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Report (22) • mac \ 5 • • sw muk J, __" =PA E •• • November 19, 2018 • Rebecca Grant OFFICE COPY • DOWA IBI Group 907 SW Stark Street • Portland, Oregon 97205 • Project: TTSD Templeton Elementary RECEIVED • Project Number: 16-1920 1 • JAN 7 2019 Subject: Submittal Review CITY OF TIGARD • Dear Rebecca: BUILDING DIVISION • • Mechanical submittal number 230548-004 data received November 14, 2018 has been reviewed by this office • with the following disposition: • Item Manufacturer Action • • 230548 VIBRATRION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT • Calculations Gripple No Exceptions Taken • The above submittal data has been reviewed only for conformance with the design concept and for compliance • with information given in the Contract Documents, and this review does not extend to means, methods, • techniques, sequence of construction, dimensions, quantities, or safety precautions thereto. Review does not • relieve the Contractor from responsibility for variations from the requirements of the Contract Documents. • Sincerely, • • • Andrew Comstock • ACC/kes • • • • • • • • • Explanation of Action: • No Exceptions Taken No deficiencies have been noted. Do not include again in subsequent submittals. • Make Corrections Noted tai;or deficiencies have been noted for correction. Do not resubmit. Revise and Resubmit Significant deficiencies have been noted which require correction. Resubmit corrections for review. • Not Reviewed This is either an item that is not a required submittal per the specifications or has been previously reviewed and was not required to be resubmitted. • • TTSD Templeton Elementary - 16-1920 pae-engineers.com I 1 • • • • Transmittal of Submittal Page 1 • Triplett 806--Templeton Elementary School • Wellman • CONTRACTORS • • To: Dull Olson Weekes Architects Spec Section Num: 230548 • Attn: Raymond Martin Submittal: 230548-004 907 SW Stark Street Revision: • Portland,OR • 97205 Date: 11/14/2018 • Submittal Title: Vibration and Seismic Controls-Resub Submittal Detail: • • We are transmitting the following Submittal(s) for your review. • 230548-004 Vibration and Seismic Controls - Resub • • Please review and respond to May Nguyen by 11/21/2018. • • • • • • • • • • • Sincerely, • • • • MayNguyen • • CC: • Tim McCullaugh • May Nguyen • • • • • • • • • • • • TriplettSubmittal Stamp Page • Wellman • • CONTRACTORS • • General Contractor Stamp: Project Name Triplett • Templeton Elementary School Wellman • • REVIEWED 0 REJECTED • 0 MAKE CORRECTIONS 0 NOT REVIEWED • BY May Nguyen DATE 11/14/2018 • SUBMITTAL# 230548-004 SPEC 230548 • This review is only for general conformance of the project and general • compliance. Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications. Contractor is responsible for all • dimensions and fabrication to be confirmed and correlated at the job site • Architect Stamp: • • • • • • • • • • • Consultant Stamp: • • • • • • • • • • • • • • • • • • • • 230548 VIBRATION AND SEISMIC CONTROLS • 2. 12 SEISMIC RESTRAINTS • • • • • • • • JOHNSON • AIR PRODUCTS •• / •• • • ReSUBMITTAL • Seismic Restraints by Gripple • • • • Project: Templeton Elementary School • Project Address: 9500 SW Murdock St • Tigard, OR • Architect: Dull Olson Weekes - Architects • Engineer: PAE Consulting Engineers, Inc. • General Contractor: Triplett Wellman Contractors • Mechanical Contractor: Robert Lloyd Sheet Metal • Date: 6/1/2018 • • • • • • • • • • • • • HVAC EQUIPMENT SEISMIC • BRACING/VIBRATION ISOLATION • • SUBMITTAL • • • • FOR • • • • Templeton Elementary School • 9500 SW Murdock Street, • Tigard, Oregon, 97224 • • • • • • Seismic Bracing Engineer is providing design for specific bracing of non- structural elements pertaining to this project. Our scope of services includes only the design of items addressed in calculations for compliance • with current building code requirements. All other items not addressed in • calculations are the responsibility of OTHERS for determining compliance. 0 • • Ar. • • Millwrotrfiro • • Revision 1 (11-13-2018) • List of changes: 1. RTU weights and calculations revised PED PROA- • on sheets 33 through 36. '> • 9z. "tf; ,066 • •REGON • 25 • • • • • • • • • • TABLE OF CONTENTS FOR STRUCTURAL CALCULATIONS • • Section Page No. • I • Details & Plans 3-11 • Design Criteria & Duct Bracing -1 : • Equipment 19-51 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • M • 7-Jan-2019 23:12 Global Contact - Intl Publishing Corp 866-274-63 Fax p.1 • • • Please return form no later than January 31st, 2019 Toll Free Fax: 1-866-274-6399 • ITSMCA/ NAFTA Register / The Directory of U.S. Companies *PROOF COPY* • The Natt.fl Rcgistalo TSRN#0-9651 569-0-7 Library of Congress Catalog Card Nitahn•:96-09133+1 • Publiabed by:Global Contact Int'l.Publishing I li West Main St. • Murlloii,NJ 08053 Phnnc:856-98S-I I liO Fax: I-Rai-271-6399 • • Attn: Bruce Thomas, Owner& CEO • Please review the information below and make any necessary corrections, additions, or • deletions on this form. Please limit your description line to 55 characters per line. 'l'his is the information we • will be using for your company listing in our directories. • • Yes Graphics Printing Co.,Inc. • 130 W Cleveland St Woodburn, OR 97071-4728 • Contact Name: Bruce Thomas, Owner&CEO • Telephone: 503-981-8235 Fax: 503-981-7225 • Email:bnicewoodburnprinting.com • Web Sifr, te Address: `vtvrv.woodbtunprinting.com Product/Service Description: • Description Line# 1: Commercial printing& binding, including business cards, brochures, booklets& postcards& p1 • Description Line#2: Import/Export Description bine#3: • Description Line#4: • Description Line#5: Description Line#6: • Description Line#7: • Description bine#S: Description Line#9: • Description Line# 10: • • • * Authorized Signature: • Printed Contact Name: • • • • *TERMS&C ONr)TTTONS: By signing this firm you are authorizing to have your company published on the Internet.in Global Contact's directories.Aller this lona is subIIlilted,your company will i c. invoiced for your Listing in Global Contact's publications. 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The recipient may • ____'__ _ _____.__.._ .�__ _____�__.__.._ __.__� _.___r...____ r_.___ ___mai .ru____ a __.___i — • 5/29/2018 Design Maps Summary Report 1 2 • M Design Maps Summary Report •• User-Specified Input Report Title Templeton Elementary School • Tue May 29, 2018 19:08:54 UTC • Building Code Reference Document 2012/2015 International Building Code • (which utilizes USGS hazard data available in 2008) • Site Coordinates 45.41279°N, 122.77469°W Site Soil Classification Site Class D - "Stiff Soil" • Risk Category I/II/III • urs LIUSi 4 ' OIL Beaverton. red • t • • 1a 1igar • ` • • 4, shervvca • 44,4e, A Pro • _ cid a— z • • USGS-Provided Output • • Ss = 0.962 g SMS = 1.073 g SDs = 0.715 g • S1 = 0.420 g SM1 = 0.664 g SD1 = 0.443 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. • • hMCER Response Spectrum Design Response Spectrum • • 14 • 1 4S • • u �z • 033 3 ce.lo • )).11 )))* • Ciltn �NCCe I)10 e�3e el,�rl r+.6,) , II:,j 1.3-e I.4:e It., 1)4 n) ) re)®"+ (,3J r,.4' till Ut9) I)J 1.3e 1.4) It.. 1.W. 1,1. • Period.T We) Period,T<see) • Although this information is a product of the U.S. Geological Survey, we provide no warranty,expressed or implied,as to the • accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. • • • • https://prod02-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.412785&longitude=-122.77469&siteclass=3&riskcategory=0& • SIMPSON Anchor Designer"' Company: Date: 4/7/2016 SIMPSON n.1 Company: Date: 4/7/2016 1 v • g Engineer 1/4 Anchor Designer g Page: Engineer: Page: 2/4 Software Project Software Version 2.4.5940.18 Sarong Tie Version 2.4.5940.18 Project • ® phone: a Morels: Phorre: Phone: E-mail: E-mail: • 1.Drgiect IMormetion <Figure 1> .... ... Customer company: Project description: Customer contact name: Location: • • Customer e-mail: Fastening description: Comment 2.Inaed Data S Aostnr Parem atan ✓�; 1 J y • Design Coal Materiel (,�[Inch] ! i Snow I melhod.ACl 318-11 concrete ver m Cute,Soak of sand-lightweight Units Imperial units concrete over mere)deck / r • Anchor Information: Com:esi - presdv Cracked e strength,r.(l i):4000 r Minor type:Torque controlled expansion anchor W.v:1.0 Z :, ` /r Material Carbon Steel Supplemental condition:.B tension,B chem / �- • Diameter(inch):0.375 Supplementer reiMorcement.Not applicable t i, Nominal Embedment depth,he(i h):2. Anchor installed offset.No / Effective Embedment depth,he(mote):2.825 Code report ICC-ES ESR 3037 1932[Ib] or • Anchcategory:1 1 Anchor ductilityYes / i : " hon:Seo Figure 1 Y Con(inch):5.25 7 Al • Lon(Inah):7.88 8 i Load and Geometry rn \ Load factor source.ACI 318 Section 9.2 6 • Load combination:not set Seismicdesign:Yes 4 Ductility section for tension: a satisfied Dudkky section for sheer:0.3.3.5.3(b)Is satisfied • Du factor:riot sat 5---' 1230[Ib] 1=Min.1/2-(12 mm)for Strong-Bolt 2 • Min.3/4'(19 mm)for Titan HD,Glen HD Rod Hanger and BBMD 2.Min.1 1/2"(38 mm)for Strong-Bolt 2,Titan HD(excl.1/4")and Then HD Rod Hanger Min.3 1/4"(83 mm)for t/4"Titer HO and 85M0 3.Mae.3"(76 mm) • 4 a Min.20 gauge(0.889 mm)profile metal deck 5.Anchor 6.Max V(25 mm)offset for Strong-Bolt 2,Titan HD(excl.1/4")and Then HD Rod Hanger Max.1/4"(6 mm)offset for 1/4"Titin HD • Max.1 1/4"(32 mm)offset for BBMD 7.Lower flute(ridge) Min.1 3/4'width for 1/4'Titan HD. MM.4 1/2"width all other cases • eaUpper 31/2'widthfy) Shear Capacity: Min.31/2"width for t/4'Titan HD Min.4 1/2'width all other cases Recommended Ae o 1932/2.5 = 773 Anchor Name:Sbong-cm: oltm 2-3/8'0 CS Strong-Bolt 2,hno3"(76mm) Code Report ICC-ES ESR-3037 • , ,tiTension Capacity: > • 1230/2.5 = 492 • (Values divided by 2.5 to account for Omega Factor) • Input date and results must dl mbe aced ler agreement wMgawks.h existing circumstances,the gawksand guidelines must be checked for plausibility. Mead.arm results noel be checked for agreement with are existing circumstances,the eYrgarde end guidelines must be decked for plausibility. Simone/I.-Dna-Tin Company Inc. 5958 W.Les Posses Boulevard Pleasanton,CA 94586 Phone:925.560.9000 Fax:925.867.3671 www.stron0tie.corn Simpson Strong-Te Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 91508 Phone:925.5609000 Far:925 847.3671 www.ebmgtie.mm III • • • SIMPSON Anchor Designer1T Company, Date: 4/7/2016 SIMPSON Anchor Desi nerTM Company: Dare: 4/7/2016 Software Engineer: Page: 3/4 g Engine Page: 4/4 Strong6Tie Project: sl0DngaT1e Software Project: • Version 2.4.5940.16 Address: a Version 2.4.5940.19 Address: Phone: Phone: E-mail: E-mail: • y.Resulting Anchor Force( Anchor Tension load. Shear load x, Shear bad y, Shear load combined, Na.(b) V..(lb) V.,(b) Ouur.tamY Oh) • 1 1230.0 00 1932.0 1932,0 S.Steal Strength of Anchor In Shear(Sec 0.611 Sum 1230.0 0.0 1932.0 1932.0 V..(lb) {wn jr 4.5V.(ile) 2973 1.0 0.65 1932 • Maximum concrete compression strain(1a):0,00 Maximum concrete compression stress(psi):0 Resultant tension force(b):0 Resultant compression force(Ib):0 • Eccentricity of resultant tension forces M vans,e'w(inch):0.00 Eccentricity of resultant tension tomes In y-ads,e'n,(Inch):0.00 Eccentricity of resultant shear tomes In x-axis,e'v.(inch):0,00 • Eccentricity of resultant shear forces in y-axis,et.,(Inch):0.00 R • JeterecRest of Tensile and Shaer facet ISec.0.71 Tension Factored Load,Na(b) Design Strength.allo(Ib) Ratio Status 4.SWI St oma%of Anchor In Tension(Sec.D.5.11 Steel 1230 4200 0.29 Pass • Na.(b) { {Na(b) Pullout 1230 1230 1.00 Pass(Oovems) 5800 0.75 4200 Shear Factored Load,V.(lb) Design Strength,aVo(b) Ratio Status • Steel 1932 1932 1.00 Pass(Governs) 6 Pullout Strength or Anchor In Tension(Sae.D.5.31 Interaction check ALAS% V✓{V, Combined Ratio Permissible Status 0.754Nre.0.754P..o i.Nd(:/3,0007(Sec.0.4.1,Eq.0-13&Code Report) • (lb) Sec.D.7.3 1.00 1.00 200.0% 12 Feil ,i... 2. No(b) Po(psi) { 0.75{Nn, 1.0 1.00 2185 4000 0.50 0.65 1230 FAILI Selected anchor type and embedment do not meat the selected design criteria. • 22.21.lmloo. -Determination of concrete breakout strangers in tension and shear,side-race-blowout strengh,and pryout strength is not required for anchors Installed in the soffit of concrete over metal deck.Refer to ICC-ES ESR code report. I• -Concrete breakout strength In tension has not bean evaluated against applied torsion loads)per designer option.Refer to ACI 318 Section D.4.2,1 for conditions where calculations of the concrete breakout strength may not be required. • -Per designer Input,ductility requirements ler tension have been determined to be satisfied-designer to veiny. -Per designer Input,ductility requirements for shear have been determined to be satisfied-designer to verify. • -Designer must exercise own judgement to determine R this design Is suitable. -Refer to manufacturers product literature for hob cleaning and installation instructions. • • • • • hoot data and resals mustchecked be checked for agreement with the exiling dmY reusrcthe o sannwes and guide.,must ed t be checkfor biteable,/ hqutdete and results must be checked for agreement with the eggingalraanwthe and guidelines nes be decked ler plausibility. .r ,unlpor,I. 5958 W.Las Poaoas Boulevard Pleasant ,CA 80588 Phuw:925.580.9000 Fax:92.5.807.3871 wove abagtie.cam Simpson Strongiie Company My 5956 W.Las Pashas Boulevard Pleasanton,CA 94588 Mone:925,560.8000 Fax:925.847,3871 www.etrmgse.mm • •• Company: Date: 4/72016 Company: Date: 4/7/2016 14 SIMPSON Anchor Designer'. Engineer: Page: 1/4 SIMPSON Anchor Designer^ Strupp+. : Software Engineer Page: 2/4 • T `varslnn z 4 5940.zo tll StrongTie®vers on softwa4.940 20 ntlaresa: Phone: Phone: E-mail: E-mail: • 1.Proiect itdormatio0 <Figure 1> Customer company: Project description: Customer contact name. Location: • • Customer e-mail. Fastening descnption: Commen .Ib] - J 2.tuned Dm 8 Aneher ParerMers 1 .v� //J : • General Base Material 8.w[inch] /l (, Design melhod:ACI 318-11 Concrete:Lower flute,Soffit of sand-lightweight Units:Impanel units concrete over metal deck / • State.oap Cessiv ed _- / Anchor Infgmulion: Compressive strength.4.(psi)4000 rr Anchor type Toque controlled expansion ander Wcv 10 ''°�se� i Material:Carbon Steel Reinforcement condition:6 tension,B shear 2 ,.. • Diameter(inch)0.500 Supplemental reinforcement:Not applicable 4 / Nominal Embedment depth(Inch):4.500 Anchor metalled offset.No j Effective Embedment depth,he(Inch):4.000 2678[Ib] ' Er/ , Code report ICC-ES ESR-3037 • Mdror category. / �,-.__, Anchor tae r vee See Fig re 1 Cmc(inch):8.00 7I • B...(Incl):12.00 i Load and Geometry 8 Load tactor source:ACI 318 Section 9.2 • Load combination.rpt set 6 Seismic design:Yes as 4 Ductility cocoon for tension:D.3.34.3(e)is satisfied Ductility section for shear:D.3.3.5.3(b)Is satisfied • 5' Do factor:not set 1537[Ib] I.Mn.12°(12 mm)for Strong-Bolt2 • Min.3/4°(19 mm)for Titan HD,Then HD Rod Hanger and BBMD 2•Min.1 12"(38 mm)for Strong-Bolt 2.Titan HD(exit.1/4°)and Titer HD Rod Hanger Min.3 1/4'(83 mm)for 1/4-Iden HD and BBMD • gauge)3•Max.3' ) 4•Min.20 gauge(0.889 mm)profile metal deck 5 e Anchor 6•Max V(25 mm)offset for Strong-Bolt 2,Titan HD(excl.114°)and Titer HD Rod Hanger Max.1/4'(6 mm)offset for 1/4°Titan HD • Mex.1 114.(32 tem)offset for BBMD 7•Lower flute(ridge) Min.1 3/4°width for 1/4-Titen HD. Min.4 1/7 width all other cases • 8=Upper 31/2'widt(valh for Shear Capacity: Min.3 12"width for 1/4'Titan MD Min.d 1/7 width all other cases • RaeanmendsdAnchor 2678/2.5 = 1071 Anchor Name Strong-BM*2-112"0 CS Strong-Bolt 2,hnom 45"(114mm) • Code ReportICC-ES ESR 3037 ; � , iiiifflo Tension Capacity: • 1537/2°5 = 615 • (Values divided by 2.5 to account for Omega Factor) D data• and results must cc checked for agreement with the existing urcumatencos he standards and guidelines must be checked for plausibility. Input data and results mutt be checked for agreement with tie existing circumstances,the mania.and guidelines must be checked ler gaueislin. 5956W las POS.Boulevard Pleasanton CA 96596 Phone 925.5609000 Fax 925047.3071 ewwsbonohecan Simpson Strong 1,Co-puny r:: 5956W.Las Poshas Boulevard Pleasanton CA94588 Phase:925.580.9000 Fax 925,867.3071 www..tronglie.com • • • SIMPSON Anchor Designer'. Company: Dale: 4/72016 SIMPSON Anchor Designer'. company: Dam: 4/7/2016 Software Engineer. Page: 3/4 g Engineer. Page: 4/4 • Strong-Ties veaign2.a.ssao.2o Project: StrongTie®Software Project: Address: version 2.4.5940.20 Address: Phone: Phone: E-mail: E-mail: • 3.Resulting Anchor Forces Anchor Tension bad, Shear bad x, Shear bad y, Sheer bad combined, ii. Vsei V. 4040' • N1537.0 0.0(lb) 26(b) 26M.0(Vw,Y(b) 8.Steel Strength of Anchor In Shear(Sec D.6.1) 1 0.0 2878.0 2678.0 V.(Ib) nae. n ge.„,gV..(lb) Sum 1537.0 0.0 2678.0 2678.0 4120 1.0 0.65 2678 • Maximum concrete compression strain(Se):0.00 Maximum concrete compression stress(psi):0 Resultant tendon force(b):0 Resultant compression force(Ib):0 • Eccentricity of resultant tension forces In x-axis,Mie(Inch):0.00 Eccentricity of resultant tension forces In carie,ere(holt):0.00 Ecoenthdty of resultant shear forces In x-axis,s'.x(Inch):0.00 Eccentricity of resultant shear fomes in y-axis,e'ar(Inch):0.00 • 11.Resglta • Interaction of Tensile and Shear Forces(Sec D.7) Tension Factored Load,N..(Ib) Design Strength.eN.(Ib) Ratio Status 4.SWI Strenoth of Anchor in T.eelonlSee.D 5,1) Steel 1537 9075 0.17 Pass • N.(lb) n mN..(6) Pullout 1537 1537 1.00 Pass(Governs) 12100 0.75 9075 Sheer Factored Load,Vw(lb) Design Strongth,eVn(lb) Ratio Status • Steel 2678 2678 1.00 Pass(Governs) 6.Pullout Strenath of Anchor In Tension ISsc.D.5.31 0.751frNw,•0.7S#POIA.N1iTo/3,000p(Sec.0.4.1,Eq.D-13&Code Report) Interaction check Mo/ON, Vo/n A, Combined Ratio Permissible Status tf<e .l. Ng,(lb) Po(psi) n n 0.750,1n,(Ib) Sec.D.7.3 1,00 1.00 200.0% 1.2 Feil 1.0 1.00 2730 4000 0.50 0.65 1537 FAIL!Selected anchor type and embedment do not meet the selected design criteria. • 12 Warning" -Determination of concrete breakout strengths in tension and shear,side-face-blowout strength,and pryoul strength is not required for anchors installed in be soffit of concrete over metal deck.Refer to ICC-ES ESR code report • -Concrete breakout strength In tension has not been evaluated against applied tension load(s)per designer option.Refer to ACI 318 Section 0.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. • -Per designer input,ductility requirements for tension have been determined to be satisfied-designer to verify. -Per designer input,ductility requirements for shear have been determined to be satisfied-designer to verify. • -Designer must exercise own judgement to determine 8 bias design Is suitable. -Refer m manufacturer's product literature for hole cleaning and installation instructions. • • • • • Inco deb M int w deresides mbe 4Oad for sauterne.with MW e existing circumstances,Ma standards cob klegms must be checked pixel*,pixelteat..endreaMs murewt t be checked for agreement with the existingrialances, o standar as andgWdwh es muse...lied lere/eumi:say. Simpson Strong Tie Company Inc 5986 W.to Poets Boulevard Pleasanton,CA 94688 Phone:925.560.9000 Fes:925,847.3871 waw.sawgtie.epn Simpson Strong-We Company Inc. 5956 W.Lee Pashas Boulevard Pleasanton,CA 94588 Phone:925 580.9000 Fa:925.847.3871 deer ehongfie.mm • • • 15 • • • Ductwork Bracing Schedule • Job: Templeton ES • Design: Per ASCE 7-10 Calculated by: YDK • Date: 5/29/2018 SDS= 0.72 Rp= 6.0 • Ip= 1.0 ap= 2.5 z/h= 1.0 • • Fp= 0.36 *Wp FP = 0.4*aP*SDS*WP*(1+2*z/h) / (RP/IP) • Duct Type: 20 Ga. Insulated Rectangular Ductwork and 22 Ga. In • • Duct Width Duct Height Weight FP/ft LMAx based on cable or anchor (ft) or Dia. (in.) (in.) (lbs/ft) GS10 GS12 GS19 • 48 28 29.4 10.51 21.4 48.1 62.0 • 42 34 29.4 10.51 21.4 48.1 62.0 48 34 31.7 11.33 19.9 44.6 57.5 • 34 16.0 5.72 39.3 88.4 113.8 • 40 34 28.6 10.22 22.0 49.4 63.7 • 46 26 27.8 9.94 22.6 50.9 65.5 80 42 46.4 16.59 13.6 30.5 39.3 • 80 30 56.3 20.13 11.2 25.1 32.4 • 78 40 44.9 16.05 14.0 31.5 40.6 50 36 33.3 11.90 18.9 42.5 54.7 • 62 30 35.6 12.73 17.7 39.7 51.2 • Note 1: For round ductwork leave height column blank. Note 2:30'max.spacing for transverse bracing. Connection types: • 60'max.spacing for longitudinal bracing. Typical angle of cable • from horizontal (degrees): 40 • Connection Max Force: Force at • type: (lbs) angle: (lbs) • GS10 350 225 268 • GS12 1050 675 • 804 GS19 2100 1350 • 1609 • Connection to Structure: • Cable Conn. Cable Max. Anchor Size Max. Shear Max. Tension Unity s1.2 ? • Type Force (lbs) (diameter) (lbs) (lbs) GS10 350 3/8" SB 2 773 492 0.80 OK • GS12 660 1/2" SB 2 1071 615 1.16 OK • GS19 850 5/8" SB 2 1184 886 1.17 OK • Note:Shear&tension force in anchor taken at 45°where cable force is maximized. • • • • • • • • • THE - BUILDEX FASTENER FOR YOU 16 • • "'index is the preeminent leader in metal fastening standard and specialty designed fasteners suggested • stems. We are continually developing new fasteners, for a variety of applications. • systems, and fastening techniques to solve today's Buildex Traxx0and Teks°self-drilling fasteners exhibit metal fastening application problems to increase your excellent strength, sealing, and performance features • productivity and the quality of your fastenings. not found in any other self-drilling fasteners. Effective, consistent,and reliable fastening, are the Technical assistance regarding Buildex fasteners • results of choosing the right Buildex fastener for your or applications is available by contacting Buildex's • specific application. This BUILDEX METAL FASTENING Application Engineering Department toll-free at • SYSTEMS SELECTOR GUIDE is a representation of 800/323-0720. • *ULTIMATE PULLOUT VALUES *ULTIMATE SHEAR VALUES STRENGTH w (POUNDS) (POUNDS) CHARACTERISTICS ..GAUGE .. - - GAUGEabk 202E P0141 26 24 22 20: 18 16 14 12 I/O 3116 1/4 SIZE POINT 26-26 24-24.22-22 20.20 18.18 16-16 14-14 12.12 1/6118 3/163/16 1/4-1/4 MPS(,,,am lor E-18 172 119 193 265 293 431 703 959 1559 72-14 1/1 432 703 753 1018 1452 Fastener 7/3 120 191 239 2015 970 663 910 1424 2287 - Tor4aa Ovule • VI 148 241 311 357 555 926 1111. 11966 1/4.14 7/1 511 649 655 1244 1784 - M.! • Templeton Elementary School April 4,2018 19 • Unit Dimensions- Universal Match Ductless System • Item: Al Qty: 1 ACU-101-106,201-203 Max operating wt: 41 lbs • • e 50 3/8" NOTES: • 1.LIQUID PIPE CONNECTION 3/8" 2.GAS PIPE CONNECTION 5/8" 3.DRAIN PIPE CONNECTION 11/16"OD • IP_____i______s_�__�� I 4.VERIFY WEIGHT,CONNECTION,AND ALL DIMENSION mom, ..—; WITH INSTALLER DOCUMENTS BEFORE INSTALLATION. • TOP • - 915/16"—c- • • 111 I I 1.. .--1 13 9/16' • KNOCKOUT HOLE 2 5/8" KNOCKOUT HOLE FRONT FOR RIGHT PIPING • FOR LEFT PIPING 2 13/16" • i1 • I • • BOTTOM 60 1/4" • - - 61/8" - 145/16" • WALL HOLE FOR • X10 °1M N1° 0•1•10 RIGHT REAR PIPING 2 5/8" ® I® .-II 1/1/ I • 151/16" DIA 99/16" • S'0- - 1318 - iL4i._ ! . . . • ' °AA • • 1 3/8" WALL HOLE FOR —415/16"-=-• • 5/16" - • LEFT REAR PIPING • DIA 9 9/16" • Specification • Model Number '4MUW4536A10NOA/4TUK4536A10NOA High Side '3/8" Nominal Capacity Cool/Heating '36000/40000 Piping Low Side '5/8" • Capacity Cooling(Btu/h) 14000-39000 Connection Condensate '11/16"OD Performance Capacity Heating(Btu/h) '11500-48000 Refrigerant Type(Factory Charge) 'R-410A(5.7 Ib) • SEER/EER '18.3/9.3 Sound In door Sound Pressure H/M/L(dBA) '38/46/48/51 • Voltage '1/208-230/60 Sound Out door Sound Pressure H/M/L(dBA) '49/51 Power Max Breaker '35.0 I.Indoor Weight Net '40.6 lb • Min.CircuitAmpacity '23.2 Outdoor Weight Net '194.0 lb • Type BLDG with Crossflow fan NOMINAL COOLING CAPACITIES ARE BASED ON:INDOOR TEMPERATURE:80.0 F Evaporator Motor FLA Output W/Amp '58 W/0.90 A DB,67.0 F WB.OUTDOOR TEMPERATURE:«95-TM»DB,75.0 F WB. Fan NOMINAL HEATING CAPACITIES ARE BASED ON:INDOOR TEMPERATURE:70.0 F • CFM(UL) H/M/L '699/752/830 DB,60.0 F WB.OUTDOOR TEMPERATURE:47.0 F DB,43.0 F WB. Motor 'BLDC with Axial Type Fan REFER TO INSTALLION MANUAL FOR FULL FAN CURVE DETAILS Condenser Fan • FLA/Watts CFM(Max.) '0.96 A/250W/3040 Type 'Inverter Driven,Twin BLDC,Rotary • Compressor RLA Amp '17.0 • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 5 of 18 Others • • 20 • • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: ACU-101-106,201-203 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • Design Short Accel,SDS= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp(Ib) = 41 Response Modification Factor, Rp*= 6.0 • Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 Comp Attachment Elev,z(ft) = 30 C.G. Location,XcG (in) = 22 • Unit Dimensions,X(in) = 50 YcG (in) = 6 • Y(in) = 14 ZCG (in) = 10 • Seismic Force, Fp (Ib) = 15 Seismic Force Limits, Fpmax(Ib) = 47 I •R, R:• nilc • Fpmin (Ib) = 9 FPy• �cc • Load Eccentricity, ex(in) = -3.0 v T Fpx • ey(in) = -1.0 1 YCG ZMIXI i XCG R. Ra Check Limits, Fp (lb) = 15 • xcc ' R,, R. R . Ra • Overturning From Fp (lb-in)= 147 ,, x • PLAN ELEVATION • Calculate Gravity Calculate Seismic Corner REx Calculate Seismic Calculate Vertical Corner Reactions(D): (Fpx): Corner REy(Fpy): Accelerations E„*{R}: • R1 (Ib) = 10 REx1 (Ib) = 1 REy, (Ib) = 5 Evi (Ib) = 1 • R2 (Ib) = 8 REx2 (Ib) = -1 REy2 (Ib) = 5 Ev2 (Ib) = 1 • R3 (Ib) = 10 REx3 (Ib) = -1 REy3 (lb) = -5 E,3 (Ib) = 1 • R4(Ib) = 13 REx4 (Ib) = 1 REy4(Ib) = -5 Ev4(Ib) = 1 • Unit Corner Reactions (ASD Basic) • R1 R2 R3 R4 • Max 16 14 17 19 Min 0 -1 0 1 • Note: Positive is down (uplift will show as negative) • • Anchorage Design • • Anchor Mfg,Size and Embedment: (4)- 1/4-14 Tek screws • • • Vmax(Ib) = 56 Va ow(Ib) = 1442 .. OK Vmax=(Cc)*(Max Down Reaction)Fp/Wt • Tmax(Ib) = 1 Tallow(Ib) = 613 .. OK • Tmax=(Cc)*(Max Uplift Reaction) • Combined= 0.04 .•. OK • (vm/va) + (Tm/Ta) < 1.2 • • • • • PROJECT OPTIONS/ITEMS 21 • mars 1111E lb COMMENTS DATE PAGE • atmosphere is everything AC-101 8/3/16 a14716 S. Broadway•Gardena, CA 90248 •USA Max operating wt 75 lbs REV. NO l TEL:(310)532-1555•(800)421-1266• FAX:(310)324-3030 p g Web Site:www.marsair.corn•E-mail:info@marsair.com • MODEL NO. LP2 Series DRAWING NO LPV2U—F DRAWN BY BH CHECKED BY ALE NAME • • Unheated Drawing • LPV2 • (LoPro2 Variable Speed) • Series • • A e V • 1/2"Conduit Mounting Knockouts ..........F Plates • . '' O 1 — 1 r 1 1/2“ • 1/4-20 O. .0 0 s--r • Weld Nut for Top 1/4" 1•-- 4" • Mounting • • 0 MOMINGDMONSMOOK TOP VIEW 8 7/8" • c •-iiiiiiiiiiiiizitiiiiiiiieeeeeaeae Gaetreaeoiiiiiii-• 8" • - Cf� U$ FRONT VIEW 0 SIDE VIEW 0 "•n* 2° 1/4"holes(6)located Intertek 1 1/2" C** at ends and center 4" ° t 4" ° ° ° } + ®Recommended Accessories ii. ° ° ° ° 1" f 5/8" L1 5/8" r,, a l 1/4" Ek, 0 ,a • --yam 3 1/4" C/2 0.296"holes(12)located at ends --' (applicable for 25"model only) c, Iii REAR VIEW Door Limit Switches Brackets (Mechanical plunger/roller (Offset mounting style shown) style shown) "- Use corresponding letters in"Electrical Data"columns to Notes: complete the model numbers. 1. This product is designed to meet the National Electric Code(NEC)and ETL Listed(UL "-"C"only applies to single units up to 72"units.Dims are 507 and CSA 22.2). * not applicable for units 84"and longer. 2. 1/4"mounting holes provided for wall mounting(4)and overhead mounting(4),(2) OVERALL MOUNTING REAR MOUNTING on each end.Additional 0.296"mounting holes(12)provided. MODEL NUMBER LENGTH LENGTH CENTER 3. All units have a self contained one piece cabinet up to 72", fire retardant and A(in) B(in) C(in) corrosion proof paint lock metal double protected with baked on Obsidian Black color, LPV225-1U*-OB 25 241/2 21 rust preventative electrostatic polyurethane powder coating. LPV236-1U*-OB 36 351/2 32 4. Cabinet has sufficient strength for fastening to wall on both ends without intermediate support. Units greater than 72" are double units joined with a 2" LPV242-1U*-0B 42 41 1/2 38 mounting bracket located in the center and must be center supported,field installed. LPV248-1U*-0B 48 471/2 44 5. Unit is to be installed such that air flow is unobstructed. Air discharge nozzle LPV260-1U'-OB 60 59 1/2 56 containing an adjustable air directional vane with 40°sweep front to back. LPV272-1U*-OB 72 71 1/2 68 6. Mounted adjustable speed controller knob allows air velocity to meet a wide range of field conditions. Units greater than 72",the speed controller will be located on the LPV284-2U*-OB 86 851/2 N/A right hand unit and controls both units,field wired. LPV296-2U*-0B 98 97 1/2 N/A 7. Circuit protection as per NEC by others. LPV2108-2U*-OB 110 1091/2 N/A 8. Optional door limit switch and mounting brackets are field installed and/or wired by LPV2120-2U*-OB 122 121 1/2 N/A others.The door limit switch is to be mounted such that the air curtain turns on as LPV2144-2U*-OB 146 1451/2 N/A door begins to open. To prevent unit damage, the mounting brackets must be installed such that the bottom of the air curtain is not below the door header. • • !moi 22 • LPV2 (LoPro2 Variable Speed) Series mars • Unheated • Model Lengths 25"—144" • atmosphere is everything • 14716 S.BROADWAY,GARDENA,CA 90248•Ph:(310)532-1555 Fax:(310)532-3030•www.marsair.com ©Copyright Mars Air Systems,LLC 2014 • • Unheated Data Sheet • Applications:Environmental Separation (up to 8')and Insect Control(up to 7') • • LPV2 (Low Profile Variable 2) Mechanical Data Lab Data • Series 2 • Model Number Nozzle Length Length Depth Height Motor Weight Max Velocity Max Volume • (in) (in) (in) (in) (hp) (lbs) (fpm) (cfm) LPV225-1U*-OB 25 25 9 8 1/6 20 1800 625 • LPV236-1 U*-OB 36 36 9 8 1/6 32 1800 900 • LPV242-1U*-OB 42 42 9 8 1/6 35 1800 1050 LPV248-1U*-OB 48 48 9 8 1/6 40 1800 1200 • LPV260-1U*-OB 60 60 9 8 1/6 48 1800 1500 • LPV272-1U*-0B 72 72 9 8 1/6 58 1800 1800 LPV284-2U*-OB 86 86 9 8 Two 1/6 75 1800 2100 • LPV296-2U*-OB 98 98 9 8 Two 1/6 83 1800 2400 • LPV2108-2U*-OB 110 110 9 8 Two 1/6 92 1800 2700 • LPV2120-2U*-0B 122 122 9 8 Two 1/6 102 1800 3000 LPV2144-2U*-OB 146 146 9 8 Two 1/6 122 1800 3600 • *-Use corresponding letters in"Electrical Data"columns to Note:Data above is for 60 Hz,17%reduction in the performance data with 50 • complete the model numbers Hz. NOTE! 3 PHASE POWER IS NOT AVAILABLE WITH UNHEATED AIR CURTAINS. SUBMITTING 1 PHASE. 0 Features: • 1/6 HP continuous duty motors • Sleek self-contained one piece light gauge corrosion resistant paint lock metal design Unit Voltage . ETL Certified to conform to UL 507(US)and CSA 22.2(Canada)Standards Electrical Data (Voltage Code) • Dynamically balanced corrosion resistant aluminum crossflow wheels (FLA) 115v/10 208/230v/10 • Very low profile design,8"(H)x 8 7/8"(D) (A) (D) Variable speed controller Wall mounting bracket removable for easy installation LPV225-1 U*-OB 2.4 1.2 • 1/4"mounting holes provided for wall mounting(4)and overhead mounting(4),2 on each end LPV236-1U*-OB 2.4 1.2 • Cabinet has sufficient strength for fastening to wall on both ends without intermediate support LPV242-1U*-OB 2.4 1.2 up to 72".(Models 84"to 144"require intermediate support in the center.) LPV248-1 U*-OB 2.4 1.2 • Adjustable air directional vane with 40°sweep front to back LPV260-1 U*-0B 2.6 1.4 Standard color is Obsidian Black LPV272-1U*-0B 2.6 1.4 • Rust preventative electrostatic polyurethane powder coating LPV284-2U*-0B 4.8 2.4 • 5 year parts warranty LPV296-2U*-OB 4.8 2.4 • Freight Included(FOB Continental USA) LPV2108-2U*-OB 5.0 2.6 • • Proudly Made in the USA LPV2120-2U*-OB 5.2 2.8 LPV2144-2U*-0B 5.2 2.8 • Options and Accessories:(see Accessories Brochure) *-Use corresponding letters in"Electrical Data"columns to complete • Door Limit Switches the model numbers. • Wall and Overhead Bracket PLEASE PROVIDE A COLOR CHIP Note:For Ampacity Multiply FLA X1.25 • Custom colors and finishes(304SS,316SS) FOR MATCHING PURPOSES LPV2 72 - 1 U D -OB • Sound Levels:(measured at 10'in an open field) IMIIIM- • (25"&36")-49 dBA,(42")-50 dBA,(48")-52 dBA,(60"-96")-53 dBA&(108"-144")-54d BA -== °OF MOTORS • VOLTA® • INCLUDES A 99-051A TIME DELAY • �Hia • Intertek NOTE:MARS AIR SYSTEMS,LLC reserves the right to change specifications and product design without notice.Such revisions do not entitle the buyer to corresponding changes,improvements,additions or • replacements for previously purchased equipment. • MARS AIR SYSTEMS, LLC•GARDENA,CA•USA • • • 23 • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: AC-101 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • Design Short Accel,SOS= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt, Wp (Ib) = 75 Response Modification Factor, Rp*= 6.0 • Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 Comp Attachment Elev, z(ft) = 30 C.G. Location,XcG (in) = 40 • Unit Dimensions,X(in) = 86 YcG (in) = 4 • Y(in) = 9 ZCG (in) = 8 Seismic Force, Fp(lb) = 27 • Seismic Force Limits, Fpmax(Ib) = 86 'R, Re' �we • 16 I Fpy` Fpmin (Ib) = CG • Load Eccentricity, ex(in) _ -3.0 r 1 F•px • ey(in) = -0.5 J 1 • R, R3 z ". Check Limits, Fp (Ib) = 27 ,-- :c' • Rt, R. Re, R3 • Overturning From Fp (Ib-in)= 215 x , • PLAN ELEVATION Calculate Gravity Corner Calculate Seismic Calculate Seismic Calculate Vertical • Reactions(D): Corner REX(Fpx): Corner REy(Fpy): Accelerations E„*{R}: • R1 (Ib) = 18 REXi (Ib) = 1 REyi (Ib) = 12 E,1 (Ib) = 2 • R2 (Ib) = 15 REx2 (Ib)= -1 REy2 (Ib) = 12 Es,2 (Ib) = 2 • R3 (Ib) = 20 REx3 (Ib) _ -1 REy3 (Ib) = -12 Eva (Ib) = 2 R4 (Ib) = 22 REx4(Ib) = 1 REy4 (Ib) = -12 E,,4 (Ib) = 2 • • Unit Corner Reactions(ASD Basic) • Rt R2 R3 R4 Max 32 29 33 36 • Min -3 -4 -2 -1 • Note: Positive is down (uplift will show as negative) • Cable Brace Design • • 'Required Cable: I Gripple GS10 Cable (@ aprox.45°each direction) I • • Tmax(Ib) = 38 Tam(lb) = 210 .•. OK • Combined= 0.18 .•. OK (Tm/Ta)<_1.0 • 'Required Anchor: I (3/8") dia(3") Embed.. Simpson Strong-Bolt 2 I • • Tallow(Ib) = 492 Vauow(Ib) = 773 • • Combined= 0.09 .•. OK (vm/va) + ('m/Ta)<1.2 • • • • 0 Templeton Elementary School April 11,2018 24 • • Performance Data- Cabinet Unit Heaters CUH-101 Max operating wt: 139 lbs • Tags CUH-101 CUH-102, CUH-103 • Design airflow (cfm) 627 304 • Total heating capacity (MBh) 43.44 21.63 • Heating EAT (F) 55.00 55.00 Heating LAT (F) 118.85 120.61 • Heating flow rate (gpm) 2.70 1.40 • Heating ent fluid temp (F) 140.00 140.00 Heating lvg fluid temp (F) 107.75 109.03 • Heating delta T (F) 32.25 30.97 • Heating fluid PD (ft H20) 3.56 3.64 • Fluid freeze pt (F) 32.00 32.00 Fluid type Water Water • ESP (in H20) 0.000 0.000 • Motor speed High High Motor rpm #1 (rpm) 1101 1090 l• Motor hp#1 (hp) 0.220 0.130 • Motor rpm #2 (rpm) 0 0 Motor hp#2 (hp) 0.000 0.000 • Min circuit ampacity (A) 3.88 2.75 • Max fuse size (A) 15.00 15.00 Motor power (W) 122.0 58.0 • Acoustics report Standard Standard • data data Total sound - 63 Hz (dB) 62 54 • Total sound - 125 Hz (dB) 62 62 • Total sound - 250 Hz (dB) 66 62 • Total sound - 500 Hz (dB) 61 58 Total sound - 1 kHz (dB) 60 56 • Total sound -2 kHz (dBL 55 52 • Total sound - 4 kHz (dB) 52 47 Total sound - 8 kHz(dB) 46 40 • I Unit length (in) 59.000 38.250 • Unit width (in) 10.000 10.000 • Unit height (in) 30.000 28.500 Shipping weight (Ib) 119.2 112.0 • Operating weight (Ib) 129.2 _ 125.0 • Elevation (ft) 0.00 0.00 • • • • • • • • • • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 4 of 22 Others • 0 Templeton Elementary School April 11,2018 25 • Unit Dimensions- Cabinet Unit Heaters • Item: Al Qty: 1 Tag(s): CUH-101 • IWEIGHT NOTES: i • 1.ARROW(S)INDICATE THE 139.0 lb DIRECTION OF AIRFLOW. • 2.FILTERS ARE ACCESSED THROUGH THE FRONT OF UNIT. • 3.RECESSED UNIT WALL CUTOUT OPENING IS 63" • X 27 1/2". (4)5/8"HANGER HOLES 44 5/16" ► 4.CONTROL WIRES SHOULD 40 ENTER CONTROL BOX THROUGH • A l TOP FRONT KNOCKOUT1 VA I 5.POWER WIRES ARE TO ENTER CONTROL BOX THROUGH 40 FRONT BOTTOM CONDUIT ENTRANCE KNOCKOUTS. • 15 1/2" • 25 1/4" • • a o • • 0 II FRONT VIEW BACK VIEW • F9 3/4" a a • 5/8"O.D.MAIN SUPPLY CONN 1 �>. 5/8"O.D.MAIN RETURN CONN •• • • • 4 • • • BOTTOM VIEW • LEFT VIEW RIGHT VIEW • • M I 0 I 0 0 FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 7 of 22 Others • • c • Templeton Elementary School April 11,2018 26 Unit Dimensions- Cabinet Unit Heaters • Item: Al Qty: 1 Tag(s): CUH-101 • • • TOP VIEW • c UNIT SRT 200-300 400 600 800 1000-1200 -+ +-1 3/4" 1 3/4'7 -.- NS 1 1 2 2 3 FA • -... 5 7/8" .-- NO.OF 1 1 1 1 2 MOTORS • 3 7/16" A 2'-3 7/8" 2'-8 7/6" 3`-6 3/8" 4'-2 7/8" 5'-9 7/8" • ----'"-----.... l' -------------- 5 5/16' B 1'-9 5/16" 2'-2 5/16" 2'-11 13/16- 3"-8 5/16" 5'-3 5/16" „-''-- I �.......... C 1'-10 13/16' 2'-3 13/16" 3-1 5/16" 3'-9 13/16" 5'-4 13/16" • 0 1'-5 5/16" 1'-10 5/16" 2'-7 13/16" 3-4 5/16" 4'-11 5/16" TOP OUTLET • DUCT COLLAR (OPTIONAL) E 3-11" 4'-3" 5'-3" 5'-5 1/2" 7'-5 1/2" • F 2'-8" 2'-6" 2'-6" 2'-9 1/2" 2'-9 1/2" 1^-.- 0 -.-1• G 2 3/8" 2 3/8" 2 3/8" 4 1/6" 4 1/8" • FRONT VIEW H 3'-6" 4'-0` • RH PIPING 1 3/4"-.- -.-1 3/4. J 2'-2 1/2" 2.-2 1/2" 2' 2 1/2` 2'-3 1/2" 2-3 1/2" 7/8"XO CONTROL 6 5/8" .- 5/8' 9 3/4" • WIRING (2) 5/6'BOLT HOLES 1 • � r_� SIDE �cDLUR1--- -— — �;_S= -=��-ss� � i —� 1 1 VIEW • CONTROL I 1 5/8• ,. sox It I ' F ; FRONT FRONT OUTLET LOUVERS PANEL <, .....\ ' • WALL FLOW I OPENING • I -3 /4"---''N' e ' II i' • 5 1/4" I s h____ •C)"Or K ' r ),_/. 1 • I 6 1,/16- 7" 1 I • ---- L_Li_ �----- L1_. _..... FRONT INLET LOUVERS s • 6 3/4" ..- 1 FILTERS (4) 5/8•DIA KEYSLOT • A HANGER HOLES H WALL OPENING --1" • E FRONT PANEL NOTE. 1.COIL CONNECTIONS ARE ALWAYS ON THE DRAIN PAN • FRONT VIEW COIL CONNECTIONS 7 4 15/16" SIDE AND OPPOSITE THE CONTROL BOX. LH PIPING 2.COIL ACES XXDXXX ARE LOCATIONS_SWEAr. • l ----I 3.ALL DUCT COLLAR DIMENSIONS ARE TO THE OUTSIDE OF THE COLLAR. • litiO 4. SEE PAGES%%XXXX FOR DIMENSIONS FOR OUTSIDE AIR OPENINGS. I II 4 75/16" • I1 1/8"-•ivi-- I tICONTROLI BOTTOM VIEW I BOX • I "I • :=2 t 1 3/32'KO WIRiN6 7/8"KO II I I I BOTTOM 7/8"KO ONLY BOTTOM , &SIDE • I 'II=-- _ 0^ 1'-3 3/8" B""` ` -----'- -_..-......=. ; CONTROL I 6 1/4"! 6 1/2" AT 1 ACCESS I� �t • ------L1i-=- , (OPf1oNAL) --J , 1 3�6 111,1:1 w • SEE DETAIL•AWE'POWER AUXILIARY BOX(EN ONLY) 2 7/8�--+ " 2 5/8'�I I._...1-I WALL OPENING FOR CONFIELNECTIONS JUNCTION BOX (NDN EH ONLY) DETAIL "A" DETAIL SAT � • ELECTRIC NEAT ONLY NON EIECTMC HEAT ONLY • • • • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 9 of 22 Others • • • 27 • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: CUH-101 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • Design Short Accel, Sos= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt, Wp (Ib) = 139 Response Modification Factor, Rp*= 6.0 • Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 Comp Attachment Elev,z (ft) = 30 C.G. Location,XcG (in) = 21 • Unit Dimensions,X(in) = 45 YcG (in) = 4 • Y(in) = 10 ZcG (in) = 26 Seismic Force, Fp (Ib) = 50 • Seismic Force Limits, Fpmax(Ib) = 159 1. 'R, Re° „/" '14. • Fpmin (lb)= 30 FP yCO • Load Eccentricity, ex(in) = -1.5 Y Fix • ey(in) _ -1.0 I 1 z '. 1 Check Limits, Fp (Ib) = 50 .R. R3• .-- xCG --.r P., R. R ., Ra • Overturning From Fp (Ib-in)= 1,292 - x 0. • PLAN ELEVATION Calculate Gravity Corner Calculate Seismic Calculate Seismic Calculate Vertical • Reactions (D): Corner RE.(Fp,): Corner REQ,(Fpy): Accelerations Ev*{R}: • R1 (lb) = 30 REx1 (Ib) = 14 Reye (lb) = 65 Evi (Ib) = 3 • R2 (Ib) = 25 REx2 (Ib) = -14 REy2 (Ib) = 65 Eve (Ib) = 3 R3 (Ib) = 39 REx3 (Ib)= -14 REy3 (Ib) = -65 Eva (lb) = 4 • R4 (Ib) = 44 REx4(lb) = 14 REy4 (lb) = -65 Ev4(Ib) = 4 • • Unit Corner Reactions(ASD Basic) • Ri R2 R3 R4 Max 98 93 108 113 • Min -50 -52 -45 -43 • Note: Positive is down (uplift will show as negative) • Cable Brace Design • • (Required Cable: I Gripple GS10 Cable (@ aprox.45°each direction) ' • • Tmax(Ib) = 73 Tallow(lb) = 210 .•. OK • Combined= 0.35 .•. OK (Tm/Ta)<_1.0 • 'Required Anchor: I (3/8") dia(3") Embed..Simpson Strong-Bolt 2 • • Tallow(lb) = 492 Vailow(Ib) = 773 • • Combined= 0.17 .•. OK (vm/va) + (im/Ta)<1.2 • • • • • • 28 • ®GREENHECK MAU-1 Printed Date: 04/20/2018 Max operating wt: 881 lbs Job: Templeton ES • Building Value in Air. Mark: MAU-1 Model: IGX-109-H12 • • • • 29.920---.--.—.-21 .5271— 42.511 ---33.147 • , • o • 0• Do • '� "7 - 38.973 � <\\ • ,-, 0 - • CI r • - - • • • ELEVATION VIEW • *Standard configuration for unit access is on the right-hand side,when looking into the unit intake in the direction of airflow. *Note:Order of unit sections is from intake of unit to discharge of unit. • *Sections included on this unit:Weatherhood Section, Filter Section,Blower Section, Furnace 1 Section *Insulation: Duct Liner, Entire Unit Insulated. • • INTAKE V-BANK FILTER BLOWER FURNACE • I--..----29.920 --21 .527. I 42.511 ----.--.—33.147--.-1 • • • SUPPLY 23.000 • ♦ DUCT i 44.586 • • c ' ` > % • , - f • ACCESS SIDE ACCESS SIDE 16.258 • 0 • F----4.000• --25.000-- • ACCESS SIDE ' • • PLAN VIEW • *Standard configuration for unit access is on the right-hand side,when looking into the unit intake in the direction of airflow. • • • • Generated by:mmuhle@johnsonair.com • CAPS 4.26.1373 X:\MikeMorrison\2018-Secured\Templeton ES.gfcj Page 6 of 19 • • • 29 j'GREENHECK Printed Date: 04/20/2018 • Job: Templeton ES • Building Value in Air. Mark: MAU-1 Model: IGX-109-H12 • • • 44.125 • • • • • • • • • • • • • • • • • I II • • END VIEW • • NOTE: Roof Opening Requirements: • Minimum Roof Opening: The minimum roof opening size is the illustrated duct diameter plus 0.25 in.on all sides. For example: If the duct size is 14 x 14 in.square,the minimum roof opening size is 14.5 x 14.5 in.square. • Maximum Roof Opening: There must be a minimum perimeter of 1.75 in.between the roof opening and the roof curb. For example: If the roof curb is 75 x 30 in.square,the maximum roof opening is 71.5 x 26.5 in.inches square. • • 72.750 CURB LENGTH ACTUAL • 25.000— • r T —1 x3.25 1 • Supply 29.500 Duct 23.000 CURB WIDTH • ACTUAL • 1 ' r 3.251 2.50 f3'^ • • • • NOTE: The weatherhood and filter sections of the make-up air unit extend beyond the curb. This is by design,to prevent water infiltration. • FOOTPRINT VIEW • • • • Generated by:mmuhle@johnsonair.com • CAPS 4.26.1373 X:\MikeMorrison\2018-Secured\Templeton ES.gfcj Page 7 of 19 • • • 30 • LGREENHECK Printed Date: 04/20/2018 Job: Templeton ES • Building Value in Air. Mark: MAU-1 Model: IGX-109-H12 • • • UNIT BASE • • + %///////////////////////I//////////f///////////////////////////////%i • / • • 1 .00— INSULATION f----(L— • 1 .63 1 .22 •• 0.50 • • CURB • • INSIDE OF RAILS 30.46 0 • CURB VIEW • Notes: All dimensions shown are in in.'s. Curb Dimenision: Length = 72.75 in. Width = 29.5 in. Height = 12 in. • — - • 0 • ❑ 0 • - 0 • 0 • _ 0 38.973 • • • 1 • 8.000 0 • 3/4" NPT GAS • CONNECTION 0 8.500 • Gas Connections 0 0 • • Generated by: mr uhle@johnsonair.com • CAPS 4.26.1373 X:\MikeMorrison\2018-Secured\Templeton ES.gfcj Page 8 of 19 0 0 GREENHECK Printed Date: b: Templeton 3� etton ES • Building Value in Air. Mark: MAU-1 Model: IGX-109-H12 i • • EQUIPMENT SCHEDULE Ell Tempered Make-Up Air Unit Mark: MAU-1 • Qty Greenheck Model Volume External SP Total SP FRPM Operating Power Weight 0 1 IGX-109-H12 1,372 CFM 0.8 in.wg 0.884 in.wg 1067 0.43 hp 881 lb • Motor Information •Size V/C/P Enclosure Motor with Motor RPM Windings MCA MOP Shaft Grounding • 3/4 hp 460/60/3 ODP No 1725 1 2.9 15 Heating Type Gas Type Temperature Energy Connection BuildinGas g Control • Winter DB Max A Max LAT Input Output Efficiency Gas Pressure Access • Right Indirect Gas Natural 21.8 F 80.8 F 102.8 F MBH MBH 80% 3/4" 1/2PSI Hand • Outlet Sound Power By Octave Band • LwA dBA Sones 62.5 125 250 500 1000 2000 4000 8000 0 77.8 75.9 71.2 66.8 65 62.4 60.3 53.2 70.9 59.9 9.1 O LwA-A weighted sound power level based on ANSI S1.4 • O dBA-A weighted sound pressure level base on 11.f dB attenuation per octabe band at 5.0 ft. O Noise Criteria(NC)based on an average attenuation of 11.5 dB per octabe band at 5.0 ft. • OPTIONS AND ACCESSORIES • Air Flow Arrangement:Variable Volume Weatherhood:Birdscreen • Filter Section:MERV8,16x20x2-(4) Damper:Inlet r Outdoor Air Intake Position:End Discharge Position:Downblast • Coating:Galvanized • Insulation:Duct Liner-Entire Unit VAV Control:VFD • VFD Control:External 2-10 Vdc 1 Set(s)of Spare Filters(ships loose) • Access Side:Right-Hand • Control Center Freeze Protection • Heat Inlet Air Sensor •Unit Controls:Microprocessor Service Receptacle(ships loose) • BMS Protocol:BACNetIP Indirect Gas Options/Accessories • Outdoor Install.-Standard Vent. • Heat Exchanger:Stainless Steel 0 0 0 • 0 •raro Generated by:mmuhle@johnsonair.com CAPS 4.26.1373 X:\MikeMorrison\2018-Secured\Templeton ES.gfcj Page 10 of 19 • 0 • 32 IP • • a Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: MAU-1 Calculated By: YDK Checked By: NKB Date: 5/31/2018 • • Design Short Accel,SDS= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp (Ib) = 881 Response Modification Factor, Rp*= 6.0 M Average Roof Height, h (ft) = 30 Importance Factor, Ip= 1.0 Comp Attachment Elev,z (ft) = 30 C.G. Location,XcG (in) = 40 • Unit Dimensions,X(in) = 97 YcG (in) = 13 • Y(in) = 30 ZCG (in) = 25 Seismic Force, Fp (Ib) = 315 • Seismic Force Limits, Fpmax(Ib) = 1,008 I •R. Res• 1Mc Fpmin (Ib) = 189 Fpy CG • Load Eccentricity, ex(in) = -8.5 r 141, Fpx rcc Z 'Ir • ey(in) = -2.0 R. Re Check Limits, Fp (Ib) = 315 • • • /— xce —4eRa. R. R . Ra Overturning From Fp (Ib-in)= 7,874 x 0 PLAN ELEVATION • Calculate Gravity Calculate Seismic Corner REx Calculate Seismic Calculate Vertical Corner Reactions (D): (Fpx): Corner REy(Fpy): Accelerations Ev*{R}: • R1 (Ib) = 229 RExi (Ib) = 41 REy1 (Ib) = 131 Ev1 (Ib) = 23 a R2 (lb) = 152 REx2 (Ib) = -41 REy2 (Ib) = 131 Eve (Ib) = 15 • R3 (Ib) = 211 REx3 (Ib) = -41 REy3 (Ib) = -131 Eva (Ib) = 21 R4 (Ib) = 288 REx4 (Ib) = 41 REy4 (Ib) = -131 Ev4(Ib) = 29 • • Unit Corner Reactions(ASD Basic) 0 R1 R2 R3 R4 • Max 384 299 363 448 Min -17 -55 -26 13 • Note: Positive is down (uplift will show as negative) • • Anchorage Design a Anchor Mfg,Size and Embedment: 1/4-14 Tek screws @ 12" O.0 •• • • Vmax(Ib) = 315 Vaiow(Ib) = 7931 OK Vmax=(Cc)*(Max Down Reaction)Fp/Wt • Tmax(Ib) = 55 Tallow(lb) = 613 OK O Tmax=(Cc)*(Max Uplift Reaction) ' Combined= 0.13 .•. OK (Vm/Va) + (min) 1.2 • • • 0 • • \ Templeton Elementary School April 19,2018 33 • Weight, Clearance & Rigging Diagram - Packaged Rooftop, Cooling/Heating Units • Item: Cl Qty: 1 Tag(s): RTU-3 RTU-1-4 • Max operating wt: 7032 lbs • • • pii .._4!:,*,-,,*); • 4 •• • • )004., • 11 1 I I • -— --- ____i 96" I • ' 48" • I • 72" D 1 96" of I CLEARANCE NOTES: I(G �vA\� (7: • 1 (', �-"/D2 \1�.HORIZONTAL AND DOWNFLOW UNITS, ALL SIZES. • 2.CONDENSER COIL IS LOCATED AT THE END AND SIDE OF THE UNIT. 3.CLEARANCES ON MULTIPLE UNIT �(/� �� t • INSTALLATIONS ARE DISTANCES BETWEEN UNITS. X 5 4.ECONO/EXHAUST END MULTIPLE _ .. Y ' UNITS 144". C ' B A • 5.CONDENSER COIL END/SIDE 192" TO 96" 48"" • 6.SERVICE SIDE ACCESS 96" 'o Y ————— —————————————— —————J • ESTIMATED OPERATING WEIGHT 5 OPERATION WEIGHT: 4450.0 lb • CENTER OF GRAVITY OPTIONAL COMPONENTS X 43" Y 78" POWER EXHAUST )645 lbs BARO.RELIEF 'N/A SERVICE VALVES 'N/A • — CORNER LOADING PERCENTS ECONOMIZER 260.0 lb -N/A THRU-BASE ELECTRICAL 'N/A DISC.SWITCH 'N/A 5 A B C D E F MANUAL DAMPERS 'N/A GFI WITH DISCON.SWITCH '65.0 lb VFD '85.0 lb • 20% 20% 16% 17% 14% 15% Hot Water Coil. '225 lbs ULTRA LOW LEAK ECON '112.0 lb Spring Curb 770 lbs Double Wall Construction 400 lb • WEIGHT NOTES: • 1.THE WEIGHT SHOWN REPRESENTS THE TYPICAL UNIT OPERATING WEIGHT FOR THE CONFIGURATION SELECTED. ESTIMATED AT +/-10%OF THE NAMEPLATE WEIGHT. • 2.THE ACTUAL WEIGHT IS STAMPED ON THE UNIT NAMEPLATE. • RTU-3 Total Weight = 7,032 lbs • • • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 40 of 99 Others • •I� 34 • • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton HS • Sheet No. Of • Unit: RTU-1-4 Calculated By: YDK • Checked By: NKB Date: 11/13/2018 • Design Short Accel,SDS= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp (Ib) = 7032 Response Modification Factor, Rp*= 6.0 • Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 Comp Attachment Elev,z (ft) = 30 C.G. Location,XcG (in) = 70 • Unit Dimensions,X(in) = 150 YcG (in) = 42 • Y(in) = 90 ZCG (in) = 40 • Seismic Force, Fp (Ib) = 2,514 Seismic Force Limits, Fpmax(Ib) = 8,045 I •R, _ R.• /'"SNE • Fpmin (lb) = 1,508 Fpy • Load Eccentricity, ex(in) = -5.0 r ' CG ( l Fpx . vcc Z ' • ey(in) = -3.0 1 1 R. R. Check Limits, Fp (Ib) = 2,514 ! • Templeton Elementary School RTU-5,6 4pril 19,2018 35 • Max operating wt: 22516 lbs • Performance Data- Commercial Rooftop Air Conditioning Units (Large) • Tags RTU-6 Tags RTU-6 Hydronic coil leaving water temp (F) 112.06 Hydronic coil water pressure drop (ft H2O) 1.36 • Hydronic Coil Flow Rate (gpm) 88.00 Minimum disconnect switch size (A) 381.00 • Supply fan airflow (cfm) 39150 Actual Exhaust/ Return fan speed (rpm) 449 • HFCF-410A refrigerant charge - circuit 1 (Ib) 93.0 Installed point loading 1 (Ib) 1474.5 HFCF-410A refrigerant charge - circuit 2 (Ib) 88.0 Installed point loading 2 (Ib) 1008.0 • Actual Supply fan RPM (rpm) 1030 Installed point loading 3 (Ib) 1491.2 • Exhaust/ Return Fan CFM (cfm) 36760 Installed point loading 4 (Ib) 1271.3 Cooling EDB (F) 82.00 Installed point loading 5 (Ib) 2032.9 • Cooling EWB (F) 65.00 Installed point loading 6 (Ib) 1931.8 • Entering air relative humidity (%) 39.91 Installed point loading 7 (Ib) 2971.9 Ambient Dry Bulb temp (F) 91.70 Installed point loading 8 (Ib) 2157.4 A. Leaving coil dry bulb (F) 51.16 Installed point loading 9 (Ib) 1927.4 • Leaving coil wet bulb (F) 50.72 Installed point loading 10 (Ib) 1786.4 • Leaving unit dry bulb (F) 54.28 Installed point loading 11 (Ib) 2287.5 Leaving unit wet bulb (F) 52.09 Installed point loading 12 (Ib) 2176.1 • Gross total capacity (MBh) 1642.31 First x dimension - installed (in) 4.000 • Gross sensible capacity (MBh) 1393.09 Second x dimension - installed (in) 97.800 Gross latent capacity (MBh) 249.23 Third x dimension - installed (in) 191.600 • Net total capacity (MBh) 1511.80 Fourth x dimension - installed (in) 285.400 • Net sensible capacity (MBh) 1262.58 Fifth x dimension - installed (in) 379.200 Output heating capacity (MBh) 1226.65 Sixth x dimension - installed (in) 498.300 • Heating entering air temperature (F) 57.00 First y dimension - installed (in) 2.875 • Heating leaving air temperature (F) 89.67 Second y dimension - installed (in) 140.925 • Heating delta T (F) 32.67 Installed center of gravity-y (in) 64.051 Fluid type Water Installed center of gravity x (in) 272.520 • Entering water temperature (F) 140.00 Piece 1-Lifting point loading 1 (Ib) 3919.3 • Supply duct static pressure (in H2O) 2.700 Piece 1-Lifting point loading 2 (Ib) 3114.0 Return duct static pressure (in H2O) 0.800 Piece 1-Lifting point loading 3 (Ib) 4329.3 • Actual supply motor power (bhp) 50.23 Piece 1-Lifting point loading 4 (Ib) 3525.8 • Actual Exhaust/ Return motor power-(bhp) 25.63 Piece 1-Lifting point loading 5 (Ib) 3937.0 System power (kW) 164.89 Piece 1-Lifting point loading 6 (Ib) 3691.1 • EER @ AHRI (EER) 10.2 Piece 1- First x dimension - loading (in) 65.990 • IEER @ AHRI (EER) 17.0 Piece 1- Second x dimension - loading (in) 269.380 • Minimum circuit ampacity (A) 349.57 Piece 1-Third x dimension - loading (in) 466.180 Maximum overcurrent protection (A) 400.00 Piece 1 - COG Y (in) 0.000 • Recommended dual element (A) 400.00 Piece 1 - COG X (in) 0.000 Compressor 1 count (Each) 2.00 Piece 3 - Lifting Point Load 3 (Ib) 0.0 Compressor 1 RLA (A) 28.00 Piece 1 -Total weight (Ib) 22516.4 • Compressor 2 count (Each) 1.00 Piece One Type Complete • Compressor 2 RLA (A) 44.70 Unit Compressor 4 Count () 0 Total installed weight (Ib) 22516.4 • Compressor 4 RLA (A) 0.00 Curb weight(lb) 2334. (see next pag • Compressor 5 Count () 1 • Compressor 5 RLA (A) 42.90 Supply fan motor FLA (A) 71.50 • Condenser fan FLA (A) 21.60 Exhaust/ Return fan motor FLA (A) 36.60 • Electric heater FLA (A) 0.00 RTU-6 Total Weight = 22516 • Crankcase heater FLA (A) 1.00 • Other FLA (A) 6.30 Fan motor heat (MBh) 130.51 • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 81 of 99 Others 0 w CO co rn • O cb N 0 • m ab • a) a a 379 5/16 in CHANNEL O.D. 114 5/16 in 5151I16 in 915118 in 1 I �n ��t -1350 1 ,� / �'. LLOW4A 1--- - " - - ----—- 1 C2-1150 —4- 02-1350 C2-1550 C2.1750 0.950 t C2-1350 , ORANGE YELLOW GREEN PURPLE GRAY C2-1350 YELLOW I YELLOW A�' 02-1000--------"- -----------------------------�NSE<'T---- _ C2-1000 INSERT ----------r • 02.950 U YELLOW OW -, C2-1000 INSERT • 134718 in 12815/181/1 1401&16 in SUPPLY 104n CHANNEL RETURN 123' BASE I.D. FLANGE O.D. AIR 13-r,I.5In 182 in 0.D. • AMR • . C2-155d C2-1350 GREEN t0 YELLOW C2-loco C2.950 INSERT GRAY C2-950 C2-1;,60 (, C2-1350 �_7 GRAY YELLOW +�YELLOW C2-7000 -1000 a-1 C2-1750 PURPLE 20 15/18 in C2-1350 . } GREEN INSERT INSERT INSE 4T C2-1000 INSERT LLOW t3Ftlldi in �� SLOW 515It6 in Plan View 9 tr 1115118 in (- i 491/2in �I- 4015'16in } 425116in 3311/15i1�3311/18I-351/18in 347/8ln-.1357/8in - 491/2in 1115116in I I I I • 21/4 n { {-r a� 1111 Tiff rat Jill II n 23314n n n n 1 _I I` 373318 in BASE I.D. I '0 13 3853/8 n FLANGE O.D. 01 m SECTION A-A 51/2 in 115/16 n—{ V) ' I c C EPCSA R,er . 03 0 1 2x4 PT Wood Nater /� I m c • r141/4 in Pnma Gelv Steel 14 Ga. tts 0 N 1.4— of 2 n 4 n Vibrocurb IN Uninsubled Top Duct Supports Cub Weight w ESLHJ1304 TraneS_HJ120-150NoSec. 114 ,o C SECTION C-C . E 0 2334 lbs.m Spring Deflection 2"Qty.:1 I fob#: Iy E Send 141 ft.of GASK 1/4X1 1/2 per curb Mkt.Height 26" Tag:RTU-2 �■ thyba f i Clear I.D.128 7/8"X 373 3/8" aumu� 0 Fa- Seismic Cutb Stiffeners 29 n.Max OC and Base Attachment Mkt.Qty.48 Perkneter Distributed By I Date: ■ CATaap\V100111kton1gOdOraM,ppCvtM,NmrGabMLrou,b IN Urinsal•TV141:0000-VNe0999eMW114M400114 i/, Sheet Of Fire:VN00114 IRey:CI 1ef9 -"• LLQ • • 4ii • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 37 • • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: RTU-5-6 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • Design Short Accel,SOS= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp(Ib) = 22516 Response Modification Factor, Rp*= 2.0 • Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 Comp Attachment Elev,z (ft) = 30 C.G. Location,Xc0 (in) = 250 • Unit Dimensions,X(in) = 530 YcG (in) = 65 • Y(in) = 140 ZGG (in) = 50 • Seismic Force, Fp (Ib) = 24,148 Seismic Force Limits, Fpmax(Ib) = 25,758 j *RI R.• /�Mc • Fpmin (Ib) = 4,830 I Fpy• ( l • CG Load Eccentricity, ex(in) = -15.0 r TFPx Y�� z .� • by(in) = -5.0 R. R. zc6 Check Limits, Fp (Ib) = 24,148 1 • • • ..— xcc —.r R,, R. R . . Rs Overturning From Fp (lb-in)= 1,207,421 x ®, • PLAN ELEVATION • Calculate Gravity Calculate Seismic Corner REx Calculate Seismic Calculate Vertical Corner Reactions(D): (Fpx): Corner REy(Fpy): Accelerations Ey*{R}: • Ri (Ib) = 5,546 RExi (Ib) = 1,139 REy, (Ib) = 4,312 Eve (Ib) = 555 • R2 (lb) = 4,908 REx2 (Ib) = -1,139 REy2 (Ib) = 4,312 E,2 (Ib) = 491 • R3 (Ib) = 5,712 REx3 (Ib) = -1,139 REy3 (lb) = -4,312 E,3 (lb) = 572 • R4(Ib) = 6,350 REx4 (Ib) = 1,139 REy4(Ib) = -4,312 Ev4 (Ib) = 636 • Unit Corner Reactions(ASD Basic) • Ri R2 R3 R4 • Max 10413 9712 10596 11298 Min -1540 -1859 -1457 -1138 • Note: Positive is down (uplift will show as negative) • • Anchorage Design • (Anchor Mfg,Size and Embedment: 1/4-14 Tek screws @ 12" O.0 I • • • • Vmax(Ib) = 24,148 Vallow(Ib) = 41097 .. OK Vmax=(Cc)*(Max Down Reaction)Fp/Wt • Tmax(Ib) = 3,717 Tallow(Ib) = 6896 .. OK • Tmax=(Cc)*(Max Uplift Reaction) • Combined= 1.13 .•. OK • (vm/va) + Cm/Ta) <1.2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • l • • • • • • • • •30 Date Printed:4/23/2018 TU-3-101 thru 6-213 (55 units) Job Name:Templeton Elementary School TU Max operating wt: 125 lbs All-In-One Detailed Submittal Schedule Terminals Qty Tag Model Inlet Dia Max Primary(CFM) Reheat(CFM) Min Primary(CFM) WC Capacity(MBH) Fluid Flow(GPM) LAT(°F) EWT(°F) LWT(°F) EAT(°F) Rows FPD(ft.w.g.) Accessories 1 Sequence Building 1 TU-3-101 FOPS 14 2000 440 71.50 730 98.50 140.00 120.20 71.40 2LD 7.29 FTRM31 8000 Desc:2LD-2 Row Left Hand Discharge Connection I FTRM3I-1"MERV 3 Return Air Inlet(Disposable)18000-Field Installed Controls Supplied by Others 1 I TU-3-102A I SDVS I 16 I 2100 I 1180 I 1100 I 14.50 I 0.62 I 66.00 I 140.00 I 93.20 I 55.00 I 1L I 0.16 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-3-1028 I SDVS I 16 I 2100 I 1180 I 1100 I 14.50 I 0.62 I 66.00 I 140.00 I 93.20 I 55.00 I 1L I 0.16 I P5 I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-3-103 I SDVS I 10 I 845 I 845 I 310 I 12.10 I 1.26 I 67.80 I 140.00 I 120.60 I 55.00 I 1L I 0.28 I P5 I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-3-104 I SDVS I 14 I 1800 I 620 I 440 I 19.30 I 1.90 I 82.90 I 140.00 I 119.40 I 55.00 I 1L I 3.90 I PS I 2000 I x Deco:SL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-3-105 I SDVS I 24x16 I 2400 I 1200 I 1100 I 52.60 I 3.11 I 94.30 I 140.00 I 105.80 I 55.00 I 2L I 2.06 I P5 I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-101 I SOPS I 6 I 320 I 130 I 70 I 5.70 I 0.50 I 94.40 I 140.00 I 116.90 I 55.00 I 2L I 0.07 I P5 I 2000 I z Deco:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-102 I SDVS I 6 I 210 I 105 I 70 I 5.10 I 0.50 I 98.90 I 140.00 I 119.20 I 55.00 I 2L I 0.07 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-103 I SDVS I 12 I 1340 I 505 I 310 I 18.00 I 0.92 I 86.90 I 140.00 I 100.60 I 55.00 I 2L I 0.37 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-104 I SOPS I 8 I S00 I 140 I 140 I 3.70 I 0.30 I 78.40 I 140.00 I 115.40 I 55.00 I 1L I 0.10 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-105 I SDVS I 10 I 950 I 405 I 230 I 14.40 I 0.74 I 86.90 I 140.00 I 100.90 I 55.00 I 2L I 0.21 I P5 I 2000 I x Doss:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-106 I SDVS I 6 I 250 I 70 I 70 I 2.40 I 0.30 I 85.40 I 140.00 I 123.90 I 55.00 I 11 I 0.07 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-107 I SOPS I 8 I 650 I 190 I 140 I S.60 I 0.60 I 81.40 I 140.00 I 121.20 I 55.00 I 1L I 0.28 I Ps I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-108 I SOPS I 6 I 150 I 70 I 70 I 2.40 I 0.30 I 85.40 I 140.00 I 123.90 I 55.00 I 1L I 0.07 I PS I 2000 I x Desc:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-109 I SDVS I 8 I 550 I 275 I 140 I 1030 I 0.83 I 89.20 I 140.00 I 114.30 I 55.00 I 2L I 0.19 I PS I 2000 I z Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-110 I SDVS I 6 I 100 I 70 I 70 I 2.40 I 0.30 I 85.40 I 140.00 I 123.90 I 55.00 I 1L I 0.07 I PS I 2000 I x Desc:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-4-111 I FDVS I 6 I 200 I I 70 I 6,70 I 0.30 I 87.90 I 140.00 I 95.10 I 71.20 I 2LD I 0.05 I FTRM31 I 8000 I x Desc:2LD-2 Row Left Hand Discharge Connection I FTRM31-1"MERV 3 Return Air InletlDisposable)18000-Field Installed Controls Supplied by Others 1 I TU-4-112 I SDVS I 6 I 200 I 100 I 70 I 4.30 I 0.30 I 93.10 I 140.00 I 111.30 I 55.00 I 2L I 0.03 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-101 I SDVS I 12 I 1300 I 545 I 310 I 17.30 I 0.79 I 83.40 I 140.00 I 95.70 I 55.00 I 2L I 0.29 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-102 I SDVS I 12 I 1300 I 545 I 310 I 17.30 I 0.79 I 83.40 I 140.00 I 95.70 I 55.00 I 2L I 0.29 I PS 1 2000 I x Deco:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-103 I SDVS I 12 I 1400 I 550 I 310 I 14.80 I 1.40 I 79.10 I 140.00 I 118.60 I 55.00 I 11 I 1.83 I PS I 2000 I x Deco:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-104 I SDVS I 10 I 800 I 335 I 230 I 5.00 I 0.30 I 68.40 I 140.00 I 106.30 I 55.00 I 1L I 0.03 I PS I 2000 I x Deco:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-105 I SDVS I 24016 I 2160 I 1100 I 1100 I 30.90 I 3.00 I 80.10 I 140.00 I 119.20 I 55.00 I 1L I 2.56 I PS I 2000 I z Desc:SL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-106 I SOPS I 6 I 125 I 70 I 70 I 2.40 I 0.30 I 85.40 I 140.00 I 123.90 I 55.00 I 1L I 0.07 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-107 I SONS I 6 I 330 1 80 I 70 I 2.80 I 0.50 I 86.90 I 140.00 I 128.50 I 55.00 I 1L I 0.16 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-108 I SOPS I 6 I 200 I 80 I 70 I 2.50 I 0.30 I 83.40 I 140.00 I 122.80 I 55.00 I 1L I 0.07 I PS I 2000 I x Deco:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others The order and sale are made pursuant to the terms of the Sales Agreement and the Sales Policies set out in the latest Customer Service Handbook. R:\AID Jobs\Mike Morriston\Secured-2018\Templeton Elementary School TU.aio-projx Page 1 of 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••,3, Date Printed:4/23/2018 Job Name:Templeton Elementary School TU Qty Tag Model Inlet Dia Max Primary(CFM) Reheat(CFM) Min Primary(CFM) WC Capacity(MBH) Fluid Flow(GPM) LAT(°F) EWT(°F) LWT(°F) EAT(°F) Rows FPD(ft.w.g.) Accessories 1 Sequence Building 1 TU-5-109 SDV5 6 150 70 70 2.40 0.30 85.40 140.00 123.90 55.00 1L 0.07 P5 2000 x Desc:SL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-110 I SDV5 I 24x16 I 3030 I 1100 I 1100 I 30.90 I 3.00 I 80.10 I 140.00 I 119.20 I 55.00 I 1L I 2.56 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others I I TU-5-111 I SDV5 I 6 I 100 I 70 I 70 I 2.40 I 0.30 I 85.40 I 140.00 I 123.90 I 55.00 I 1L I 0.07 I PS I 2000 I x Desc:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-112 I SDV5 I 8 I 510 I 140 I 140 I 3.50 I 0.27 I 77.40 I 140.00 I 113.40 I 55.00 I 1L I 0.08 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-201 I SDV5 I 12 I 1500 I 550 I 310 I 19.50 I 0.91 I 86.80 I 140.00 I 96.60 I 55.00 I 2L I 0.36 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-202 I SDV5 I 12 I 1300 I 550 I 310 I 19.60 I 1.05 I 86.90 I 140.00 I 102.40 I 55.00 I 2L I 0.46 I PS I 2000 I x Deco:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-203 I SDV5 I 12 I 1300 I 545 I 310 I 15.00 I 1.50 I 79.60 I 140.00 I 119.80 I 55.00 I 1L I 2.04 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-204 I SDV5 I 10 I 1200 I 500 I 230 I 8.10 I 0.66 I 69.50 I 140.00 I 115.30 I 55.00 I 1L I 0.10 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-205 I SDV5 I 12 I 1640 I 550 I 310 I 15.00 I 1.50 I 79.50 I 140.00 I 119.70 I 55.00 I 1L I 2.04 I P5 I 2000 I x Desc 1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-206 I 50V5 I 10 I 1200 I 525 I 230 I 10.20 I 1.24 I 72.40 I 140,00 I 123.30 I 55.00 I 1L I 0.27 I P5 I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-207 1 SDV5 I 24x16 I 3000 I 1130 I 1100 I 40.40 I 1.65 I 87.00 I 140.00 I 90.60 I 55.00 I 2L I 0.74 I P5 I 2000 I x Deco:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-208 I SDV5 I 24x16 I 2040 I 1100 I 1100 I 19.70 I 0.85 I 71.00 I 140.00 I 93.30 I 55.00 I 1L I 0.34 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-5-209 I FDVS I 10 I 910 I I 230 I 42.40 I 2.98 I 95.70 I 140.00 I 111.20 I 72.20 I 2L0 I 3.11 I FTRM31 I 8000 I x Desc:2LD-2 Row Left Hand Discharge Connection I FTRM31-1"MERV 3 Return Air Inlet(Disposable)18000-Field Installed Controls Supplied by Others 1 I TU-6-101 I SDV5 I 12 I 1420 I 545 I 310 I 17.30 I 0.79 I 83.40 I 140.00 I 95.70 I 55.00 I 2L I 0.29 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-102 I SDV5 I 12 I 1400 I 545 I 310 I 11.90 I 1.20 I 74.60 I 140.00 I 119.90 I 55.00 I IL I 0.31 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-103 I SDV5 I 6 I 300 I 80 I 70 I 2.80 I 0.46 I 86.40 I 140.00 I 127.70 I 55.00 I 1L I 0.14 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-104 I SDVS I 12 I 1650 I 715 I 310 I 8.50 I 0.44 I 65.70 I 140.00 I 101.00 I 55.00 I 1L I 0.06 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-105 I SDV5 I 12 I 1500 I 70 I 70 I 3.00 I 0.30 I 94.00 I 140.00 I 119.50 I 55.00 I 11 I 0.03 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-106 I SDV5 I 12 I 1360 I 140 I 140 I 4.30 I 0.30 I 82.30 I 140.00 I 111.20 I 55.00 I 11 I 0.03 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-107 I SDV5 I 12 I 1440 I 550 I 440 I 19.20 1 1.00 I 86.30 I 140.00 1 101.20 I ss.00 I 2L 1 0.42 I Ps I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-108 I SDV5 I 12 I 1400 I 310 I 310 I 10.20 I 0.90 I 84,30 I 140.00 I 117.20 I 55.00 I 1L I 0.92 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-109 I SDVS I 16 I 2400 I 700 I 440 I 21.30 I 2.10 I 82.30 I 140.00 I 119.50 I 55.00 I 1L I 1.09 I PS I 2000 I x Deco:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-110 I SDV5 I 12 I 1440 I 545 I 310 I 11.90 I 1.20 I 74.60 I 140.00 I 119.90 I 55.00 I 1L I 0.31 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others I I TU-6-111 I SDV5 I 14 I 1500 I 550 I 440 I 17.20 I 1.47 I 83.00 I 140.00 I 116.30 I 55.00 I 1L I 2.62 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-112 I SDV5 I 12 I 1460 I 545 I 310 I 11.90 I 1.20 I 74.60 I 140.00 I 119.90 I 55.00 I 1L I 0.31 I PS I 2000 I x Desc:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-201 I SDV5 I 12 I 1460 I 550 I 310 I 19.70 I 0.93 I 87.10 I 140.00 I 97.20 I 55.00 I 2L I 0.38 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-202 I SDV5 I 12 I 1420 I 550 I 310 I 14.40 I 1.27 I 78.50 I 140.00 I 117.00 I 55.00 I 1L I 1.58 I PS I 2000 I x Deco:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-203 I SDV5 I 14 I 1980 I 845 I 440 I 23.10 I 2.20 I 79.50 I 140.00 I 118.80 I 55.00 I 11 I 4.91 I PS I 2000 I x Deco:SL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-204 I SDV5 I 14 I 1600 I 525 I 310 I 14.30 I 0.85 I 79.40 I 140.00 I 106.00 I 55.00 I 1L I 1.13 I PS I 2000 I x The order and sale are made pursuant to the terms of the Sales Agreement and the Sales Policies set out in the latest Customer Service Handbook. R:\AIO Jobs\Mike Morrision\Secured-2018\Templeton Elementary School TU.aio-projx Page 2 of 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • aa.e Date Printed:4/23/2018 Job Name:Templeton Elementary School TU Qty I Tag I Model I Inlet Dia I Max Primary(CFM) I Reheat(CFM) I Min Primary(CFM) I WC Capacity(MBH) I Fluid Flow(GPM) I LAT co I EWT(CF)I LWT(°F)I EAT(°F)I Rows I FPD(ft.w.g.)I Accessories 1 I Sequence I Building Desc:IL-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-205 I SDV5 I 12 I 1620 I 545 I 310 I 19.40 I 1.03 I 86.90 I 140.00 I 102.10 I 55.00 I 2R I 0.45 I PS I 2000 I x Desc:2R-2 Row Right Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-206 I SDV5 I 12 I 1420 I 545 I 310 I 14.70 I 1.40 I 79.20 I 140.00 I 118.70 , 55.00 I 1L I 1.83 I PS I 2000 I x Dens:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-207 I SDV5 I 14 I 1740 I 700 I 440 I 21.30 I 2.28 I 82.30 I 140.00 I 121.10 I 55.00 I 1L I 5.19 I PS I 2000 I x Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 1 TU-6-208 I SDV5 I 12 I 1460 I 550 I 310 I 19.60 I 1.05 I 86.90 I 140.00 I 102.40 I 55.00 I 2L I 0.46 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-209 I SDV5 I 12 I 1400 I 545 I 310 I 15.00 I 1.50 I 79.60 I 140.00 I 119.80 I 55.00 I 1L I 2.04 I P5 I 2000 I 0 Desc:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-210 I SDV5 I 24x16 I 2990 I 1100 I 1100 I 35.20 I 3.50 I 83.70 I 140.00 I 119.60 I 55.00 I 1L I 3.29 I PS I 2000 I x less:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-211 I SDV5 I 12 I 1640 I 555 I 310 I 15.10 I 1.50 1 79.30 I 140.00 I 119.70 I 55.00 J 1L I 2.04 I PS I 2000 I x Dens:1L-1 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-212 I SDV5 I 12 I 1620 I 545 I 310 I 19.40 I 1.03 I 86.90 I 140.00 I 102.10 I 55.00 I 2L I 0.45 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others 1 I TU-6-213 I SDV5 I 12 I 1530 I 540 I 310 I 19.20 I 1.02 I 86.90 I 140.00 I 101.90 I 55.00 I 2L I 0.44 I PS I 2000 I x Desc:2L-2 Row Left Hand Connection I PS-Protective Shroud 12000-VAV-Field Installed Controls Supplied by Others The order and sale are made pursuant to the terms of the Sales Agreement and the Sales Policies set out in the latest Customer Service Handbook. R:\AIO Jobs\Mike Morrision\Secured-2018\Templeton Elementary School TU.aio-projx Page 3 of 3 • SDV5 Single Duct TerminE 4- 4]1'ICL Submittal Sheet Item Tag: Tu- -zit • :SDV5 Single Duct w/ Hot Water Coil •, L SUP , o 7 . _1., AIR D O A (3) FLOW o O C • RECTANGULAR INLET O • 38(89)— 1—.-- • -.-• Outlet Inlet Length(L) Unit Size Max Airflow• B C A 1-2 Rows 24x16 8400 38 18 24x16 24 • •Digital Controls • WW1 181/'(470) canpls • nurnwRSENSOR ENCLOSURE�l 4'(121) +5 ��...III I IF I • Controls are supplied by controls contractor and 4111.•� -_' .I c field installed , • Controls Enclosure will be supplied as illustrated QLD„, on right hand side unless specified otherwise • - �-�-�..._. 9"(241) A- 1(3) a AIRII • PS- NEMA 1 Controls Enclosure, listed to UL50 SC_ -�• *MAX 195) .I • Multi-point Primary Airflow Sensor supplied by 231"(606) 3'(89) —+� F-- AS: Price lkif SINNmI 24x16 T(178) • • •Notes Liner FG50 •• 22 Ga.zinc coated steel housing. Mechanically sealed and Internal Insulation–Fiberglass W (13mm)thick, min. 1.5 lb/cu.ft gasketed, leak resistant construction density, meets requirements of NFPA90A and UL 181. •• Rectangular discharge opening with slip and drive cleat duct R-Value=2.1 (• connection • HOUSING ., i , • ,A`U...�i CERTIFIED, "� "" -- -- - - FIBERGLASS • vAe 1 ds INSULATION (AHRI St.Ands d 8fi1} • • HOT MELT EDGE %►�, TREATMENT HOUSING ON EXPOSED EDGES • • • • • PROJECT: Templeton Elementary School TU SUBMITTAL NO: 258148-L SUBMITTAL DATE: 4/23/2018 •ENGINEER: CUSTOMER:TBD iiiDESCRIPTION: Single Duct-DDC By Others W.SDV5//I/2000/24x16/FLD/CFM//1 L/0.0///HC/////////FG50//PS/////////////////////// 0opyright Price Industries 2018 All metric dimensions 0 are soft converted.Imperial dimensions are converted to metric and rounded to the nearest millimeter. $keting Release version:2.18.4.2,All In One version:3.18.4 Information within this document is subject to change without notice. • SDV5 Single Duct Termine 4� ippricet Submittal Sheet Item Tag: TU-b-21( • •High Capacity Water Coil 1L •1 Row Left Hand Connection B �{ WATER CONNECTIONS • —►OUT 41 MIN CLEARANCE SIR ► Inlet Size B C Coil Connection ra W 11/2"(38)-H1*- LOW 1 Row 2-4 Rows 1-2 Rows 3-4 Row: • IN I\\ 24x16 38 18 7/8 7/8 5 7 1/4 • l�W SLIP&DRIVE CONNECTIONS • Water Coil Notes • • Fabricated from 22 Ga. galvanized steel mechanically sealed, • Hot water coils have copper tubes and aluminum fins with O.D. leak resistant construction sweat connections 4) • Configuration of coil connection varies with size &circuitry of • Refer to submitted terminal unit schedule for air volumes and • coil. reheat coil capacities • Performance rated and certified in accordance with the current • Method of venting reheat coil is to be provided by installing • edition of AHRI standard 410 contractor • • HC- High capacity coils supplied with 12 fins per inch • Hand of water coil connections is determined when viewed from air inlet side •• • 0 • • • • • • • • • • i • • • • • 411/• PROJECT: Templeton Elementary School TU SUBMITTAL NO: 258148-L SUBMITTAL DATE:4/23/2018 •ENGINEER: CUSTOMER:TBD diiDESCRIPTION: Single Duct-DDC By Others SDV5//I/2000/24x16/FLD/CFM//1 L/0.0///HC/////////FG50//PS/////////////////////// opyright Price Industries 2018 All metric dimensions()are soft converted.Imperial dimensions are converted to metric and rounded to the nearest millimeter. *keting Release version:2.18.4.2,All In One version:3.18.4 Information within this document is subject to change without notice. • 43 • • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • 1 Unit: TU-3-101 thru 6-213 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • Design Short Accel, SDS= 0.72 Component Amplification Factor, ap= 2.5 • Unit Operating Wt,W, (lb) = 125 Response Modification Factor, RP*= 6.0 Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 • Comp Attachment Elev, z(ft) = 30 C.G. Location,XCG (in) = 11 • Unit Dimensions,X(in) = 24 YCG(in) = 8 • Y(in) = 18 ZCG (in) = 15 Seismic Force, Fp (Ib) = 45 • Seismic Force Limits, Fpmax(Ib) = 143 1 • • R, Re ( • Fpmin (lb) = 27 FPY—CG • Load Eccentricity, ex(in) = -1.0 v 1` F•Px � � z ey(in) = -1.0 I C R. Ra Mil • Check Limits, Fp (Ib) = 45 «- • R.. R. R:, R3 • Overturning From Fp (lb-in)= 670 X • PLAN ELEVATION Calculate Gravity Corner Calculate Seismic Calculate Seismic Calculate Vertical • Reactions(D): Corner REX(Fpx): Corner REQ,(Fpy): Accelerations E„*{R}: • R1 (lb) = 30 REX1 (Ib)= 14 RE„, (lb)= 19 E„1 (Ib) = 3 • R2 (lb) = 25 REX2 (lb) = -14 REy2 (Ib) = 19 Eve (lb) = 3 R3 (Ib) = 32 REX3 (lb) = -14 REy3 (Ib) = -19 Es/3 (lb) = 3 • R4 (lb) = 37 REX4 (Ib)= 14 REy4 (Ib) = -19 EA (Ib) = 4 • • Unit Corner Reactions(ASD Basic) R1 R2 R3 R4 • Max 52 46 54 60 • Min -3 -6 -3 0 • Note: Positive is down (uplift will show as negative) • Cable Brace Design • • !Required Cable: I Gripple GS10 Cable (@ aprox.45°each direction) I • Tmax(Ib) = 63 Tallow(Ib) = 210 .`. OK • • Combined= 0.30 .•. OK (Tm/Ta)<_1.0 • 'Required Anchor: I (3/8") dia (3") Embed.. Simpson Strong-Bolt 2 • • Tauow(Ib) = 492 Vauow(Ib) = 773 • Combined= 0.15 .•. OK (vm/va) + ('m/Ta)<1.2 • • • • • • Templeton Elementary School April 11,2018 44 • • UH-101,102 Tag Data- Hydronic Unit Heaters (Qty: 2) Max operating wt: 30 lbs • Item Tag(s) Qty Description Model Number B1 UH 101 1 Hydronic Unit Heaters UHSB0361T*A10000000 • B2 UH-102 1 Hydronic Unit Heaters UHSBA251T*A10000000 • • Product Data- Hydronic Unit Heaters • All Units • Unit heater- S 115/1/60 • Totally enclosed motor . Copper Tubes OSHA fan guard • Item: B1 Qty: 1 Tag(s): UH-101 O 36,000 BTU/HR • Item: B2 Qty: 1 Tag(s): UH-102 • 24,800 BTU/HR • • • • UH-1O1 Performance • Approx.Shipping Weight=30 lbs.each • Performance Selection Parameters Selected Unit Performance Data • Calculation Type=Water Nominal Output BTU/HR=26,100 • Req. BTU Out=14,000 Adjusted Nominal Output BTU/HR= 14,145 Entering Water Temperature(°F)= 140 Adjusted GPM=.7 • Entering Air Temperature(°F)=55 Adjusted Final Air°F=79 • Water Temperature Drop(°F)=5 Adjusted Pressure Drop= .9 GPM=.7 Unit Rating Type= HI • Propylene Glycol(%)=0 =******************** • Altitude=1,000 Motor Volts= 115 Motor Phase= 1 . Motor Hertz=60 Motor Amps=1.2 • Motor HP=25W • Motor MCA=1.5 • Motor Max Fuse= 15.0 Maximum Mounting Height=9 ft. • Approx. Max.Throw=28 ft. • Note= Height&Throw is based on 60°F entering air • • • • • • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 16 of 22 Others • • Templeton Elementary School April 11,2018 45 • • UH-102 Performance • Approx.Shipping Weight= 25 lbs. each • Performance Selection Parameters Selected Unit Performance Data • Calculation Type =Water Nominal Output BTU/HR =24,800 • Req. BTU Out= 12,000 Adjusted Nominal Output BTU/HR = 13,471 Entering Water Temperature (°F)= 140 Adjusted GPM = .63 • • Entering Air Temperature (°F) = 55 Adjusted Final Air°F = 76 • Water Temperature Drop (°F) = 5 Adjusted Pressure Drop = 22 • GPM = .63 Unit Rating Type = HI • Propylene Glycol (%) = _ ******************** • Altitude = 1,000 Motor Volts= 115 • Motor Phase = 1 • Motor Hertz = 60 • Motor Amps = 1.2 Motor HP = 25W • Motor MCA= 1.5 • Motor Max Fuse = 15.0 • Maximum Mounting Height = 9 ft. • Approx. Max. Throw = 29 ft. • Note = Height &Throw is based on 60°F entering air • • • • • • • • • • • • • • • • • • • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 17 of 22 Others • • Templeton Elementary School April 11,2018 46 • Unit Dimensions- Hydronic Unit Heaters • Item: B1 Qty: 1 Tag(s): UH-101 • • • 111111 Jill IIIIIIIM 1 1/4"NPT(INT)HOT • WATER • RETURN OR STEAM SUPPLY CONN • • • • • 18" ill • • • • 1 1/4"NPT(INT)HOT WATER SUPPLY OR STEAM RETURN CONN • 111111 1111 L-----12 /4"--] k2 15/16" 3" - • 7 5/16"� 6 1/8" j • • 145/8" - RIGHT VIEW • (2)3/8"-16 THREAD TAP MOUNTING HOLES • FRONT VIEW 'q, 12 7/8" • 41. • 11111 • 'I • • 4„ • • NUMBER OF NOMINAL SHIPPING LOUVERS FAN DIA. WEIGHT • 5 10" 30.0 lb 1• NOTE: 1.ARROW INDICATES THE DIRECTION OF AIRFLOW. • • • • • ISO1 VIEW / • • • • • FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 19 of 22 Others • • Templeton Elementary School April 11,2018 47 • Unit Dimensions- Hydronic Unit Heaters • Item: B2 Qty: 1 Tag(s): UH-102 • • • • • • =i---71 0 • • • I • 11 1/4" 16" • • • • 411• 18" < 2" *- '' 3 1/8" 3 1/2" • FRONT VIEW l 51/4° • RIGHT VIEW • (2)3/8"-16 THREAD • TAP MOUNTING HOLES ' • 16 3/16" • • • • -1 • 1 3/4" • \! -NOMINAL 3/8"(TYPE M COPPER) • HOT WATER RETURN CONN • • • NOMINAL 3/8"(TYPE M COPPER) HOT WATER SUPPLY CONN • NUMBER OF NOMINAL SHIPPING \� LOUVERS FAN DIA. WEIGHT III 5 10" 25.0 lb ISO1 VIEW NOTE: • 1.ARROW INDICATES THE DIRECTION OF AIRFLOW. • • • • FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 20 of 22 Others 0 • 48 • • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of Unit: UH-101,102 Calculated By: YDK • Checked By: NKB Date: 5/31/2018 • • Design Short Accel, Sos= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp (Ib) = 30 Response Modification Factor, Rp*= 6.0 Average Roof Height, h (ft) = 30 Importance Factor, Ip= 1.0 • Comp Attachment Elev, z(ft) = 30 C.G. Location,XcG (in) = 7 • Unit Dimensions,X(in) = 15 YcG (in) = 3 • Y (in) = 6 ZCG (in) = 18 Seismic Force, Fp (lb) = 11 • Seismic Force Limits, Fpmax(Ib) = 34 ` •R. RP• �\\ME • Fpmin (Ib) = 6 Fpy a 1 i CG Load Eccentricity, ex(in) = -0.5 Y ? 0Fpx • ey(in) = 0.0 Ra ZCGM • Check Limits, Fp (Ib) = 11 R. ' ' R,, R. Ra, Ra • Overturning From Fp (lb-in)= 193 , x _ • PLAN ELEVATION Calculate Gravity Corner Calculate Seismic Calculate Seismic Calculate Vertical • Reactions(D): Corner REx(Fpx): Corner REy(Fpy): Accelerations Ev*{R}: • R1 (Ib) = 8 RExi (Ib) = 6 REyi (Ib) = 16 Ev1 (lb) = 1 R2 (Ib) = 7 REx2 (Ib) = -6 REy2 (Ib) = 16 Ev2 (Ib) = 1 • R3 (Ib) = 7 REx3 (Ib) = -6 REy3 (lb) = -16 Ev3 (Ib) = 1 • R4 (Ib) = 8 REx4(Ib) = 6 REy4 (Ib) = -16 Ev4 (Ib) = 1 • Unit Corner Reactions(ASD Basic) • R1 R2 R3 R4 • Max 25 24 24 25 • Min -12 -13 -13 -12 • Note: Positive is down (uplift will show as negative) • Cable Brace Design • • !Required Cable: I Gripple GS10 Cable(@ aprox.45°each direction) ! • Tmax(Ib)= 18 Tallow(Ib) = 210 ... OK • 110 Combined= 0.08 .•. OK Cm/Ta)<_1.0 • 'Required Anchor: I (3/8")dia(3") Embed.. Simpson Strong-Bolt 2 ! • • Tailow(lb) = 492 Vanow(lb) = 773 • Combined= 0.04 .•. OK (vm/va) + ('m/Ta)'-1.2 • • • • • i • • • • • • • • • • • • • • • • • • • • • • • • ,S • • • • • • • • • •4f Max operating wt: 52 lbs I 7.52 10.99 10.90 10.14 [19t] ~ [279] [277]- [258] 5.00 8.73 7.88 [127] ~ [222] (4) TO] DIA [8.00�I ��III (4) .38 DIA [10] �� [203] I ~ [200]1 (101 o i o • !-% I . . . r Imo ' 3.172 -----(5"\.......j.._73.07 [81] 1 KEYPAD LOCATION I. F-1 KEYPAD LOCATIONNN DSE OP WHEN 007 OPTION IS NOT SELECTEDDN 25.35 IS NOT SELECTED 25.35 [644] '1 [644] ° ® ° ° 0 ® 0 32.83 ;1 36.82 [834] ® - [935] 44130 t�+II 38.56 40.38 39.73 1. 43.75 45.14 + [L 1 ] I [979] [1026] I l . [1009] ` I [1111] [1147] KEYPAD LOCATION 19.15 KEYPAD LOCATION I I 23.48 WHEN 007 OPTION IS SELECTED [486] WHEN D07 OPTION [596] 10 Lt IS SELECTED C IMIll 4.46 2.61 + [113] C [66] © + L .� ,� t + 5.005.15 4.06 [127] . [131] _ [103] 8.00 SIZE A ENCLOSURE [203]~ 1-20 HP 208/230V 1-15HP 460V SIZE B ENCLOSURE 15-25 HP 208/230V 9.04 20-25HP 460V r [230] 12.54 [319] r&-nui el 6 _] dr FOR 1/2", 3/4", 1" 111HIIIU. CONDUIT. °•UUU.tI FOR 1/2", 3/4", 1" O O I♦EECONDUIT. j �� I♦_ °OOO DUAL DIMENSIONS:INCHES MILLIMETERS ElSQUARE 0 OUTLINE DRAWING ENCLOSURE A & B S-FLEX by Schneider Electric DWG{[ 80462-220-00 N0. JANUARY 2012 80462-220-00 • 50 • • > Selection guise • • 460 V* Full Height Width SDepth Weight • hp loadOptions • Catalog number A in. mm in. mm in. mm lb kg • SFD212CG4Y" 1 2.1 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 A06=BACnet SFD212DG4Y" 2 3.4 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 B06=LonWorks • SF0212EG4Y" 3 4.8 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 C06=Metasys N2 006=APOGEE P1 • SFD212FG4Y" 5 7.6 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 N06=Modbus monitoring • SFD212GG4Y" 7.5 11 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 W=Without bypass SFD212HG4Y" 10 14 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 Y=Full-voltage bypass • SFD212JG4Y" 15 21 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 A07= Drive inputdisconnect switch • SFD212KG4Y" 20 27 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 B07=Line contactor SFD212LG4Y" 25 34 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 X07=LCD text keypad • X07=Three-phase • SFD212MG4Y" 30 40 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 AC line reactor SF0212NG4Y" 40 52 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 • SFD212PG4Y" 50 65 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 • SFD212QG4Y" 60 77 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 • SFD212RG4Y 75 96 64.900 1,648.5 15.243 387.2 11.915 302.7 206 93.440 SFD212SG4Y 100 124 64.900 1,648.5 15.243 387.2 11.915 302.7 206 93.440 • 230 V Full Height Width Depth Weight • hp load Options Catalog number A in. mm in. mm in. mm lb kg • SFD212CG3Y 1 4.2 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 A06=BACnet • SFD212DG3Y 2 6.8 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 B06=LonWorks SFD212EG3Y 3 9.6 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 D06=Metasys N2 • D06=APOGEE P1 SFD212FG3Y 5 15.2 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 N06=Modbus monitoring • SFD212GG3Y 7.5 22 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 W=Without bypass • SFD212HG3Y 10 28 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 Y Full-voltage bypass A07=Drive input • SFD212JG3Y 15 42 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 disconnect switch SFD212KG3Y 20 54 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 B07=Line contactor • SFD212LG3Y 25 68 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 007=LCD text keypad X07=Three-phase • SFD212MG3Y 30 80 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 AC line reactor • SFD212NG3Y 40 104 64.900 1,648.5 15.243 387.2 11.915 302.7 206 93.440 208 V Full • Height Width Depth Weight hp load Options • Catalog number A in. mm in. mm in. mm lb kg • SFD212CG2Y" 1 4.6 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 ' `+ SFD212DG2Y" 2 7.5 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 B06=LonWorks • SFD212EG2Y" 3 10.6 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 C06=Metasys N2 D06=APOGEE P1 • SFD212FG2Y" 5 16.7 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 N06=Modbus monitoring • SFD21GG2Y" 7.5 24.2 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 W=Without bypass SFD212HG2Y" 10 30.8 40.375 1,025.5 8.714 221.3 7.895 200.5 52 23.587 Y=Full-voltage bypass • A07=Drive input SFD212JG2Y- 15 46.2 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 disconnect switch • SFD212KG2Y" 20 59.2 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 B07=Line contactor SFD212LG2Y 25 74.8 45.142 1,146.6 12.215 310.3 8.725 221.6 111 50.349 X07=LCD text keypad • X07=Three-phase • SFD212MG2Y 30 88 62.006 1,575.0 12.532 318.3 10.916 277.3 140 63.503 AC line reactor SFD212NG2Y 40 114 64.900 1,648.5 15.243 387.2 11.915 302.7 206 93.440 • *460 V and 208 V catalog numbers with B07D07 options are stocked items available in 2-3 days(ex.,SFD212CG4YB07D07); • Additional catalog numbers available using product selection.Custom orders require additional lead time(approx.18 days). • Note:All dimensions and weights are shown for S-Flex drive with bypass option. "AHRI Standard 1210 Certified • 6 • • 51 • • • Mechanical Equipment Anchorage • Per ASCE 7-10 Job: Templeton ES • Sheet No. Of • Unit: VFD's Calculated By: YDK Checked By: NKB Date: 5/31/2018 • • Design Short Accel,SDs= 0.72 Component Amplification Factor,ap= 2.5 • Unit Operating Wt,Wp(Ib) = 52 Response Modification Factor, Rp*= 6.0 Average Roof Height, h (ft) = 30 Importance Factor, 1p= 1.0 • Comp Attachment Elev,z(ft) = 30 C.G. Location,XcG (in) = 5 • Unit Dimensions, X(in) = 9 YCG (in) = 4 • Y(in) = 8 ZCG (in) = 40 Seismic Force, Fp (Ib) = 19 • Seismic Force Limits, Fpmax(Ib) = 59 1 •Rt R:• /�Nc • Fpmin (Ib) = 11 I Fpy• • Load Eccentricity, ex(in) = 0.5 Y 1 COCG Fpx YCG ZM il • ey(in) = 0.0 1 I R. R3 zca Check Limits, Fp (Ib) = 19 y • • • s— xcG —� R,, R. Rz, R3 Overturning From Fp (lb-in)= 744 x �� • PLAN ELEVATION • Calculate Gravity Calculate Seismic Corner RE. Calculate Seismic Calculate Vertical Corner Reactions(D): (Fpx): Corner REy(Fpy): Accelerations E„*{R}: • R1 (Ib) = 12 RExi (Ib) = 41 REyi (Ib) = 46 EY1 (Ib) = 1 • R2 (Ib) = 14 REx2 (Ib) = -41 REy2 (Ib) = 46 Ev2 (lb) = 1 • R3 (Ib) = 14 REx3 (Ib) _ -41 RE,3 (Ib) = -46 Eva (Ib) = 1 R4 (Ib) = 12 REx4 (Ib) = 41 REy4 (Ib) = -46 EY4(Ib) = 1 • • Unit Corner Reactions(ASD Basic) • R1 R2 R3 R4 • Max 59 62 62 59 Min -41 -39 -39 -41 • Note: Positive is down (uplift will show as negative) • • Anchorage Design • 'Anchor Mfg, Size and Embedment: (4)-1/4-14 Tek screws I • • • Vmax(Ib) = 71 Vaiiow(Ib) = 1442 .. OK Vmax=(Cc)*(Max Down Reaction)Fp/W t • Tmax(Ib) = 81 Tallow(Ib) = 613 .. OK • Tmax=(Cc)*(Max Uplift Reaction) • Combined= 0.18 .•. OK (vm/Va) + (Tm/Ta) < 1.2 • • • • • FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 1111 = . Transmittal Letter T I v A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • ww.tigard-or.gov TO: �fi ''t 6- I i ria r ATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED JAN 7 2019 FROM: • MGti� (� � CITY OF TIGARD COMPANY: T-rk P t t W QIt rntv\ 3UILDINIG DIVISION PHONE: So3 r By: RE: (1(;)0 0 S VV MU1 / £Z) (Site Address) (Permit Number) 1-1 y ala o>z 1 (Project name or subdivision name nd lot nu er) ATTACHED ARE THE FOLLOW G ITEMS: Copies: Description: / Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Pfiviced, cu%j7fl x4 -lur S&l srniC vlhrak-70 ail(;u16thua Temple-bvi 7 FOR OFFICE USE ONLY Rout to Permit Technician: Date: Initials: Fees Due: Yes ❑ No Fee Description: Amount Due: De4erred Su/on-11 -ta-cls $ . L60� . tV_ Special Instructions: Reprint Permit(per PE): ❑ Yes No 14 0 one Applicant Notified: Date: jS../q Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc