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HomeMy WebLinkAbout541 BIRCH ST_ 97-1176 (2) 1 r M Y7 T •�I Yr�� LL4L IBock Engineering, / OF is z �(p f• � :aI project No.f17107 t Janus y 7,1998 Mufti-Loaded Beam(94 UBC(91 NDS)I Ver.V4000375 eTmlCl!�' el[C7RICAL•NEd1ANICAL Revbion 0 By-Paul A.Bock,P.E.,Bock Engineering,Inc.on.01-07-1998 martt•asw Mho Aaeow rs ~y.SUM!e4 �- �� EQUIPMENT SUPPORT CALCULATIONS ProjectSummary: 97107-Location:HVAC Unit Support FAxsar•sma uorrro�,a�a, cua aarre urea I HVAC UnR � Summary: �y,• Laeslbn Confer 1.50 IN x 7.25 IN x 8.0 FT 102-DOl1r3lA8 FIR-LARCH-Dry Use Manutac>uror Section Adequate By:201.4% Controlling Fodor.Section Modulus Modsi Numbar 4.13 Deflections: DLp= 0.04 INDead Load: LL a R LMOM B 3.65 Live Load: TLDD = = 0.04 IN 0.00 INs u2532 7( Widtlt R C 234 Total Load: 3 R W 478 End Reactions(LeR Side): STRUC rURAL CALCULATION REPORT "' "°r '"` RLI= 0 LB Ssismie force Sea 1630. UBC 1994 301 F Live Load: RRTT1= 140 LB 140 LB Z Tabk 10 I 2 0.I Dead load: _ I TabN 16 f: I 1 Total Load: C 1.5 End Reactlorta(Right Side): RL2- _ 0 LB + As Table 16-0=0.75'2 RD2= 61 LB 4 48 W 476 Live Load: Dead Load: f 8eisntie Sao 233a V 4 Total Load: BL1 0.15 IN to mo ment III!) et Beadna Lerltlth RoW.(Left): BL2= 0.07 IN per U anchor lb t No u Searinit Length Regd.(Right): e 1a0 Compression per anchor bok lb B Beam Cate: 8.0 FT Prepared for: Span: L� 8.0 FT 71 Maximum Unbraced Span: M.A.OGG HEATING&AIR CONDITIONING Anchor boltsher Ib Live Load Duration Fodor. C 36600 $ TahN 2517 K 448 OK Live Load Deflect.Criteria: 4771 Arrow Highway shear cepac ty er 319"lag bolt embedded 3• u 240 shear capadhy of 24,10 wmW,with 18 go plate Tabb z3111 EE 2'139■278 OK Total Load Darted.cAteria: Montclair,CA.,91763 Sher of one Simpson A35 ro 4 F1 450 OK Unifomt Load: wA Live Load: wL= 0 PLF I lift�g�j� �1. t' Chadc combined tension and shear intsrecd0n Dead Load: 13 W= 3 PL.F 4 O Vo IL,■rP 375 Beam Self Weight: WT= 3 PLF Actual weight,lb Total Load: Area of unit plus one foot around,*0 34.56 J Concentrated load P1: p,L1= 0 LB Allowable reduced We load,Psi 553 Dead Loa PDt 180 LB AS REVISED Total vocluded In load,lb Dead Load: = ISO La Weight of unit is lea then aduded We load GlueLam beam OK f Total Load: PX; 2.25 FT CITY OF LAKE ELSINORE Location: _ Project: b U I L O I N G D IL PT. Formulas used: Properties For 02-DOUGLAS FIR-LARCH Fb= 875 PSI KIPP BUILDING NG Saiemicforce,Sec.1630.2,UBC 1fi94(30-1) Fp=�P*CP'WP Bendius Snows: Fv= 95 PSI Sekmic moment.ftib Ms-FP-C-0.67 Shear Shwa: E= 1800000 PSI 541 BIRCH AVENUE Uplift Per anchor bok lb Bt-Ms/B rt-W'0.6714 Modulus of Elasticity: Fe_erp= 625 PSI LAKE ELSINORE CA. Compression per anchor bob lb Bc-Ms/B R*W/4 Stress Perpendicular to Grain: • Anchor hart shear.lb By=Fp 14 Adjusted Properties: Fb"= 848 PSI Ip-1.5 for essential faa'itlas, inducting hapilaM and fife tsfety systems Fb'(TenAdju Ip=1.0 for spedel occupancy structures Including schools Fv: Adjalrtlent Factors:Cd=0.90 CI=0.1i0 Cf=1.20 Fv,= 88 PSI �ff itfif ESS/O Cp-0.75 for"WPmerd located on Bleb on firms Adjustment Factors:Cd=0.90 Design Requirements: M= 308 FT-LB (� N9 Cp-0.75'2 for equipment located above grade Maximum Moment`\�k���4 PAL ' eO%may;; 2.25 FT From Left Support V., 138 LB �`� � Shear(QQ d from beam end): s \ Comparisons With Required Sections: 4.4 IN3 Section Modulus: S so 13.1 IN3 i 9 r;; *Ilk .,' e C 68 401 \ Area: Ams As toe iN2 J'l.,•,. CE �Q'\Y�� Moment of Inertia: Ifeq= 4.4 IN4 PROJECT:97107 FOF Ci10))J 47.8 IN4 Date:01-07-1998 yt Rev 0 q IV# / a PHIS WiM!IkR ACCOMPANY •�;.L I�ISrc .'iIONAL R�.�ll.li.�.•I•'> , 1r t, E Ti S� 11, •4,:7r.' r :/y b. .'t 777 V. 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TBGEQONTROI _ _ 2 as=o ❑® _�� M _ ❑❑ T.DESIGN CONDITIONS: COOLBIO HEIITWO SETRUW CONTROL Q1 ❑❑ „Ik„ •OUTDOOR.DRY BULB TEMPERATURE (APPENDIX CI (o I Z iBOLATKk1 ZONES •OUTDOOR.WET SUMTEMPERATURE IAPPENDIX CI 10 HEAT PtW THERMOSTAT7 r ❑❑ •INDOOR,DRY BULB TEMPERATURE (APPENDIX CI �� F 7d F ELECTRIC NEAT? 1 a, f ❑❑ FAN CONTROL A N i,i E ❑❑ i BMW VAYMBIMBIM POSITION CONTROL? w' ❑❑ •DESIGN OUTDOOR AIR 2Q8 CFM(MECH 4:COLUMN 4) p� rr) BWLTANEOUB NEATGCOOL? R ❑❑ ` ' . 4 •ENVELOPE LOAD �B o 7 Z HEATAND COOL S11MY RESET? A ` ❑❑ I •LIGHTING �.� WATTS 13F(LTG•2) 7.Sei ❑D -PEOPLE �j f OF PEOPLE(MECHk,COLUhW E) 3,,20 VENTILATION OUTDOOR i]ASWER CONTROL? 4 ❑❑ •MISC.EQUIPMENT WATTS ISF ECONONI ER rm N ❑❑ •OTHER I f,L �-ri• -' 3. s 2 PROCESS LOADS.DUCT 1 J a DESIGN AIR CM(MECH'4.COLUMN H) ❑❑ -OTHER LOSS.INFILTRATION.ETC»/ (D•oaW) NEATBNG EOIRP.TYPE NIGH um7 G A �I TOTALS rPIPE G Z' " MAIMAND MODEL NUMBER s/bs so do 8�- y65 So ogas INSULATI• 1� INSULATION SAFETYANARM UP FACTOR I 'ZI .q 3 J COOLING EQUIP.TYPE HIWIEFFIC? L cLEc.1Gpit NOTE To a. H SSv El SYSTEM NAME (Soppy Rdum etc) �Y ? FIELD + MAXIMUM ADJUSTED LOAD(TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) u' MAKE AND MODEL NUMBER �I8 SS S d 3•I Z x PIPE TYPE ❑❑ 3.SELECTION: INSTALLED EQUIPMENT CAPACITY jq �o Gr�•6 CODE TAELES:EnW code Tram IabN below Ylo eaAanr above El KBW f W KSW/W TIME CONTROLEETI"CTRL ISOLATION_ONES FAN CONTROL IF INSTALLED CAPACITY EXCEEDS MAXIMUM HEAT►IMF THERMOSTAT? ❑D AO A STED LOAD.EXPLAIN S Pr•B SwYtlt EC HndrrJ Enter raNlbar d It:Wet Varra ELECM)C NEAT? O:Om""Saror C:Coo" bxllatlen Zara P:VadsbN PMdI TAN PGVVFR CONSUMPTION 6t MauW IYrrr B Balh V.VFO I ✓ ❑❑ � l VAV MINIMUM POSITION CONTROL? Y Yes 0:OSrr C:Curve D❑ L 9❑9 C I1 0 10 G C BIMULTANEOUS HEATI000L? It No ❑❑ VENTILATION OUTDOOR DAMPER ECONOMQE►t OA CFM DESIGN ER EFFICIENCY NUMB PEAK WATTS CFM ' • ( AAub A A B Air Batatwe tt Erne►Outdoor Ak FAN DESCRIPTION BRAKE RIP MOTOR DRIVE OF PANS B x E x 746!(C x D) (SePPy Fsm) 1lATAND000LSUD►LYRESET7 C OudideAtCad IL W.Waler CFAL ❑❑ ' i NIGH EFFICIENCY? 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NOTE:Provide em Dopy of this form for each m•ehalloal ayatem. NAME MODEL NO. (BTU/HR) ,, , e - a —I ttF 'l�SSeA $po I Igoo Ie.b o,o ❑® . i c Comm NEATWO G- d9ta6 On I I ai e e — I!2 I e• ❑® I � © © M © 0 a O I.DEitOII OOfl01TWIq: I ❑❑ AREA BASIS Cull►ANCY"m MO. VAV MINIMUM CFM •OUTDOOR.DRY SULB TEMPERATURE (APPENDIX C) v) 22 I ❑❑ COND. CFM MiN. NO. MIN. O,A. DESIGN LARGEST OWON TSB• SPACE AREA CAM OF CFM (MAX.OF SUPPLY MIN. MIN. FEII •OUTDOOR.WET BUI B T1FMMrERATUR[ (APPENDIX CI O � NO. MFl PER SF (!X Cl PEOPLE (E X 1 B1 0 OR F1 CFM CFM CFM •INDOOR.DRY BULB TEMPERATURE (APPENDIX C) 'j o G I I ❑❑ I ►52 '..IS 2' . I S -Z 5 ep • r I iI s aallo _ I ❑❑ •DESIGN OUTDOOR AIR 30� CFM(MECH 4;COLUMN 4) y 5 I ( ❑❑ S •ENVELOPE LOAD •RS 6P.7-P I Cl❑ -LIGHTING �,7 WATTS/SF(LTG.2) IO.07 I ❑n❑ •PEOPLE y> S OF PEOPLE(MECH4;COLUMN E) 4.31 I L,❑ MISC.EQUIPMENT �- WATTS I SF _ I Cl❑ I I I .OTHER PROCESS LOADS.DUCT AI llrt fr ► I o•eI I ❑❑ I I I I I I I I -OTHER \ LOSS.mmTRATION.ETC-/ memorlbe) — I I ❑❑ (o.wlb.) TOTALS fir-.•L� �S ZI .. . I I I I I ,' SAFETYANARM UP FACTOR MAXIMUM ADJUSTED LOAD(TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) Ip3.G I 121-AS I HEATING • -MEfUT I I SYSTEM MAKE AND DE31M OUTPUT RATED EFFICIENCY 1 1 S�C.•�- �Gf� �jo G�'g f/AME MODEL NO. (BTU INR) UNITS ALLOWED PROPOSED i INSTALLED EQUIPMENT CAPACITY _tu I mr I • d e Fr17S hG-1 GAR. a — I I I IF INSTALLED CAPACITY EXCEEDS MAXIMUM -2 I �/Ps$S�(�o I GH 6O e J Apr I Al z I ADJUSTED LOAD.EXPLAIN I FAN POWER CONSUMPTIONI I I ll i A 9 G DESIGN EFFICIENCY NUMBER MAK WATTS �OFM I I FAN DESCRIPTION BRAKE NP MOTOR DRIVE OF FAIIS B x E x 7M/(C x D) I F.) I i i . I I s —JI TOTALS(FOR MECH•21 1�j Z2 I gees I I i •Ii Minimum Ventilation Rate per Section 3121.TOW 1-F. ' E Based on Expected Number of Occupants or at I•at 50%of Chapter 23 UBC Occupant Density. I �{ Must be greater than or equal to 0.or use Tra mfor Air. t TOTALS i ( If zono reheat or resod is used.I must be less than or equal to G.or less than or equal to Total Design CFM X 0.2,or less then or equal TE xttdttds any htt eyatane eaee•dBtp 2S HP(sw 5141), TOTAL FAN SYSTEM 1 M s X 0.4.or an then al equal O a 700 CFM.vet no leer is larger. Ta1Y fan System Paver Oarmxd mry not eseesd OA WstWCFIM far POWER DEMAND tt J Must be less than at equal to I Of applicable).but no late then G,unless Transfer Air lKl is used. eonsferd vehxt:e syalams ar i 25 WettUCFM fat VAV syefarte. WATTS I CFM Cd.F/Col.G r 8 Must be greater than or equal to(G•H),and,for VAV,greater than or equal to(G•A. J --IJmwrAI ..AVATIAM AV A Of y t yy Y .tG'+, i...:.J1..atlu<:•... ....... ..., +.... � .!M[at r+d,wa*'A�...Mfvr.wc..ta M..leNpwlliWlf..i- Ywr..l Aw,.rMcfw cwr..arrl+vi.r,-..e.,.,....�....,[w.w..,.rWn •.�,... .uw - •••�., • ... .• •• ,. P a r. +k d. ah t S I��ty p� I �r— y1 a`s 71 P,�N CERTIFICATE-OF COMPLIANCE Part I of 3 MECH-1 ' ` 1fAC VuI _ Saxe. :e PaoJECTWIM? OATE *4 �. sraucnerAL•atiacrnciu•u�auNiauADORM �,yb rl�`Slob pFN J oa•e:uoe.o �eeo meow woMw�r sorts as ;AL N roNroLArr. aAuronwA, t I 04 h NC 0=01EiITATIONAt r" I µ2'!r Z ZY Q WWI— L 4 9A/ ,GDAA '� EI�ONO TYPE iodu Rn Rome nt4 NOTEtAeOTE1. Mail qx3 L• nlAaeaPCONaTRI1CTICN NEWcoNa ucrlION AWWN ALTERATION Ia4CONOfflONED(P1aAabdNq d+i TITLE 24 CALCULATION REPORT ! oPO1"""� P1100P oP■xtLOPE coMPLIANCEKAPREVIOUi ENVELOP[PERMT RAMAN COMPUNICE ATTApIIO G Thla Certificate of CompUance lists the building features and peAormtrla apadliatlora needed to comply wM Mile 24, Pans 1 and 0 of the California Code of Regulations.This :111cate a only to mechanical requirements. r?, The c+ocumwAdon pmpamr hereby artities that the doaan Prepared for: oocuMENTATwNAu-NOR ► °�?ES �L r: ,�I ev 2y c"/ t '7`' M.A.OGG HEATING b AIR CONDITIONING T't'P• 47'1 Arrow Highway The Principal Mechanical Designer hereby arti@es that the proposed building design represented In this set y other e5on Montclair,CA,91763 documents is consistent with the other compliance forms and worksheets,with the apeciflea0ons,and wit any other . Iculations submitted with this permit appgcadon.The proposed building has been designed to most the mechanical quirements contained in sections 110 through 115.120 through 124,140 through 142,1"and 145. X l Please check one: i-3 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation;and that I am a civil engineer,mechanical engineer,or architect. Project: a 1 affirm that I am eligible under the exemption ro Deviator,3 of the Business and Professions Code by Section$537.2 of /� & g KIPP BUILDING " Pt'f X I QI�O G N1 �" � the Business and Professions Cods to sign this documrlrlt es the person responsible for its propaMion;and Uat t ama/ C / 2 x 8 DI=11�2 541 BIRCH AVENUE S licensed contractor preparing documents for work that I have contracted to perform. BURL tAI / U nib LAKE ELSINORE CA. t smrtn that I am eligible under the exemption to Dhrision 3 of the eucinees and Professions Code by Section AS REV i SED of the Code to sign this document as the person responsible for Its CITY OF LE�KC EISINORE preparation;and for the following reason: 7k' NO TI< � ��YF/r� •� PLy�Cb A-FA 2 +J� ,•ram` BUILC11i IG UEPT. PRINCIPA ' � r1+4.F IA/S771LLE� Jf7d� /���� LMECIIANICAL0E410NER•NAME aIaNATuaE UC.NL'. DATE `�•, >Fyl/D GoVE7E (�' MECHANICAL MANDATORY MEASURES wee✓ TLYw" . 'o rpe t.#p New po aO it a Indiaq location on plans of Note Block for Mandatory Measures EKtSn rd A4twA/D �-Awm-6 **&C� /4P�'f' 7-01t Foxy ituE /4iu� +hS1�7t/ 16 /O ;(,i fi � 2� � �* �' " k^ For dealied Insblrodons on the use of thls end eE idrksrgy EfEdalay Standards compliance tans,planes refer to the NOmwidardhl .ice *&r Q �.r'`c 70 PROJECT:97107 PER. Manuel published by tit Callomis energy Commksbn r xt 5 JPPPtiR.T mew f'ZYw C°V� 7> ��� � TH 1` IV- ;;OMPANY MECIi-1:Required on plane ror.E w ka bmls Pert 2 i 3 maybe Incorporated Inaoladules an plea. J O Date:12.30.97 - R F O U E STS MECM-Z Required for all submash;choose appropriate version depending On mAdd Of nleahanloel wmpEana. rp • U,ap p /r�7•n IC7t!S, c MECH-3:Required for all submittals,but form does net have to be Completed If bastion Of medanial equipamara sOhadule b r Rev 0 Indbated On the form per Section 4.34 MEC14 4:Required for all submittals unless required outdoor veWbdon rates and afrAews we shown On phM par EeaEon 4.3.4. AIOIMeaId111da1 .fOrnl ;,l.`r. ;1 -. -.. .i - .. ✓ > ., .. 1! :. ) 1. . .. ./ .. . _ -. r. ,y, .�. .�..: f 1 I• 4 {1 .�..•• .. ,�. i '.a ,, y, ,. '{ ..•. a. 7 ^Ga i L- J Y r n M r /W `e t ! t 1 A�a ..r.l ne.e.�•.�roiiw-.p T.- ., arm.wt II. 9— , �V��Y x , r t: M4. n !�r (4 ! VENTILATIONMECHANICAL AIR SYSTEM SIZING SUMMARY DATE PROJECT NAME Air System.: WAREHOUSE 12-30-97 ; �/ 2-je -9 i ,} Weather....: lake Elsinore, California HAP v3.10 arsTBM NAME ' i Prepared By: BOCK ENGINEERING Page 1 Il2. NOS,rtovWe one copy of ehb faro for each nachan"system. i AIR SYSTEM INFORMATION f Heating and Cooling Load Calculation --- -------------------_------------------------------ aI ones System Type (SZ CAV) Floor Area......... 1520 sqft Q © ® ❑D © Number of Zones-•••••.•••.: -----1----------------------------------- AMABASa ocelhrANDr BABIB Iwo. VAV MiiMUM CrM ! SIZING CALCULATION INFORMATION COND. Mil. NO. I MIN. OJ1. DBNON LANOBST DESIGN TfUWB• ....---"----------.•---------------------------------------------..------....-- SPACs AREA CFM CFM OF i CFM (MAX.OF SUPPLY MIN. MIN. Zone and Space Sizing Method: Calculation Months: *FMANJJAS*** No. ISPh PENsp (exch Pea 11 I�x1sI DONA CFM - CFM CFM Au: Zone CFM: Peak Zone Load Sizing Data.......: Calculated ' !Z� 9•/S I Zm O O Space CFM: Coincident Space Loads------------------------------------ I per CENTRAL COOLING COIL SIZING DATA P I ----------------------------- -----------------------._------------------- Total coil load (Tons). 5.6 Load occurs at....: Jul 1400 Sensible coil Ioad (Tons).: 5.2 OA DB/RH (F/8)....: 99.8/ 22.0 Coil CF4 at Jui 1400......: 3041 Entering Db/Wb....: 78.5/ 64.7 F Max possible CFM.......... ...• 3041 Leaving Db/Wb.... • 58.6/ 57.3 F I I Design supply temp (F) 55.0 Coil ADP.. ...... • 56.4 F sgft/Ton. ... ............. 271.3 Bypass factor...... 0.100 ! • BTU/hr/sgft. 44.2 Resulting RH.. 52 $ I I AS H REA Standards - Water gpm—@—lOF rise_______---13.45----Zone T_stat Check__-1 of--1 OK-- I I I I ----------------------------- f -\ CENTRAL HEATING COIL SIZING DATA-- ... ..: i ^ Max coil load (BTU/hr). 70373 Load occurs at.. Des Htg "�I ( Coil CFM at Des Htg......: 3041 BTU/hr/sgft..... 46.3 I Max possible CFM..........: 3041 Ent Db / Lvg Db...: 65.0/ 87.5 F - Water gpm @ 20F drop......:---_77.04- 1I I I I I SUPPLY FAN SIZING DATA ------ -----------_..---------------------- ------------------------------------------------------------------------- \' I 1 I I I I Act•zal max CFM @ Jul 1400 • 3041 Fan motor BHP .. 0.00 Standard CF4..... .......... 2902 Fan motor kW....... 0.00 • Fan static iz..ro 0.00 -------------------------------------------------------------------------- i I I j OUTDOOR VENTILATION AIR DATA -------------------------- Bock Engineering Inc. --Design airflow-(CFM)..----.-----228----CFM/person......... 15.00 CFM/J I i 4650 Arrow Highway,Suite E-2 --------ft-----------------------0=15---•--------------------------------- I Montclair,CA Phone:909-621-0544 I. I Fax: 90M21-9035 OTALS tPDN MZCWM pm T ® 3v't 11 O e C Minimum Vendladon Nate per Station 1121•Table 1-F. E gwad on b poeted Nuntbor of Oaaupsats w at lout 50%of Chapter 33 VBC Occupant OensitV. r' H Must be waster thon or equal to G.or use Transfer Air. If lons rahea or retool Is used.I must be less Phan or equal to G.or less than or equal to Total Design CFM X 0.3.or Ins than or equal 1 i to B X 0.4.or low then or equal to 300 CFM.whichever is lager. - e,J Must be live than or equal to I Of applicable),but no less than 0.unless Transfer Air IX)Is used. I �• Must be greater than or squad to(G•MI,and.for VAV,greater than or equal to M.A. �. - . - tr �. .. . • t ,ter 11'�'," tl; :.ti', r:7•Z 7 7.7'J4AU 4 0kd56.[rrAtbM1M.•k. 0NQw-MA aalMni' 1' 4 wra.../.Ntt.vrw 'c:._.'.....:...w..NtbMaWVa+4JYA :.•'•••••••.. lh if i; :It n wzvOF IavA:ems a d��