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HomeMy WebLinkAboutPlans (36) 0 Py Z- STRUCTURAL CALCULATIONS E EIV L FOR APR 1 ? E18 CITY OF 1';CiARD RED HILLS 3UlLD! f 15887 SW 72ND AVE PORTLAND, OR 97224 -- ROOF MECHANICAL UNITS -- 0 PRop r`S �N1 I NEFR �4 VV I „olio or ORE ✓ JG<Y 16 1909• �0 �� I EXPIRES:12/31/18 OFFICE COPY CITY OF TIGARI) REVIEWED FOR CODE COMPLIANCE Approved: P OTC: Permit #: nn �y n Contents Summary Si Address: wc R s'] S , n ei A0 Details A-B Dl -D2 Suite #: Gravity Calculations G1-G2 Contact Person: John E Nor PE Date: Lateral Calculations Ll-L2 • - 1�� Enclosures El-E6 NORDLING Proj.No.: 18-065 STRUCTURAL RED HELLS UNITS AseY V. ENGINEERS, LLC PAC PAC TRUST 6775 SW 711th.Suite 200•Beaverton OR.97008 Date:FEB 2018 By:JEN Sheet No.:COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 iIP1-I (3 sec gust, VuLT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.966 Si = 0.419 SDs= 0.111 SDI = 0.442 There are two new roof mounted mechanical units. RTU-1 RTU-2 48KC 06 48KC 05 Curbs weight 591 lbs weight 544 lbs weight 94 lbs length 14" length 14" height 14" width 41" width 41" might 41" height 33" • 1111Z11 NORDLING Proj.No.: 18-065 I 4 STRUCTURAL MEC I����RED N7�TT�•�Ty S ENGINEERS, LLC PAC TRUST 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2018 By:JEN Sheet No.:SI , . . . . . . ' . . . . .0 I. 1-4 (V O • N N X O - x • X O (D CI N CI CY) 11 tD co• — J G9- � Co MX) 2x12 : 0 : � tea. £PS1as I , ,.. _ �� . ..e.... .... j tr.-to ¢mss I tlo , . :1:, 1 . .,' 5 N % ......_\.........„11 ' X N j X ^---� x O .4- 1- • d r O .r�occ�f �' I .1 le • ...1 1 AG EV /.j 1pf. L,41 e L .._ • — • IDON..1 :4.Tb-,..f i. 2 1---iPr Aa 141 s=i'scO c=1g& v- tiii o, _ �=--. - ,\ ) PROOF, 13'V', 50.-114) t R - cJ �G I N I , . 01 GON it �J .7 • j4 .-... ..q0': tiN F• Novo' EXPIRES:12/31/18 NORDLING Proi.No.: 18-065 ji7STRUCTURALRED FULLS ® ENGINEERS, LLC • NEcx'UNITS PAC TRUST • 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:FEB 2018 By:JEN Sheet No.: QI L(4,)STEEL BRACKETS W/ (4) *10 x L2' TEK SCREWS TO CURB 4 (4) "10x1'2' ' TEK SCREWS TO UNIT BASE RAIL • k. MEG-IANICAL UNIT--N , )_______ UNIT BASE RAIL , (4) •I0 SCREWS STEEL BRACKET / t_iv CURB--a *12 WOOD SCREWS 612' o% (111,2' PENETRATION) TYP U.N.O. 4x10 WI SIMPSON -LEVELING CURB (AS REQ'D) iit-cA 'U26' EACH END E aik —FLASHING 4 ROOFINGS By OTHERS 1 , f. t I1 )( i ' 1 it TWO ROWS 1441 x 3' SIMPSON 1' 2x12 SDS SCREWS 612' o% EACH III A '__ f _______________________________J 2x12 EACH SIDE (E)GL GIRDER (E)4x16 .� B PROO�C1, '\ *.'" 'N se/ `1/0 PA 12,187 • • . •REGON DETAIL. vpy �<r �s, +9 QCs N E• No0- EXPIRES:12/31/18 NORDLING Proj.No.: 18-065 k STRUCTURAL, • REDS 4 40 p. MECH UNITS ENGINEERS, LLC 6775 SW 111th, 200Suite o•Beaverton OR.97038 PAC TRUST Date:FEB 2018 By:JEN Sheet No.:D2 • f .. __, - .. . Se... 'yf' ► 3 0 2 1 0 0 I . N _ N • N • X - • •, X r X 0 tee..... - ---i •! , - ePf•(,41 e S-1.6474,- ' - _ ' • 0 R� -i :411P-.hJ >> .. :....... : 9 .: . P=143 $=4.562 dvlq- t a D tatl:: . -'t: $•¢-1 1O( D'114...I,• a llrt • - Dui to. •7 AL1`..- : : :K - t • iw' inlmi !S Baia • r..... )439 ti•CL-15; std..AA' 4,- 4641- CE044. 4/-F,i) f NORDLING Proj.No.: 18-065 Li . ,__.,, k STRUCTURAL • RED BILLS MECH UNITS ® ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200-Beaverton OR,97008 Date:FEB 2018 By:JEN Sheet No.: 6 Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:02122118 Page: MULTI-SPAN TIMBER BEAM DESIGN RED HILLS-ROOF UNITS A-(TU B-(EXIST) B-(REINF) GENERAL DATA -1 - -3 4- All Spans Simple Support?? : YES Spans Length ft 24.00 24.00 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.900 Beam Depth in : 5.50 15.25 15.25 CALCULATED VALUES -OK- No Good! -OK- Ft-Modified Allow. psi : 1345.5 1679.7 1679.7 fb-Actual. psi : 785.5 1813.9 1627.8 F'v-Modified Allow. psi : 207.0 207.0 207.0 fv(actual)*1.5 psi : 48.0 90.0 80.8 Moment @ Left k-in : 0.0 0.0 0.0 Moment @ Right k-in : OA 0.0 0.0 Max.Mom.@ Mid-Span k-in : 13.9 246.1 246.1 X-Dist ft : 5.50 11.84 11.84 Shears: Left k : 0.40 3.56 3.56 Right k : -0.65 -3.39 -3.39 Reaction @ Left DL k : 0.09 0.96 0.96 LI. k : 0.31 2.60 2.60 Total k : 0.40 3.56 3.56 Reaction @ Right DL k : 0.13 0.96 0.96 II k : 0.52 2.43 2.43 Total k : 0.65 3.39 3.39 Max.Defl.0 Mid Span in : -0.139 -1.145 -1.028 X-Dist ft : 4.00 12.00 12.00 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 Fb:Basic Allowable psi : 1170.0 1500.0 1500.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1800 1800 Load Duration Factor 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Uniform DL plf : 20.0 80.0 80.0 LL pit : 50.0 200.0 200.0 Point DL # : 75.00 LL #: 450.00 230.00 230.00 X-Dist. ft : 5.50 3.00 3.00 QUERY VALUES Location..... ft: 0.00 0.00 0.00 Shear #: 0.40 3.56 3.56 Moment k-in : 0.00 0.00 0.00 • Deflection in : 0.000 0.000 0.000 V4.462(c)1983-95 ENERCALC G.& Bruce W.Kenny,KW06091431-A ASCE 7.10 Standard Roof Top Meth Unit Location 45°24'18.86"N Ss and S1=Mapped Spectral Acceleration Values 122°44'56.92"W 15887 SW 72nd Ave,Portland,OR 97224 Ground Motion Ss 0.966 Si 0.419 Occupancy Category II Site Coefficients F8 1.11 Site Class D FF 1.58 Importance Factor 1.00 Height ofStructure 20.0 ft SMS Fa* Ss 1.076 SMi F„* Si 0.662 Design Category(SDC) D SDs (2/3)SMS 0.717 SDi (2/3)SMi 0.442 Air Side HVAC FP,rmv= 03 SDS IP WP ap 2.50 RP 6.00 = 0215 WP->*0 0.151 0.4•ap FPMAX= 1.6 SDs IPWP •S�•Ip z FP= R C1+2•h •Wp = 1.15 WP 0 0.803 z= 20.0ft ASD FP= 0.36 WP->*0.7 0.251 I Eq= 0.284W+0.2 SDS W W:Weight ofUnit z= 24.0 ft FP= 0.41 WP>*0.7 0.284` ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qZ: 23.24 psf kz: 030 Unit Weight 691 lbs first: 0.85 Ka: 0.90 Unit Height 41" Cf: 1.30 Kzt: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Glob Height 14" WP: 48.8 psf P: 617 lbs-ASD T=617 lbs*(14"+41"12)/47" -0.6*691lbs/2 =246 lbs Net Uplift r' NORDLING Proj.No.: 18-065 STRUCTURAL 144. MECH UNITS RED HILLS�r ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200-Beaverton OR.97008 Date:FEB 2018 By:]EN Sheet No.:L1 Prcjec _ � Certified Drawing for.5 ton Prepared 8v: T V - f 05/10/2097 06:28AM nr, 114 a::Ea E E ,k)',. uisi ' igirmrr, rt CS mg/ 1s i.41. W111111 �({ ' . � 3r§ i. j 111 ;II` 1 1: N r0A A1fME10fr101{ 01/t117S1At[p 21 i0 IMr ara tlrilG. CORNER A CORNER D I 0 S • moi; B CORNER D -.-�_, r i CORNER C TOP ( .1 gi • r li O• 'r`= - -- ' aim,© . O C3 . I TNONr tort 09-10-14 0 -'6 ROLE Z'' L T' CAL 48NC000281 COALING WITH GAS NEAT - ac aged Rooftop dui d 1.46 INA age 24 of 43 Project-untiae 11 Certified Drawing for 5 ton • Prepared By: RTU.- ` 05/10/2017 08 e_ 2 xofEYl . t.111911 YitluaTEIIt►14N10N orthimOtamS j[NMT." Finial* n .'� < t. �,stL< ' <-'.OL''!{t, B9EP B caw N aurin C a i 'li UN INN Y. Nc' , .'�'tif'tR YW Y. UNCTION*NI now i LL;}>��j�� �� COMMA MU„..t,i tE ��11111 a a I.A I At UN TM 0111 flail MN INT MI moi. 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'' man '°� r TM►3=►b1/700M1I,G MO 100.11N!114d1 UM no 93111.'n 7 I L• ' aMN , Mgt• -•^�' 13110711163 eve La►1..3%1_i ' 1 KIM 3311031103 112 WWI 3 • Ma_1 3101 MIN 10W100 11311 710 181.1(I 1 F�----- MU 03331 NM 110.1111.111 3`3 11033/111 A1499133304-1101113.1 1 !nx}iNN UM 1061b111a an.111 M ,it,} .1P4 -.„,i II mt rni Ill» buil '0 yy�y�7 n ii�"(L► 1�/t l N"" AICAVO b umu 61'3 ►��� , ,(I�I,1 ' «.rK n' 1•'f, I Ic illi.r)r;: 11,18%tt ri1101 W 1 V 1 OA III} 71!1 ' 011111® r u1n aollW(IC�1.1! ir� a�,�5'1 MON WYSZ:90 LL07/06190 Z^^ ()..Lv CI :r-g poHsde3d uo;b.1o1. 6ulMeJa Pelg e3 �a4wnw iooiacl .SUBMITTAL Micro 50TCO A04-50TCO A070 Part Number: `, ' Metl __.. 0537-014A-00010 FORM NO. 1174-1 D 7/9/2013 Submitted To: Company: Jab Name.: Notes Opening for thru the bottom electrical 1314"Alt.drain hole Knockdown Curbs connections Blocked top Full Perimeter ' e ` • *Custom I!eightsAreAvailable. 201/ • • "Fully hatulaUxt Perimeter Curly;Are Available And Designated With A"Cl"Sw11lX, ` ' Suppi aIr ` • *I lekt lhswu iinlcicets Aro Available Pta.Must Curbs. • Attach Ductwork Directly To Roof Curti,Menges t Mucd Rest on Top Of Curti, 1 3/4"--0114.7"1— r I 37' 76" • Any Posted Weight fa Actual Weight.Not ShiPping Weight gr " 'tP1easa Contact& ery Fur Pricing and Availability FEATURES: A • Ships Knockdown,Assembly Hardware Provided When OF CU BECTiON OF CU Nodded. RB • DeckPans When Factory Provided.Arc Factory Insulated. 2" • Constructed Of Galvanized Steel. • C insketing,Package Provide& • Pull Perimeter Want Nailer Provided. 0537 Series Roofcurb Specifications on acnes) MicroMeti Part No. Carrier.Part No. A Weight 0537-008400010 8" 71 lbs 0537-011A-00010 11" 82 lbs "9 0537-014400010 CRRFCURBOO1A02 14" 94 lbs 0537.018A-00010 18" 0537-024400010 CRRFCURBOO2A02 24" 131 lbs n,r, THIS DOCUMENT IS THE PROPERTY OF tNCROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT TIE CON ENTS WIU.NOT BE DISCLOSED OR USED WITHOUT MIROMEII'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Ind ana—1-800-882-4822, Sparks Nevada—1-800-884-4682, Longview" exas—1-903 248-4800 "1 • • SUB 111 TTA l M i C ro M eti MICRO-HOLD for Carrier Part Number: 48/60TC AIB04-AIBOT,A/D08,A09,A/D12,D14,D16; FORM NO. 425041P DATE: 2112 50TCQ A04-A07,D08.014;48/60HC'A04 A07,D06-D14; 0406_0100 SOHCQ AO4.A07,D08.D12;48/80TF,TM,HJ 004.014;48/5OHE 003.006; SUBMITTED TO 80TFQ 004.014;60HJQ 008.009 Units COMPANY: DRAWN BY' JOB NAME: EQUIPMENT. NOTES: FEATURES; 1.87 ' • Manufactured from 18 go pakdrTizsd steel • Package includes: •(4)Held-Doom brackets • •(48)810 x 1/2"tek screws(12)per bracket • Some units may require additional Hold-Downs, O • Use of this bracket provides a secure connection of the rooftop unit to the curb,but does not result In a calcu- 0 lathe curb. 1« / O • When attaching the brackets,confirm there will be no 0 Interference with anything on the unit base rail. 4,129" .941" O ''''';<7111114r10 O 2.757" • THIS DOCUMENT IS THE PROPERTY OF MICRO METI.CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITIONTHAT THE CONTENTS WILL NOT es DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT. MICROMETL CORPORATION•3035 N,SHADEELANDAVENUE,SUITE 300•INDIANAPOLIS,IN.40220•1 2.1822»-MICROMETL WEST.906 SOUTHERN WAY•SPARKS,NV 98431.1-$00.8$4.4582 05/10/2017 06:28AM t.0..'.a tr. HO SINGLE ZONE ELECTRICAL d5HC000281 IMP HLING WITH OAS HEAT Page 24 of 43 • Certified Drawing for 4 ton reBlttedlPrep d RT{J —2 05/90/2017 06:28AM x01[6, �c p�����Y arra i,A 1N au ,. l•t�[pi ita 1N N[t7! sotM�u70u OM J 41 j fMNEt 1 to ®arra Ifs[.u �X i7 >.t i!, ' ' U'iN' t ''} "` 1.9 CENrn a uunrr 11tC N A111• 111 f3 - MAMAS OWS.0110.O1t[CUNN Oi A11 F101' ...lb. MM.OS 1 t (4 t _A 1 0/P 1001 h A FW O 1000 Cant NO tt I/AC W 0017 It 7 1 UMt t•till MA MNtO$ th Nam C 1 11/1.1311'OU SAM ACCESS II t �'S tor 13t1 HA MAOMIt10t NOW NO tN17y�.-+x,..11 1 E I,r•t4 Ott SAA mum KM lW 'F "1/6.14 Ott[Al[au[lrtan UP , 1 • y� ► jut•1143►1A AWED SNTLr AIOCA•OOT > •-.r'r" = _ ti y' `t! M" fbil ty�Ayt[y� r3liPT00l t1 •`• tip,rim _ • r"i`p�000Wt..03,1,` • • t �p Mak!,`. �OOIt I J t[IR UI 001�ROOaMAt., 4,41 J 1 1 r, j 101 : �.f.• ►C11AN Alt i"' t.• ifl S 0 NW .4 tau 141711 \L // c •Nlt 1043OAL %.1`•f :Mks RACK rai' f Wise , 7,t t AO[ r — ` 1 «Lilt Atte 0.0t 11:1 p111 7---7-' � . "C1'p0`�N II�� as''il iW rona.asiMt'i[��a(rt[t sut il 1N ANE►AN 1 H i it Til 4O1yi►tti. 11011 Mt I"'NC`f<t17t1A01Wp 11I - tf7�i i i I 1 Allu I los �;�i' lSui' i 41 136 N t 171ii 1101' .. N tilu���.ttt 114.1 TOP.. . It7WS` iit�t 11314 iuS4 •_ i s1 1•'t u I III Mt OLOfCA ( Cdq[OSAtt I j Ilt[A ii WAEEEI _�� 2‘ Wm[ ' i1 0IRI /.{{I f w"d AtA1i.. , .ate �■ 11111 tits' int IAN= IMP tit<t tint 1179 tlstl 4 mut __,_ng_114131m[ luntr LEFT FRONT tyro V RIGHT ' __ 4 , - 48KC•0%110 SINGLE ZONE ELECTRICS 48KC000281 . r s 0.• 8. 4 COOLING WITH GA. I.AT Pa., ..ed -.0ftopBU •eF 1.4 age 30143 c" • Si B M T T A M :, �A n� 5=0 A04-5OTCO A070 Part Number: V ` :.S t1111C 'Irletl -----. 0537-014A-00010 FORM No. 1174-1D I 7/9/2013 • Submitted To: Company: . Job Name: Notes Opening for tivu bottom 13/4"A ,drain hole electrical connectionstnockdown curbs Blocked*3 1 16comersNOTEtop Fact Perimeter 400 � : " S.• � � � • •C'us1ow+lluiglts AIN Avaihd,io. �\ 201/ �� /'� • *Putty Insulated Perimeter Curbs An:Available And Supply , Designated With A"C'1"SWILL / • "I leg Down t'inekets Are Available Far Must Curbs. • AttlWh Ductwork Directly l'a Rool'Curb,Mango OrAuet �;_ Rod On Top Of Curb, 13/4" l�j 37 16" • Any Posted Weight la Actual Weight.Not Shipping Might fi:IA 1"*Pinata Contact Factory!or Pricing and Availability A FEATURES: I • fihips Knockdown.Assembly Hardware Provided 1,. OF CCRURBE ON Ncck l 2" • Dad Paas When Factory Provided.Are Faelory Insulated. • Constructed Or Ciaivaniucut Steel. • Ciasketing Package Pruvidcd. • Pull Perimeter WnndNader Provided, 0537 Series Roofcurb Specifications on riches} MicroMed Part No. Carrier.Part No. A Weight 0537-008A-00010 _ 8" 71 Ibis 0537-011A-00010 11" 82 lbs 10,110 0537-014A-0001Q CRRFCURBOO1A02 14" 94 lbs 4 • 0537-018A-00010 18" -' ' 0537.024A-00010 CRRFCURB002A02 24" 131 lbs et sen - TFB DOCUNENT its THE RROPERTY OF MICRO CORPORATION ANS*DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL.NOT SE DISCLOSED OR USED WITHOUT MIROME1VS WRRTEN CONSENT (I*1 PvIicroMetl Corporation... Indianapolis Indiana—1-800-862 22, Sparks Nevada—1-800.884-4682, Longview Texas-- 1-903-248-4800 "\ • • Cit D 1111 TTA 1. M A C r®M @t J MICRO-HOLD for Carrier Part Number: 48150TC A1304-A/BO7,A/DO8,A09,AJD12,D14,D18; FORM NO, 4250-9P DATE, 2I12 BOTCQA04 A07,008.D14;48/60HC'A04-A07,D08-014; 0406-0100 50HCQ AO4407,D08.012;48/60TF,TM,HJ 004-014;48/8OHE 008006; SUBMITTED TO 5OTFQ 004.014;5OHJQ 008-009 Units COMPANY: DRAWN BY- JOB NAME: EQUIPMENT- NOTES: QUtPMENTNOTES: pEATURES; • Manufactured from 15 ga gall/inked steal • Package Includes: •(4)Held-Down brackets • •(48)010 z 1,2"tek screws(12)per bracket • Some units may require additional Hold-Dowry. 0 • Use of this bracket provides a secure connection of the 0 rooftop unit to the curb,bul does not result In a calcu. 0 later!curb. 1•I • When attaching the brackets,confirm there w81 be no / 0 interference with anything on the unit base rail. 4.129" .941" O O 0 2.757" • THIS DOCUMENT 1a THE PROPERTY OF MICRO MET.CORPORATION AND es DEIJYERED UPON THE EXPRESS COMMON THAT T ECONTENTS wfu,NOT BE DISCLOSED OR USED wI'HOUT MICRO MEWS WRITTEN CONSENT. MICROME1 CGRpoRA'no$•3096 N.SNADEIANDAVENUE,suns 300•a+a9U1NAp0&I8,IN 48,12®•1-E00.8824822•-t.scnoMETLwc r•006 SOUTHERN WAY•SPAR ,NV 80491.1.800.684.4883