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HomeMy WebLinkAboutX2020-2252 - Calcs2 PACIFIC ENGINEERING jam+ STRUCTURAL l CML DESIGN Commercial, Iu4nbial and R=M=tat TEJ.: (310) 576-9275 17703 CmnSMW Blvd. FAX (310) 516.9276 Torrance, CA 90504 iol V14tr6de brie 6 L -IF F '1/xwe c LwwusE Job No. 2514- Sht.No. I Date 12111 /so S*TftUe--O"L eALe-ULA-rjONS Des. by V.0- 61-FL,-,g - 6IT`1-Is p1-fwj 62 ylfw &MMPO'TS 0:69- ST6W&T(J(t1ft T --F"9) c -1s7, s00 1 0 " 5V L-l'FF V4zlVc— CAvawa N�cWpo,R-T �J�dtL't{) �iPs• R2b63 St,JQ?LEME01AL ('-A-6U(—ft-T10N3 Edward N Lok Ng C-1 6840 HEN.11/3421 ./ PACIFIC ENGINEERING tom-' SMUCTURAL / CML DESIGN Commemlak ludumial and PL -d=ual. TEL (310) 516-9275 17703 Crenshaw Sled. FAX (310) 61 6.9296 Torrance. CA 90504 C��-IPl' d�l�fG C%Llit3fi°ll 'Tob No. 2Sf Si1U.Yo. Date (Vii/u Des. by v,G C� IT`1 S PI -14N '�-'6MMVOT #4- Cdr C CoMM�N ( 6J RE'rAl"10a Bin ws w/3 10 s SECTION 0 S E.F. P = 53 P F C5-wrz Ccaa,SEhVnt,v6� O 0-M U 9"Tt+le-k A,S -T.M dBio, ppm l > Soo 'rooTING (,3%TIA- soil- 967"suee I, Soo P.s•F S'Cf BL- %f vl= 4- O,©oo e-); (P11 N -) JWMomENGINEERING STRUCTURAL / CIMIL DESIGN Comm«cial, iadpsafal and Residmdat TEL: (310) 516-8275 17703 Crenshaw Blvd SAX: (310) 516-9276 Tgnanca, CA 80504 Cantilevered Retaining Wali Criteria 892ZOK ReWhW Heald = 3AOft Wadlae@dabovesod = 0608 SfwBM WWad = 4.00.1 HegMofSslover Toa = 12W in WaterfoWdmerim! = O.Oft VeBcWtofadnre Moment-Agdal I�Wsadpressme opfmns 0.0 WT US®farScaPoassae. ACiPxbred@@Tae = USED far Sfaftg Rsdsfame HOT US®fbro mbormt0 Ressftm ft4= Desi n Sum 1,1932 MoMbft 89 psf OveiWmmtia8os = 3.10 OK Suft = 1.66 OK Tonal fieadng Load 1,45016s _rewitamecc. = 5.OBb Ct-jr-e OPA-le e-WaRowe Son Dais AUM SOO BeodW = 100-0 psi Eft!Trod PressareMWW Heel AdvaBessum = 53.0 psn TooAckmPreselle = 3DAps0O Passive Presstee = 10D.0 psM Sd Density, Heel = 110AD pd Sad Deasily,Toe = 110.00 pcf F1k1nCoefbMn Pig&W = 0.400 impassrvepmssu Smlheghtfo=re = 1200 in Stem Consftelon^� ✓ MsM8HdodAbwe P1g its duress in o•w. RebarSias i Re»arSpacirg In� D at Job No. ISht.No. 3 1 Date !2%II10L o Des.by v,C-, --^----=--perAC1318.14, ACiS7 AI WC2015, CBC20W,ASCE712 Topsoem 2nd SaveK elemOK fi= 5.33 &OD Masd `may 8.(B # 4 # 4 1&00 16.00 Edge FOP Sad Pressoe@Toe = 892ZOK �+jarFa = um 911% Sciftm @Had 74 OK Tobi Fofm@Secgw lis= OA 2235 — AAo iSPsi SWPressum LemThmrAOoxanie Moment-Agdal M= 0.0 233.5 ACiPxbred@@Tae = 1,(771 psr M%nord—lliowMe ft4= 1AS1.8 1,1932 ACIFadaed@Hed = 89 psf Shear.–ACDA psi= 0.0 3.5 Foft Slur@Tee = 3.1 pd OK Shmar—Alimble Psi= 38.7 3&.7 Footing Shear@Hee = 9.7 psi OK Wall Wei& gy � 8410 ABavable = 75A psi Rebarb' m= 525 SfWFgC*9 (Ve"Cwps uAUser0 LapapRoaffatmve in= 24.00 24.00 LdawskWo9Few = 46&7 lbs Lapsp6oe0below in= XOD 6.00 Isse lM% Passive Fbme = . MO ft Hookembedfrlbfaoft in= 24.W 6.00 Iess1O0%Fridmn Face = - 6Mft p °rye psi= 1,500 1,o Added FomaWd = OA ft OK Fyc psi= 24,000 Z%WD _forl5:iSfalft = OA Ms OK Sm Gmuft . ' = Yes Yes LDmdLwd oad Facloss Yes 1.2110 ModdarRa6ow = 21A8 21.48 Use Load 1.600 ShhdTerm Factor = 1A00 limo Eadh,H 1.600 Eq*•SMThkL in_ 760 7.60 wa4wIAWMama Sock T* = 3 ec Sesebuk E lA00 aw Mosm"DesigoMelmd - ASD PACIFIC ENGINEERING � (iL1ff- PX1,16 d'LufsRowe STRUCTURAL / CML DESlQfq 77 Comuvsreial, indusaial and R=ie_"tiat 1 TEL, (310) 516.8275 77709 Crenshzw Bh d FA" (310) SNi-9276 Torrance, CA 9050: Date lgltlZo Des -by V,. e• t-oobng Dimensions&Strengths Fled Widlt = OAR 950 TOW _ 3.W �g 12.00 in Key Wdh KW OMin = Key D'Weooef mToe = OAOin 0.00 ft pp�� fFooMg ConZbenyly FY = 7z hfin.As% - Roma Cover@TOP 2W @Obm= &00 in Flan Fed Active Pressure SUICIMMeTae �re SumbargeoverToe Added Warm Load lead@SfemAhoveU Fog Design Results --, -.RESFSTMG_ Force •.D'MMW Faclmed Pressure = iceNeel Mo': Upxad• . = 1,071 899 Mu': Downvad = 222 69 M¢ Design 152 0 0 Rab 374M Actud Aeon 1-W = 3.10 a)' 75.00 9.75 psi 75.00 psi Heel RemLoraing = S4�i71&gym = Surtthaige0rerHeel = Key=NamSpedd 110.4 OlherAmeoft Sizes & Spadeas TOM WAMU<S*Fr MW Dead Lmadoo Stem = Fed: Notre�d Mu<S•Fr Ker- No keydefuH:d --- Moment ft � 526.7 1.49 7525 '60.6 0.67 4010 Tops _ 466.7 O.TdL 7428 MEW Loads usedOtre Rode = 310 >L.S Pressne= 1,4502 lbs ©.K verft3l mm0°nWdacffve0 assum NOT usedforslpressum -.RESFSTMG_ Force •.D'MMW � ft Memad Smi over = SISoOOverlied 605.0 200 flab 1,260A = Surtthaige0rerHeel = 462 239 110.4 AgKwtFuo ft Load _ MW Dead Lmadoo Stem = 'AxWUvoLoadonSfwn = SdioverTae = SmMagaoverroa = 65.0 025 13.8 Stun E"@ �sTrdi#m _ 284.0 0.83 245.0 RftV Welot = vaLWC omw 45010 1.50 675.0 'Adel five NOT imlmlad'nitapl 1A502 @s RM.= 2.304.6 �sNmtca. bulls imiudedtorsal pressom� �ov�n9 Ate' ` PACIFIC ENGINEERING STRUCTURAL/ CiMt DESIGN Cemmacciai. IndwaW and Residca:iae TEL-• (310) 516-9275 17703 Crenshaw Blvd. FAY- (310) 516-9276 Tonance, CA 90504 6ITHlS MEN -r 4-41e; Cr LI FE 96Z1Ve &L -ug qovls LooD '0.ZT Sht.No. S' Date Des -by v,G rite MXIYTINr-i .TMML SToX t4E 1s i4ftvloey SOMF e6?dfjgMS D U rr' To -rttF- M o (srV"- Qs N F—TtLR-T' o� • -rR g- "- E-AViL W TTL S 0 N -rite-P-f`- S (D" 14PNf- PAMPGCD l;S ne-louLy 61-oSB -rc> TI}8 ehSE DUE TzD A .Sf-ve-R.e P&j^(LoTT(NG e"e)L m —� T4e(2frof-E ) TWOU WOO( 't N G�E A To $e $PLRdF-D AND To j2,CCE\VE, IFN/VJYPlT16N6L .4' !"614TH of NEW Y, 'ftgwooa STNt-TZ w�_8d� �d i lig O.0 �1+� `LYt lS MvfLfTMd ADEQvAm rti(s SMBiLL- 5,roPvft6jE AV -f -A. Tte e)(4 WooD Sjpr j61'6'61 W'TH I'F-'GHT v FT<± W14le-H IS LFSSTOW i o F -t-. A LLo W F -D ?>'q `C e'DE O jc- , NDTC : �6Lo� IDS 61 Go�tCP�T� �Uf� 8S AT PF�i (MP -T99 WF+LL,S To ?OeVENT TFFE 1)"-FOTT1N4? Iry TH+iv f o Tu fl -5 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT ',o�49N�G•}�� BUILDING DIVISION ^�1 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1(949) 644-3200 �QN OVER-THE-COUNTER b,�.° PLAN REVIEW COMMENT SHEET Project Description: REMODEL EXISTING CLUB HOUSE Project Address: 301 RIVERSIDE AVE Plan Check No.: 1815-2020 Permit App. Date: 1016/20 Valuation: Plan Reviewer: Kenneth Huang Phone: Email: khuang@newportbeachca.gov Date: 949.644.3285 The project plans were reviewed for compliance with the following codes and standards: 2019 CBC; 2019 CRC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 California Energy Code; 2019 California Green Building Standards Code (CALGreen); and Chapter 15 of the Newport Beach Municipal Code (NBMC). 1. Please note on plan: -ISSUANCE OFA BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT." SEE SHEET T1.0 FOR NOTES 2. Please note on plan: 'PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT." SEE SHEET T1.0 FOR NOTES 3. Obtain plan review approval from the following: a. Building Division b. Public Works Department C. Planning Division 4. All permits related to the proposed project shall be issued at the same time, or separate plans and plan review will be required for items not issued with this review. Provide additional permit worksheets for the following: a. Accessory structures, detached patio covers and trellises, b. Masonry or concrete fences over 3.5 ft high, C. Retaining walls over 4 ft. high from the bottom of the foundation todhutmg the wall. SEE SHEET Tl. FOR NOTE INDI TING RETAINING WALL ON EPARAT 5. Verify address shown on the plans. SEE SHEET T1.0 6. Show minimum 36 inches clearance at the existing path of travel between the existing post and wall. SEE SHEET A1.1 FLOOR PLAN FOR PROVIDED DIMENSION 7. Stairway handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing,,( exclusive of bends, and ends shall be returned or terminate in newel e9 osisHEET r safeWte ROVIDEb 1DETAIL10.42rA505o10.3 & figures 11B-505.10.2, 505.10.3). SEE 8. Stairway handrail extension return bottom shall be 27 inches maximum above finished floor. (11B-307.2) SEE SHEET A1.1. AND PROVIDED DETAIL 14/A5.0 9. Stairway handrail gripping surfaces with a circular cross section shall have an outside diameter of 1'/<" minimum and 2" maximum. Non -circular cross sections shall have a perimeter dimension of 4" minimum and 6%" maximum, and a cross section of 2%" maximum. (11B-505.7 & figure 11B-505.7.2). SEE SHEET A1.1 AND PROVIDED DETAIL 16/A5.0 10. Stairway handrail gripping surfaces (top and sides) shall be continuous along their length and shall be uninterrupted by newel posts, other construction elements, or obstructions. Bottom of gripping surfaces shall not be obstructed for more than 20% of their length. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements and shall have rounded edges (11B-505.6, 11B-505.8). SEE SHEET A1.1 AND PROVIDED DETAIL 16/A5.0 AND DETAIL 14/A5.0 11. Where stairways occur outside a building, the upper approach and all treads shall be marked by a strip of clearly contrasting color at least 2" wide and not more than 4" wide placed parallel to and not more than 1" from the nose of the step or landing to alert the visually impaired. The strip shall be of a material that is at least as slip -resistant as the other treads of the stair. A painted strip shall be acceptable. (11 B-504.4.1)Show existing club house sink is accessible with knees clearance with counter height. SEE SHEET A1.1 AND DETAIL 15/A5.0 .FOR TREAD COMPLIANC 12. Show existiv sink in the club house complies with the following 61 B-212.3): SEE SHEE A4.0 ELEVATION 2 AND DETAIL 1/A5.0 a. The front of the higher of the rim or counter surface shall be 34 inches maximum above the finished floor. (11 B-606.3) b. Provide knee clearance 27 inches high minimum above the finished floor at a depth of 8 inches minimum increasing to 29 inches high minimum above the finish floor at the front edge. See Figure 11B -306.3(c). (11B-306:3.3, Example#1, 11B-606.2) c. Knee clearance shall be 11 Inches deep minimum at 9 inches above the finish floor and 8 inches deep minimum at 27 inches above the finish floor. (11 B-306.3.3, 11 B-606.2) d. Sinks shall be 6-1/2 inches deep maximum. (11 B-606.7) e. Space extending greater than 6 inches beyond the available knee clearance at 9 inches above the finished floor shall not be considered toe clearance. (11 B-606.2, 11 B-360.2.4). 13. Clarify accessible height of the drinking fountain on detail 12/A5.0. SEE DETAIL 12/A5.0 14. Provide existing restroom floor plans and details to show 100% accessible compliant in accordance with CBC Chapter 11B Division 6. Show all elements meet accessible clearances such as maneuvering, water closets, lavatories, dispensers, grab bars, doors, etc. SEE DETAIL 12/A5.0 15. Provide structural calculations and design for the remove and replace existing bearing wall at storage area. SEE ATTACHED STRUCTURAL CALDLA IONS 16. Provide structural design for the slie retiarnrng wall. Show where does the sub -drain discharges to. Sub -drain cannot discharge directly onto the sidewalk. SEE SHEET A1.1 FOR SUB -DRAIN DISCHARGE TO STREET 17. When adjusted construction cost is less than or equal to the current valuation threshold of $174,466 as defined in Chapter 2, Section 202, the cost of compliance with Section 11 B-202.4 shall be limited to 20% of the adjusted construction cost and compliance shall be provided without exceeding the 20%. Provide documentation of unreasonable hardship for providing accessible upgrades (minimum 20%). Please fill out attached form and pay the applicable fee at the Building Division permit counter prior to resubmittal SEE PROVIDED ECONOMICSHIP AP LICA ON FO P 18. Return the checked set of p�aanns at the strme orechec; ° cNiitioRHIRO rents may following pending further review. SEE SHEET A4.0 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 i Newport Beach, CA 92658-8915 www.newportbeachea.gov 1 (949) 644-3200 OVER-THE-COUNTER PLAN REVIEW COMMENT SHEET Project Description: REMODEL EXISTING CLUB HOUSE Project Address: 301 RIVERSIDE AVE Plan Check No.: 1815-2020 Permit App. Date: 1016120 Valuation: Plan Reviewer: Kenneth Huang Phone: 949-644-3285 Email: khuang@newportbeachca.gov Date: The project plans were reviewed for compliance with the following codes and standards: 2019 CBC; 2019 CRC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 California Energy Code; 2019 California Green Building Standards Code (CALGreen); and Chapter 15 of the Newport Beach Municipal Code (NBMC). 1. Please note on plan: "ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT." SEE SHEET T1.0 FOR NOTES 2. Please note on plan: "PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. -SEE SHEET T1.0 FOR NOTES 3. Obtain plan review approval from the following: a. Building Division b. Public Works Department C. Planning Division 4. All permits related to the proposed project shall be issued at the same time, or separate plans and plan review will be required for items not issued with this review. Provide additional permit worksheets for the following: a. Accessory structures, detached patio covers and trellises, b. Masonry or concrete fences over 3.5 ft high, C. Retaining walls over 4 ft. high from the bottom of the foundation Whe r 35 the wall. SEE SHEET Tl. FOR NOTE INDI TING RETAINING WALL ON SEPARA P 5. Verify address shown on the plans. SEE SHEET T1.0 6. Show minimum 36 inches clearance at the existing path of travel between the existing post and Wall. SEE SHEET Al.1 FLOOR PLAN FOR PROVIDED DIMENSION 7. Stairway handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing, exclusive of bends, and ends shall be returned or terminate in newel posts or safety terminals. //11 B-505.10.2 505.10.3 & figures 11 B-505.10.2, 505.10.3). SEE SHEET A1.1 AND PROVID11 DETAIL 141A5.0 8. Stairway handrail extension return bottom shall be 27 inches maximum above finished floor. (11B-307.2) SEE SHEET Al.l. AND PROVIDED DETAIL 14/A5.0 9. Stairway handrail gripping surfaces with a circular cross section shall have an outside diameter of 1'/4" minimum and 2" maximum. Non -circular cross sections shall have a perimeter dimension of 4" minimum and 6'/4" maximum, and a cross section of 2'/4" maximum. (11B-505.7 & figure 11B-505.7.2). SEE SHEET A1,1 AND PROVIDED DETAIL 16/A5.0 PF StWage aFea. 16. Provide structural design for the site retaining wall. Show where does the sub -drain discharges to. Sub -drain cannot discharge directly onto the sidewalk. 2n"Review: Heel of the retaining wall footing cannot protrude into the public night -of -way. Redesign the retaining wall without the 7 inches heel projection; show property line at the face of the retaining wall or outside of the heel footing. Furthermore, show retaining wall backfill slope not to exceed 30 inches above adjacentsidewalk within horizontal distance of 36 inches from the wall, otherwise a 42 inches guardrail will be required. 17. When adjusted construction cost is less than or equal to the current valuation threshold of $174,466 as defined in Chapter 2, Section 202, the cost of compliance with Section 11B-202.4 shall be limited to 20% of the adjusted construction cost and compliance shall be provided without exceeding the 20%. Provide documentation of unreasonable hardship for providing accessible upgrades (minimum 20%). Please fill out attached form and pay the applicable fee at the Building Division permit counter prior to resubmittal 2n,f Review. Per conversation, unreasonable hardship application needs to complete the portion of "NOP' be brought into compliance. For example, the sanitary facilities should be checked if it's not compliant and the cost if it were to upgrade. CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachea.gov 1 (949) 644-3200 OVER-THE-COUNTER PLAN REVIEW COMMENT SHEET Project Description: REMODEL EXISTING CLUB HOUSE project Address: 301 RIVERSIDE AVE Plan Check No.: 1815-2020 Permit App. Date: 1016120 Valuation: ` Plan Reviewer: Kenneth Huang Phone: 949-644-3285 (2nd Review: 115121)' Email: khuang(a)newportbeachca.gov Date: The project plans were reviewed for compliance with the following codes and standards: 2019 CBC; 2019 CRC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 California Energy Code; 2019 California Green Building Standards Code (CALGreen); and Chapter 15 of the Newport Beach Municipal Code (NBMC). _ _ _ _._ nC n Mi ur MIKI^ =MRAM CV TIJC (`ITV M: KIPIAOnDT Mr AI- J 3. Obtain plan review approval from the following: a. Building Division PACIFIC ENGINEERING STRUCTURAL / CIVIL DESIGN Commucial, Indusexial and ResW=zW TEL- (310) S7&8275 i7T03 Crenshaw Blvd. FAX (310) 5168276 Torrance, CA 90504 L° L.IfF �Xj%40- � LUSHOLIStI Job No.2 MetolpbP-T 'pmc%%-ti, apt. 1 3h No. Date I'2^l(1 STMO-'7 "L CrAL�.ULA-r)oMS j Des.by V- O, 61-F4.IS Pio kyI C�hiM sl�rs (fb6 S-V6WdTC/aft �-LtFF C)4L1Ve (° W(j, u-TIr 3Ot f--\\JS4ZSI'DF-. AVaPsiue (J .v -W poGz-T )'l1Ps • R266 3 tj Q?tBMeN'TA L ( �6W-f+rt)oN S Edward Lok N8 C-1 6840 REPL11=21 le_�P-\. c' G PACIFIC ENGINEERING 1. L4 FP V61.1'Jz2 'Tob Zsl !Y "` SMUCTUFuL I CROL DESIGIV Sz t . N o . 2 C.bmmudaL ladvszial=d Re idmziai TEU (310) 51&9275 17703 Crenshaw Blvo. Date 12/11/20 FAX (310) 516-92'76 Torrance. CA 90504 Des.by v.0 C:I� `1 's E'LJ4N �yl �o€NT 4 Cd) C �arcn� I6� WAIL to 5. 8 -in Mas vd: 6"1 _ Z.-61 V-0" SrECTI©N S3 PCS=-OfL4-'1 49AOr: C53Pd'F CCONS00.VAi IV 6� �. M. Q S" Tt+ Ie -k A, S •T. M el cio 00 t�t)c�N TPc � - G)soo PSI lY•Il�l.� FOOTING c,.3mi- -Solt 66-*Ssup-6 L. Soo P.s./F R -I✓ I N F. S'i+'EL % f I = 4- 6'�J; (m I W. ) PACinc ENGINEERING �t,arzF VOuvE &)0,000,% STRUCTURAL / CmL DESIGN Commercial, fndamw and Residmdai TEL (310) 5164275 17703 Cronsttavl Blvd. FAX: (310) 51942M Tonanc% CA 90504 Cantilevered Retaining Wali Criteria 892 psf OK Retained He¢0 = 3.0011 Waghaghtabouesol = 05011 SfopeBefiSMWall = 400:1 HeWMofSogoverToe = 1200 in Walmlaig7doverhed = 0.0 ft vinfimlc tofadae 110Dbpcf Lderalsoilprmmopf m 110mpef HOT USEDforSoO Press m 0.400 USEDforSliftReddsom NOT USWforOvxbsmng Ressfanca farpasavepmss ue = [Desiin Summ fess 100% Flictim Fours = 1Va0 StebrRaBos Added Force AWd = OvmWmmg = 3.10 OK = 1.58 OK Total BBMI Lwd 1,450 ms drmltecc = 5.08 Is Soo Data 892 psf OK Affm Sod Bemi ng = 1,500.0 psi E5*&oIentRmd Prsne MWW 1.m psi HedAcdvePtessm = 53.0 pWft ToeAclNePnssad = 30.Ops00 Passive Presorts = 100.0 pan Sal Oaady, HW = 110Dbpcf Sw Dmis3y,Tne = 110mpef Rkr5Dn Coeffbhm P1g&Soil = 0.400 Saltaigldwm= 466.7bs farpasavepmss ue = 12mm Job No.2S14 Sht.No. 3 Date )-L%!1'�t, o Des.by V'C- CalcubSonsperAC1218.1k ACISWI1,IBC101k CBCZMASCET-10 SL on Twsom zna -m Consbud sal Ressime@Tae = 892 psf OK Sou Pnsmeigikd = 74 psi OK AOvuabfe — 1.m psi Sao Pnxmm Les Than A%wab1D ACIF� 1 890 @ff 0.0) FbAgSh m@Toe = 3.1 pd OK Foofmg Sem@Hee = 93 psi OK Agawable = 750 psi SgdtCaks (Va"CooWmallsed) L21eAWft Force = 466.7bs IessIMPassiveFace = - 150.0 gas fess 100% Flictim Fours = - GM Ibs Added Force AWd = 09 gs 01( —fwiL:lSft = 0.0 Ons OK EFteigbtAbwaFfg @= Smear 5.33 SMOK 0.00 WaIMBIMUMMW = mesaiy Mammo Ttddmess m= 0.0) 8.00 RdwSizo — # 4 # 4 tSpdng kI= 16.00 16m � = Edge Edge Design t n-fdFa Use aysa Toml Face@Secgon lbs= OA 2235 MMWA—ACWd 114= 0.0 233.5 Mcmmd_Alowalde tb1= 1,4319 1,1932 Shear --AMM psi= 0.0 315 Shem_.Albwdde psi= X7 38.7 v"Weight pd= 840 840 Rebar DeA A' in= 525 525 Lapspgm0a6we in= 24m 2490 Layspliveifbelow W= 2490 6.00 Hookelohetlinlofaofmg in= 24.00 690 Oda fmM�omy psi= 1,500 1.500 Fyc pd= 24,000 2%000 Sordemft , ' = Yes Yes ' lead Pachm Yes Dead Laud 1200 MaddarRBIDV = 21A8 21.48 UveLoad 1.600 ShatTenn Factor = 1m0 1m EaO,H 1900 SI&SoIdmikiL In= 7.611 7.60 Wmd,W 1908 MM"B AType = 3 Seim*E 1.000 Mosaay DesiglMagiod = ASO PACIFIC ENGINEERING� 6LIr-P pR-Ivrr �LUS3)}ov3$ SMUCTURAL / Ctvtt DES1C�lq oia COMM=l, k&=&1 and Acsic_-ictz TEL• (310) s16-9275 FAX- (310) 61 &9276 Cantilevered 17703 Crenshaw SlvcL TOnance, CA 90504 wall Footing Dimensions & Stmngfhs loevmmHeelWxn = Oft Total Fuotomg Width — 00 FcmftTMcknM = 1200th ]Key wift _ Oin Key Oisfanoef mTae _ M - 0.011R CDR ppssrr pRmog Conaelee w* Fy 705b0 Mn. As% Cover @TOP 20 - aOC800 @B6o.= 3.0m Footing Design ResuRs —OVERTURUNG _ FOICa Obtance Tce M md' !ue _ 1,071 Mu': 222 Heel 89 psf 0 ft4b Dowmvad - Mo. Design = 1502 0 Rab 374 ll4ftSiusar = 3.10 ARDW 'Shear = 75.0 9.75 psj Heal = No, Speed _ 44 in 75.0 Lsi Key Rekd ,@S8.0 pecd _ 0#wAccepf*ee sk,, & Spa,k, Heel: M:td, Mu<S'Fr Ax'WMedLozden Stem = Key. Nokeydefined Load@SfemAbmmSW TOW = 46&7 OlAtftM*= 7428 Ratio Vereca �MforSol,PreMrre= 1,4M2 lbs t't Vm"OMWwofact1veWessum NoTusedforsalpressme Job 24-$(wi Sht.1o. L� Date Des -by V, e_ —OVERTURUNG _ FOICa Obtance ROM Nlament heel Active pmmm ow = 5267 1.49 7828 7oe� SumhargeowToe = -60.0 0.67 SOA 1,280A SwdMeOm Heel = Added Labami Load _ Load@SfemAbmmSW TOW = 46&7 OlAtftM*= 7428 Ratio Vereca �MforSol,PreMrre= 1,4M2 lbs t't Vm"OMWwofact1veWessum NoTusedforsalpressme Job 24-$(wi Sht.1o. L� Date Des -by V, e_ -.RFSMVNG_ Oatance Moment Sc�a.�t O�.verlied ft -Po - �yw Sal Overtied - 05.0 20 A62 1,280A SwdMeOm Heel = 239 110.4 Ad1centFooMg load = Ax'WMedLozden Stem = `AxWUveLoadon Stem = SoilOWToe = &HdmWOwTOq 55A 025 Stan weWS) _ Eedh@Qam Transi0mm = 294.0 0.03 245.0 Foo ft Went = 450.0 1_% 675.0 VeyW'eVd Component = TOW 1.0502 8s R.4L= t(ep�dd bd6o�xiadEMfprm a0Z foroverhaft2304.6 PACIFIC ENGINEERING � ��I>%F PaZ %Vc &L-Q9gawx STRUCTURAL / 01111L DESIGN Commatial. IndwmUl and Ri idcndai TB.: (310) 516-9275 17703 Crens:,aw Bivd. FAX: (310) 516-92?6 Torrance. CA 90504 -6ITH S &%qMENT 4-4I � MTR 11-- q s• o Job No. ISht.No. 5 11 Date 12/11PLO Des.by V, G 1'H F.Xl5Tli9Cn .TMAAi L STo6(-dl-4E is 146}vIN4 SOMlr p0-dfLf Ms bug- To -rfyF- MoIS-rv"- evTRv,*ix-T&pop-W,tLLs o N TL-4.6.1L�- S (vis Rh%JF- N PAMP490 ) Cs 1'aa(6i•u4 6' 1-osl: To ThtF- $AsE POP- Ta A SF.VE-VEPe-J-(LoTT1N6 QQ)-[t5ieM. —�- 'j'I- ev-aolLs) -rW"f� TJt(LfE WOU t N GF A To APJD TO (LECIr\Ve AIV "t PPIT)6N6L 5'TP-f-,6VGTf} of NEGJ YZPLWOOP ST "C Z u'/ gdG' 6'j 6 ; l i � p.� ca l+i N tt 1 S MC Af T'OPrf AQ EQVRie �o(C j►i(S SMf�LL- 51706�ftjje AfZ-&A. THP- 2X4 WooD STV.D..f c4 8N IT H KIC-li T 8 fl, ± W Hie -+I IS LF, -CS- TOW AtL,6wa-D SN C`. De, Nart: P6o-jLDp, L°u"s A -T fe4L(mF-TS4z WA.&I.S To ?"\II6VT Tl+F- V6+-ui-kTTJW4 P6lbl.WM (tu THE T:OTv6Ls