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HomeMy WebLinkAbout10178605_1401 N. FLOWER - PlanARCHITECTURAL STRUCTURAL AC€EPTED FOR CONSTRUCTION Sheet TITLE SEPARATE PERMITS ARE REQUIRED FOR Project No.13-019 , ELECTRICAL, PLUMBiNG & MECHANICAL PLANS Date 04/15/13 '·ZZZ=»- MaM&:S This set 01 plans and specifications must be kept cn the job Engr.ECWWickstrom Structural at a!! times and it is unlawful to make any chances o.Engineering, Inc. alterations on samo without written permission f m,./cieEPDAZeCity of Santa Ano.C-El G /19 l.zoil> „3 STRIORAEatgfta™NE provisions ot ANY City Ordinance or State Law. nit 4*Ed-*3MfA ARE RE , Accepted By '71/Ni G- VO nmt. -2// For: Wycliffe Plaz- eglacen,nt HWK: LJJ OPS*NTA ANt1401 N Flower atreet-- 6@81§%68@, CA Project No. 13-019 Sheet: 1 2 3 74 40'Total PERMIT TYPE:(E6iE!IRM}·Meg,r:!Architects, Inc.l MECH GRADING PERMIT#10\18 065 Contents: ... General Design Infc,rmation ELECTy!&)m.,4?)?1?jinew.™ _ OCC. GROUP g -2 Et at! times and it is unlawful to m CONS'rR TYPF /- A-Fwist FrAming CAIr; CODE ED!TiON 20 /0 CDC-%1uipment Anchorage Calcs s:mrations on same wiihout written City et Santa Ana. USAS (*Uaw© MonsA - 5FLOOD ZOFF >6 ANc-*14*Me CL, m'L ---6 (Including Title) -rhe accsptance of this plan and spel FLOOD ZONE CERTIF. REQ'D YES -**4\»--«---/»---/ MICROFILM YES NO --C\TY OF RADIANT BARRIER @ ROOF YES 62 . RESIDENTIAL DEV. FEE YES G Subject To The Following Approvals: 9 -·8:301. DISTRICT YES (Sfy 8''Planning D EtreatE IVE Il Fire Deparl nt O Police Departmen#IL 18 2013 Il Public Works ArIAD Grading PermitiljcN Santa Ana D Il County of Orange Health Department I Cal / OSHA Il Flood Plain Il School District 28581 Via Primavera , San Ju 61'Mmoaleff#ifle# a¥180td»ent Sheet 1 Wickstrom Structural Project No.13-019 Engineering, Inc.Date 04/15/13 Engr.ECW GENERAL DESIGN INFORMATION BUILDING CODE USED:2010 CBC/2009 IBC MATERIAL PROPERTIES: MASONRY:The design strength and weight of masonry assumed for design is as follows: Masonry Units: F'm =1500 psi Normal Weight Mortar: fc =1900 psi at 28 days Grout: fc =2000 psi at 28 days STRUCTURAL STEEL:Wide Flanges, Angles, Plates: Fy = 36 ksi (per ASTM A36) Hollow Structural Steel (HSS): Fy = 46 ksi (per ASTM A500, Grade B) Steel Pipe Columns (SPC): Fy = 35 ksi (per ASTM A53, Grade B) CONCRETE:The 28 day strength and weight of concrete assumed for design is as follows: JJ fc Weight Slabs on Grade 2500 psi 150 0 RU Footings 2500 psi 150 pcf QUI REINFORCING:Typical Reinforcing:#4 and smaller Grade 40 MAI #5 and larger Grade 60 . St m Stirrups, Ties, Slabs on Grade, and Non-Structural Items: Grade 40 lite pern FOUNDATIONS: Allowable Foundation Pressure:1500 psf. (per 2010 CBC Table 1806.2) Footings shall be carried a minimum of 12" into natural grade (per 2010 CBC Section 1809.4). LOADING:0.25 in 12 Roof Slope 1.00 = Slope Factor ,1 caf 01 th ;tate ROOF Roofing 6.5 psf 6" Vermiculite Fill 25.0 psf ANA 20 guage decking 2.5 psf Sprinklers 2.0 psf Suspended Ceiling 2.5 psf Insul. & Misc.1.5 psf Total DL 40.0 psf Live Load 20.0 psT Total Load 60.0 psT 00 Al. 0 fjon \flo i,v. JJOJ Imm 4 Exp.12/31/20\,j !21 *24 U cru9*49 JUN 2 5 2013 i 11 UN CE 1 9 --6, MIA 97<1 #11,4 MecH ' -C U»ir T-0 De Per.Are€D, K)51,0 - U N LT (Ayl- 3 + O*00- /44·>c i ACGO p t» 61cotz-e,· f*FR-- LZE L _ Le, 44 ? -1 Locbm,4- oF .6OA ir 00 62- i =42 OF <GE) 4 2 Ck) w /061-\ 0 * 1 (91 6119.2.'Fig/A r1 . 1 /1\ L r- 1 1 1 1 / 65) W to % 2.l 204 K to * 3 1 /N i 1 11It -/ i,1 f i b 57= S. a. g. .......1 O 6% S . €9 E.< CD © m =4 0 1 6 @0 /032»=1 1 R 49 1 1 rih rih M (9) -2 1+15 1 SHEET JOB # DATE Wickstrom Structural Engineering, Inc.ENGR 1 1 EZWUR- -64;444i-F#*44--Ar- UNbc-IU-A)1;FEE-----LAM--2.- ...2. . 1Rew -MuAIL W>r =»2>* 1 (N.EFLAU L ¢4,41't !·¢4AE.9" Crl Aew O,4 WT =d l¢22-7 11 4 . lit'4, 3, 0* r.. ./ 1 ' I -=: 1·5(<soj-+».!= 4-40,69--- i 95i7*783,5 1 ifii ..ilitil: ,: *-1--0401»21-9-4»11 1 It . 1 ./ .-1. --- -- ---- ---Il'/;...I- , . ... ------B ---I'.. .1- .... 1 . 1 .. .11 - f, 1 4 PM ft= 22.564*4= tor-' 9i+82=A.il 1.1,5. 4 :._- 1.I-_-f.- - 13Z-*52f.-- L.___ 6/-1. 1.33 1 11 Ii; iii: Iii. 1 11 2 1: --.'i·: . 1 ......1 ... 1 1 i ':li. Wickstrom Structural Engineering, Inc. Sheet Project No.13-019 Date 04/15/13 Engr.ECW Rigid Equipment Anchorage Calculations Per 2010 CBC/ASCE 7-05 Equipment Information Name: PH3G-A60 Unit Weight, Wpu = 468.0 lbs PLAN DIMENSIONS Long Side =4.0 feet Short Side =3.7 feet Height to C.G. =1.5 feet Curb Weight, Wpc = 162.0 lbs Curb Height =0.9 feet Ave. Roof Elev., h =11.3 feet Equipment Elev, z =11.3 feet Ex =0.38 feet (5% Long Side) Ey =0.46 feet (5% Short Side) SEISMIC FORCE (per ASCE 7-05)Other Mech/Elect Components - Imp. Factor, Ip =1.00 (Section 13.1.3)ap =1.00 (From Table 13.6-1) / SBESHI-S---Sds =0.93 (Formula 11.4-3)RP=2.50 Seismic Loading, Fph =0.444 * Wp (Formula 13.3-1)ASD Load Combinations (Sect. 2.4.1) Max Fph =1.480 * Wp (Formula 13.3-2)1.0*D+0.7 * E Min Fph =0.278 * Wp (Formula 13.3-3)0.6 *D+0.7 * E Vertical Loading, Fpv =0.185 * Wp ANCHORAGE CALCULATIONS Long Edge Anchorage OTM =375 Ft*Lbs Rm =-102 lbs Vertical Loading, Rv =394 lbs Max Rv =236 lbs Min Combined Loads, R =338 lbs Max R = 40 lbs Min (uplift if negative) Direct Shear Eccentricity Horz Shear =97.902 lbs/side Vr=12.2 lbs/side Short Edge Anchorage Rm =-94 lbs Rv =374 lbs Max Rv =256 lbs Min R = 350 lbs Max R = 60 lbs Min (uplift if negative) Max V =110.1 lbs/side Cd =1.60 Use 2 3/8" Lags or 1/4" SDS 3/8" Lags = 140.00 Per Screw Along Each Edge 1/4" SDS Screws = 250.00 Per Screw T\/ O-4 4- 110 = 04- 0. Of = 0.04Z®55 f Ne TeMIP' ria20_ 4 -1€2&21_ 11 4- -lk---«143 , Project Name = Flower Ten (13-019) Date = Mon Apr 15 13:25:39 PDT 2013 Conterminous 48 States 2009 International Building Code Latitude = 33.7566 Longitude = -117.87589999999999 Spectral Response Accelerations Ss and Sl Ss and Sl = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.387 (Ss, Site Class B) 1.0 0.495 (Sl, Site Class B) arrnrr- FRo•,1 0*61 9 E,dzllt-QUAF-€- 6% Cou»o Mo-no-) -GOL- 4 \Lmt- 9. l. D(AS HMF_ t.\-A eB-DAFF. JAM 0 > Use St 15 GASS D FA * l. o <Epps =:: 9§ SMS = 1*(FA 99 = 46,4 l'37$7 SOS - 0,92-9 11 S g 82 2 3 0 0 r ./.- V SHEET f Wickstrom Structural Engineering, Inc. C JOB # 1 27 -019 DATE G>2-5 l zos ENGR E-old W'9/0 t 4\9' U*Th·/ No. 3989 laia Exp. 12/31/20 &3 bge.1 'crulst>7 - p JUN 2, 5-19 Au) M 62:41-ANIAA-u ON £ r A-r (© ow IT LocA-7-70,0 , +%. I -- I ./11D 4. MIN '6 _ Feogide @.) 0*,11 SI 144 FS.0,0 -7 -'1 T-AR HD ANct)2-6 Ai- EA-ott S I o€ OF ON LI- 8 - Ml,J) - - /2-- 604 6 OF atpute Fko EM@80 1 J . A .,esH UN LT- PIN C+40@4 e Ext STW© F€OF FM-Awl I *4 WEELow -0/4-3 Ll ; 4 G h - 39 CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET COY» PLEASE PRINT 3/2/05:forms/Bldc PROJECT ADDRESS:140/ N E (OWLY 54 0 SUITE:SAPIN # 1 -ww VKO,nSAgg, USE OF BUILDING:RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTERID# NATURE OF WORK:NEW ADD ALTER/T.I.DEMO REROOF REPAIR SIGN MISC NEW/ADDITION/Al TFRATION· 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: 4 ·JOB DESCRIPTION (non-resk 13*rkroo,1 fqnt BUILDING OWNER'S NAME: ADDRESS: TENANT'S NAME (Comm/Ind): SF BASEMENT: YES/NO SF NO. OF STORIES: SF PATIO/ENCL PATIO: SF BLDG. HEIGHT: SF RES. REMODEL:SF PROPOSED USE: SF ALTER/T. I.: SF ial projects see reverse side of this application) :5-15-n Alc. 014 a/15€- dot M figno., Hood Fons c»da 22 -6 Ott w J EL j.l ice_ ¥6 hkt-V PHONE NO: CITY:STATE:ZIP: PHONE NO CONTRACTOR'S NAME¢r, mo,t4 8.to729 €t* le- DDRESS: fto, 60*/ 2 5 1 WORKERS COMP. POLICY#:EXP. DATE: 1 AAW (00 32 6700/05 124 3/3 ARCHITECT/ENGINEER: ADDRESS: STATE CONTR. #:3385/3 LIC13%Css:PHONE NO: -7605742975 CITY:STE:-11* 9-1116..0 92271ZIP I1§UR*41CE COMPANY:SANTA ANA BUS. LlC. #: jog Inefn Ingv ¥ GACe STATE LICENSE #PHONE NO CITY: -STATE:ZIP: A CONTACT NAME:fr) I l Ad -M u 1 0-2-PHONE NO:760 07*2973 E-MAIL ADDRESS: /77 / 4 U.Lf (2 Pr, 014.al,-v ey-<i € ) /. C o ,« OFFICE USE ONLY: OCC. GROUP: TYPE OF CONSTR: ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ ,. RECEIPT#:--1 _RiCFE E PD $ 4 L VALUATION: $SUBMITTAL,DATE{3 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCES »4/ RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: rC PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: El Additional square footage Awnings Canopy El Card readers El Ceiling work U Change of occupancy (use) El Disabled accessible (H/C) restrooms U Dust collector El Elevator shaft U Exterior doors or windows U Equipment pads C] Interior demo El Kitchen equipment U Partition walls U Rated corridors U Rated shafts CJ Roof mounted equipment U Security bars U Screening for equipment U Skylights U Stairs U Storefron#facade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure .... ,... ANA Planning and Building Agency Planning Division 20 Civic Center Plaza , PLiNNIM; P.O. Box 1988 (M-20) & BVILDISG Santa Ana, CA 92702 ACE\CY (714) 647-5804 www.santa-ana.org CITYOF SANTA Sapin Dev Rev Application Data Sheet Master I.D.: 2013-107667 Application Number: RES-2013-397-ALT Project Address: 1401 N Flower St Application Date: 04/23/2013 Planner/Project Manager: Soboleske, Hally I \ C Staff R A 13 %©rDetermination:, -FY- \ \ 1 LApplication Description: REW*Eunit on roofto be hidden by parapet Dev Rev Project Conditions: t-\ 3/ Page 1 of 1 *244¥; lt,11%.1 € i,* · 14,4 6. TA lf,0&..:64'07'jy · if-9.* 22'. Wickstrom Structural Engineering, u»Nt«Lotfu Sheet TITLE 'E-t.·#Project No.13-019 Date 04/15/13f. r Engr.ECW Inc. STRUCTURAL CALCULATIONS 1-2 No. 3989 m 04 Exp. 12/31/2019 bm et: APR 15 2013 For: Wycliffe Plaza - Replacement HVAC Unit 1401 N Flower Street Santa Ana, CA h Project No. 13-019 Client: Musser. Architects, Inc. Contents:She General Design Information 1 Partial Roof Framing Plan 2 Exist. Framing Calcs 3 Equipment Anchorage Calcs 4 5 Total (Including Title) C$1,1 APR 2 3 2013 of santa Anacity 28581 Via Primavera · San Juan Capistrano, Califorbia 92675 · office 949.454.8045 . Sheet 1 Wickstrom Structural Project No.13-019 Engineering, Inc.Date 04/15/13 Engr.ECW GENERAL DESIGN INFORMATION BUILDING CODE USED:2010 CBC/2009 IBC MATERIAL PROPERTIES: MASONRY:The design strength and weight of masonry assumed for design is as follows: Masonry Units: F'm =1500 psi Normal Weight Mortar: fc =1900 psi at 28 days Grout: fc =2000 psi at 28 days STRUCTURAL STEEL:Wide Flanges, Angles, Plates: Fy = 36 ksi (per ASTM A36) Hollow Structural Steel (HSS): Fy = 46 ksi (per ASTM A500, Grade B) Steel Pipe Columns (SPC): Fy = 35 ksi (per ASTM A53, Grade B) CONCRETE:The 28 day strength and weight of concrete assumed for design is as follows: fc Weight Slabs on Grade 2500 psi .150 pcf Footings 2500 psi 150 pcf REINFORCING:Typical Reinforcing:#4 and smaller Grade 40 #5 and larger Grade 60 Stirrups, Ties, Slabs on Grade, and Non-Structural Items: Grade 40 FOUNDATIONS: Allowable Foundation Pressure:1500 psf. (per 2010 CBC Table 1806.2) Footings shall be carried a minimum of 12" into natural grade (per 2010 CBC Section 1809.4). LOADING:0.25 in 12 Roof Slope 1.00 = Slope Factor ROOF Roofing 6.5 psf 6" Vermiculite Fill 25.0 psf 20 guage decking 2.5 psf Sprinklers 2.0 psf Suspended Ceiling 2.5 psf Insul. & Misc.1.5 psf Total DL 40.0 psf Live Load 20.0 psf Total Load 60.0 psf B sur 2 1i 1 p i & f rol - 0 a L. 3 6 10 4 2 01 K k %·t -1 4 , 50£310 -91 1 i G 1 1/ C© W 'A>: 24 4 P. 0 0 W (e)4 1 2% i 9 OV A SHEET JOB # DATE Wickstrom Structural Engineering, Inc.ENGR (ReCK- Exi,TiNGi Mikvmt N# AT- HUAL UN,4- dew HuAL LOT =· 46,23 (12-EAA-ce ext ir. HUAC UNfr') A ew 61, (Le W T ==. l (32- 6 5 0* - 1 k.1 CO ? 2\ -4---*Fee= 1.9(&4+030;= 4„fle-.- 0,13,5 e ' t T =r = \56 fl.F22.5'vv¢Ae"CH = (330 9911*96*9 Ilk- A it 8 = 92*2-1 14 = 20, 601- - -- -'-1 01 1341= 1.O7W = >f; 2 21- lo F li €0 (© W 14 N 2-6 F, A +PM F. = 22,5(432) = lo Sce#4,/1 7.5 1.*D t * 81 -1 4 63 = go ft.e 140 n132 49 9142_H = lo oia U = 23.bleil It246 = 0. el = 5472 Eecil = 4-69 W (4 >< 26 -a Wickstrom Structural Engineering, Inc. Sheet Project No.13-019 Date 04/15/13 Engr.ECW Rigid Equipment Anchorage Calculations Per 2010 CBC/ASCE 7-05 Equipment Information Name: PH3G-A60 Unit Weight, Wpu = 468.0 lbs PLAN DIMENSIONS Long Side =4.0 feet Short Side =3.7 feet Height to C.G. =1.5 feet Curb Weight, Wpc = 162.0 lbs Curb Height =0.9 feet Ave. Roof Elev., h =11.3 feet Equipment Elev, z =11.3 feet Ex =0.38 feet (5% Long Side) Ey =0.46 feet (5% Short Side) SEISMIC FORCE (per ASCE 7-05)Other Mech/Elect Components Imp. Factor, Ip =1.00 (Section 13.1.3)ap =1.00 (From Table 13.6-1) Sds =0.93 (Formula 11.4-3)Rp =2.50 Seismic Loading, Fph =0.444 *Wp(Formula 13.3-1)ASD Load Combinations (Sect. 2.4.1) Max Fph =1.480 * Wp (Formula 13.3-2)1.0 *D+0.7 * E Min Fph =0.278 * Wp (Formula 13.3-3)0.6 *D+0.7 *E 4 Vertical Loading, Fpv =0.185 * Wp ANCHORAGE CALCULATIONS Long Edge Anchorage OTM =375 Ft*Lbs Rm =-102 lbs Vertical Loading, Rv =394 lbs Max Rv =236 lbs Min Combined Loads, R =338 lbs Max R = 40 lbs Min (uplift if negative) Direct Shear Eccentricity Horz Shear =97.902 lbs/side Vr =12.2 lbs/side Short Edge Anchorage . Rm=-94 lbs Rv =374 lbs Max Rv =256 lbs Min R = 350 lbs Max R = 60 lbs Min (uplift if negative) Max V =110.1 lbs/side Cd =1.60 Use 2 3/8" Lags or 1/4" SDS 3/8" Lags = 140.00 · Per Screw Along Each Edge 1/4" SDS Screws = 250.00 Per Screw 33111CITYOF ANA PLANNING & BEILDIN168-0 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org RESIDENTIAL PLAN CHECK COMMENTS PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECK ENGINEER: 10178605 1401 N Flower St Vo, Tung 'TEL: 714 647-5830 FAX: 714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 4/23/2013APPLICATION 5/23/2013INITIAL REVIEW 10/20/2013EXPIRATION 1RECHECKS: IA R-2 REMARKS/RECHECK ITEMS: PROJECT APPLICANT CONTACT PERSON: 2. Miguel Munoz 3. TEL: (760)574-2975 FAX: VALUATION:$5,300.00 EMAIL: FLOOD ZONE: X-0602320144J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note "N/A" and discuss the reason with the plan checker. 2. * Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. r'..FI=/ 3. Resubmit.horrged sets of plans. 4. Meetings between the project applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. 'I ,- Page 2 of 2 5. The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. 6. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. 7. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). 8. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. 9. Provide complete project description with detailed description of scope of work. 10. Correction is ready to pick up at the counter. Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted. CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT -3/2/05:forms781dd-APO.WorR-sheet- if , i PROJECT ADDRESS:2*# A p (010 LT 94' ,SUITE:SAPIN # USE OF BUILDING:RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER NATURE OF WORK:NEW NEW/ADDITION/Al TFRATION ' 1ST FL. 2ND FL.. , TOTAL OF OTHER FLS: 4 GARAGE/CARPORT: C 5 4-rh r 06 M fq' BUILDING 0WNER'S NAME: ADDRESS: TENdrs NAME (Comm/Ind): MASTERID# ADD ALTEFUT.1.DEMO REROOF REPAIR SIGN MISC SF BASEMENT: YES/NO SF NO. OF STORIES: SF PATIO/ENCL. PATIO: SF BLDG. HEIGHT: SF RES. REMODEL: SF PROPOSED USE: SE-d\LTER/T. 1.SF 9 N n Alt 06 0 0 9- 60+ezof this application) : ,I ./4 /74,ty_. H·604 -Flh<S C..,Pld,n«2 -60+ t,3 j EL fl ICE....(6 hcL PHONE NO: CITY:STATE:ZIP: PHONE NO: -- JR*®SCRIPTION (non-residential projects see reverse-sid CONTRACTOR'S NAME:STATE CONTR. #:9323/3 L\CENslcgss: 1 60 57 7 297 5-- Pri me 06 ra H €o PIW C) ct i l L PHONE No: ADDRSS CITY:SEP:9 227100 , 6 o?( ) (51 -71/* r 114 6 WORKERS COMP. POLICY#:EXP. DATE: 1 IDISUR*41CE COMPANY:SANTA ANA BUS. LlC. #: A,AVVCDO826-700/ 05'·/241/3 Cio g ! Fi Q rn InS'v Y GACE ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: f ADDRESS:CITY:STATE:ZIP: A CONTACT NAME: / A tdy - 772 U 070 2-PHONE NO:760 97*2973 E-MAIL ADDRESS:pi , R ud (E p r ) ry'\ 1 v i r d Q 1 4 .ca vvi OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT# FIC--« 42--mC-FIEE PD $ TYPE OF CONSTR:VALUATION: $ _-2 \ .' -1 -F SUBMITTAL DATE-1 \ \9 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED».4 C \J / RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: C-C 14-221\9 \ /j Sheet TITLE Project No.13-019 Date 04/15/13 Wickstrom Structural Engr.ECW Engineering, Inc. STRUCTURAL CALCULATIONS For: Wycliffe Plaza - Replacement HVAC Unit 1401 N Flower Street n,/18*tdalk Santa Ana, CA 1 12*N¥rca€& Project No. 13-019 d yul LU Ils I No. 3989 m Client: Musser: Architects, Inc.'6* Exp. 12/31/201:444540clek/97 Contents:Sheet: General Design Information 1 Partial Roof Framing Plan 2 Exist. Framing Cab 3 Equipment Anchorage Calcs 4 5 Total (Including Title) C - @t APR 1 5 2013 ECEIVE APR 2 3 2013 City of Santa Ana01¥M 9 9fv t«-re/5 40 t 4 0'fl- 0 04 t--7- /477<1 rtill)/Pe«209»19-vA·t vie,i».5,9 6.A of'/ 4/4 Vwl h - I I i :6 *.1209<- „: 01 14%:7- L.<f k :.- · .rp i 3,9 (31.f12%.7 : 1 Lf Ac-C fltlf ' t,3 )49 /(9 6 - \ -,/' p,tilft < ;I; 49@Vt o U io q b 9 '1,3 ' 4 10 i 28581 Via Primavera · San Juan Capistrano, California 92675 · office 949.454.8045 t ... \ A\n 01 Sheet 1 Wickstrom Structural Project No.13-019 Engineering, Inc.Date 04/15/13 Engr.ECW GENERAL DESIGN INFORMATION BUILDING CODE USED:2010 CBC/2009 IBC MATERIAL PROPERTIES: MASONRY:The design strength and weight of masonry assumed for design is as follows: Masonry Units: F'm =1500 psi Normal Weight Mortar: fc =1900 psi at 28 days Grout: fc =2000 psi at 28 days STRUCTURAL STEEL:Wide Flanges, Angles, Plates: Fy = 36 ksi (per ASTM A36) Hollow Structural Steel (HSS): Fy = 46 ksi (per ASTM A500, Grade B) Steel Pipe Columns (SPC): Fy = 35 ksi (per ASTM A53, Grade B) CONCRETE:The 28 day strength and weight of concrete assumed for design is as follows: fc Weight Slabs on Grade 2500 psi 150 pcf Footings 2500 psi 150 pcf REINFORCING:Typical Reinforcing:#4 and smaller Grade 40 #5 and larger Grade 60 Stirrups, Ties, Slabs on Grade, and Non-Structural Items: Grade 40 FOUNDATIONS: Allowable Foundation Pressure:1500 psf. (per 2010 CBC Table 1806.2) Footings shall be carried a minimum of 12" into natural grade (per 2010 CBC Section 1809.4). LOADING:0.25 in 12 Roof Slope 1.00 = Slope Factor ROOF Roofing 6.5 psf 6" Vermiculite Fill 25.0 psf 20 guage decking 2.5 psf Sprinklers 2.0 psf Suspended Ceiling 2.5 psf Insul. & Misc.1.5 psf Total DL 40.0 psf Live Load 20.0 psf Total Load 60.0 psf .- SUT 2 (51 0 11 9 R J r. 1 0 00,3k* 3 1 - ' 11313 1/ 92<l *Ar)4 Meat 4 - 1 1 1 1 9 0 A.UL I 1 56 t O Itt ' SHEET JOB # DATE Wickstrom Structural Engineering, Inc.ENGR <Plt€c.. B<is-riN<i FAAWLI 4 ,« HiVAC u.w 1k 7«- -- f .-: t.- 2 . 1 -- Rew RUAC- DJ T = 462>* 1 (12-8464£. ext ar. HuAC (»49 6 3,O€F 1 $) k| 10* 2.I, i , Fae13,5 6 i = 47 90 1 fLF22.9,l/v WIE-C·li -47 == \521 9911*9 69 5 ,Ilk a '':i 12)96= 1.0711= >437-2- -:---.*10-1-D-SL /9--ui,-·; ce1$ (© (A).14...%16 - : : & 1 +Pm fi= 225(444 = 102 --f L=: 4654I4,41 11.5 * 1.19 1W= 920 fLF 9742_ ,n,= 0. el = /373, 1L-/ i 1 2 1 45 i 111. Wickstrom Structural Engineering, Inc. Sheet Project No.13-019 Date 04/15/13 Engr.ECW Rigid Equipment Anchorage Calculations Per 2010 CBC/ASCE 7-05 Equipment Information Name: PH3G-A60 Unit Weight, Wpu = 468.0 lbs Ave. Roof Elev., h =11.3 feet PLAN DIMENSIONS Equipment Elev, z =11.3 feet Long Side Ex =0.38 feet (5% Long Side) Short Side Ey =0.46 feet (5% Short Side) Height to C.G. Curb Weight, Wpc r..d. 0 tqf L Curb Height -e- doet I + Cer.%., SEISMIC FORCE (per ASCE 7-05) Imp. Factor, Ip Sds 4.0 feet 3.7 feet 1.5 feet 162.0 lbs 0.9 feet 1.£3. / (Section 13.1.3)OII Formula 11.4-3) Other Mech/Elect Components ap =1.00 (From Table 13.6-1) Rp =2.50 Seismic Loading, Fph =0.444 * Wp (Formula 13.3-1)ASD Load Combinations (Sect. 2.4.1) Max Fph =1.480 *Wp(Formula 13.3-2)1.0 *D+0.7 * E Min Fph =0.278 * Wp (Formula 13.3-3)0.6 *D+0.7 * E Vertical Loading, Fpv =0.185 * Wp ANCHORAGE CALCULATIONS Long Edge Anchorage OTM =375 Ft*Lbs Rm =-102 lbs Vertical Loading, Rv =394 lbs Max Rv =236 lbs Min . Combined Loads, R =338 lbs Max R = 40 lbs Min (uplift if negative) Direct Shear Eccentricity Horz Shear =97.902 lbs/side Vr =12.2 lbs/side Short Edge Anchorage Rm=-94 lbs Rv =374 lbs Max Rv =256 lbs Min R = 350 lbs Max R = 60 lbs Min (uplift if negative) Max V =110.1 lbs/side Cd =1.60 Use 2 3/8" Lags or 1/4" SDS 3/8" Lags = 140.00 · Per Screw Along Each Edgej 1/4" SDS Screws = 250.00 Per Screw -/ ght AT l f -131 6 8 Lt NG 791 f _ penv 06 A-orborteevr££211 2--Dig, - GNZE Lv r, CITY OF SANT ANA PLANNNG & 8[ILDIS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org RESIDENTIAL PLAN CHECK COMMENTS PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECK ENGINEER: 10178605 1401 N Flower St Vo, Tung TEL: 714 647-5830 FAX: 714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 4/23/2013' APPLICATION 5/23/2013INITIAL REVIEW 10/20/2013EXPIRATION RECHECKS:1 IA R-2 REMARKS/RECHECK ITEMS: PROJECT APPLICANT CONTACT PERSON: 2. Miguel Munoz 3. (760)574-2975TEL: FAX: ' VALUATION: $5,300.00 EMAIL: FLOOD ZONE: X-0602320144J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your projed, note "NA" and discuss the reason with the plan checker. 2. Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. 3. Resubmit 3 corrected sets of plans. 4. Meetings between the project applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. Page 2 of 2 5. The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. 6. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. 7. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 1 07.3.4.1). 8. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. 9. Provide complete project description with detailed description of scope of work. 10. Correction is ready to pick up at the counter. Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted. . ,L -. b . 0-r I .! f.r..»49» 240\ 91 201«4_0 I 0«60 06