The URL can be used to link to this page

Home My WebLink About2237 CORTE ANANAS; ; CB091237; Permit07-31-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No: CB091237 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2237 CORTE ANANAS CBAD PATIO 2552710100 Lot#: $2,475.00 Construction Type: 0 NEW STEIGERWALD RES-275 SF PATIO ATTACHED, SOLID ROOF W'STRUCT CALCS Applicant: STEIGERWALD DAVID&JILL H FAMILY TRUST 06-18-92 2237 CORTE ANANAS CARLSBAD CA 92009 Status: ISSUED Applied: 07/27/2009 Entered By: RMA Plan Approved: 07/31/2009 Issued: 07/31/2009 Inspect Area: Plan Check#: Owner: STEIGERWALD DAVID&JILL H FAMILY TRUST 06-18-92 2237 CORTE ANANAS CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Green Bldg Standards (SB1473) Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $54.11 $0.00 $35.17 $0.00 $1.00 $1.00 $0.00 $0.00 $20.00 $0.00 $111.28 Total Fees:$111.28 Total Payments To Date:$0.00 Balance Due:$111.28 Inspector: FINAL APPROVAL Date: T ' ?~' ^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 oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application Plan Check No Est. Value . C(f) fl^ Plan Ck. Deposit Pate JOB ADDRESS 2237 Corte Ananas SUrTE#/SPACE#/UNIT# 255 271 01 00 CT/PROJECT #PHASE* 1 1 # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE VB OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Areafs) Addition of attached covered patio (275 SF) to existing 2-Story residence (3,696 SF) EXISTING USE SFD PROPOSED USE SFD GARAGE (SF) 703 PATIOS (SF) 285 DECKS (SF) 365 FIREPLACE NCQ AIR CONDITIONING YES ["/IMP |I FIRE SPRINKLERS CONTACTDACT NAME (If DHfertnt Foavid Steigerwald(If DHfertnt Fom Applicant)APPLICANT NAME David Steigerwald ADDRESS 2237 Corte Ananas ADDRESS 2237 Corte Ananas CITY Carlsbad STATE Ca ZIP CITY 92009 Carlsbad STATE Ca ZIP 92009 PHONE 619-507-7542 FAX 760-942-4707 PHONE 619-507-7542 FAX 760-942-4707 EMAIL davids@steigerwald-dougherty. com EMAIL davids@steigerwald-dougherty. com PROPERTY OWNER NAME CONTRACTOR BUS. NAME Steigerwald'Dougherty Inc ADDRESS ADDRESS Po Box 884 CITY STATE ZIP CITY So/ana Beach STATE Ca ZIP 92075 PHONE FAX PHONE 858-259-5700 FAX 858-259-7304 EMAIL S> EMAIL davids@steigerwald-dougherty. com ARCH/DESIGNER NAME & ADDRESS Beerv Group, Inc.. Carlsbad. CA STATELIC STATE LIC.# C-15426 481038 (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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business 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 not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: LJ 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. BjVave 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 earner and policy number are: Insurance Co Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (1100,000), In addition to the cost of egmpansallon, damages is provided for In Section 3706 of the Labor code, interest and attorney's fees, & CONTRACTOR SIGNATURE DATE ^ / hereby affirm that I am exempt from Contractor's License Law for the following reason: [~j 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). 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: \. I personally plan to provide the major labor and materials for construction of the proposed property improvement I |Yes I |No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted 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 major 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): ^3" PROPERTY OWNER SIGNATURE DATE Q\ is the applicant or Mure building, occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the "Presley-Tanner Hazardous Substance Account Act? FlYes LjNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or airguality management district? I lYes I I No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I lYes I I No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPAN EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. S€:;O;;W S>T.R-:II'-C T j 'O N I hereby affirm that there is a construi Lender's Name ictiori ) / lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Address i F i c A t;» 6 N' I certify that I have read the application and state that the above Information Is correct and that the information on the plans is accurate. I agree to comply with aft City ordinances and State laws relating to building construction. AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CFTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the BuiWhg Official undeUhe provisions tf this C^srrfexpretylirntata and beomenul and v^ 180 days from the date of such permit or if the building or work BUlhorized by such permit is suspended or abandoned at any time after the work is commence/ for a period of 1 80 days (Section 1 06.4.4 Uniform Building Code). .^APPLICANT'SSIGNATURE "X,.--V_^__)N City of Carlsbad Bldg Inspection Request For: 05/03/2010 Permit* CB091237 Inspector Assignment: PC Title: STEIGERWALD RES-275 SF PATIO Description: ATTACHED, SOLID ROOF WSTRUCT CALCS Type: PATIO Sub Type: Phone: 6195077542 Job Address: 2237 CORTE ANANAS /J /£__• — Suite: Lot: 0 //(^7 XV Location: Inspecte/ J// v— V _ ^*> ' ..... "•" ...... APPLICANT STEIGERWALD DAVID&JILL H FAMILY TRUST 06-18-92 Owner: STEIGERWALD DAVID&JILL H FAMILY TRUST 06-18-92 Remarks: Total Time: Requested By: DAVE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 10/05/2009 14 Frame/Steel/Bolting/Welding AP PC 10/05/2009 34 Rough Electric AP PC 10/01/2009 13 Shear Panels/HD's AP PC 09/14/2009 11 Ftg/Foundation/Piers AP PC c TONSTRUCTION A ESTING & 1LNGINEERING, INC.E:y-=; PROJECT NAME: <vr~£7,< — ' 1 i. ADDRESS: ^^^ dswUfa ARCHITECT: /^2 ENGINEER: J^\/f, CONTRACTOR: ObijE INSPECTION DATE: tfi PLAN FILE: BLDG PERMIT: £0 OTHER: ^/^) ^-If1' [/ _^ " . ESCONDIDO • TRACY • RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PA,GE -1- OF-L CTEJOB# jb ') Arun - pfci/iO »*// T^ C*-/ A^pli Tivrci>ir/~lTt¥^Tvr^ <— " i-*' * "T* !I>ISrJiidlVW> ( f~^i~ff ''wJAUjtfj ( \ PONPRFTF/ 2^9 . <^5^- ( ) MASONRY Qf&Y Crf2&S]&./AJ~>' ( )PT CONC ': IJtejl ( ) FTF.T ,D WFT .D X / 0lti ls&£~?Z- ( ) SHOP WELDING 1/4 1 0 ^ ( ) PILE DRIVING ( ) BATCH PLANT O^f /^3^7 () EXP. ANCHOR 7 -74tfZ- ^^V^ BOTHER ^^U MATERIAL SAMPLING / REPORT # MATERIAL IDENTIFICATION CONC.MIX#/PSI GROUT MIX#/PSI MORTAR TYPE/PSI REBAR GRADE STR. STEEL H.S.BOLT MAS. BLOCK ELECTRODE ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) STRUCTURAL STEEL ( ) BOLTS ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS r-. $3rt_ ? " ' T / Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building pode. f -^ NAME: (PRINT) CERTIFICATION N SIGNATURE GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTIELROAD, SUITE 115, ESCONLMlSo, CA 92026 (760) 746-4955 FAX (760) 746-9806 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB091237 DATE 7/27/09 ADDRESS 2237 CORTE ANANAS RESIDENTIAL ADDITION- MINOR (< 17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER PATIO COVER-5' FROM SIDE YARD TO POST ALLOWED BY PLANNED UNIT DEVELOPMENT SECTION OF CMC. PLANNER GINA RUIZ ENGINEER DATE 7/29/09 DATE H:\ADMIN\WOTER/PUNNINC/ENG[NEEII1NG APPROVALS LOVELACE ENGINEERING Structural Engineering Services STRUCTURAL CALCULATIONS DATE:JUNE 26, 2009 PROJECT:STEIGERWALD ADDITION 2237 CORTE ANANAS CARLSBAD, CA 92009 CLIENT:DAVE STEIGERWALD 2237 CORTE ANANAS CARLSBAD, CA 92009 DESIGNER:BERRY GROUP 2091 LAS PALMAS, SUITE D CARLSBAD, CA 92011 JOB:J09191 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE phone 858.535.9111 • fax 858.535.1989 • web www.lovelaceeng.com 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 LOVELACE I ENGINEERING J°B- SHEET NO. ' OFStructural Engineering Services CALCULATED BY C?O\:±J DATE5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 CHECKED BY DATE. phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com SCALE TABLE OF CONTENTS SUBJECT SWEET DESIGN CRITERIA "2- DESIGN LOADS 3> VERTICAL ANALYSIS/DESIGN H LATERAL ANALYSIS/DESIGN ..................................................................................................... i<7 FOUNDATIONS / RETAINING WALLS ........................................................................................... J7 STRUCTURAL NOTES / SCHEDULES / DETAILS INHERE APPLICABLE; ............................... LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB__ SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE DATE GOVERNING CODE; CONCRETE; MASONRY: MORTAR: GROUT: REINFORCING STEEL: DESIGN CRITERIA IBC 2006 / CBC01 F'c = 2500 psf, NO SPECIAL INSPECTION REO'D. CU.N.OJ MEDIUM HEIGHT, ASTM C<30, F'm= 1500 psf, SPECIAL INSPECTION REQ'D ASTM C210, F'c = l800 psf, TYPE S ASTM C416, F'c = 2000 psf ASTM A6I5, Fy = 40ksf FOR * 4 AND SMALLER ASTM A6I5, Fy = 60ksf FOR * 5 AND LARGER CU.N.OJ STRUCTURAL STEEL: ASTM A512, Fy= 50 ksf CSTEEL SMAPES; U.N.O. ASTM A&00, GRADE B, Fy= 4£>ksf ^STRUCTURAL TUBE; ASTM A53, GRADE B, Fy= 3&ksf CSTRUCTURAL P PE^ ASTM A3&, Fy= 3& ksf CPLATES; BOLTING; WELDING: SAWN LUMBER: GLULAMS: SOIL: A301, SINGLE PLATE SHEAR CONN. A325-N, A430-N HIGH STRENGTH, SINGLE PLATE SHEAR CONN. E10XX SERIES-TYP., E30 SERIES FOR A6I5 GRADE 60 REBAR SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION. DOUGLAS FIR LARCH, ALLOWABLE STRESSES PER 2005 NDS DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-V8 FOR CANTILEVER CONDITION ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE ACTIVE SOIL PRESSURE f RESTRAINED; PASSIVE SOIL PRESSURE SOIL DENSITY COEFFICIENT OF FRICTION psP pcf pcf pcf pcf C/E>EXISTING NATURAL SOIL PER IBC TABLE 1804.2 SOILS REPORT BY: PROJECT NUMBER: DATED: SOIL CLASSIFICATION: LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fox 858.535.1989 • www.lovelaceeng.com JOB_ SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF . DATE DATE DESIGN LOADS ROOF DEAD LOAD-. ROOFING C-X SHEATHING psF 1.5 3.5 1.5 2.5 1.0 .0 psF RAFTER/CEILING JOISTS OR TRUSSES INSULATION DRTWALL OTHER (ELEC., MECH., MISCJ TOTAL DEAD LOAD-- LlvE LOAD: (ROOF USE PER BC TABLE 1601.1; TOTAL LOAD. FLOOR DEAD LOAD: FLOORING ( ; 4.0 psF LT. WEIGHT CONCRETE .0 SHEATHING 2.0 JOISTS 3.5 DRTWALL 2.5 OTHER (ELEC., MECH., MISCJ 2.0 TOTAL DEAD LOAD-- IH -0 psF LIVE LOAD: (RESIDENTIAL USE PER BC TABLE 1601.1; 40.0 psF TOTAL LOAD; $* .0 psf EXTERIOR WALL STUDS 1.0 psF DRTWALL 2.5 INSULATION 1.5 EXTERIOR FINISH ( «3nrue-cu ; \° -0 OTHER (MISCJ 1.0 TOTAL LOAD- \ fc» .0 psf INTERIOR WALL STUDS 1.0 psF DRTWALL 5.0 OTHER (MISCJ 1.0 TOTAL LOAD; 1.0 psf DECK/OTHER .0 psf .0 2.0 3.5 2.5 .0 .0 psF .0 psF .0 psf LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com IOB SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE_ DATE LEVEL: MEMBEf MARK, Hl = VERTICAL ANALYSIS / DESIGN ^0^ 5S: fe^'b^A Rfc'l SPAN=^>5 FT. PI UNIFORM LOAD \><7/vL|H»> = "2fc>5 PLF W2 = = PLF W3 = = PLF Pl = P2 = Rl = Rr = Vmax = Mmax = lreq = USE: MARK, LBS LBS LBS LBS = VJ-^0 LBS = S<=>r^ FT-LBS = v^>5 |N4 &Y\D fr» OR SPAN= FT. n UNIFORM LOAD PLF W2 = = PLF W3= = PLF Pl = P2 = Rl = Rr = Vmax = LBS LBS LBS LBS LBS Mmax= = FT-LBS lreq= = N4 USE: MARK, OR SPAN= FT. n UNIFORM LOAD PLF W2 = = PLF N3 = Pl = P2 = R = Rr = Vmax = Mmax = lreq = USE: PLF LBS LBS LBS LBS LBS FT-LBS IN4 OR g rp; LOV I 31 ENGI i BKra StructureS 1 5930 Corn San Diego, phone 858.535.9111 • fax 85 LEVEL ELACE <rft-s,^, N BERING .^ |7 SHEET NO. 5 ur '3! hngineering yervices CALCULATED BY DATEerstone L-ourtW. buite IUU CA 92121 -3772 CHECKED BY DATE S 535 1989 • www.lovelaceenp rom SCALE ^oof MEMBERS: HfvMSWK- MARK. W! = UM SPAN= \t FT. r/UNlFORM LOAD VWadHb ) = 7-HO PLF W2 = = PLF W3 = = PLF Pl = P2 = Rl = Rr = Vmax = Mmax = LBS LBS LBS LBS = \^ & LBS = H:>2-& FT-LBS Ireq = = IfcO IN4 USE: MARK: Nl = HXW W "i OR SPAN= FT. PI UNIFORM LOAD PLF W2 = = PLF W3 = = PLF Pl = P2 = Rl = Rr = Vmax = Mmax = !req = USE: MARK: LBS LBS LBS LBS LBS FT-LBS IN4 OR SPAN= FT. PI UNIFORM LOAD PLF W2 = = PLF W3 = = PLF Pl = P2 = Rl = Rr = Vmax = Mmax = lrec| = USE: LBS LBS LBS LBS LBS FT-LBS IN4 OR LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09191 Calculated By: Bob Sheet #: Date: 6/25/09 '*'^V£ £***'•"• * x Seismic Diaphragm Input Loads -<- • -v - * - >- @ Roof Type Roof (flat) Roof (sloped) Roof Deck Walls (exterior) Walls (interior) Total @F|oor Type Floor 1 Floor 2 Deck Lower Roof Walls (ext. blw.) Walls (int blw.) Walls (ext. abv.) Walls (int abv.) Total Dead Load (psf) 0.0 20.0 0.0 16.0 9.0 - Area (ft/) 2300 - - 2300 Length (ft) - - - 140 160 Plate Height (ft) - - - 9.0 9.0 Weight (Ibs) 0 46000 0 10080 6480 62560 Dead Load (psf) 14.0 0.0 20.0 20.0 16.0 9.0 - - - Area (ft/) 1820 340 780 - - - - 2940 Length (ft) - - - - 160 80 - - Plate Height (ft) - - - - 9.0 9.0 - - Weight (Ibs) 25480 0 6800 15600 11520 3240 10080 6480 79200 Seismic Analysis V («t» vf Story Load (LRFD) = Story Load (ASD) = Total Diaph. Area = Diaph. Load = 12.6 kips 8.82 kips 2300 ft.2 3.8 psf * * * See next page for calculation of story load Story Load (LRFD) = "'5*°lx"(:?'!l"!*?!?r°'"toVaTbiapti; Area = Diaph. Load 5.1 kips 3.57 "2946" kips '"ft? 1.2 psf BLOVELACE ENGINEERING Structural Engineering Services PROJECT Steigerwald Addition PAGE : ^/ ' 2- CLIENT : DESIGN BY : Bob JOB NO. : J09191 DATE : 6/25/2009 REVIEW BY : INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8-2) The coefficient(ASCE Tab. 12.2.1) hn = W Level Level Floor to floor No. Name Height ft 2 Roof 19.00 1 2nd 9.00 Ground DESIGN SUMMARY h = ft Total base shear wx= k V = 0.12 W, (SD) = 18 k, (SD) n = 2 = 0.09 W, (ASD) = 13k, (ASD) l= 1 (iBCTab.1604.5) Seismic design category = D Zip Code 92009 Latitude: 35.523 D (If no soil report, use D) Longitude: -95.496 C, = 0.02 Ss= 118.400 %g,Sms= 1.215 g,Fa= 1.026 R= 6.5 S, = 44.500 %g , Sm1 = 0.692 g, Fv= 1.555 SDS = 0.810 g , SD1 = 0.461 g 28.0 ft k= 1.00 , (ASCE 1 2.8.3, pg 130) X= 0.75 , (ASCE Tab 12.8-2) 142 k Zwxhk = 2,464 Ta=C,(hn)x= 0.24 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Height Weight Lateral force (5> each level Diaphragm force hx wx wxhxk C^ Fx Vx 0. M. ZF, ZW; Fpx ft k k k k-ft k k k 28.0 63 1,752 0.711 12.6 12.6 63 13 12.6 9.0 79 713 0.289 5.1 239 17.7 142 13 17.7 0.0 398 LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09191 Calculated By: Bob Sheet#: Date: 6/25/09 ' „ ^>?sf^ '•' 1 Floor N-S Line: A Areas (sqft) Additional Load / Load from Above (Ibs) Seismic Area 1 260 Sbearwall Designs* •- •$- ^ ' -'-*- -• 1 Rho= 1.0 Area 2 280 Area 3 Gridline Load Offset (Blank=0) -•---- Strongwall / Hardyframe Wall Lengths Panel / Frame Length (ft) V Allowable (Ibs) L1 2.67 2055 ! Drift Allowable (in.) ; 0.310 Use: /A Overturning CalculationL2 (E) Strongwall Per Plan = 770 Panel / Frame Length: Shear Load (Stiffness Ratio): Panel / Frame Height: Panel / Frame Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: Use Holdown #: Line: A Length (ft) 2.67 328 9 16 2951 308 1092 1092 Plf Vx= 1.2 psf Load = (Vx * T.A./2) = 328 Ibs Total Additional Load = 0 Ibs Total Load = 328 Ibs Redundancy = T.L.* Rho = 328 Ibs Total Length = 2.67 ft > Shear(TL/L)= 123 plf ft Ibs (/) ft c plf > Ibs O : ft O Ibs (j ft '= ft-lbs C ft-lbs ._ Ibs ® Ibs OT ;bs (E)| 7 | Per Holdown Schedule - <^M,C &0ttW«, ^ Wind Proj. = Length Left = Wind Proj. = Length Right = ^3>FSClio si vxi = #N;A pif Vxr = #N/A plf OK Load = (Vxl*AI/2) + (Vxr*Ar/2) = #N/A Ibs Additional Load / Load from Above (Ibs) Panel / Frame Length (ft) V Allowable (Ibs) Gridline Load Offset (Blank=0) ----- Strongwall / Hardyframe Wall Lengths L1 2.67 Drift Allowable (in.) i Use: f~*\ Strongw Overturning Calculation IL2 all(s) / Hardyframe(s) Per Plan Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: rota/ Uplift: 2.67 #N/A 9 16 #N;A 308 #N/A #N/A plf Total Additional Load = 0 Ibs Total Load = #N/A Ibs Total Length = 2.67 ft > Shear (TL/L)= 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs ;bs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09191 Calculated By: Soft Sheet #: Date: 6/25/09 Floor N-S Line: B Areas (sqft) Additional Load / Load from Above (Ibs) Wall Length (ft) Use: Q "- ,t' %*^' Seismic Area 1 280 r^ivv-* " Shearwall Design:" - 4 *i--* **/ir -^ >*<•*** v •*• Rho= 1-0 Area 2 Gridline Load Offset (Blank=0) ------ L1 ShearWall Lengths (E) Wall adequate by inspection Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): POL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: fota; Uplift: Vx= 1.2 psf Load = (Vx * T.A./2) = 1 70 Ibs Total Additional Load = 0 Ibs Total Load = 170 Ibs Redundancy = T.L.* Rho = 170 Ibs Total Length = 0.00 ft Shear (TL/L)= #DIV/OI plf ft Ibs ft psf Plf Ibs O :. ft > .... lbs Q ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required Line: B Length (ft) Wind Wind Proj. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load / Load from Above (Ibs) Wall Length (ft) Use: /1\ Gridline Load Offset (Blank=0) ------ L1 Shear Wall Lengths Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall' Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Tofa; Uplift: Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 0.00 ft Shear (TL /L)= 0 pit ft Ibs ft psf Plf ^. Ibs O : ft ^ Ibs =• ft S ft-lbs ft-lbs Ibs Ibs ;DS No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09191 Calculated By: Bob Sheet #: \O Of Date: 6/25/09 .'.fctffSSTJ .•** V Floor E-W Line: • Areas (sqft) Additional Load / Load from Above (Ibs) i - Seismic Area 1 260 - Shearwall Design*-* '*-» n*^l« -%»< „•> * ^ * >«tr\ Rho= 1.0 Area 2 280 Area 3 Gridline Load Offset (Blank=0) ------ Wall Length (ft) L1 5.00 Shear Wall Lengths L2 3.50 L3 Vx = 1 .2 psf Load = (Vx * T.A./2) = 328 Ibs Total Additional Load = 0 Ibs Total Load = 328 Ibs Redundancy = T.L.* Rho = 328 Ibs (3.5:1) Adj. Load = T.L.* (h/2L) = 422 Ibs Use: /T)Overturning CalculationPer Shearwall Schedule (min. req'd) Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Tbfa; Uplift: 5.00 193 9 16 1736 1080 N;A N/A 3.50 135 9 16 1215 529 N/A N/A Total Length = 8.50 ft Shear (TL/L)= 50 plf ft Ibs ,ft ft c ..psf (5 Pif > Ibs O : ft O Ibs o ft -E ft-lbs C ft-lbs .J2:::> ®ibs OT ;ts No Holdowns Required Line: • Length (ft) Wind Wind Proj. = Length Left = Wind Proj. = Length Right = vxi = #N;A pif Vxr = #N/A plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = #N/A Ibs Additional Load / Load from Above (Ibs) Wall Length (ft) Use: /T\ Gridline Load Offset (Blank=0) •----- L1 5.00 ShearWall Lengths L2 3.50 L3 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Tbfa; Uplift: 5.00 #N;A 9 16 #N/A 1080 #N;A #N/A 3.50 #N/A 9 16 #N;A 529 #N;A #N/A Total Additional Load = 0 Ibs Total Load = #N/A Ibs Total Length = 8.50 ft Shear (TL/L)= 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09191 Calculated By: Bob Sheets: 1 |of Date: 6/25/09 - - 'fa* i-1 > -. >-• Shearwall Design:-** **~WT-~? **«,<{£•. -f*^^ - "-'^ Floor E-W Line: 2 Areas (sqft) Additional Load / Load from Above (Ibs) Seismic Area1 280 Rho= 1-0 Area 2 200 Gridline Load Offset (Blank=0) Area 3 ----- Strongwall / Hardyframe Wall Lengths Panel / Frame Length (ft) V Allowable (Ibs) L1 1.00 835 L2 1.00 L3 835 Load = (Vx * T.A./2) = 291 Ibs Total Additional Load = 0 Ibs Total Load = 291 Ibs Redundancy = T.L.* Rho = 291 Ibs Drift Allowable (in.)" | 0.350 1 0.350 i 1 Use: /~*N Overturning Calculation IStrongwall(s) / Hardyframe(s) Per Plan = 835 Panel / Frame Length: Shear Load (Stiffness Ratio): Panel / Frame Height: Panel / Frame Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: Use Holdown #: Line: 2 Length (ft) 1.00 146 9 16 150 1311 88 1631 1631 1.00 146 9 16 150 1311 88 1631 1631 Pit Total Length = 2.00 ft > Shear (TL/L) = 146 plf ft Ibs yj ft C psf QJ plf > Ibs O : ft CD Ibs Q ft '= ft-lbs £ ft-lbs .J2 Ibs » Ibs <" Ibs [~~| | | SSWAB3/4X24 Per Holdown Schedule Wind Wind Pro]. = Length Left = Wind Proj. = Length Right = vxi = #N;A pif vxr = #N;A pif OK Load = (Vxl*AI/2) + (Vxr*Ar/2) = #N/A Ibs Additional Load / Load from Above (Ibs) Gridline Load Offset (B"lahk=6j ----- Strongwall / Hardyframe Wall Lengths Panel / Frame Length (ft) V Allowable (Ibs) L1 1.00 Drift Allowable (in.) 1 Use: /~»\Overturning Calculation 1L2 1.00 L3 Strongwall(s) / Hardyframe(s) Per Plan = Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: rota/ Uplift: 1.00 SN/A 9 16 150 #N;A 88 #N/A #N/A 1.00 #N;A 9 16 150 #N/A 88 *N/A #N/A plf Total Additional Load = 0 Ibs Total Load = #N/A Ibs Total Length = 2.00 ft > Shear (TL/L) = 0 plf ft Ibs ft psf Plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovclaceeng.com JOB_ SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE DATE FOUNDATION DESIGN ALLOWABLE BEARING PRESSURE, q = VSi>L» p$F ("PER DESIGN CONTINUOUS PERIMETER 4 BEARING WALL FOOTINGS: LOCATION: — W,= WIDTH REQ'D= fWj/q x 12; = i CRITERIA; PLF IN USE: - " WIDE X - " DEEP WITH * TOP 4BOTTOM LOCATION: W| = WIDTH REO'D= <H/q x 12; = USE: " WIDE X " DEEP WITH * TOP 4 PLF IN BOTTOM LOCATION: W,= WIDTH REQ'D= (W,/q x 12; = USE: " WIDE X " DEEP WITH * TOP 4 ISOLATED SPREAD FOOTINGS: MARK.- (P-l) P = Arsq'd = P/q x 144 = USE: PER PAD FOOTING SCHEDULE MARK: CF-2; P = AriK1'd = P/q x 144 = USE: PER PAD FOOTING SCHEDULE MARK: (F-3; P= Arsqy = P/q x 144= = USE.- j | PER PAD FOOTING SCHEDULE PLF IN BOTTOM LBS SO IN LBS so IN LBS so IN n ^^ s 2 S TJ OII z z D Q v3 &ngi««. IO ^ g I* 1 ^