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Plans (139) RECEIVED MAY 3 0 2019 CITY OF IIGARD BUILDING DIVISION • TIGARD PUBLIC LIBARY BOILER ANCHORAGE 13500 SWHALL BLVD , 0 1010E COPv CITY OP TIGARD Tigard, Oregon REVIEWED FOR CODE COMPLIANCE Approved: NO ] OTC: I I Pcrtnit#: rn e c-.3p I el - nn Address: /,l*S.e)el Suite STRUCTURAL CALCULATIONS #: 1 By: VA Date: 6- -.' I q THE ISSUANFCF‘Eicic1 NTYCOrnisFT A RUCTION VLMK Project Number:21 '1 DOCUMENTS AN OTHER A. DATA SHALL sjpEcio.L NspEOT:01\i REQUIRED State of Oregon ST.-c)tzWi Specialty Code 0 F? M CTION ___......_., Reitmeier Mechanical di concrete and, .: ,7 ;ii6ei BASED REQ./Mt/NG THEosORRE PERMIT , 19570 SW 90th Court . 14 Bolts Insi'ailed in Ce Tualatin, OR 97062 THE CoDE NOT PDREVENT D Speial Mormi,4q-f,ior:Ln:Aing Concrete Frame 131-F ::i'T 0 F'Birtlorcinp:i',.4,,,i4,tl,Prestressing Steel Tendons OF ERRORS. SC 105.4 0 StructiAaI livrAding ED High-Sir9riaiv tAting 0 Strtic'Aer . onry ED Retetfork•- '•,;,,•.,:m Concrete 1(11,11!12 i ICI ills, ,, ...: • :-.-,Fill G 1 '4" Act ED Spr2:1,.—:,,,..1 ' +. ;•7 !:t.tive Materials .6359P / - 5/29/19 Piiii . on ;r',e,--z.,ard Caissons . @REGO (N, 0 anoi...:( '74. 16, ?- Q' ED Specla Gradinc, Excavation and Filling 6‘ON c. S1 " ED Smoke Goni,t!SI;t;',urns EX*IRES: 6/30/20 20 0 Other Inspecuti: ..... ---- ' •is ed By: Jason Sahlin PE SE IN May 29,2019 VLMK ENGINEERING + DESIGN Structural Calculations:Tigard Public Libary Boiler Anchorage DC 1 Project: Tigard Public Libary Boiler Project Number: 20190347 Anchorage Project 13500 SWHaII Blvd Document: Structural Address: Tigard, Oregon Calculations for Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 z . Structural Details `' 5-0 thru S-1 Structural Calculations , std C-1 thru C-5 6. PROJECT DESCRIPTION 4 This 'Tigard Public Libary Boiler Anchorage' project consists of the seismic anchorage of two new boilers weighing 1838 lbs at the site located at 13500 SWHaII Blvd, Tigard, Oregon. The scope of this calculation is to review gravity and seismic loads to the support structure and connections to the existing concrete housekeeping pad. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G*ad2019\20190347\Calculations\20190347 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Tigard Public Libary Boiler Anchorage CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Dead Loads Equipment Loads Boiler, See R-1 1,838 lbs Seismic Location Latitude 45.4225 Longitude -122.7650 Seismic Importance Factor, le 1 .0 Risk Category (Assumed) III Mapped Spectral Response Accelerations S5 = 0.970 S, = 0.422 Site Class D Spectral Response Coefficients Sds = 0.719 Sd, = 0.444 Seismic Design Category D Component Anchorage Factors ap Rp 1p S2o HVAC Equip 1 .0 2.5 1 .25 2.5 MATERIALS Structural Steel Plates and Shapes ASTM A36 Fy = 36 ksi Bolts and Anchors Structural Bolts ASTM A325 Ft= 44 ksi 6NAcad2019\20190347\Calculations\0190347 DC.docx 3933 SW Kolly-Averwe- er#lood,OR 97239 tel:503.222.4453 fox:503,248.9263 www.vinak.com , :Fca. rzicsa -,Ntc.. (4.4..‘-,t 5- a -.....). ksi 1 T-0" ,--0.-i , i i MILER I 1 I BOILER CONTROLS , 1 camas i DomEsnc WATER PRESSURE Mr- REGAATOR STATION ro '11111 DV . : PAD NEw QPIus225 1 6"PVC SO-I 40 in " --\ 6"POLYPRO T AIR SUPPLY COMBUSTION 2*4 VENT PIPE 10 Vtr= ItvYbibs ••:i NG- AIR SUP,LY TO 36'MINIMUM Ela(-4-1 AIR MV I I -- I "”,-, RISE ABCNE ROOF Bx111 FLOOR 0 FANS NEN Le ilr -(ACREST ..-% SEPARAMR ° :AuromA-nc AIR I sR 9:NK I 1 FBN-11. VENT PIPING r.o'a 4:11sC;*I:. TO DRAIN I R..ca, 9' GAS MET V ii-i i.u. BOILER MAS GONCRETE PAD , NT ,. : ' ' " " RO ' COS 4606POLYP . art VENT PIPE rl --, TO 36"MINIIINI • •1 ::CH 6RIC .. ON ----.; RISEAEOVE ROOF ' " S40 Iihi • •i.SUM Y lf AIR SUPPLY 46: I PIPING L FBN-1 , .1: l'...•- 1 .....,„„ire,NG:el...1, i (pARAu.a. 16'-O" 1 . I ( PRIMARY GAS INLET La sti,r, P,. 131 1-1/4" 1-314" 6"VENT TO CONTRCtS GAS I Gks ROO eF ® 1 e 1111 4111111 \---BulDirc., .-' COUIVIN 2 PSI 1 0 GAS 0 a 84 DRIP DRIP €,X1 elr. A" R.00R' LEG LEGSINK EXISTING r MAIN 0kIlt r____[ GAS REGLI_ATOR TO BE REP/ON:ea.. , . lef_eri NIL/ 25"x 45" 2"GAS 3/4"REG VENTS COMBUSTION pipiNG—_. 47 AIR SUPPLY 2 PSI TO CUTSIDE STATION ! ABOVE(X)DR - — , :-------- . ----- .i--I._EMERGEPCY BOILER I - StilJT-DOWN SWITCH A \ i 404/2"x 69-1/r BOIS 1 28.50 ROOM DOOR OPENING 1 1 RRE SPRINKLER WATER 1 , I i 1 , i 1 DOMESTIC INKIER SUPPLY , I PLAN VIEW SCALE:3/8".z1'-0'. Rant Realities DATE APRA A 2019 BdIer Instalkoon 11°Demon CalsutIng RD SO.2335 azdamas Cr 97015 SO3 7994/93 DRAWN BY TNA BLOMDAHL PROJECT -Nerd Pttitic Library Boller Retrofit — BOILER ROOM AN VIEW 1 OCNTRACMR , Reitmeier NW ConPL tact Jeff Jensen VV L M K Project-1-766W Job#: f Fit—t 8v ,i Date:c 1! 0, Sheet#S ENGINEERING+DESIGN 00 Oj,��r��,1JLlt ,,, L t (rf` 1 �,( J'11j�j�\rl . . i { j - t I 1 : 1n_1. ' 3X ;_ ...:.. . .... ... . .... . . z • .. it./e. ti 3/ Oio<<x % N1L"C� ...:1 .4;11.1 tib. .. ::.:. .:. 01 - t i... ; f. i i 1- J t i .. f Q (� apt : I 1 3 • 1 i • S 1.. 1 f I ;...; .. 3 i' . S i 1 , I... a.. . .. --------. i► ._ it 0-• ---1,--- 1 -1—.,_......,_..L._.... I . i. 1 , 3N—I I _. � f Ilt l i .,� lI 1r " �_. . i , _ f i...H.—,– 1 ....:. : S Auto% 1 10 I i_; i . ..... ........... ..... .... .. .. y,,. yS . ... : ... d .. . .... .. -.. ... ..1..: Iry1.,a... i i f , I 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fox:503.248.9253 www.vlmk.com VV L MK ProjectIZ7 ,w.y/(��///} y Job#:_1^1OJ1 By.JC S Date:ch Q Sheet tt: ENGINEERING.DESIGN f,A,. i !,--k, , P .044CS0 . f ... 1 . I -. . ,...i 1. I j ....--,..----AiTi3H I .-. -,..i..,:i , H : . ....,' tH: , _7 . i H.---,c6.7:: 1:--j ...... 1 t,-.. .-.1.- :• r c f f �� j,.f5:-;--17) 1-' "---":. .. .6, ,1' 1 v5 =arc- . _. t t 4 1 • i • J1 `itt i L { , , I I to: L, (91.;r„) I , z }}f. It 1 ,' 0' 16 I . 1... -AFI-4,•......J -p-,—1' ,-T.-----t--, -71:::-ill-•-•,- , : . i i 11.r .7 riCf.ei° !V! '*'::' /3Ca') ti4P'; ' . : : 1 : : : 1-- : : : 1 . c 1 : ' ;ilk,)( : ' F. 1: iqk __ _ 3 . EQ j u: , : 1 ! : 71-7 .=-- , 4 4v * toe.L* ; ; . { : . I .....if.,,-..;:..7.........:.....- ..t.7.I.......------:: I .v: 1.• ....t ; -Li-. ...,--: .-..H.....i...L; .t--.:T.,.: . -i-40,! 1.-H-.: / ............. 1 ' ' : :: • 1- . ,.Oxi;aii ...,.. .. . • F 4 ' 4 ML^`: !ViVrMf-147.- 1;74.747701'*-- t1 s L.� t 1 ► i I 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com 5/29/2019 ATC Hazards by Location 60.- 4 ciTCHazards by Location Search Information Address: 13500 SW Hall Blvd,Tigard,OR 97223,USA Y Vancouver '" '. 151ft ' -1 Coordinates: 45.4225683,-122.76504920000002 2e land ., ••:4.A4S1i4vry.: Tillamook Hlllsborod o o State Forest Beav or, Gresham K Elevation: 151 ft rG `h Mt.H Timestamp: 2019-05-29T15:35:29.466ZN< atioral Hazard Type: Seismic Y' 01 ,,4} t Reference ASCE7-10 Goc,gle Map data©2019 Google Document: Risk Category: Ill Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 5 10 15 Period(s) 0 5 10 15 Period(s) Basic Parameters Name Value Description Ss 0.97 MCER ground motion(period=0.2s) S1 0.422 MCER ground motion(period=1.0s) SMS 1.079 Site-modified spectral acceleration value SM1 0.666 Site-modified spectral acceleration value SDS 0.719 Numeric seismic design value at 0.2s SA SD1 0.444 Numeric seismic design value at 1.Os SA vAdditional Information Name Value Description SDC D Seismic design category Fa 1.112 Site amplification factor at 0.2s F, 1.578 Site amplification factor at 1.0s https://hazards.atcouncil.org/#/seismic?lat=45.4225683&Ing=-122.765049200000028&address=13500 SW Hall Blvd%2C Tigard%2C OR 97223%2C USA 1/2 5/29/2019 ATC Hazards by Location �1 CRs 0.897 Coefficient of risk(0.2s) CR1 0.871 Coefficient of risk(1.0s) PGA 0.424 MCEG peak ground acceleration FPGA 1.076 Site amplification factor at PGA PGAM 0.456 Site modified peak ground acceleration TL 16 Long-period transition period(s) SsRT 0.97 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.081 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.198 Factored deterministic acceleration value(0.2s) S1 RT 0.422 Probabilistic risk-targeted ground motion(1.0s) Si UH 0.484 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) Si D 0.723 Factored deterministic acceleration value(1.0s) PGAd 0.801 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=45.42256838,Ing=-122.765049200000028,address=13500 SW Hall Blvd%2C Tigard%2C OR 97223%2C USA 2/2 . www.hilti.us Profis Anchor 2.6.1 Company: VLMK Page: 1 Specifier: Jason Sahlin Project: Tigard Boiler Anchorag Address: 3933 SW Kelly Ave, Portland,OR 97239 Sub-Project I Pos.No.: Phone I Fax: 503-222-4453 I Date: 5/29/2019 0)— ifE-Mail: jasons@vlmk.com 1t1 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ(KH-EZ)3/8(3 1/4) Effective embedment depth: he=2.500 in.,h„om=3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 7/1/2015 1 12/1/2015 Proof: Design method ACI 318/AC193 Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: IX x ly x t=3.000 in.x 3.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,3000,'lc'=3000 psi;h=420.000 In. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) yes(D.3.3.6) Geometry[in.]&Loading[lb,in.lb] z A ry oci ____-,-< "may !? y-- ....--- o e,..„.....- \ % .' , } :-1.--,)-:.--.------ .' .4,&,.„1.,t,,,,o,..,..!-go.k.,,,,wmprp,oi.,,,, -.:,, ,-v,,,,,,-,,.:,,,-,,. ..,-,-....:. .)','s.,..,,-.,:-......:...:-,-,•..- 4„,,,,,:n.-f,,,,,. .: ----7 .,„n.i.,..:...,,. ..,::,,t,4:4t.,„,Itte;v44,4103.,,,,:<,,i,...:::,,,,,..„..,p.....,...::„\,..;,........:. :..,:.,:.,. .,.:.4,,,,, ,,61.::i„,n.,:r;„;.,.. .,..,::,,,...:41,..}?„,k,:;, ,,y,ks,64141,...4...,1„,.,,,,,,..7,,_,,..;::,,,. ...,_,,,,.. ., :'..,:;-.,-,-;,-,f,:x54,-,.,,,,,ne.0! x ° �°`„,.gt it - '4"s. .' #.w.fin, o '3 7.. �}7 4. Z� 1' a � + 'k h rr . Ka :.gnu.s {'�: 5�' � {.� 5• day-�c�*�A 4 1. ""a- ^�y' '.y�"�,� ,fir�J�W.y� A,,,.�. �, ” gyp,. x ... 11 '7 iii 1 www.hilti.us Profls Anchor 2.6.1 Company: VLMK Page: 2 Specifier: Jason Sahlin Project: Tigard Boiler Anchorag Address: 3933 SW Kelly Ave, Portland,OR 97239 Sub-Project I Pos.No.: Phone I Fax: 503-222-4453 I Date: 5/29/2019 �j F E-Mail: jasons@vimk.com '.. 2 Proof I Utilization (Governing Cases) • Design values[Ib] Utilization Loading Proof Load Capacity RN/13v[%] Status Tension Concrete Breakout Strength 102 718 15/- OK Shear Steel Strength 198 747 -/27 OK Loading 13N I3v c Utilization j3N,V[°la] Status Combined tension and shear loads 0.142 0.265 5/3 15 OK • 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilt!on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilt!will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. 1�r/4rr// CREST 7 Lochinvar N COMMERCIAL BOILER HIGH EFFICIENCY BOILERS&WATER HEATERS Submittal Sheet FBNT-Sub-04 CREST FBN-1001 COMMERCIAL CONDENSING BOILER Job:City of Tigard Library Heating Boiler Replacements Representative:CHC Columbia Hydronics Company Engineer: Contractor:ReitmeierNW Boilers Date: Quote: MODEL NO. FBN-1001 TYPE GAS Natural Gas LOW HIGH RELIEF VOLTAGE VOLTAGE VALVE ---4 H --•— HIGH 11 i I VOLTAGE 111 III 11 ' LOWIII / VOLTAGE 411 l WATER I ei VENT ® ,! OUTLET / �\ • iP" C I GAS B Alk I F Mill W.AIFR CONDENSATE B I 1 DRWN . :IT DRAIN \ II �tllal V¢¢ kiip S ( �"I E I-•-- -, i_ K 1.iia' '. y, - 111/C" 12 to i G - ----11.111111.111.11.11- 111— 1111111.11111 . t I A SIDE BACK TOP Input NTH Net AHRI AHRI Water _ __ _ _ Model Thermal Output Rating ; I Gas Intel/ Air Vent Oper. Ship. Number Min Max V. MBH MBH Tumdnwn; A B C 0 E F G H 1 K L 1Conn. Outlet Intake Size Weight Weight 18"0751 50 750 96.2% 722 627 15:1 30' 49-1/2' 51" 13' 8.3/4" 23-3/4" 26-3/4" 7-3/8" 57-5/8" 11-7/8' 66-1/8' 11/4° 3' 6" 6' 1,768 1,560 OH FBN-1001 50 1,000 96.2% 962 831 20:1 30' 49-1/2° 51" 13° 8-3/4" 23-1/8"26-3/4" 6-1/2" 57-5/8" 11-7/8" 66-1/8" 1-1/4' 3" 6" 6" 1,838 1,596 161251 63 1,250 961% 1,203 1,046 20:1. 30" 49-1/2" 51-3/8" 13" 8-3/4" 21-5/8" 26-3/4" 6-1/2" 57-3/4" 11.7/8" 66-1/8' 1-1/4' 3" 6" 8" 1,975 1,648 181501 60 1,500 96.2% 1,443 1,255 25:1 30° 59-1/4" 62-3/0" 157/6" 9" 27-7/8" 26-7/8" 5-1/8" 68" 123/8" 65-3/8" 1-1/2" 4" 6" 8" 2,307 1,961 161751 70 1,750 96.2% 1,684 1,464 25:1 30' 58-3/4' 61-1/2" 157/6" 9' 27-1/8" 27" 5-1/B" 68" 12-3/8" 65-3/8" 1-1/2" 4" 8" B" 2,458 2,017 161001 80 1,999 96.2% 1,924 1,673 25:1 30" 58-3/4" 61-1/2" 157/B" 9' 26-3/4" 27" 5-1/B" 68" 12-3/8" 65-3/8" 1-1/2" 4" 0" 8" 2,570 2,887 Note: *Insert"N"for natural gas,"L"for LP gas models and"D"for dual fuel Indoor installation only.*Information subject to change without notice