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HomeMy WebLinkAboutGRAHAM AVE W 200CITY OF ,nom LADE LSINOR.E BUILDING & SAFETY DREAM EXTREME,. PERMIT PERMIT '`N0: 08- 00001076 JOB ADDRESS . . . . . DESCRIPTION OF WORK . OWNER 200 W GRAHAM AVE MISCELLANIOUS SEYEDGAVADI ALI SEYEDGAVADI MAHBOUBA 200 W GRAHAM AVE LAKE ELSINORE CA 92530 A.P.# . . . . . 374 - 261 -002 1 OCCUPANCY . . . . CONSTRUCTION . . . VALUATION . . . 10,000 130 South Main Street. DATE: 8/26/08 CONTRACTOR OWNER SQUARE FOOTAGE . GARAGE SQ FT . FIRE SPRNKLR . ZONE . . . . . . .NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63.00 8.00 X 12.5000 VALUATION 100.00 FIRE SERVICES QTY UNIT CHG ITEM CHARGE 1.00 X 212.0000 LE FIRE FUEL DISPENSER(S) 212.00 FEE SUMMARY CHARGES PERMIT_ F_E_E_S_____________ BUILDING PERMIT 163.00 FIRE SERVICES 212.00 OTHER FEES BUILDING DEVELOPER FEE 5.00 PLANNING REVIEW FEE 32.60 PLAN RETENTION FEE 2.75 SEISMIC GROUP R 1.00 PLAN CHECK FEES 122.25 TOTAL 538.60 SPECIAL NOTES & CONDITIONS__ INSTALL HEALY TANK AIR SEPERATOR WITH MASONARY WALL ENCLOSURE AND MINOR ELECTRICAL AT GAS DISPENSERS. VENT RELOCATION AND VENT LINES FOR HEALRY UPGRADE. PAID 00 212.00 00 32.60 00 00 122.25 9WIll " DUE 163.00 00 5.00 00 2.75 1.00 00 171.75 uper: L;OUNTER2 Type: DF 'Drawer: 1 Date: E. %26/08 26 Re e pt no: 1ti27 2008 076 BR BUILDING FERrl 1 $171.75 CK D EC4 2 9 a'171.75 Iota] pavirent 171.75 City of Lake Elsinore Building Safety Division Post In conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: Please read and initial L I am Licensed under the provisions of Business and professional Code Section 7000 et seq. and my license is in full force. 2. tas owner of the pmpeny,or my employees w /wages as their sole compensation will do the work and the structure is not intended or offered for sale. 3. I,as owner of the propeny,am exclusively contracting with licensed contractors to construct the project. 4. 1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance or a certified copy thereof. 5. I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification, you must forthwith comply with such provisions or this permit shall be deemed revoked. Code Approvals Date Inspector ELO1 Temporary Electric Service PLO Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings I•- ilK GviF/ BP02 Steel Reinforcement BP03 Grout I BP04 Slab Grade PLO] Underground Water Pipe SSOI lRough Septic System SWO I On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall & Pre -Lath PL03 I Rough Plumbing EL03 lRough Electric Conduit EL04 I Rough Electric Wiring EL05 Rough Electric / T -Bar MEOI lRough Mechanical ME02 Ducts, Ventilating PL04 lRough Gas Pipe / Test PLO2 JRoof Drains BP1O Framing &Flashing BP 12 Insulation BP13 Drywall Nailing BPI I Lathing & Siding PL99 I Final Plumbing EL99 Final Electrical ME99 IFinal Mechanical BP99 IFinal Building Code Pool & Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the building being, released by the CityPOOLPoolSteelRein./ Forms POO 1 Pool Plumbing/ Pressure Test P003 Pre- GundeApproval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 IPool Fencing / Gates / Alarms Pittance P005 Pre - Plaster Approval Engineering P009 I Final Pool/ Spa C l T OF LA.I <E LSIAOR E ems— = DREAM EXTREM.E,M 130 South Main Street ' APPLICATION FOR APPL©ICATION NO. BUILDING PERMIT APPLICAjJP — ECEIVEQ VALUATION CALCULATIONS 1st FLOOR SF 2nd FLOOR SF 30 FLOOR SF GARAGE SF STORAGE SF DECK & BALCONIES SF OTHER: %} SF VALUATION:_ C' FEES BUILDING PERMIT PLAN CHECK PLAN REVIEW SEISMIC J- PLAN RETENTION ( U BUILDING ADDRES Z06 LJ . Gr <lA,,j hoe TRACT M BLOCI PAGE LOT /PARCEL MahO borlbe cLi MA L NG l_ PHO EADDRESS2aC'1r4 wt 95 Y eI I S3 E C `T STA EIZIPRLLtk - -F-btYL0r-" I ere y a irm that am 1cense un er prov sions of chapter 9 (commen, with section 7000) of division 3 of the business and professions code,andCmylicenseisinfullforceandeffect. O LICENSE# 7a3,SG CITY BUSINESSNANDCLASS /a -/{k"L TAX# A E Ir EA 1 te ,-ins q (Cj + MALN IIADDRESS024-0 00kjc ICJ T CITY STATE /ZI 0 5;1 C6 - CF /1405 -6 PHONE 7/<G -?z /- rii z s R CONT T SIG A RE /DATE A AME CENSE # R AILING C ADDRESS H CITY STATE /ZIP PHONE NEW - OCC GRP, / CONST. ADDITION DIVISION: TYPE: ALTERATION NUMBER OF NUMBER OF OTHER STOP1rq- ...- U SINGLE FAMILY ZONE: - APARTMENTS 1 certify that I have read this application and state that the CONDOMINIUM HAZARD above information is correct. 1 agree to comply With all city TOWN HOMES AREA_? YES and county ordinances and slate laws relating o building99 COMMERCIAL SPRINKLERS NO construction, and hereby authorize representatives of this INDUSTRIAL REQUIRED 7 YES city to enter upon the above - mentioned ro ert for ins p- P P Y P REPAIR PROPOSED USE OF BLDG: NO lion purposes. DEMOLISH IPRESENT USE OF BLDG: JOB DESCRIPTION Signature of Applicant or Agent Date its G,(/ Cnc osa anq nor ti 7+s dis i1¢: i %cn-r Agent for contractor owner 4Sw rte Agents Name Agents Address C Street City State Zip - N t L K J C i a A I! 4 e a 7 e F v n ro MIT Engineering & Construction Inc. N 3720 Oceanic Way Suite 205 Oceanside, Ca 92056 - r 760 -721 A201 Office _ 760-721 A209 Fax , 619 - 518 -0319 Cell, Dave I TY O 619-312-2751 Home Once Fax W GRAHAM AVENUE LSINORE Conrn ncorsliceg727396 CIa ,A -HAZ L, BUIL L : DIVISION Scope of Work: I. Install Horizontal Healy Tank Air Separator SIDEWALK DRNEWAY SIDEWALK 2. Install crash post for Healy unit - K t _ ^ / 3. Install B enclosure nt Healy unit. 4. Install planteranter boxes with plants around blockwall for decorative looks. to mto existing soaker system far planter box PLANTER - // 65 eve inspection by County of County of Riverside Fire, I D AQMD. City,flake Elsinore Building Dept - r sP cj7} Installation of Clean Air Separator /Vapor processing Unit, shall -- k -# 4 E comply with the current edition NFPA 30 A, 2007 and the CFC O ' o 2007. N 1. Vapor Processing Unit shall be 10' from property line or 5' 9(ISTING from building and 20' from dispensing devices - 2 TURBINE SUMP 2. VPU will have protection from Crash post.. O 95 3. Existing and New Vent pipes and processing unit will 5 N Fsbs O t discharge upward only and all Vapors terminate 12' above e and will not accumulate or Navel to unsafe location and 6 .< XlSTING FILL buildings. J12, JZ4 'a n SUMp 4. All applicable codes to be followed; I O 1 ~ 2007 CDC (California Building Code) EXISTING BUILDING • it Lw 2007 CMC (California Mechanical Code) a2007CPC (California Plumbing Code) 2007 CEC (California Electrical Code) II t V) .. 2007 CEC (Cfa Fire de) 2007 CEC (Californiain Energy Code) III Pt- Note. I I a Minor f)C' siagfou forth, ISU -d-l", will be required . at the t)DC'S using four 4"u, t Bond, isl one per island. We will tie into the exrsting elecvicel er islands, each jdispenserhas24ampsexistingwireITHlitV. We are not adding anyQTnewcircuitsforthedispensers. We wi l l have to demo concrete at the islands zz _ - to expose the UDC'S. Once all is hooked up we will patch area thatw I' wasexpesd. i 'I zl ! 'i (• e 4) EXISTING,MULD .._ PRODUCT DISPENSERS Cit fake Elsinore ! ! plena Lug Division App roval II'I I o Approved Y u osAew m u odo a Hooso Al- HruYTAHx .z - " r ...'a i ee,i, :• - a' t 4 x A t 3 a L "' tleo Hre: q µ&jYw..k n 2fni05 /"f56/' ! nrw vervrwcnnory r E " t 'f' , ' r i°"• w m raAm 951- 642 -r0e3t0v4oStation00a: 4 -t- Owner - Bobak Seyedgavadi 6 I 1 a M11 1AM200W. GRAHAM D S x 0 SPRING STREET C` 1/ -LT- U/4$(.4rr •i `V11N, ---- rL LAIC ELSINORE, CALIFORNIA B. Ow - -"7" 17ee)aror+4a -c•Ctn 91re.'CO li Ni'1 p71r 9vathri. a 5or N Lw.iSwpr.sZM /' lrc Rutawarur // L s r ,. x-.xrr rvz AREA SITE ELAN ELSINORE CARWASH $ GAS SCALE: 1" 10' - 0" 7 —' e— I RAOIUSED SMOOTH CONC. CAP 3" WIDE BAND OF REFLECTIVE RED TAPE 40 DIA. GALV. PIPE FILLEDED W/ CONCRETE FIN. GRADE CONC. FOOTING INSTALLED BY GEN. CONTR. ITY OF LAKE ELSINORE Bult-DING - DIVISION PERMIT # AAPRO li VD ci Z0U 1'- 4 it DIA. I BARRIER POST 2 Y 2" 8ELLxFEMALE FIBERGLASS THREADED ADAPTER 2 "a 4IBERGL4SS VENT LINE 3"0 FIBERGLASS SECONDARY CONTAINMENT 2 "0 STEEL VENT RISER 3 "X2" FERNCO BOOT FINISH . GRADE 3 "0 SCHEDULE 40 PVC SLEEVE STAINLESS STEEL BAND CLAMP. TYP, 2 "0 STEEL COUPLER 2 "X24" MXMS FLEXIBLE CONNECTOR 3 "0X30" CONTAINMENT BOOT VENT RISER DETAIL NOT TO SCALE i Z" GALVANIZED SCH 40 VENT RISER AT 12' ABOVE GRADE GALV, T UYP.) T 11" DIA. x 8' -0" GALVANIZED SCH 40 SUPPORTS 8"x4" STEEL PLATE 3' AND 5' ABOVE GRADE 2" DI.A. x 3' -0" DEEP— CONCRETE FOOTING (T{P.) I SEE VENT RISER DETAIL .ABOVE Vp i c L FREE - STANDING VENT DETAIL. NOT TO SCALE NOTES: 1. PRIOR TO PAINTING, ALL GALVANIZED METAL SHALL BE PROPERLY PREPARED. 2- ALL STEEL PIPE AND CLAMPS ABOVE GRADE SHALL BE PAINTED SOFT WHITE 3- ALL METAL EXPOSED TO BACKFILL SHALL BE WRAPPED WITH 3M CATHODIC PROTECTION TAPE 4 Peyton- Tomita & Associates JOB TITLE CLEAN AIR TANK 954 Town & Country Road Orange, CA 92868 JOB NO. NIIT2008 -4 SHEET NO. I OF 714)245 -4930 CALCULATED BY DEP DATE 7/31/08 714)245 -4933 CHECKED BY DATE Ver 8.03.10 www.struwam.com STRUCTURAL CALCULATIONS FOR CLEAN AIR TANK LAKE ELSINORE, CA 3\\, f.S 1200 GeocodeMe with a Google Map 200 W. GRAHAM,LAKE ELSINORE,CA,92530,33.668420,- 117.329050 Yage 1 U1 1 http: / /www.geocodeme. com/geocodeme.php ?address =200 +W . +GRAHAM &city = LAKE +... 7/31/2008 3 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.66842 Longitude = - 117.32905 Spectral Response Accelerations Ss and S1 Ss and S1 = 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 1.689 (Ss, Site Class B) 1.0 0.606 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.66842 Longitude = - 117.32905 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa sec) (g) 0.2 1.689 (SMs, Site Class D) 1.0 0.909 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.66842 Longitude = - 117.32905 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa sec) (g) 0.2 1.126 (SDs, Site Class D) 1.0 0.606 (SD1, Site Class D) PFYTON- TOMITA ASSOC.,LLC 954 TOWN COUNTRY RD. ORANGE, CA 92868 CLEAN AIR SEPARATOR HORIZONTAL TANK ANCHORAGE & FOUNDATION TANK WT. =W= 800 LBS SEISMIC SDS= 1.126 le= 1.25 Ve= 0.3SDS'le`W 720 FT -LBS Ve= 337.8 LBS C.O.G.= 2 FT WIND: OTM= SPEED= 95 MPH EXPOSURE= C NO NET UPLIFT TO ANCHOR qz= .00256 "Kz'Kzt`Kd'V^2'Iw Iw= 1.25 Kz= 0.849 Kzt= 1 Kd= 0.95 qz= 23.3 PSF Vw= gz'G'Cf'A G= 0.85 Cf= 0.5 A= 23 SQ.FT. Vw= 228 LBS C.O.A.= 2 FT ANCHORAGE: USE: 4- 5 /8 "DIA. X 4" EMBED HILTI KWIK BOLT TZ (S.S.) NO. ANCHORS= 4 (ESR -1917) CASE: 0.6D +0.7E 607 FT -LBS ABOUT BOTTOM OF SLAB OTM= 472.92 FT -LBS 0.6RM= 720 FT -LBS NO NET UPLIFT TO ANCHOR Ve= 59.115 LBS /ANCHOR, OK CASE: 0.6D +W SLAB PRESSURES OTM= 455 FT -LBS 0.6RM= 720 FT -LBS NO NET UPLIFT TO ANCHOR Vw= 56.9 LBS /ANCHOR, OK FOUNDATION: USE: 4'x 8'x 8" THICK SLAB CASE: DL SLAB CANT.= q= 125 PSF < 1500 PSF, OK CASE: D +W OTM= 607 FT -LBS ABOUT BOTTOM OF SLAB q= 153 PSF MAX. CASE:.6D +W OTM= 607 FT -LBS ABOUT BOTTOM OF SLAB q= 47 PSF MIN. SLAB PRESSURES DUE TO TANK 25 PSF 0.9DL 22.5 DUE TO SELF 100 PSF 0.9DL 90 DUE TO WL 28 PSF 1.6WL 45.5 68 PSF NET ULTIMATE SLAB CANT.= 1.90 FT SLAB SPAN= 4.21 FT SLAB Mu= 122.3 FT- LBS /FT SLAB Mr- 3900 FT- LBS /FT (0.65`5'2500A.5- 12.12A2 /6/12) MIN.As= 0.173 INA2 /FT USE: #4's (a)12 "O.C. EA. WAY Peyton- Tomita & Associates 954 Town & Country Road Orange, CA 92868 714)245 -4930 714)245 -4933 JOB TITLE CLEAN AIR TANK JOB NO. MIT2008 -4 SHEET NO. =4, CALCULATED BY DEP DATE 7/31/08 CHECKED BY DATE V. Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 95 mph Kzt= 1.00 Exposure C A. Solid Freestanding Walls & Solid Si ns C& open signs with less than 30% open Case A & Bs /h= 1.00 Dist to sign top (h) 4.0 ft B/s = 1.25 Height -(s) - 4.0 ft Lr /s= 2-.25 - Width (B) 5.0 ft Kz = 0.849 Wall Return (Lr) 9.0 ft qz= 16.7 psf Directionality (Kd) 0.85 Case A & B Cr = 1.44 F = qz G Cf As -= 20.4 -As - As= 20.0 sf F = 407lbs PEYTON- TOMITA & ASSOC. 9'54 TOWN & COUNTRY RD. ORANGE, CA 92868 T:714- 245 -4930 F:714- 245 -4933 Project: TANK ENCLOSURE WALL Number: MIT2008 -1 Date: July 31, 2008 By: DEP Sheet of CMD06.01.02 Filename: wall.dat Reinforced Concrete Masonry Wall per 2007 CBC Section 2107 (2005 MSJC Section 2.3) Working Stress Design - Input: 5.625 in. v 4 ft. # 4 @ 32 inches on center at 2.815 inches from the loaded face Support Condition: Free Top, Fixed Bottom Wall Section Output: Allowable Stresses: Wall Geometry: 4.00' high, 6" nominal thickness CMU wall Cells Grouted at 8" o.c. h' = 96 in r = 1.624 in h' /r = 59.12 Wall Material Properties: fm = 1,500 psi fy = 40,000 psi Em = 1,350 ksi Es = 29,000 ksi n = 21.48 Applied Loads: P M Wall Weight R = 1 - (h'/140r)2 = Fv 1.0 *4f"m ( <50 psi) = Fa= 0.25 *f'm[1 - (h'/140r)2] = Fb= 0.33 *f'm ( <2000 psi) = Fs= 0.5 *fy ( <24000 psi) = 1. E = Earthquake Force, W = Wind Force, H = Soil Pressure Load 2. P = Point Load, T = Trapazoidal or Uniform Load, M = Concentrated Moment 38.73 psi 308.1 psi 500.0 psi 20,000 psi psf 63 14 Load End Ibs lb-in Dead Load 0 0 Floor Live Load 0 0 Roof Live Load 0 0 Snow Load 0 0 Vertical Seismic Load 0 0 Vertical Wind Load 0 0 Lateral Loading: Load Load Load Start Condition Type Location Value E,W,H1 P,T,M2 ft Ib,psf,lb -in 1 E T 0.0 21 2 W T 0.0 20 Seismic Performance Category: D R = 1 - (h'/140r)2 = Fv 1.0 *4f"m ( <50 psi) = Fa= 0.25 *f'm[1 - (h'/140r)2] = Fb= 0.33 *f'm ( <2000 psi) = Fs= 0.5 *fy ( <24000 psi) = 1. E = Earthquake Force, W = Wind Force, H = Soil Pressure Load 2. P = Point Load, T = Trapazoidal or Uniform Load, M = Concentrated Moment 38.73 psi 308.1 psi 500.0 psi 20,000 psi psf 63 14 Load End Location Value ft psf 4.0 21 4.0 20 PEYTON- TOMITA & ASSOC. Project: TANK ENCLOSURE WALL 954 TOWN & COUNTRY RD. Number: MIT2008 -1 ORANGE, CA 92868 Date: July 31, 2008 T:714- 245 -4930 By: DEP F:714- 245 -4933 Sheet of CMD06.01.02 Filename: wall.dat Reinforced Concrete Masonry Wall per 2007 CBC Section 2107 (2005 MSJC Section 2.3) Working Stress Design - For Input Positive Moment Reinforcement: - #4 @ 32" o.c., As = 0.08 in' /ft, at d = 2.815 in Governing Load Combination: D - 0.7Eh + 0.7Ev Calculated Load Combinations and Stresses: P = = 778 Ibs /bar space M = = 318 lb-ft/bar space K = M /bd' = 15.04 psi k = 0:265 j = 0.912 p = 0.0022 fa = P /Ag = 4 psi < Fa = 308 psi OK f, = V /(bt) = 1.21 psi < F„ = 38.7 psi OK fb = 2 *M /(bjkd2) = 125 psi < Fb = 500 psi OK fs = M /(Asjd) = 7,429 psi < Fs = 20,000 psi OK Interaction Stress Ratio = 0.258 = (f a + fb) /Fb < 1.00 - OK For Input Negative Moment Reinforcement: - #4 @ 32" o.c., AS = 0.08 in' /ft, at d = 2.810 in Governing Load Combination: D + W Calculated Load Combinations and Stresses: P = = 672 Ibs /bar space M = = -435 lb-ft/bar space K = M /bd' = -20.67 psi k = 0.265 j = 0.912 p = 0.0022 fa = P /Ag = 4 psi < Fa = 308 psi OK f„ = V /(bd) = 2.42 psi < F„ = 38.7 psi OK A = 2 *M /(bjkd') = 171 psi < Fb = 500 psi OK f = M /(Add) = 10,193 psi < Fs = 20,000 psi OK Interaction Stress Ratio = 0.350 f a + fb) /Fb < 1.00 - OK P&YTON- TOMITA ASSOC.,LLC 954 TOWN COUNTRY RD. ORANGE, CA 92868 CHECK TANK SLAB FOR MASONRY SCREEN WALL REACTIONS Mw= 190.4 FT- LBS /FT Me= 198.6 FT- LBS /FT CONC. SLAB PARAMETERS b= 8IN. d= 3.25 IN. As= 0.2 SQ.IN. fc= 2500 PSI Fy= 40000 PSI PHI *Mn = 1.79 FT -K OR 2.69 FT -K/FT OK CHECK TANK SL) SLAB WT.= WALL WT.= TANK WT:= TOTAL WT.= 6RM= WIND OTM= SEISMIC OTM= B OVERTURNING FOR MASONRY SCREEN WALL REACTIONS 4350 LBS (145. 8/12.5.9) 6552 LBS (63 *4 *26) 800 LBS - 11702 LBS 17553 FT -LBS (WT.. *5/2 *.6) 4524 FT -LBS (20.4 *4 *9 *2 *2.67 +288 *2.67) 5032 FT -LBS (.7 *6552 *.3 *SDS *2.67 +337.8 *2.67) OK s NOTES: 1.) ALLOW. SOIL BRG. 1000 PSF 2.) WIND SPEED 95 MPH, EXP.0 3.) SEISMIC SIDS 1.126 NOTE: EXPAND TANK SLAB TO 5' -0" X 9' -0" SD1 0.606 IF CMU SCREEN WALL IS ;REQ'D. AND REVISE 4.) CONC. Vc = 2500 PSI REINFORCING TO #4's 0 - 8 "O.C. EA. WAY 5.) REINF. STEEL GR.40 MIN. a 3' -0" 2' -8" X OQ N , 4 @12 "O.C. EA.WAY / 4MID —DEPTH OF SLAB) 2 END ELEV. FOUR 5/8" Ox6" STAINLESS STEEL, 0 00 I I h N 3" CLR. TYP HILTI KWIK BOLT TZ 4" MIN. EMBEDMENT P-CR -1 Q1 7) 1' -104 "d 4' -22" 8' -0" j f 5--0" 0 " a, TANK SLAB PLAN No. 3288 r r 4 EXP. 3-311 - C T UQ`P F CALIF 6" CMU, f'm =1500 PSI GROUT SOLID, f'c =2000 PSI 4 HORIZ. ® 24 "O.C. MAX. HOOK BARS ® CORNERS AND LAP 24" MIN. 8" TANK SLAB W / #4 ®8 "0.C. EA. WAY Of a v U i 0 2 TANK SLAB SECTION 4 VERT. ON C.L. _1 OF WALL W /STD. HK. bi 32" MAX. SPACING 4 REINFORCING STEEL TO BE GR. 40 MIN. SEISMIC NOTES: 1.) Ss= 1.689, 51 =0.606 2.) SITE CLASS = D 3.) IE = 1.0 4.) Fa 1.0, Fv = 1.5 5.) SMS 1.689, SM1 0.909 6.) SIDS 1.126, SDI = 0.606 7.) Fp 0.3SDS X IE = 0.3378Wp 8.) Wp 63 PSF, Fp = 21.28 PSF WIND NOTES 1.) WIND SPEED = 95 MPH 2.) EXPOSURE = C 3.) qz = 16.7 PSF 4.) Cf = 1.44 5.) G = 0.85 6.) p = (gz)(Cf)(G) = 20.4 PSF SOIL PARAMETERS 1.) ALLOWABLE BEARING = 1500 PSF 2.) ALLOWABLE PASSIVE = 100 PSF /FT Vo. 3288 F-xp. 3.3, -o gK KF UCTuYo OF CALlc f" d(lL