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HomeMy WebLinkAbout571 CRANE ST_ (9) y "h. f TITLE 24 REPORT FOR: Par_'ific Crematorium Inc. 7 571 Crane St. Unit J Lake Elsinore, Ca. 92530 PROJECT DESIGNER: Mi ke B-crwn REPORT PNEPARET' BY: .James Fcry Amber Erner•gy Design ,?gB85 Second Street, Urr i t A !_ake F 1 s i rri,re, UP (714) E74-E`--) ..tab N(.tmber: hate: City of Lo!te v I,. .. building Ilu;.:r, • r r .11lrl'1 ( .'rr r . .tr(Ir'rf F•r In tIr .tiu I:..'. lir r i r',r•t1 t lu r tr r h1 I lr( r r l r r ! ,rt 1.1 r u:lrl r �rrr r rr•In �, t,. i !ir •. Irr rr;r .rnr Ir.r'. .rlrlrr r�..rl .rr�,f .ri�ir.r�rr 1 .'1.1) lfr rl . r rrr .r l trt•r y•, I-.� .hlnrr ' r . t � „ �i• (• Wrl.l� Ir„i.lr ( l�• . t 1,. .r ( :r•ri tr j Ltr(• (..r 1 ( I 'r rrr rr:r•trt r .rl �trr: t1r •ru t••, rt!r'rrl .,ri is�rr trlrnll r I ti :r tt•rrrrl'•- flrr •. Irr rryr �rnr (Itovt:•1•.•I�(•rl t.ry Lirrtlt•1 l/��r1r1 fl'.'.r �r.. 1 ..1t1.•r. r ,)lr.r) �t•'f1 r�I3r'.,. Table Of Contents for Title 24. Report ------------------------------------- cover Rage . . . .. . • . . . . . . . . . . . . . . . . . . . . . . . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Corit ent s • . . . • . . . • • . . • . • . . . . . • • . . . • • . . • • • . . . . • . • . . . . . . . . . a F=orm ENV-1 Envelope Certificate of Compliance 3 f=orrn LNV Envelope Summary . . . . . . . . . . • . . . . . . . . . . . . . . . . . Form ��� iy�rt:i`ng Certificate of Cornpliarice . . . . . . . . . . . . . . . . . . . . . . . Form 1 1-6 L i ght i rig Cornp 1 i ante Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 Forrn ^1ECH-1 Mechanical Certificate of Compliance . . . . . • . . . . . . . . . . . . . . 12 Form MECH-2 Mechanical Summary . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . 15 Form MECH-3 Mech are i ca 1 EQ�.r i F:rnent Summary . . . • • • • • • • • • • • • • • . • • • • • • • • • ^ 1E Furrn MECH-4 Mechanical Verntilatiorn • . . . . . . . . . . . . . . . . . . . . • . . . . . . . • . • • • I FiVAC. Zone & Space Loads Surnmary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 is �.� r prner,t Spec 1 f i cat 1 . . runs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fir, L-cl WT T ir 'ems CERTIFICATE OF COMPLIANCE ipartI of2? __..___--u.NV�I'.1___page 3-a4 - _ - --__r__- __.pacific Project Names Paific Crematorium Inc. IQatva 5/e7/1994I Address: 571 Crane St. Unit J I------ ---ng Permit--- Lake Elsinore, Ca. 92530 NO __ ---- Envelope IChecked by / Date Designer: Mike Brown I DocumentationsIC;UMRLY c4 User 1�►'1b Amber Energy Design ______-_ GENERAL INFORMATION _ ____.______ Building Conditioned Floor Area: 33�+ st Date of Frlans: Climate Zornas ll� Building Type: Nonresidential Phase of Construction: O New Construction O Addition O i-?iltterat vr, Method of Envelope Compliance: Prescriptive - Overall Envelope STkTEMENT OF CUMF'i_IANCE This Certificate of Cornpl4.ance lists the building featl_trew and pPrforrnarA:e specificatiar,s needed to comply with Title E4, Part 6, Chapter 1 and Tit ':e Arti e of Regula- 20, Chapter 2, Subchapter 4, c'a 1tofbarildingienvelope requirements. tIons. This certificate aPPlies y The Principal Envelope Designer hereby certifies that the propobtad build - � ,r,g design represented in this set of construction documents irs r:orlsistVe1t with the other compliance farms arid worksheets, with the t' {recil' ics,ticrns, ar,u with any other calculations submitted with this, permit �,pp.k ir'rat: ior,. Tt,e Urc,posed building has, teen designed to meet the envelr,lrr•+ 1 c,r{Ilarerner` cr,r,tair,ed in sections lle:), 116 through 113, and 14-3 or 14'•'1 tit I It, le 24, Fart 6, Chapter 1. Flea'-e c• jf c l( ogre: O 1 hereby affirm that i aril eligible- 1_tr,der, the pr•r_,vis,iorr9 rrr li'Ivisior. r.,f the Business and Profess,-Jrly Cc,tir? tr, sign this dor_.1.Irm r11, a, tr,e porsor, resporls-54 lf»' f�,;^ it:� preparation; and that I aril a cl iil engir>wEr" or architect. tt 1 affirm that I am eligible 1.Indpl- t'ie exernpticrr, to DivlC.ic:r1 3 of tr.O- l+,.tsiness and . .,fer�a-ir,r15 Code b Section `.5---7. 2 Of +;he BLIA,I r1ers C,',n r,.r__ � od Y 1`1~r_,feyssic,rlts Code to sign this da`urrterlt as the person resporrnible f,,r and that I aril a Iicen+_,s��d contractor preparing doeri r,,H+r,t: tur wr,rk that 1 t1ilve, caner^acted to perform. u,1 r+l It ik,le ur,d,�r the exempt i0rl to Division 3 of t` {, [1 l a f f 1 1 In t 1,,",t I t,tJ[I r'� by .,ect Carl _- of the --- „- _ .1n(I F'Y „t !'��`.'-1'_,Y,t, ------ t', de t-' I rlr, th ,ullear,t t'. 1,hF+ pNr-t:,or, rec>pori'-;i blc i r ' t ,rid t. r• tt,r.+ tc,l IL,wirig IhNI,tt In r (tr r,wr, tl. tc. Jn.+-a i &i ili'k I1lf11'll)t11l111 t ,rlrr. r it,1.• Ir,[ ,att' r', [,r, pl ,.+n':, r_,t r,, ,tr. t, ,, N,rr,cl,,t.,,r`y IYIr!,t',,I11:r , CERTIFICATE OF COMPLIANCE (part 2 of 2) ENV-1 page '4 of 23 ----------------------------......--------------------------------..-..-----.�..�..- Project Name: Pacific Crematorium Inc. IDate3 5/27/10 1 Lodumentation: Amber Energy Desigr• ICOMPLY 24 U%ar- 1078 OPAQUE SURFACES Const Nate to Assembly Name Type Location/Comments Hold G" Concrete Wall None _---------------------- ---_ i R-1 1 Wood Int. Wall Wood --------_---•------___---_ __ _. R-19 T Bar Roof Wood ! FENESTRATION Frame Orient Panes Type Exterior Shade OH Glaziny Type Front (N) 1 Metal None N Single 'Tinted FMt 1 ) Right (W) 1 Metal None N ;Single Tinted !Mtl ) OVERALL ENVELOPE METHOD Part i of 4 page 5 of-,23 ------------------------- ------------------------------------ Project Name: Pacific CrOmat Ori ufn Inc. I Dat"t 5/27/1994 1 Documentation: Amber Energy Design ICOMPLY 24 U"ar 1076 ------------------------------------------------------------------ WINDOW AREA TEST A. Display Perimeter 0. 0 ft X 6 ft = 0. 0 sf Display Area B. Gross Exterior Wall Area 936. 0 sf X 0. 40 = 374. 4 s` 40% fire-a C. Gross Exterior Wall Area 936. 0 sf X 0. 10 = 93. 6 sf Mirr, Std Area D. Enter Larger of A or B 374. 4 sf Max Std Area E. Enter Proposed Window Area 39. 0 sf Proposed Are: I f E i t, greater than, D or less than C, proceed to the next calcvil at ior, for window area adjustment. If not, go to part 2 of 4, 1. If E is greater, than D: Window D. Maximurn Standard Area E. Proposed Area AdJu�J,trnent Factor N/A / N/A - N/A If E is less than C: W i rid r_,w C. Minirrturn Standard Area E. Proposed Area 0dJ t,5tr(Iwrrt I actor 313. 0 2. rJrllJiJ SKYLIGHT AREA TEST Atrium Height 0. 0 ft If Height < 55 ft If Heiyht ) - 55 ft Standard = 5% ---- ----- Standard = 1 fj% I V 0. Lr c•ns� EXtBC1Gr" Roof Area 3 3C.). O sf X 0. 05 = 16. : sf° Standard 1,. F_rrter Pr opovied Skylight Area Q. U sf F'r(:•,lr_,SHJ l t t.ht• t'r „trr ,r r1 "'Pi 1 i ytrt. fit (.a r', ip uatt.•+ thl.+r, the :3tar,d'+r d `.Su /' 1 tilt i,rc><•, I tho r,c.xt. uaIC, Il._+tt,r_n tur the c,l<;'1 iyht aYea sdJ4.tstrflent. I ! rrc•t. 1 . 1 t t'r •tn, ,t-(I `01 1 1,r y i r lit Ltr t•,q: 'rJyl ryrrt :�i,rrrri.+r r1 :ity+ 1 tJtrt, fn't�,+ 1'rr�lxr,r•i1 !,i,'� i t r1ht, ilr ar,.+ 6{ti � _+• i.nn�rt. ., I•Ji H � tl/sJ - 11/�� OVERALL ENVELOPE METHOD part 2 of 4 n E%V:k page 6 of 23 --------------------------------------- ------------- -_--__ Project Name: Pacific CrRmAt©rium Inc. ID*tire 5/27/1994 1 Documentation: Amber energy Design ICOMPLY 24 User 1078 ----------------._-__----_---_-------------------------------- ---- -- OVERALL HEAT LOSS PROPOSED Adj. STANDARD Assembly Name --- Area HC U-Val UXA Arw a U-'Jai UKA - ---- 6" Concrete Wall 258. 0 15. 2 0. 730 188. 3 228.6 0. 690 157. 7 6" Concrete Wall 189. 0 15. 2 0. 770 138. 0 169. 0 0.690 130. 4 R-1 1 Word Int. Wall 279.0 1. 7 0. 087 24. 4 279. 0 0. 092 c5. 7 R-1 1 Wood Int. Wall 153. 0 1. 7 0. 087 13. 4 153.0 O. 09 14. 1 R-19 I bar Roof 330. 0 1.0 0. 044 14. 4 330. 0 j. 078 ?-5. 7 Singlo Tinted (Mt1) 21. 0 N/A 1. 100 23. 1 50. 4 1.230 612. 0 Single Tinted (Mtl) 18. 0 N/A 1. 100 --19. 8 43.2 1. 230 --53. 1 Total 434. 4 Total 46.:. b ** OVERALL HEAT LOSS COMPLIES PROPOSED UA (= STAND(IRD UA +�" OVERALL ENVELOPE METHOD Part 3 of 4 - Iage^7 -----------------------•-.-.--------------------_._---------------------- Project Names Name: Pacific CreinatoriuM Inc. IDat � '�d�7l19&4 Gotumentation: Amber Energy De-iqn ILOM}SLY 24 User 1078 ---------------------------------------------------------------------- OVERALL HEAT GAIN PROPOSED STANDARD Glazing_ _-___ _W _ _grea_ TSC- _H__ YV-- OHF_ Total Area RSHG - Tc�t a 7 North 0. 34 21. 0 1. 53 3. 8 9U. 4 0. 94 West 1. 34 18. 0 0.53 12. 8 43.2 o. 11 41 V1 Total 16.6 Total ��• c a!�s OVERALL HEAT GAIN COMPLIES PROPOSED HG (p STANDARD HG s Part n . oaf s .p ce: . ,. UVERALL ENVELOPE OETHOD -__. ----- -- Project NAMQ3 recific crematorium Inc. IDstRt 8PE7l19E34 "k:lsr Energy Design ICUMPLY 24 user Doc umont at i On: -- -------------------------.- --------------- ____- ___-.--------_ Window ArEa Adjustment Calculations Adjusted Gross Door Window Ad j uat Window Wall Wall NameDir Area Area Area Factov Area- Aries Front _------- -- -- -N 279. Q 21. 0 2. 4VCu1 50. 4 226. 6 u Left E 189. 0 V. C) 2. 40'- 1 O, G 189. U Lack S 279. 0 Ci. 0 2. 4u4.Ii1 0. O 279. 0 Right W 153. 0 C►.0 2. 40t111 0. 0 15.3. 0 Right W _35_`� -- ---- ------ 2. 4Ut�t► ------ --`7_2 TOTALS 936. 0 0. O 39.V 93. 6 8-2. 4 Skylight Area Adjustment Calculations Adjuster Gross Skylt Adjuwt Skylt R f f2oof Name Lir Area -Area- Factor -Area- a -------------- _N- 33V. U 0. 0 V. OVC�V 0. 0 3-�='• �� R-1u Roof T Bar V - TOTALS 330. 0 -- 0. O 0. 0 JJO• U CERTIFICATE OF COMPLIANCE (part 1 of 2) L.TS-1 paper 9 of 23 ` _ M__ ___ Project Nana: Pacific Crematorium Inc. Ipatus 5/27/1994 Address: 571 Crane 5t. Unit 3 I Lake Elsinore, Ca. 92530 1Building�Permit�No� Lighting I Designer: Mike Brown IChecked�by /�l~.a.te Documentation: Amber Energy Design ICOMPLY 24 Usmr'• 1078 ------------------------------------------------------------------------------- GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: -,C1 Y.t Building Type: Nonresidential Climate ZoitQ- lU Phase of Construction: 0 New Construction G Addition 0 A1tw;, oi'txore Method of Lighting Compliance: Prescriptive STAlE.MENT OF COMPLIANCE This Certificate of Compliance lists the building featurem and perfc�r•mA,r,cv specifications needed to comply with Title 24, Part 6, Chapter i and 7 . 11& 2o, Lhapter 2, Subchapter 4, Article 1 of the California (:,ode of Regula- tions. This certificate applies only to building lightir,fft' requirements. The F'rlr,cipal Lighting Designer hereby certifies that the proposed bk.JL i r,g deb I gn represented in this set of coast runt ior, docurnerll, is cons i s'f-r,t with the :,ther compliance fc,rrns and worksheets, with the s1,1+, if icata,_r �'r,d with arty other calculations submitted with this rerrnit :.111111icati,_,r,. I he? pl',_,p(�sed building has been designed to meet the l ight ir,U l oquirerne- t u u,_,nt a i rled i r, *sections 1 1(-), 119, 130 thrclugh 1,32 and 146 coy, I /f'j. flea, ,f? c-heck one: 0 1 hereby affirm that, I a«1 eligible Llnd(r-r' the provisl-f,t. .,of llxvl,al �•- •- cOf the LA1.151ness and F'rofe5sic,nF, Code to slflr, this d"A tl«llint At.; tflrr3 per' „rt responsible fc,r its preparation; and that I am a r_xvil r?rly: •, rrr electrical enyxneer or architect. 0 I affirm that 1 a,(l eligit)le t_Irtder the exemption to ,,Jvfs,iejr, Dusiness arid Professions Code by Section ;:')37--' of the lslls> rt��;,l; <ar, Professions Code t s i rr, this document as the persc,r, respc,ns i b l e F •:'r its preparat ic,n; and that I am a licensed cc,ntractor preparing doc s- rner,ts for work that I have contracted tc) perform. LI f ,.tffir-1-1 that I ;ant eilyible under the f,xemptior, t,, I)Ivl ,ir,r, ;,{ �" f• fjusiness and Lc,dla by Section _ _-_ - ._,f ttll• _ '.>1 [_IY, thl'. ,°!- ( llfnE.•r,t AS3 t11f3 [).erDior, r'f"•1),�YISltJl1, r 1Jt It:_.rt; and for the following 1 < 11'lll 1. 1 bHT I NL:) DI 1316NI-H 4vi ILi I'1t , 1 l I Y 1,11 (1:.1 JHI - i( L,r, 111.1r,c. Iv. l l• 11I. t. i, I , , 1'1,11•00.tt4:,1 '� I'1D•.t', 1, t•'t. : .,,'h fr, -. � � � r _ �� • - .�' ... b. I' ._ jet CERTIFICATE OF COMPLIANCE (part 2 of 2) LTO-1 page 10 of 23 _-s----------_...---------------w------------------------------------------- --- Project Names Pacific Crematorium Inc. IDatat 5/27/1994 1 Documentation: Amber Energy Design (COMPLY 24 User 1078 ----------------------------------------------------------------------- INSTALLED LIGHTING SCHEDULE No of Watts/ Ballast Ballasts/ No o-f Nate to Nar1e Lamp Type Lamps Lamp Type Luminaire Fixt. Field Fluorescent 4 27 Standard 1. 0 2 ; Incandescent 1 40 Irs/a re/a 3 I Incandescent 1 40 i-1/a n/a 4 ; MANDATORY AUTOMATIC CONTROLS Control Note to Control Location iD Control Type Space Controlled Field ---------------- ------- ---------------- -------------•--------- I ---------------- ------- --------------- ---------------------- i ---------------- ----- __--- ----- ------------------------- i ----------------- ------- ---------------- ----------------------• I ----------------- ------- --------------- ------------------------ CONTROLS FOR CREDIT Control Nate to Corot w o 1 Location ID Control Type Space Cont ro l i rxd Field -._._._.. - -------- ------- _- __ _____--- - - -------------------------- I LIGHTING CONPLIts NARY LvQ',-2 pass 11 ------------- -.r---...w—w.w...- ----------.ram------ Project Names Pacific Crematorium Inc, I®salt Bigl/1994 Documentations Amber Energy Design ICGMPLY 24 User 1078 ------------ ---------------------------------- ------- c...,.........—�..�.r— -- ACTUAL LIGHTING POWER No of Watt* Total Name Description Lurnin per Default W-sttS 48" T-12 Low Watt /4 Lamp 2 1O8. (-) 40 w Recessed Incandescent 3 40. u 40 w Track Light 40 w per Foot 4 40. 0 _ _ 1 i`�• �� SubTot al 436 Less Control Credits (LTC-3) U Total Proposed Watts 496 # If not GEC Default value, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Allowed Floor LPD Total Tars red Space Narne Occupancy Area (w/Sf) (watts) (VA#t � Office Area Office 330 1. 6011 528 U TOTALS 330 1. 6ol i 528 0 * Noto: Tailored Allotment requires supporting docurnentat t.,r, on form L77?v"4. CERTIFICATE OF CWPLIAWE A part 1 of 3) MECH-1- pao* 12 of 23 ---------------------------------------—------------------------ Project Names Pacific Crematorium Inc. Matat 5/2WIS994 Addresss 571 Crane St. Unit J Lake Elsinore, Ca. 92530 Mechanical Designer: Mike Brown Documentation: Amber Energy Design ICUMPLY 24 User 1078 ----------------------- ------------------- ---------------- GENERAL INFORMATION Date of Plans: ----------- Building Conditioned Floor Area: 33fj Sf Building Type: Nonresidential Llimate Zone: 10 Phase of Construction: 0 New Construction 0 Addition 0 Alteration Method of Mechanical Compliance: Prescriptive Proof of Envelope Compliance: 0 Previous Permit 0 Cornpli-7%rice Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building featureg and performance speci-S�ications needed to comply with Title 24, Part 6, Chapter i and Title c_0, Chapter Subchapter 4, Article I of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that thw proposed build- ing design represented in this set of construction docurnwy,jtv, is COnSI.Stent with the other compliance forms and worksheets, with the %pecifications, and with any other calculations Submitted with this perinit. applicatic.n. The proposed building has been designed to meet the fnechar.it--al requirements:: contained in sections 110 through 115, 120 through 117'4, 161.1 through 142, 144 and 145. pleas-,e check one: Li I hereby affirm that I am eligible under the provisielris-4 of Divisior, of the Business and Professions Code to sign this docurnprot as the persor, responsible for its preparation; and that I am a civil engir,eer' fnecf)anical engineer or architect. IJ I affirm that I am eligible under the exemption to Division 3 of tr,u Dusiness and Professiori,_i. Code by Section 5537. 2 of the Business arl 1-`y-c,fei3sions Code to sign this document as the person responsible frir its preparation; and that I am a licensed contractor, preparing docu- rnew-sts for work that I have contracted tro perform. lJ 1 affil III that I 'Arn el .1gible under the exemptiors to Divis�ic.ri 3 of bus,i and I r_--ris L(.-dp by Sect I orl ------- C.f t I if c,,(Jo tv % iijri this L%­; the person 1 Ori; _irid for the M1 1iL',)1bN1_1? je.--, j -t 11- -te bl' k"( 1, fol [11"irldot''I CERTXF•ICATE OF COWL IA' NCE. 1Part a `or 3) 14E I P&G* IS of;e3 ��ww•�e raw .�w�r� --------------- Project Nu me: Pacific crematorium Inc.w ID*tee 5127/189* 1 Documentations Amber Energy Design ICCMPLY 94 User 1078 SYSTEM FEATURES Note to Field Zone Name Office Area Time Control Setback Control Both I it of Isolation Zonesn/a I Hp Thermostat n/a I Electric Heat n/a 1 Fan Control Constant Volume i VAV Min position n/a l Simul. Heat/Cool n/a I Heat Supply Reset Constant Temp 1 Cool Supply Reset Constant Temp I Ventilation OA Damper Control ______ i Economizer Type No Economizer 1 Outdoor Air CFM5,0 I Heat Equip Type Gas Furnace Mahe d Model No. Rheem RRGG05E16 or = I Co-1 Equip Type DX Male and Model I 1 i • :�'r „y :,wrtttr !r:{1tr t�, l, r,c•►� N:(lr.,f., , 1r:111 r !,r•rr,,,r' !. :I;{1 I )•r L le:l�r .�vll� 77 CERTIFICATE OF Cd*L144CE i124rt 3 of "ECH-1- Project Names Pacific CVwmatorium Inc. !3)a$fAY` 31�7�1�94 I Documaintationt Amber Energy Design ICOMPLY 24 User 1078 ----------------------------------------------------------------------------- DUCT INSULATION Duct Tap* Insul Note to System Name Type Duct Location A110"Od R-Val Field Rheem RRGG05E18 or = Heating Ducts in Attic Y / N 4. 2 1 Coaling Ducts in Attic Y / N 4.Z I RIPE INSULATION Insul Note to Sys!.wm Name Pipe Type Required Field Domeatis Hat Water ----------- Y / N t NOTE:r TO FIELD - For Building Department Use Only a !MECHANICAL SIZING ANO VA POWER tat -.Page �6!' 23 ----------------- -------- --- ..-....a a.=.c... -..�...,.�....... Pro j,=t NAMP 3 Pacific Crematorium Inca 1 Locumentation: Amber Energy Design ICOMPLY Z4 UAwr 1078 -----------------------------------------------• ------------------ -------.,._-- SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Office Area Heating System Name: Rheern RRGG,)5k16 or = Cooling System Name: System Multiplier: 1 Peak Load Method: GUINCIDENI Relative Humidity: ':ilk A COOL 1 NU HEAT Y 14G SENSIBLE LAY EP1.r 1. DESIGN CONDITIONS FOR Elsinore 26 F 101 F 70 f c. 51ZING SPACES SERVED BY SYSTEM PERK Bt a/hr PEAK Btu/hr Pt"d/r ------------------ ---- ------- ---- - ------ - Uffir_e Area (Jan 12am) 22728 (Aug 4pm) 11516 +6� 1'0TAL- SPACE LOAD 22728 11516 41�. & Losses: 2L17.i 1154 Vent I 1 at 1 UY, Return Air Lighting Gain TOTAL SYSI E:M LOAD c'7=50 1,4639 1 1.1-;T I ON q, liafety/Warrnup Factor 1. 43 1. 21 l;. Maximum Adjusted Load 38968 16503 (,, installed Equipment Capacity ,3800V 14132 44bl i f Line 3-C ) Line 3-B, E x p l a i ri:--_--__--___.----------------------.---.--_- O1N 1'1_lWE<< CONSUMPTION No. hlo. Efficiency Peak Corry Peak. bipply 1 or, Descr-Ipt ior, Sys 104P Mortar- Drive HP Fact watts LFM k1,1,t y f-<,r, V I x �). Jr k / Lt>. 70 :< I. OOJ = 0. 71 v. 746 MEE W4WICAL EQUIPF � RY MECH-3 P*Vv IS of 23 --k---------------- --. -------...-e..--..-----.....----- ------------e►r...r u..-«.� Project blame: Pacific Crematorium Inc. IDates 5/27/1994 1 Do'umentation: Amber Energy Design 1COMPLY 24 User 1078 ---------------------------------------------------------------------------- CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type - - -_._-'___. 1 Rheem RRGG05Ei8 or = Packaged FAU-A/C i No Economizer CENTRAL SYSTEM RATINGS Sys Heat ing ----•-------------- ------------------ Cooling No Type Output Aux KW EFF Typ.: Output Sensible EER SEEP - 1 Gas Furnace 38000 n/a 0. 78 DX 18800 14200 9. 00 9. 7:s CENTRAL FAN SUMMARY ------------ Supply Far, ----------- ---- Return Fan --- Sys Mtr Ury Mtr Ury No Farr Type Motor Location CFM BHP Eff Eff CFM BHP Eff Lff 1 Constant Volt.me Draw-Through 700 0. 50 70 100 None -- _ ZOO-iL VAN SUMMARY - ---- -- Zonal Fan ----- - __---_ Exhaust Farr, -- Mtr Dry Mtr ✓ri Spar r: Name No CFM BHP Eff Eff No CFM N11P Eff E_ t f N r_r rrY' n ;IkCHANTCAL VENTILATYt" _________ __ ram.�._.--�..�a..�....r...w..r .�.�.�..«.r...�....or.rrr�,rw:.r....—..•wrAirw Rrc^ject Names pacific Crematorium Inc. iDateo 1����d195r4 1 ICOMPLY R4 User 1078 Dada•Went at i--a Am-- Energy Design ------------------ VENTILATION SUMMARY BY SPACE Trap Floor sgft 4FM Mira Design sfer T Occupancy Area /Oec /Oec LFM CFM CFM Space N. @ne _ _ __ - -------- Dff ice AreaOffice -_ + r _ '"___ - Off ice 330 143 2 1- 5 ~ii► -_+50� TOTALS `iC► 50 Nate: If Tailored tT=#3 , user must document sgft/Occ and/ui- GrfM/Occ valv�e5- HVAC ZONE HEATING COMING .LGAD SUW4ARY PA0 to of ---------- Project Names Pacific Crematorium Inc. IDaDoa �lE7l�9'94 I Documentation: Amber Energy Design ICOMPLY 24 User 1078 ------------------------------------------------------------------------------ HVAC ZONE DESCRIPTION HVAC Zone Names Office Area Heating System Name: Rheem RRG605E13 or = Cooling System Name: System Multiplier: Fan Schedule: nay Fans STD Peak Load Method: COINCIDENT Relative Humidity: 5�� X COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT _ _____ ----..------ ---• -Office Area (Jan 12am) --22728 (Aug 4pm) --M11516 --�4b2 TOTAL SPACE LOAD 22728 11516 462 Duct Gains & Losses: 227.3 1152 Ver-,t a lot ic,r,: ( 50 CFM) 2249 971 _1 1 tlet urr, Air Lighting Gain - ---- --^0 -- TOTAL SYSTEM LOAD 27250 13639 SYa I I..M OUTPUT AT DESIGN CONDITIONS 38000 14132 NOTE:: The TOTAL SYSTEM LOAD shown repre,�ents the minimum size equiprna•r,t t,i,ich will heat or cool this zone during the design conditions irrdicatrp0- These numbers include no safety factor, and the HVRC contractor should ,versar.e by! a reasonable margin to account for variatior,:k in weather cond:.trons and the pick-up capacity required to bring tho Zone to ternpe, at ure as a res,-,l t of a setback th r;iost at.. These respoe,ty i b 1 e for final eq„rprnent selection should note that. S_r•:.ible and Latent. Lr.-ir_,ling Loacs are ind►caf-ed to allow for accurate curnparisor, with manufacturer' s output data. ;PACE HEATING ,a COOLING LOAD SUMARY i�►1�r t� �k -------- --------------- --------------- Project Name.- pacific Crematorium Inc. Motel afe?11994 I Documentation: Amber Energy Design ICUMPLY 24 User 1078 SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: Office Area LUOLING DESIGN CONDITIONS HEATING SENSIBLE LATENT -------------------- Peak Hour: Jan 12arn Aug 5prn Indoor Conditions: 70 F DB 78 F DB 50 % RH Outdoo,, Conditions: 26 F DB 93 F DB 62 F WB LOAD COMPONENT (quantity B`u/hr Btu/hr Btu/hr -Wall Conduction - 897. 0 sqft 16594 6790 Window Conduction 39. 0 sqft 1888 353 Door Conduction 13. 0 sqft 0 Roof Conduction 3.30. 0 sqft 633 205 SI<y 1 i ght Conduct ion 0. 0 sqft 0 0 Floor Conduction 0. 0 sqft 0 0 Blab Conduction 330. 0 sqft 2492 0 Interior Conduction 0. 0 sqft �► '' InliIt rat ion 0, 5 AC/hr 1122 Sr,l ar Gain 39. 0 sqft L i tlht ing 5P8. 0 watts 0 1'1i. He(_(--,pt Etc Ie 330- 0 watts. C_) l l�E, Pr'�c�5s o. (-) watt'a 0 n Occupants 2. 3 occs• L) /f 46oa SPACE LOADS ;ca7l?a 1160A 462 II 'at. ► ng AirFlow: 22728 Btu/hr / L 1. U3 x ..35 F Deltm I ► 1 = 630 cfr* trig AirFIow: 11683 Btu/hr / L1. C►3 x 23 1= Delt a"I ) J = 493 cfm, t� 0 /1 WIN QIFTSli1l r g�p� . OFElMaND11Ct' 2M>v SttJl StMFLY OUCf OFlNINO. OUTSIDE OISIOE A M w•' INSIDE x ARL ELOMrER MIN - INSIOE f C,dkw" FOR CLEARANCES, SEE PAGE 18. �+ tr.a• 23Iia• LIOL10 PRESSURE SERVICE MITT M MStR SUCTION PRESWRII SERVICE PORT— MAIN NlCYK1aa POWER WIRE ENTRANCE (VA-NFn F/lw►ta TROI WIRE K L NTRANCE N MODEL NUMIE1 Vdt- 'IIM 04EM 0IEX IM . 05M "Nu O&W cowOIEI/ "ISO DIM Ina "W% OHM WW o7E42 07141 UO OIErO DIME 0614 0614 /1�0 QSEU 06E30 0" D1N42 EIN41 1INi0 ON& all" Olt* o7E42 IUEAaI IM OSNII 07EM 07N3I IIE42 lim 11HI OIEIS DIM 01QI WMI V" loll// 04E24 Dim 0206 11E42 12E43 12NO IIN1S Dim 07N3I am 11E41 1100 0124 I0E30 IOE33 11242 13148 IMO MODEL .;" • . DIM. 04E24' 09130 WIN IOE42 InaIM 05N24 DUN 04W 12E42 16E4/ IWO NIIAi1u IIE24 IK30 1013E 1/142 1314E Ism 0IE24 0IE31 OSE31 11143 MW OWI aROo• r IIN24• 04E31 I4W ' 12i42 IN" " M 07E24 0IN31 05107 o7E43 OMI IMI " BIE24 OU31 DIEM am IN40 IM/ 04E23 OSE31 OIE'37 "M43 07N4I IONGI VE24 05N31 OWN 07E43 07E4I tdi O5E25 07E31 DIES! DOW 1IE4/ 11641 '��� ME20 0681 DEEM Mu O7N41 1o1 OWS O/E31 07N37 10E43 12E41 12E31 i LlIE25 07E31 07i 'a MEI3 11E11 Itno! 08E2S 10E31 0@E37 11E43 13E11 13E11 "N" OM1 OTM37 IK43 1210 12111t VE25 04E36 IOE37 12E43 15E41 1SEI1 1 OW5 ICE31 0K31 11SU 12991 130M A 3 t'.- 31'ir 31 v." 341/4" VW 04EM 100 12W 11&48 1 I 49'r." 50, 511/16' 553/16" — C 37''i-." 431/t" 49'11" 5I" ACCESSORY MODEL NUMIER 0 13"1.&" 16Y'a" 214v" 241IM" Roolcurb•Full Perimeter AxRA•0020 RX%A-DO21 RXRA•D022 RXRU•fL'.3 E 17'1/.' 201-14" 2214" 26'/0" --- F 15, a' 15"/'a" 15"ha" 171 1/16" RWlcurb•SlopeA RXPA-CA20 AXPA•CA21 RYPA•CA22 RXPA•CA23 0 16- 16" 16" 18" Economirar Mooulatinp RXPE•CB20 RXPE•CB21 AXPE•CB22 RXPE.C823 N 14v,; 16 IV2PV 25'i."b h Ecorwrrwieh2PMJdlon RXPE•CC20 RXPE•CC20 RXPE•CC20 11XPECC23 1 I 18"u 20' ' 22' ' 21'/a" — J 171'.a" 21>/41 26'14" 301/4" CoticentricD(Iluser i K 15v1" 191N" 241/4" 281/1" and Gone Rx N-0014 RXRN•8015 RXRN•OD15 RXRN,Wifl t . 2.,• 791i.a" 30Via" 321/4" Pfmurl Relief Dam —� _ — — RXRP•A23 M t0"." 10'/.' 10'/.' 13`'1;" U."n ul F(Me Air Damper RXRF•EA20 RXRF•EA?1 AXRF•EA22 RXRF EA23 T 48'." 49' SOv�a" 543/a" Pactangutar to Round W 36'v 42v." 484. Transilwnf 41MC A01 RXMC-AO2 RXMC•AC3 RXMC A04 i x C'twnflowFillerPacF_a)c' RXAY E2 RXRY•821 I AXAY•822 RXRY 523 •Filler%are incitjocd COtilIIO NEATINS FEIR'NAWCI WF SS/ST•F MIS TNSOOR AM SS"F IIS OUYOOOR AIR DOE L SINSLE PNASE MA CALIF. RISE NEAT CTI9lrf OGG- TOTAL NET NET SOUND INDOORNNiN "MATING AFUE SEASONAL RANGE INPUT CAFApFY CAPACITY SENSISLE LATENT TOTAL SEER RATED C►TM MMUT CAPACITY 1< 1< •F STUN O1> STU/NR STU/NR STU/NR WATTS STU/NR STU/NS _ 05E/05N2/JKR 21400 17.400 6.000 2,803 1 a 85U 7S 38,000 7S 0 74.i 50 8ti 07E24JKR 23.400 17.400 6.000 2,603 9.10 05E/05N3OJKR 29,000 21.500 7,500 3.432 9.35 8.0 I od-1 s•owwo S8 7b.S 74.5 30 t0 - 07E30JKR 29.000 21,500 7.500 3.432 9.35 8.0 1,000 15,000 ._ 10E3aJKR 29,000 21,500 7.500 3,432 "'a 8.0 1,000 97,000 75,000 78.4 74.1 50 80 - 05E/05N36,IKR 35.600 2f '00 f0.600 1.267 2.25 8,0 1,200 50.000 36. 78.3 I4.0 000 30 80 _ 07E/O7N36JKR 35.800 A 200 10,800 4,287 9.25 8.0 1200, 75,000 58,000 78.2 73.2 25 SS + "r+0 t0E36JKR 3S.800 25,790 10.500 4,287 1 9.25 5.9 1.200 97, T8.4 74,T 45.75 000 15,r. 12E36JKR 35.000 26,000 2.000 4.420 9.00 B. 1,200 125.000 96,000 78.1 75.4 55.95 - 07Er07N42JKR 35.000 2 -OW9-8W 9.700 4,8t7 9.00 8.2 1,400 15.000 58,000 78.2 73.6 25.55 - - t0E42JKP 39.500 29.800 9,700 _4,817 9.00 8.2 1,400 t00.000 77,000 7A.0 7�.3 30 60 t2E42JKR 39.500 29.800 9.700 4,617 9.00 5.2 1.400 125.000 �9�.000 78.0 J5.2 55 85 = Q7L/07N4bJKR 46.000 35.100 12.900 5.393 9.50 6.1 t,800 75.000 51.000 78.0 74.4 20.50 - 11E48JKR 48.000 35.100 12.900 5.393 9.i0 5.4 1.600 125.000 97.000 78.3 71.8 50 60 - 15E48J KR 48,000 35,100 f2.900 S.J93 9.50 8.4 1,600 150,000 115.mO 78.4 75.6 50.90 - - 101,'101rGOJKR GO.000 44,500 16.000 1.289 9.00 5.4 2.000 100.000 77 70.3 74.0 35 65 .000 - 12E60JKR 60.500 14,500 t8.000 7.289 9.00 8.4 2.000 125.000 97.000 78.4 73.0 30.60 _ T 15E60•.KR 60.500 44.500 18,000 7.2b9 9.00 6.4 2,000 150.000 117,000 78.2 12.1 45 75 U.S. Single Phase (Stall COMPressors) 0,1 0;475JKR 21.600 16,810 4.790 2.400 10.10 7.5 800 50.000 35.000 78 2 74,1 35 85 _ - U7E2SJ�R 2t 600 15,810 4.790 2,400 10 10 7 6 800 75.0W ' 58.006 78 0 74 7 50.80 - - 05E 5jKR 1JKR 21600 22.100 6.100 3.116 10.10 7 b 1,000 50.000 39,000 78.8 75A 30.60 - - 22.►00 6.t00 3,116 10.10 7.9 1.000 75.000 5b.000 78.5 74.5 30.60 - 07E'1,,MH 28.200 - tnEJt,KH 28,200 22.f00 8.t00 3,116 10.10 7.8 1,000 97,OW 75,000 76-/ )4.T 50•BO - - 1.200 OSE.OSN3 -60 7JKR 37.000 26.760 10.240 ;o� 0.20 7.8 1,200 75,000 58,000 78.2 13 2 5 55 - OIE,,07N37JKR 31.000 28.760 10.240 _ f0E37JKR 37.000 26.760 10.240 4.088 10 20 7 6 1,200 97.000 75.000 78.4 11 7 - n;t 0r!.43JKH 39.500 29.654 9.816 4,317 10.20 8.0 1,40000 10�0 100 77,000 JO 0 i4.3 ?0 v0 - tUL4:fJM R 39.500 29.684 9.818 1 , ,317 10.20 6.0 _ 1IL43JKR 39.500 29,648 9,852 4,317 10,20 8.0 1,100 t2S,000 96,000 70.0 75.2 55 85 - - UtE 07N44JKH 46.500 35.500 11,000 5.200 t0.15 B.4 1,600 15,000 57,000 78 0 1�/ 20 50 _ - 12E49JKR 48.500 35.500 11.000 5,200 10.15 8.1 1,800 125.000 97,000 18.3 14.8 50.80 _ _ t5E49JKR 46.500 35.500 11.000 5.200 10.15 8_+ 1,600 150.000 1t5,000 18.4 75.8 60 90 - 10E/10N61JKR SB.S00 44,500 14.000 6,724 in(IS o.1 2,000 100,000 77,000 7b.3 7/.0 35 55 _ 14,000 6,721 lO.OS 9 4 2,000 125.000 97,000 78.4 73.0 30 80 t2E61JKR :e S00 44.500 tS0 000 it1,000 16.2 72.1 a5 T5 - ._._1 I E61JKR 56.500 1 44.SW 14,000 6,724 10.05 b.4 2 000 -,Sound Rating in accordance with ARI Standard 270, 1/ 117-A SOW%Ui�if�+fRit�si�.'1 � sllIwg�. # t!!!S 674-19"S(Valise L Yea) x; i g ., ,r �� �.� , :t;�� ►� f 4 STRUCTURAL CALCULATIONS Pacific Creamatoriurn Tennant Improvments 571 Crane Street. Unit J Lake Elsinore, California T6B F QF CONTE � Design Loads & Specifications 21 Reef- Fr-aming RF 1 1hPL►-C1F- Floor Framing FF-1 Foundation Design F- I Re>:aWng--W-044-1Deai9n I W--l---4hP4J AVM St-tip-9 eslgn S-T--t h P�•.R.. Lai e{al-fay 1Ys1s L-4_ 11-M.L- Miscellaneous Design M-1 1 1 .1. Ir g _ GlOi . irw 9iea!>t"g st:m%, lay t�.M 11�30� kali Alp, ; r � (Sail) 674-9343('1 "" 1L]« 8: aiw ; �Ct, t.,. FL E8�1� Misc = .,. :,1Q'gift Dea1a Lead„ see calf s0�eet 2LZ Wall Wt = ~1?. �:s f Rf DL - 21 Fir DL- 10,¢sf DeckDt•,;, ,. 1 pet Rf LL = 16 Fir LL= 125 psf DeckLL, 60 psf r ntlleyered Beam L = 8.50 It c = 3.50 ft a = 0.00 c(p) - 3.50 ft Uniform load @ backspan b = 8.50 a/L - 0 t 0.500 Rf TW= 0 FlrTW- 6 It Deck TW= 0 It Wall - 0 Misc = 1.8 W( i )= 828.00 */It W(dl) - 78.00 1/ft Uniform load @s cantilever Rf TW= 0 Fl rTW- Oft Deck TW= 0 ft 5,50 Wall - 0 Misc = 1 .6 b = W(2 )= 828.00 0/ft WOO - 78.00 0/ft d = 11 .50 P(cl )= 0 w P(dl) - O N E = 1 .6 NO - 00 P(dl) - 0 # Pc! pc R (L) R (R) W W TL= 2 ,922 N 7,014 0 j DL= 275 N 661 N T L b DL(L)= .�. -263 N 3,826 N em DL(R)= 3,463 A 3,848 N RM R( r ) -M(TL) 5,072 -M(dl ) 478 It If V-0 @ 4. 18 It from R (L) --+M m 7,241 ft a If V=0 0 P --+M = 0 ft w If V-0 @ 4. 18 ft from R(1) --+i 1 s 7,241 ft N G Cl = 0.0839 in - L/ 1 ,216 + Mgov 7,241 It e e ct = 0.0912 in = a/ 461 -WSE DAIZ •1 JYe�;t2512 L = 11 .331t a 0.00ft Rf TW= 0 F1rTW= 1 ft b = 11 .33 ft (sib) Wall = 0 Misc = 0 Deck TW = O ft W 135 s/ft ( 10 0/ft) P - 0 0 (Pdl= 0 0 ) R(L) 765 R(R) 765 Rgov - 765 0 R( dl) = 57 R(dl) = 57 N) b = 1 .50 M = 2 , 166ft0 M@P = OftN d = 11 .25 M = 2 , 166 ft N CP 5.67 ft fromR( r) E 1 .60 Mgov= 2 , 166 ft N -----">11SE 2x12 12 @ 1Z: e = 0. 1758 in = L/ 774 1128,42E @ 3Q Ooar L St 3.50 ft a a 0.00 f t Rf TW- 0 FirTW- 6 ft b 3.5U ft ( 8sb) Walls 1 Misc 0.6 Deck TW n 0 ft W u 828 N/ft ( 7$1 N/ft) p w 0 0 (idl7 0 N ) R( I. ) 1 ,449 R(R) 1 ,449 N Rgov - 1 ,449 N 11( d1 ) - 137 R( dl ) 137 N ) b 11 = 1 , ?6A ft N M @� P - 0 ft N d ?68 ft N (8+ 1 .75 It fromil( r) E Ilgov= I , 1168 ft N _- - --- A el: 7x6 • A = 0.0360 In r L/ 1 , 166 George ]MkCwdy 12 7 S.Mei&St., � I (999) 674-9343 Mice L Fw) ` FOl1NNAT1 REBIGH ASP = 1 ,000 psf tDR lnlf�rcil fob E®oLfn Typical caics for a uniformly loaded slab t(a) _ 6.00 in ---> assume bottom 1/2' not working t = 5.50 in (conservative assumption) b = 12.00 in S s 60,50 in(3) (= b*d*d/6) t/2 = 2.75 in Wall = 3. 50 in (stud wall width) f'c = 2,000 psi f(t) = 71 . 55 psi (ACI 318. 1-83 sec 6.2, 1(a)) f(b) = M( 12)/S ----> M - f(b)*S/12 M = 360.75 ft a M z W*X(sq)/2 ---> X = sgrt(2*M/W) X 0.8494 ft Effective Footing Width = 2X+((2)(t/2)/i2)+(wall width/12) EFW = 2. 45 ft Max W= 2 ,449 a/ft (= EFW * ASP) V(C ) = 12.87 psi < 44.72 psi @ t/2 from face of wall Typical calce @ 'pad' Footing Area - 6.00 sq ft (= EFW * EFW) Haxp - 5,997 M V(C ) - 74.03 psi < 89.44 psi 9 t/2 (4 sides) from far,,* of pert Summary Wmax= 2,449 M/ft (= Max Allow Load/ft of 2x4 stud wall) Pmax - •- 5;99? w ( t Max Allow Load of Post) Design Loading (see previous talcs & drawings for maximum conditions) Typ 4x4 Post Of any) P = 5,796 w < 5,997 M Max Allow Typ 2x4 Stud Wall (if any) w = 858 N/ft < 2,449 a/ft Max Allow deli Nidth P V2 t/2 t� tl�'i�i }! .Y'h.�l�t�Y v l,�.ltf�i%{f•'rnT.�?�'' ���tr lE Ery 31i.�>1R F04Y811�