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HomeMy WebLinkAbout2298 BRYANT DR; ; CB100214; Permit02-12-2010 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB100214 Building Inspection Request Line (760) 602-2725 2298 BRYANT DR CBAD RESDNTL Sub Type: RAD Status: 2121014400 Lot#: 0 Applied: $5,000.00 Construction Type: NEW Entered By: Reference #: Plan Approved: 0 Structure Type: Issued: 0 Bathrooms: 0 Inspect Area: ADELMAN: CHANGE ROOF LINE Orig PC#: OF EXIST. GARAGE/MODIFY EXIST. FIRE WALL/MINOR Plan Check # ELEC./PLUMB FOR WASHER DRYER SINK ISSUED 02/04/2010 JMA 02/12/2010 02/12/2010 Applicant: TIGA CONSTRUCTION 1349 S ESCONDIDO BLVD 92025 760 738-6061 Owner: ADELMAN PHYLLIS J 473 CAREFREE WAY FRIDAY HARBOR WA 98250 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $72.31 Meter Size $0.00 Add'l Reel. Water Con. Fee $47.00 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees $1.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $168.31 Total Fees:$168.31 Total Payments To Date:$168.31 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: «»*/ ^ lo Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition* of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Check No. Cg Est. Value Plan Ck. Deposit Date JOB ADDRESS SUITE#/SPACE#/UNIT# CT/PROJECT*# OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) /t U<EEXISTING US?PR ED GARAGE (SF)PATIIOS (SF)DECKS (SF)FIREPLACE YES Q #NO D AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NO D CONTACT NAME (It Different Fom Applicant)APPLICANT NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL 6-A PROPERTY OWNER NAME bONTRACTOR<£-ADDRESS 'ADDRESS ' CITY STATE ZIP CITY STATE ZIP w" ^ ^ f —- f r^i^ | f~ ^~ p fc^ /^ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter a, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of flot mere than five hundred dollars ($500)). - - WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: LTI I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued, n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date th/section need not be completed if the permit is for one hundred dollars ($100) or less. QL Certificate of Exemption: I certify that in the performance of the work for which this permit i: California. WARNING: Failure to secure workers' compensation coverage is unlawful, ' addition to the cost of compensation, damage&afrprOvlaei for Jn S^Ztion 3706 d, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of all subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in y's fees. / hereby affirm that I am exempt frm Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). d I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes a No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3,1 have ajntscted with the following person (firm) to provide the proposed construction (include name address / phone /contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the maj or work (include name / address /phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): PROPERTY OWNER SIGNATURE DAGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Presley-Tanner Hazardous Substance Account Act? a Yes a No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? a Yes a No IF ANY OF THE ANSWERS ARE YES, I EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. S, 25533 or 25534 of the D Yes a No I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and that tte informal on the plans is accurate J agree to comply AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAB CfTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHApemrt is required to excavatkxBC^ EXPIRATION: Every rjemiit issued by IteBuM^ 180 days from the date of such permitwiftterxjldir^^ ^APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For: 04/12/2010 Permit# CB100214 Title: ADELMAN: CHANGE ROOF LINE Inspector Assignment: MC Description: OF EXIST. GARAGE/MODIFY EXIST. FIRE WALL/MINOR ELEC./PLUMB FOR WASHER DRYER SINK 2298 BRYANT DR Lot: Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: OWNER ADELMAN PHYLLIS J Owner: ADELMAN PHYLLIS J Remarks: AM PLEASE Phone: 7605353550 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: TIM Entered By: JANEAN Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 04/07/2010 03/12/2010 03/05/2010 03/05/2010 03/04/2010 03/04/2010 03/04/2010 03/03/2010 03/03/2010 02/24/2010 02/24/2010 02/24/2010 02/24/2010 Inspection History Description 19 17 13 14 13 14 34 14 15 13 13 14 14 Final Structural Interior Lath/Drywall Shear Panels/HD's Frame/Steel/Bolting/Welding Shear Panels/HD's Frame/Steel/Bolting/Welding Rough Electric Frame/Steel/Bolting/Welding Roof/Reroof Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Act CO AP AP we PA we PA we AP CO CO NR NR Insp MC MC PY PY MC MC MC MC MC MC MC MC MC Comments DBL CK GFIs PER PLAN ABS AND HOLD AT NORTH EXT DOWNS NO EXT WALL ONLY SHEAR WALL ONLY GATE CODE #8624 PER REVISED PLAN, OK TO COVER NEED SPECIAL INSPECTION REPORT Porter Structural Inspections & Consulting 1536 Downs Street Phone (760) 889-9762 Oceanside, CA 92054 Fax (760) 754-2729 E-mail : piersurfl@aol.com REGISTERED INSPECTOR'S DAILY REPORT Job No.For Week Ending TYPE OF INSPECTION REQUIRED D Reinforced Concrete D Post Tensioned Concrete D Reinforced Masonry D Structural Steel Assembly D Fire Proofing D Epoxy Anchors D Quality Control D Other V _V .City 4Job Name A CA4? V,Permit N<C^ \L,O^>| Plan File Type of structure Ttf- Architect Material Description (type, grade, source)"^ \ ^Engineer \\3)/h Contractor Inspectof(s)Sub Contractor TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES Inspection Summary — Locations of work inspected, test samples taken, work rejected, job problems, progress, remarks, etc. Includes information about amounts of material placed or work performed, number, type & ident, number of test samples f-~- — — ~N taken: struct, connections (weld made H.T. bolts torqued) checked^ etc. f O M 5 CN \ , CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. *l)ll< SIGNATURE OF REGISTERED INSPECTOR / /DATE SPECIALTY CERT NO.CITY/SAN DIEGO # TIME IN All inspections 2 hour show-u Approved by TIMEOUT REG. HOURSi / Q.T. HOURS CYLINDERS based on a minimum of 4 hours and over 4 hours— 8 hour minimum in addition, 3 minimum for job cancellations. Project Superintendent Porter Structural Inspections & Consulting 1536 Downs Street Phone (760) 889-9762 Oceanside, CA 92054 Fax (760) 754-2729 E-mail: piersurf1@aol.com —•-^•^••••k REGISTERED INSPECTOR'S DAILY REPORT Job No. For Week Ending TYPE OF D Reinforced Concrete D Structural Steel Assembly D Quality Control INSPECTION D Post Tensioned Concrete D Fire Proofing D Other REQUIRED D Reinforced Masonry D Epoxy Anchors Job Address^ p^ «? fr^ 15 1/ vj frv-. V xT) / . JobNam(f-V, ^ .^ Kt'(\-U Wt-S Type of structure Material Description (type, grade, source) ^, , y/ /-^^ 0 ^ V-t> v^r, 3/->l/fl, \ 'lnspector(s) Ndme ^Hk^ \ V-t C -W i/i-. TYPE OF SAMPLE SLUMP QUANTITY IN SET Inspection Summary — Locations of work inspected, test samples taken, information about amounts of material placed c —•" — — token* struct connections (weld made H T bolts "^rZ^frL'-six* M t-»f ^ <0 ' ^C-A'GS. k \ "A <UJe c^T CityO-.tb , Permit NoC-fe\LO^\M | Plan File Architect Engineer _afesL~~——- Contractor '^^i-.s--*-"' " ) j Ci^- P o ^^~ • Sub Contractor **" ~* ADDITIONAL REMARKS ON SAMPLES work rejected, job problems, progress, remarks, etc. Includes r work performed, number, type & ident, number of test samples torqued) checked, etc. \ d K '^•OJ^ i*i_>£)OXw\ Pv A C v\c> !/•""" sPlCr'f ^dcXs. •& (~\ /nlt-cx C /^ ^U ) ii^/sL. \-V-r\-_, 1 cci) C© f-C-Vc dtx SL.oA~vv\c \ VvW C "/4*A ^lx) O /^-j:, ix- t /-P\ \ \ s <~--_\J>O r.-vV-cVx*u«_ ^DJ-VS (~y^%. ^''3 <s^ "^X--lr o.c.. fe^ 'X. a-Av-W-xc.-teL. vol\\\i . l^oA-\C oipA-^ Ce^ r-\tJ-Wi\J Ol^x S"^-- ^ ^ ' \ i \ V) \ *~\- I /!'^ \ ••?* 5-k If-/ si!1"* A /^^fcT™' tx ^^ C _x *^\ \A. •^i*' _d*-'V *sji -W^ \%VX <,4cL \\ -O-V \'t. -^ |OU>(A C V<cLC^'U\ Ql/l--" v^.yv xQ—^' / V. «•— >^ 6^ A" <^>s' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING 1AWS. . _____________________SIGNATOftToF REGISTERED INSPECTOR SPECIALTY CERT NO.CITY/SAN DIEGO # TIME IN All inspections 2 hour show-u Approved by TIME OUT REG. HOURS 1 *l Q.T. HOURS CYLINDERS based on a minimum of 4 hours and over 4 hours — 8 hour minimum in addition, 3 minimum for job cancellations. Project Super intendant City of Carlsbad BUILDING DtPAATMINT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760402-7541 / Fax: 7604028558 Plan Check Comments / 2OO7 Codes Fro™ Steve Boronay Pages:\ Phone:Date:•2-A»> Address: ONTACT HOURS FOR STE\E BOROSSAY. TUESDAY THROUGH FRIDAY K'M «> Pto««e make correctton* referred to below and run TWO new print*. If red marto mrm on plane ae a part of tNe Plan Check response please return red marked set with the new prints. * Thto to •BUILDING REVIEW ONLY. Comment* or approval do not moat? to any oth«r City department review. For Information on the status of approval from other departments please contact staff Q760-602-271 7 / 2718 / 2719. ! > 2,. CMU ujaAV S/g 7. TvouCAe. 4>' -U> nroof \ ' PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 10-0214 DATE 2/4/10 ADDRESS 2298 Bryant Drive RESIDENTIAL ADDITION- MINOR (< 17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER Interior work PLANNER Chris Sexton DATE 2/4/10 DATE H:\ADMIN\COUNTE»/PLANNINC/ENGINEERlNC APPROVALS AM ENGINEERS Consulting structural engineers 325 W. 3rd Ave.. Suite 205 » Escondido, CA. 92025 Phone (760) 741-7306 * Fax (760) 738-8364 PROJECT NAME PROJECT NO. CLIENT STRUCTURAL CALCULATIONS Camino Hills Residence 2010003 Tiga Construction Inc. This signature is to be a wet signature not a copy APPROVED : DATE SIGNED DESIGNED BY DATE : A.M. January, 2010 AMEN6INEERS Consulting Structural Engineers 325 W. 3id Ave., Suite 205, Escondido, CA. 92025 Phone (760) 741-7306 Fax (760) 738-8364 DESIGN CRITERIA Seismic: Wind: Soils: Concrete: Reinforc.: Lumber: Steel: Masonry: Weld: (Roof Loading) Roofing Wt. Plywood Rafters Insulation Gyp. Brd. Slope Adj. Misc. 2.0 psf 1.5 psf 2.0 psf 0.5 psf 2.5 psf 1.0 psf 0.5 psf DL= LL= 10 psf 20 psf Code: Seismic Design Category: D Exp. "B" , Basic Wind Speed =85 mph Brg.=1000psf f c=2500 psi for footings and slab f c=3000 psi for structural slab Fy=60000 psi for #5 and grater Fy=40000 psi for #4 and smaller DF/L #1 for 2x rafters, 2x joists, beams and posts. DF/L #2 for 2x studs. 24F-V4 for simple span glue-laminated beams 24F-V8 for continuous glue-laminated beams ASTM A500, grade B for tubular sections ASTM A501, or ASTM A53, type E grade B for circular sections ASTM A572 grade 50 for all other sections. fm=1500psi Welding should conform to AWS D1-1. All welding shall be done by electric arc process using approved rods and performed by certified welders. All fabrication and welding shall be performed in the shop of an approved fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. C.B.C. 2007 edition A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB- SHEET NO.. CALCULATED BY. OF DATE. / 6* 4$ (N) 2x6f2 R. RAFTERS *24* O.C. (E) ROOF RAFTERS O24* O.C. (N) 2x6(2 R. RAFTERS »24* O.C. (E) ROOF RAFTERS I CRICKET (E) ROOF RAFTERS O24' O.C. A IT ROOF FRAMING PLAN A M Engineers 325 West Third Ave,Ste 205 Escondido, CA. 92025 760-741-7306 Title: Dsgnr. Project Desc.: Project Notes: Job# Printed: 25 JAN 2010, 4:23PM Lie. # : KW-06008106 License Owner : AM ENGINEERS Calculations per IBC 2006 & ASCE 7-05 Occupancy Category of Building or Other Structure: "II*: All Buildings and other structures except those listed as Category I, III, and IV Occupancy Importance Factor 5 Database values ACSE 7-05, Page 3, Table 1-1 ACSE 7-05, Page 116, Table 11.5-1 ASCE 7-05 9.4.1.1 Max. Ground Motions, 5% Damping: 1.251 g, 0.2 sec response 0.4719 g, 1.0 sec response Longitude = Latitude = Location: CARLSBAD,CA 92008 117.327 degWest 33.160 deg North Site Classification 'D*: Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa&Fv (using straight-line interpolation from table values) Maximum Considered Eartquake Acceleration Fa Fv SMS=Fa'Ss SM1=FVS1 Design Spectral Acceleration Seismic Design Category SOS=S MS*2/3 1.00 1.53 1.251 0.721 0.834 0.481 D (SD1 is most severe) ASCE 7-05 Table 20.3-1 ASCE 7-05 Table 11.4-1 & 11.4-2 ASCE 7-05 Table 11.4-3 ASCE 7-05 Table 11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 12.2-1 Basic Seismic Force Resisting System..Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resistance or steel sheets. Response Modification Coefficient " R ' System Cverstrength Factor " Wo " Deflection Amplification Factor ' Cd " = = 6.50 3.00 4.00 NOTE! See ASCE 7-05 for all applicable footnotes. ReduwlaBt^actof .;•. s Building height Limits: Category "A &B" Limit- Category PC" Limit Category "D" Limit Category's" Limit: Category "F" Limit: No Limit No Limit Limit = 65 Limit = 65 Limit = 65 ASCE 7-05 Section 1 2.3.4 Seismic Design Category of D, E, or F, Redundancy Factor" p" Set by User to = 1.0 ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-0512.8 Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calculation: •Ct" value = 0.020 " x' value = 0.75 " Ta * Approximate fundamental period using Eq. 12.8-7 : "TL": Long-period transition period per ASCE 7-05 Maps 22-15 -> 22-20 All Other Structural Systems " hn": Height from base to highest level =15.0 = Ct*(hn*x)0.152 sec 8.000 sec Building Period' Ta" Calculated from Approximate Method selected = 0.152 sec ASCE 7-05 Section 12.8.1.1 S DS: Short Period Design Spectral Response = 0.834 "R" -.Response Modification Factor = 6.50 " I": Occupancy Importance Factor = 1 User has selected ASCE 12.8.1.3: Regular structure, Less than 5 Stories and with T «= 0.5 sec, SO Ss <= 1.5 for Cs calculation From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.84, Cs need not exceed From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs: Seismic Response Coefficient = S ^ (R/l) 0.128 0.485 0.010 0.1283 A M Engineers 325 West Third Ave.,Ste 205 Escondido, CA. 92025 760-741-7306 Title:Dsgnr: Project Desc.: Project Notes: Printed 25 JAN 2010, 4:23PM Lie. # : KW-06008106 License Owner : AM ENGINEERS Calculated for Strength Design Load Combinations ASCE 7-05 Section 12.8.3 Cs - 0.1283 from 12.8.1.1 Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = 1 .00 fabte of building Weights by Floor Level... W (see Sum Wi below) = Seismic Base Shear V= Cs'W = 0.00k 0.00k Level #Wi: Weight Hi: Height (Wi*Hi)»k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment SumWi =0.00k SumWi*Hi= 0.00 k-ft Diaphragm Forces: Seismic Design Category "D", "E" & "F" Total Base Shear =0.00k Base Moment =0.0 k-ft ASCE 7-05 9.5.2.6.4.4 Level*Wi Fi Sum Fi SumWi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of "Lat. Force" of current level plus all levels above WIN Req'd Force® Level 0.20*SDS * I * Wpx MAX Req'd Force ©Level 0.40*SDS *l*Wpx Fpx: Design Force @ Level Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Concrete & Masonry Wall Normal Force: Minimum Force per ACSE 7-05 12.11.1 Minimum Factor: 0.40 * SDS * Importance * Weight = 0.3335 * Weight Concrete & Masonry Wall Anchorage: Seismic Design Category "0" & 'D' per ACSE 7-05 12.11.2,1 Actual Wall Weight Tributary to Anchor = Ibs/lin.ft Fp: Anchorage Design Force... Rigid Diaphragm Design Force = 0.40 * Flexible Diaphragm Design Force = 0.80 * Combination of Load Effects Load Description SDS *l*Trib. Weight SDS * 1 * Trib. Weight D Dead Load 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 = Qe Seismic Load 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 Ibs /foot 0.00 Ibs /foot E = p*Qe+0.20*SDS*D = E = p*Qe +0.20*SDS*D = t = p • ue +u.*u • sus • u = E = p*Qe +0.20'SDS*D = E = p*Qe+0.20*SDS*D = E = p*Qe +0.20*SDS*D = E=p*Qe +0.20*SDS*D = E = p*Qe+0.20*SDS*D = ASCE7-05 12.4.2.3 E H&VLoad Effect 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB. OF. CALCULATED BY DATE. 33/i o 4- 1 £ x -f 5- S X /. 7 t, _ (0 o o I! B (O (O 00 in v O 55 o(OCM Omro o0) inu !?8 O(O Q ^xx oooo> OTui 08 Sol o 10 O3d oi V) 0) mN 0m om g do NAILINGg LJ -iSfes 12 <o as 5* §O So" }2 ** CNO Xi n J O 0! S X o "51 8« P z"B!i«8 f o 10 2-x•62 I e IO e 3xo B op s •ps Sg •«S s op•"2co " 8 o i; Q. CJU3i UI ^/2"UC.1ONE SIDE8"55 5:05 '*$..TH SIDESoo Os CN 10 A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB- SHEET NO.. CALCULATED BY. OF DATE. A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB. SHEET NO.. CALCULATED BY. OF DATE. TRW s^ <-T--r - :O 21' •.-it / (,(,2- T ^ 7 A M ENGINEERS Consulting Structural Engineers (760) 741-7306 JOB.3 SHEET NO.. CALCULATED BY. OF DATE.