibits Fc79- EMAc t B\ Protect Nc Soee t NG. Project. Date: Thorson•Baker+Associates Project Site " . _.. 1 `I •) Prepared By: CONSULTING ENGINEERS r '1 u_L 9, g. WT=1l121100 !? I? L4) 11■ zioAkkm V Ir1 M \t 38 AC1\" 12_0/6 JcasT c3csr & t:)Vi+ JCL •t;.,\l= 9 la K --5, 109 i j 1 '.-A26.-CS 2r/ lb M a C,, 34"-t` oR\G= d;o 0/1 t \ru l,EA -""" Vic - 1Z' etr-gf FOC "cAk t-\0. y ,-+, �� = 4 A1--- 990 N ( 1 D311k Project No: '1C-A4 L' / Sheet No. Project: Date: fhorson.Baker+Associates Project Site: 1.1-1*L7....%V.t." - Prepared By: t CONSULTING ENGINEERS • = 4 rik vAl zs 3.23t1-.)-v OS PI = _ 1 14. IN■Fj- LBIL)) II 0.6k).-32- -F3) 44IP WAD k_9_,S' rvEci 0 . C IL 6' E;A ;FM.CA;Nt.itsacivt.C.'....".•31) - .4, , -7C5rtC>11.Civ\ CA:1C*X.) k21 1c 3 RTU Restraint ASCE 7-05 Project No: 2014-0247 Date: 0-Jan-00 Project: Apple Prepared By: PF Thorson • Baker+Associates Project Site: Tigard, OR Principal: DLN C O N S U I L I N G ENGINEERS P u-I CV'-lczts-r CPS' F, (From Wind Uplift Determined Below) max length 122 in Fh RTU weight= 68 (From Wind or Seismic 2360 lbs Determined Below) Applied Lateral Forces: Wind Force-based on ASCE 7-05 Eq:(6-281: 84 in V= 95 mph Exposure: B B= 500 ft h= 25 ft C1= 1.3 Ar 58 ft2 G= 0,85 K2= 0.70 Kr= 1.0 Kd= 0.85 1= 1.00 qz =(0.00256)KZKZtKdV21= 14 Fh=(1.9)qz G Cf Af= 1674 lb Factor= 0.1 Bh= 1250 ft2 which is > Ai= 58 ft2 Florida project ❑ and h < 60 ft,therefore multiply by: 1.9 Seismic Force-based on ASCE 7-05 Eq(133-1): Sos 0.706 ap= 2.5 Rp 6.0 Ip 1.0 Wp= 2360 lbs Fh=(0.4)(ap)(Sos)(Wp)(1+2z/h))I(Rpllp) therefor Fh=(.5)(Sos)(Wp)= 500 lb(Ult.) Fr= 350 lb(Allow) F,_.2SosWp F,= 333 lb(Ult.) F,= 233.1 lb(Allow) Shear: Wind Shear Yields: 1674 lb Wind Controls Fh=Shear=1674 lb total Seismic Shear Yields: 350 lb Pullout: Moment= 4,743 ft lb Tension= 678 lb per side (from overturning) Wind uplift pressure @ 25 ft height= 20 psf F,=Tension= 712 lb per side (from wind uplift) Fgwnd) ### lb Total Net Tension= 681 lb per side (-0.6 x 112 RTU wt.) Fasteners: #10-16 TEK Screw Properties in 16 GA Material(dip material and assumed curb material): Total#of clips(1/2 ea side)= 16 Shear,"= 1366 lb./3(FS)=Shear,"= 455 lb./screw #of screws/clip(ea leg)= 4 Pullout,"= 583 lb./4(FS)=PUllouta1= 146 lb./screw Total#of screws(ea leg)= 64 Check Shear: 64 screws x 455 lb.I screw=29120 lb. > 1674 lb OK (16)clip angles w/(4)#10-16 Check Pullout: 32 screws x 146 lb./screw=4672 lb. > 681 lb OK screws,(64)screws total(ea.leg) - fastening RTU to curb is sufficient to Check Combined Forces: V NALL+T/TALL<_ 1.0 resist lateral forces on the RTU. 1674 lb/29120 lb+681 lb/4672 lb=0.2 <_ 1 OK 12 1/2-25 Ton Packaged Unitary Gas/Elec Rooftop CTO 0 Apple-Tigard,OR(Washington Square Mall) TRANS' Tag RTU-1 Quantity 1 Model number YHD150 Unit Information Tonnage 12.5 Ton Unit function Gas/Electric Min.Unit Operating Weight 1958.0 lb Max Unit Operating Weight 2360.0 lb Design Airflow 4400 cfm Cooling Information Gross Total Capacity 139.72 MBh Gross Sensible Capacity 119.47 MBh Gross Latent Capacity 20.25 MBh Net Total Capacity 132.37 MBh Net Sensible Capacity 112.12 MBh Net Sensible Heat Ratio 0.85 Number Cooling Entering Dry Bulb 79.40 F Cooling Entering Wet Bulb 83.20 F Cooling Leaving Unil DB 56.34 F Cooling Leaving Unit WB 52.85 F Ambient Temp 95.00 F • Heating Information Heating capacity Gas Heat-Low Output Htg Capacity 122.00 MBh Output Htg Capacity w/Fan 129.35 MBh Heating EAT 61.00 F Heating LAT 86.56 F Motor/Electrical Information Voltage 208-230/60/3 Design ESP 1.000 in H2O Indoor Motor Power 1.74 kW Indoor Mtr.Operating 2.33 bhp Power Indoor RPM 728 rpm Outdoor Motor Power 1.12 kW Compressor Power 9.41 kW System Power 12.26 kW MCA 63.00 A MOP 80.00 A Compressor 1 RLA 25.00 A Compressor 2 RLA 14.50 A Evaprator Fan FLA 10.80 A Condenser Fan FLA 3.20 A LEED Information ASHRAE 90.1 Yes Refrig charge(HFC-410A)- 8.4 lb Refrig charge(HFC-410A)- 5.8 lb ckt 1 ckt 2 Compressor Power 9.41 kW Outdoor Motor Power 1.12 kW Rated capacity(AHRI) 140.00 MBh Exhaust fan power 0.56 kW Indoor Mtr.Operating 2.33 bhp SEER @ AHRI Power Page 1 of 2 12 1/2-25 Ton Packaged Unitary Gas/Elec Rooftop-CTO 0 Apple-Tigard,OR(Washington Square Mall) TRANS' Tag RTU-1 Quantity 1 Model number YHD150 Page 2 of 2 Rtuk CTRANE' 12 1/2 -25 Ton Packaged Unitary Gas/Elec Rooftop - CTO Job Information Name Apple -Tigard, OR Tag RTU-1 (Washington Square Mall) Address Quantity 1 Sales Team San Francisco Main Model Number YHD150F3RLB-- Office D6C1A1B2000E0000 01000000000 Comments General Unit function Gas/Electric Unit controls Reliatel Design Airflow 4400 cfm Fresh air selection Econ-Dry Bulb 0- 100%w/ bar ref Tonnage 12.5 Ton Cooling Entering Dry 79.40 F Bulb Cooling Entering Wet 63.20 F Ent Air Rel Humidity 40.53 0/0 Bulb Ambient Temp 95.00 F Heating capacity Gas Heat- Low Heating EAT 61.00 F Supply Single zone VAV fan/drive/type/motor standard motor Voltage 208-230/60/3 Design ESP 1.000 in H2O Evaporator Rows 3 Evaporator Face Area 26.00 sq ft Evaporator Fin Spacing 180 Per Foot Evaporator Face 169 ft/min Velocity Min. Unit Operating 1958.0 lb Max Unit Operating 2360.0 lb Weight Weight Rated capacity (AHRI) 140.00 MBh ASHRAE 90.1 Yes Main Cooling Evap Coil Leav Air 54.26 F Evap Coil Leav Air 51.97 F Temp (DB) Temp (WB) Cooling Leaving Unit DB 56.34 F Cooling Leaving Unit 52.85 F WB Gross Total Capacity 139.72 MBh Gross Sensible Capacity 119.47 MBh Gross Latent Capacity 20.25 MBh Net total Capacity 132.37 MBh Net Sensible Capacity 112.12 MBh Net Sensible Heat Ratio 0.85 Number Fan Motor Heat 7.35 MBh Dew Point Temp 50.22 F Refrig charge(HFC- 8.4 lb Refrig charge(HFC- 5.8 lb 410A) - ckt 1 410A) -ckt 2 Saturated Discharge 115.18 F Saturated Suction 49.02 F Temp Circuit 1 Temp Circuit 1 Saturated Discharge 115.13 F Saturated Suction 49.02 F Temp Circuit 2 Temp Circuit 2 Main Heating Output Htg Capacity 122.00 MBh Output Htg Capacity 129.35 MBh w/Fan Heating LAT 86.56 F Heating Temp Rise 25.56 F Motor/Electrical Field Supplied Drive Kit High Static Drive Kit Component SP Add 0.238 in H2O Required Total Static Pressure 1.238 in H2O Indoor Mtr. Operating 2.33 bhp Power Indoor RPM 728 rpm Indoor Motor Power 1.74 kW Outdoor Motor Power 1.12 kW Compressor Power 9.41 kW System Power 12.26 kW EER @ AHRI Conditions 12.1 EER MCA 63.00 A MOP 80.00 A Compressor 1 RLA 25.00 A Compressor 2 RLA 14.50 A Condenser Fan FLA 3.20 A Evaprator Fan FLA 10.60 A Page 1 • TRANE• Exhaust fan power 0.56 kW IEER Rating 14.20 DX cooling Condenser coil Std cond coil w/hail Through the base Through the base protection guard provisions electric Disconnect sw/circuit Unit mounted non- Convenience outlet Powered cony. outlet breaker fused disconnect option (factory) Communications Lontalk(R) System monitoring CF, FF and options communications controls - 1 condensate overflow interface switch Advanced unit controls Human Interface Field installed accessories Roof curb Roof curb Power exhaust Power exhaust Page 2 • WNW" I I NOTES 1.GAS COMMOTION PPE SIZE 1/2" 2 THRU-THE-BASE GAS AND ELECTRICAL IS MDT STANDARD ON ALL UNITS(SELECTED OPTION:SEE ACCESSORY SHEET) 3.VERFY WEIGHT,CONNECTION.AND ALL I]MENSION WITH h ,,, / INSTALLER DOCUMENTS BEFORE INSTALLATION o a (-T,4--5,-re,, 0 DOWNFLO W CONDE NSATE DRAIN OONNI"NPT �`. 8411/18" GAS CONNECTION(SEE NOTE 1) 411 . . 1211Y18" 337911* dI • 815/18" IIV 7/8"DIA HOLE ------�T( (U N I T CONT RO L WI IE) 2111W 84 3'18" 3"DIA.HOLE (WIT POWER WIRE) PACKAGED GAS/ELECTR IC-DOVNV FL ON ISO IETRIC DRAWING 4 1/4—19 1918" -=,—283/4" 267!18'- - a 4 V4" 1 SUPPLY `J Ht I U I$I 88 11!18' 78 5A 8" 1`l(��lUi� ,,�111�I I p ,a PACKAGED GAS/ELECTRIC-DOWNFLOW PLAN VIEW DRAWING Page 3 Location: Record Type: Inspection Type: Result: Comments: Inspection Date: Record ID: Inspector: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 9589 SW WASHINGTON SQUARE RD B09, TIGARD, OR, 97223 Commercial - Building 299 Final inspection PASS - C of O BUP2014-00160 Jeff Grove Violation Summary: Inspector Contractor