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Home My WebLink About1150 CAPE AIRE LN; ; CBR2020-0407; PermitBuilding Permit Finaled Residential Permit Print Date: 11/10/2022 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1150 CAPE AIRE LN, CARLSBAD, CA 92008-3517 BLDG-Residential Work Class: 2061402500 Track#: $21,208.56 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Alteration Description: OSMOND: 456 SF REMODEL TO UPSTAIRS MASTER BEDROOM Applicant: ANNE PARIZEAU 5304 ONTARIO ST OCEANSIDE, CA 92056-1810 (760) 201-3347 FEE BUILDING PLAN CHECK FEE (BLDG) REMODEL-RESIDENTIAL -OTHER Property Owner: CO-OWNERS OSMOND CHRISTIAN AND KIDD LINDA 1150 CAPE AIRE LN CARLSBAD, CA 92008-3517 SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $639.74 Total Payments To Date: $639.74 {city of Carlsbad Permit No: CBR2020-0407 Status: Closed -Finaled Applied: 02/19/2020 Issued: 11/01/2021 Fina led Close Out: 11/10/2022 Final Inspection: 11/07/2022 INSPECTOR: Kersch, Tim Renfro, Chris Alvarado, Tony AMOUNT $154.98 $481.00 $1.00 $2.76 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 M anager 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 limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov · {'cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Job Address _ _;;!...;..I 5_0_....,Ll=+(><__:._....._ft....l...1l.if....:::e..::::........i,ko::::......;;.i4'--'t'.l..;_~-=---Suite: --- CT /Project#: __________________ Lot#: ___ _ Fire Sprinklers: yes/€) Air Conditioning: yes~ APN: VJ {g -/4 0 ' 25-{)(J Electrical Panel Upgrade: ye56> BRIEF DESCRIPTION OF WORK: ___________________________ _ □ Addition/New: _____ Living SF, ___ Deck SF, ___ Patio SF, ___ Garage SF Is this to create an Accessory Dwelling.Unit? Yes/ No New Fireplace? Yes/ No, if yes how many? __ $l Remodel: Lf"J &? SF of affected area Is the area a conversion or change of use ? Yes/ No 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: -------------------------------------□ Plumbing/Mechanical/Electrical Only: ________________________ _ D Other: __________________________________ _ CT} ~ ' Name: ~f-,l,,-.L.l<..L.M:lo~-__._,~a..:.,..;....;;;.....;.......;..;....;..T-___ _ Address: -""'--'-'a...,.11--_.,.._,,_,_...;;.;..:"---"""",!-....::;...;.._ ____ Address: -&-L...:..l."'--=~....____,'4-l..&...::------'r-:..i...----,,.--~ City: a __...__,..._ : z 077:J City: Ca_ -b-"'-...&.. 17 t1a Phone: :zJd1_2-()l 2._ 2->.!±. Phone: ~S" f2 tf O I 2-1 W Email: tiftNft.e~v--clJ-e J-5ma; /, l (Jrn_ Email: C 05, ty\CJ n.t1 cl C, J Q'.lGt \ I. co tn- CONTRACTOR BUSIN ESS Name: ___________________ _ Address: __________________ _ DESIGN PROFESSIONAL Name: 6 ~ AS ¥fJ 1,W Address: ________________ _ City: _______ State: ___ Zip: ___ _ City: ________ State: ___ Zip: ______ _ Phone: -----------------Phone: __________________ _ Em a ii=----------....--.,,..-------- Architect State License: C f '1 f.o 8 S Email: ___________________ _ State License:. ______ Bus. License: ______ _ (Sec. 7031.S 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/she 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/she 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 a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 1 of 2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. '}lJ I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is is~ My workers' compensation insurance carrier and policy number are: Insurance Company Name: 6 )rn}e dsv½r' .. ca bN'\ ~ ~ Policy No. 'f2 5" q 7'21 -:ioz \ Expiration Date: q LIL /,z..,z_ D 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 be come 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 $100,000.00, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATU•<~ ~ ~ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: □AGENT DATE: I\ /l /7-I □ 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 contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ________ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I 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. I 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): OWNER SIGNATURE: □AGENT DATE: _____ _ ------------------------- CONSTRUCTION LENDING AGENCY, IF ANY: 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: _____________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future 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? D Yes □ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: 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 all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY 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 Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: ~~=..:.i=~:ll........J~~~'-4-~-------DATE:~°'-=-+-' +I _,'j'--a/L-1,J.?)..r::i.....:::~- 1635 Faraday Ave Carlsbad, CA 92008 8-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY for (CBR2020-0407) Permit Type: BLDG-Residential Work Class: Alteration Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date Thursday, November 10, 2022 Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Application Date: 02/19/2020 Owner: CO-OWNERS OSMOND CHRISTIAN AND KIDD LINDA Issue Date: 11/01/2021 Subdivision: CAPE AIRE ESTS Expiration Date: 04/18/2023 Address: 1150 CAPE AIRE LN CARLSBAD, CA 92008-3517 IVR Number: 24928 Inspection No. Inspection Primary Inspector Status COMMENTS Reinspection Inspection Passed Yes Yes Yes Yes Page 2 of 2 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2020-0407) Permit Type: BLDG-Residential Application Date: 02/19/2020 Owner: CO-OWNERS OSMOND CHRISTIAN AND KIDD LINDA Work Class: Alteration Issue Date: 11/01/2021 Subdivision: CAPE AIRE ESTS Status: Closed -Finaled Expiration Date: 04/18/2023 Address: 1150 CAPE AIRE LN IVR Number: 24928 CARLSBAD, CA 92008-3517 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 05/26/2022 05/26/2022 BLDG-13 Shear 183650-2022 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/14/2022 06/14/2022 BLDG-84 Rough 184811-2022 Passed Tim Kersch Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 06/17/2022 06/17/2022 BLDG-16 Insulation 185130-2022 Passed Tony Alvarado Complete 07/05/2022 07/05/2022 BLDG-17 Interior 186253-2022 Passed Tony Alvarado Complete Lath/Drywall 07/19/2022 07/19/2022 BLDG-27 Shower 187165-2022 Passed Tony Alvarado Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Hot mop, shower pans for master Yes bathroom remodel area -approved. 07/20/2022 07/20/2022 BLDG-17 Interior 187258-2022 Passed Tony Alvarado Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency July 20, 2022: master bathroom remodel Yes area, interior expand iUdimpled lath inspection for shower stall area-approved. 10/20/2022 10/20/2022 BLDG-33 Service 194536-2022 Passed Tim Kersch Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/07/2022 11/07/2022 BLDG-Final Inspection 195951-2022 Passed Tony Alvarado Complete Thursday, November 10, 2022 Page 1 of 2 ✓• EsG1I DATE: 3/13/2020 JURISDICTION: Carlsbad PLAN CHECK#.: cbR2020-0407 PROJECT ADDRESS: 1150 Cape Aire Ln. SET I PROJECT NAME: Interior Remodel for Osmond Residence ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: ae\zP (bY(Jt:;i ) Email: Mail Telephone Fax In Person 0 REMARKS By: Richard Moreno EsGil 2/21/2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad cbR2020-0407 3/13/2020 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Richard Moreno BUILDING ADDRESS: 1150 Cape Aire Ln. BUILDING OCCUPANCY: PLAN CHECK#.: cbR2020-0407 DATE: 3/13/2020 BUILDING AREA Valuation PORTION ( Sq. Fl.) Multiplier remodel 456 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 UBC Bu1ldin g Permit Fee .... 1997 UBC Plan Check Fee -;-1 Type of Review: [J Complete Review D Repetitive Fee ..,.I Repeats □ Other D Hourly EsGil Fee Reg. VALUE Mod. D Structural Only Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) 21,209 21,209 $143.67[ is due ( hour@ Sheet 1 of 1 . . solidforms . . eng1neer1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 eva n@sol idformseng. com STRUCTURAL CALCULATIONS Osmend Residence 1150 Cape Aire Ln, Carlsbad, CA 92008 02-13-2020 : Project # 20-035 Table of Contents Design Criteria & Loads .................................................. 1 Gravity Analysis & Design .............................................. 2 Lateral Analysis & Design .............................................. 3-5 > 1--0 Design Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: 015,lg_n LQ.ads Load 1 DL Asphalt Shingle Roof Plywood Joists Insulation Drywall Electrical/Mech./Misc. Other Total DL LL Residential Roof Total Load Load 3 DL iTile & Mortar Plywood Joists Insulation Drywall Elec./Mech./Misc. Other Total DL LL Residential Deck Total Load solidforms engineering 2018 IBC/2019 CBC -ASCE / SEI 7-16 ACI 318-14 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)] TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d] ASTM C270 [fc = 1800 psi Type SJ ASTM C476 [fc = 2000 psi] ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Bars & Larger] AISC 360-16, 15th Edition W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi HSS Shapes (Rect.): ASTM AS00, Carbon Steel, Fy = 46 ksi HSS Shapes (Round): ASTM AS00, Carbon Steel, Fy = 42 ksi Pipe Shapes: ASTM A53, Grade B, Carbon Steel, Fy = 35 ksi All other steel: ASTM A36, Fy = 36 ksi A307 / A325-N / A490-N (Single Plate Shear Conn.) E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars) Shop welding to be done in an approved fabricator's shop. Field welding to have continuous Special Inspe<On, NDS-15 Soil Classification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure = Coefficient of Friction = esf Load 2 4.0 DL carpet & Pad Floor 1.5 Plywood 3.5 Joists 1.5 Insulation 2.5 Drywall 1.0 Elec./Mech./Misc. 0.0 Other 14 Total DL 20 LL Residential Floor 34 Total Load sf Load 4 24.0 1.5 3.5 1.5 2.5 1.0 0.0 34 60 94 ,.,, (SW, SP, SM, SC, GM, & GC) 1500 psf (Table 1806.2) 150 psf/ft (Table 1806.2) 30 psf/ft (Table 1610.1) 60 psf/ft (Table 1610.1) 0.25 (Table 1806.2) sf Int. Wall 4.0 DL Drywall 1.5 2x4 Studs @ 16110.c. 3.5 Misc. 1.5 Other 2.5 Total Load 1.0 0.0 Ext. Wall 1 14 DL Stucco 40 2x4 Studs @ 16110.c. 54 Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 5 02/13/20 esf s.o 1.0 1.0 7 esf 10.0 1.0 2.5 1.5 1.0 16 Description : ROOF GRAVITY Wood Beam Design: RH-1 solidforms engineering Page 2 of 5 02/13/20 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Douglas Fir -Larch Wood Grade : No.2 Wood Species : Fb -Tension Fb-Compr 900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 12.0 ft Point: D = 0.40, Lr = 0.50 k @ 1.250 ft Design Summary Max fb/Fb Ratio = fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb : 0.400; 1 581.24 psi at 1,452.40 psi +D+Lr+H 0.315: 1 70.80 psi at 225.00 psi +D+Lr+H 1.320 ft in Span # 1 0.000 ft in Span # 1 4x8 4 .0 ft 1600 ksi 580 ksi Density 31.21 pcf Max Reactions (k) Left Support Right Support 0. L Lr 0.82 0.64 .s. Y:i E l:i Max eflections Transient Downward 0.013 in Total Downward 0.023 in 2080 >240 0.62 0.47 Ratio Transient Upward Ratio 3649 >360 Ratio LC: Lr Only 0.000in 9999 LC: Total Upward Ratio LC: +D+Lr+H 0.000 in 9999 LC: Seismic Design solidforms engineering Page 3 of 5 02/13/20 Design Variables Base Shear Calculation (ASCE 7-16 Sec. 12.8 & Supplement 2) Latitude:;:: 33.15 (12.8-2) V=CsW Cs :;:: Sos*I/R Longitude:;:: -117.33 Site Class:;:: D (12.8-3) for TSTL: 501 *1/(RT) Occupancy:;:: II Where: Cs max. :;:: forT>TL: So1*TL*I/(RT2) Table 1.5-1 (12.8-4) Seis. Category :;:: D Table 11.6-1 & 2 I :;:: 1.0 Tables 1-1 & 11.5-1 (12.8-5) Where: Cs min. :;:: for s,<o.6:0.044505I c::0.01 R:;:: 6.5 Table 12.2-1 (12.8-6) for S1.?0.6: 0.551*1/R Ss:;:: 1.134 Section 11.4.1 51 = 0.465 Section 11.4.1 DL Area Len. Fa= 1.200 Table 11.4·1 Material (psf) (ft2) (ft) Fv = 1.835 Table 11.4-2 Load 1 14 870 SMs = Ss*Fa = 1.361 .__ (11.4-1) (I) (I) 0. > SMl = S1*Fv = 0.853 (11.4-2) 0. (I) Ext. Wall 1 16 120 :::, ...J 505 = 2/3*5Ms = 0.907 (11.4-3) Int. Wall 7 100 501 = 2/3*5Ml = 0.569 (11.4-4) 870 All other structural systems Table 12.8·2 Ct= 0.02 w Load 1 14 800 Table 12.8-2 > (I) x= 0.75 Table 12.8-2 ...J Load 2 14 865 .... TL= 8 Figure 22-15 (I) Load 3 34 165 3: Ta= Ct*hn' = 0.189 (12.8-7) 0 Ext. Wall 1 16 180 ...J T =Ta= 0.189 Section 12.8.2 Int. Wall 7 80 1830 hn = 20.0 Section 12.8.2.1 Cs= 0.140 Section 12.8.1.1 k = 1 Section 12.8.3 Cd:;:: 4 Table 12.2·1 lla = hsx* 0.025 Table 12.12-1 Vertical Distribution of Forces & Allowable Elastic Drift {ASCE 7-16, Sec. 12.8.3 & 12.8.6) Level Wx hx h/ Wxhx k fx fx (psf) % P ~xe allow. Upper Level 24.0 20.0 20.0 479 5.2 5.9 64% Yes 0.750 Lower Level 56.2 10.0 10.0 562 6.0 3.3 100% Yes 0.750 80.2 1041 11 9 Level Forces (ASCE 7-16, Sec. 12.10.1.1) Level Wx IWx fx Ifx fpx Fex (ASD) Where: Roof 24.0 24.0 5.2 5.2 5.2 3.6 Fm1n. = 0.21SosW, Lower Level 56.2 80.2 6.0 11.2 10.2 7.1 Fmax. = 0.4ISosWx 80.2 11.2 :;:: :;:: :;:: Ht. (ft) 9 9 9 9 0.140 0.463 Max. 0.04 Min, Above w (kips) (kips) 12.2 8.6 3.2 24.0 11.2 12.1 5.6 8.6 + 13.0 3.2 + 2.5 56.2 Where: ~xe allow. = lla *I/Cd (Section 12.8.6) p : Redundancy Check Required if story shear is > 35% of base shear (Section 12.3.4.2) WindDesian solidforms engineering Page 4 of 5 02/13/20 Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2 Design Variables Occupancy = Iw1nd = Basic Wind Speed (mph)= Exposure Category = Topographic Kzt = Width (ft) = Length (ft) = Roof Pitch Eave Ht. (ft) = Ridge Ht. (ft) = Mean Roof Ht {ft) = >.= 9= AKztl = 2a (ft) = Min. Design Load (psf) = II Table 1.5-1 1. 00 Tables 1.5-2 110 Figure 26.5-lA B Section 26.7.3 1 Section 26.8.2 23.0 Transverse 37.0 Longitudinal 4 : 12 20.0 23.8 21.9 1 Figure 28.6-1 18.4 1.0 7.4 Figure 28.6-1 Note 9 16.0 Section 28.4.4 .,.,,..... .... ..., ,,,,,. ')>,,....., .,,.,, s .,, ....... ~,,,,." ,,..,,,.,,.,,.@ JJJ) ft ®', "", AJ lttfl})j' ,, ff:(l!'!' ,._ ) ..... .::.1 ,,..-" ,,.-, ..,,,. ,,,."" ) -· -~-Trenav• -r -- Longltudunal Ps = AKztlp530 (28.6-1) Note: (-) Horiz. Pressures shall be zero. Horiz. Press. Vert. Press. Overhangs (psf) A B C D E F G H ECH GCH Transverse 25.8 -7.3 17.2 -4.1 -23.1 -15.7 -16.0 -12.0 -32.3 -25.3 Longitudinal 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 tIIiiiIIiI I Transverse f f f f f f f f ~ Zone Ps Area Force (k) Total (k) V.nlc:al A 25.8 148 3.8 i ---------------------------------r I ______ '!,d_ B 0.0 28 0.0 14.0 -r Rid~ C 17.2 592 10.2 e-helg D 0.0 113 0 height Min. 16.0 882 14.1 14.1 Width, W • Wind prMeur•• ere In paf E -23.1 85 -2.0 "8..,_ wind~ ie , ... lhen uro (0), u .. 0 for dealgn. F -15.7 85 -1.3 -12.s G -16.0 340 -5.4 Transverse Governing Design Force: 14.1 kips H -12.0 340 -4.1 Transverse Tributary Area: 882 ft2 Min. -16.0 851 -13.6 -13.6 Transverse Governing Design Pressure: 16.0 psf Longitudinal 1iiiiiiiii}ffffffffft Zone Ps Area Force (k) Total (k) Vertical A 19.2 157 3.0 ~ 11/.W##MhWH&HL&#M&,HHMJ ~+ B 7.4 C 12.7 347 4.4 D Min. 16.0 504 8.1 8.1 L/2· •U2· Wind prenur11a ■re In par E -23.1 137 -3.2 F -13.1 137 -1.8 -12.s G -16.0 289 -4.6 Longitudinal Governing Design Force: 8.1 kips H -10.1 289 -2.9 Longitudinal Tributary Area: 504 ft2 Min. -16.0 851 -13.6 -13.6 Longitudinal Governing Design Pressure: 16.0 psf solidforms Page 5 of 5 02/13/20 engineering Lateral Design UpJ>!!rLevel N-5 Line: Seis. Area (tt2) = 870 Shear Line Len.Tot. (ft) = 10.5 Wind Relative to Ridge = Parallel Wind Lengths: Left Right 41 = Vert.Trib Height (ft) = 10.0 L., = Dist to Adj Gridline (ft) = l 22,0 Shear Above: Line= - V'XAfxJve (Seis/Wind) = -- %TMb. of Load = VxAbv.TMb. (Seis/Wind) = A p = 1.0 Sos= 0.907 Plate Ht. (ft) = 9 Lwall Tot. (ft) = - -- See Perforated Shearwall Cales on Following Pages Perforated Shear Wall Analvsis - - Perforated Shearwall Seis. Wind Strength Design Seis. Force: F, = 5,9 psf Maximum Wind Pressure: P, = 16.0 psf Vx5e1s(ASDJ = Area/2*F,*p*0.7 = 1803 xWlnd = LH*Lw/2*P,*0.6 = V lbs 1056 lbs lbs 'i>I, (Above) = Vx Total .= 1803 1056 lbs -0 Wood Framed Shear Walls with Openings (SEAOC Design Manual Vol. II) Gov. Grid Line: Upper Level A Force: Seismic = Sos = 0.9072 Uniformly Distributed Resisting DL = 1803 lbs 282 plf Wall Dimensions (ft) W1 W2 W3 Window .---~---,,-------,-----, 3 2 10.5 I .. Hl = 1 H2 = 4 H3 = 3 15.5 ft Max Shear= Overturning Moment = 349 plf 14422 lbs*ft 1Resist. Overturning Moment = 16023 lbs*ft Resulting Uplift Force = (103) lbs Header Strap Tension = 349 lbs Sill Strap Tension = 194 lbs No Holdown Required CS16 Strap CS16 Strap 'Resisting Moment OL Is reduced by 0.6-0.14*Sos for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) 20% 11% Vert. Shear Force Above Header 1 349 1 .-----,Header Strap Tensio-n __ V(lb) =I 116 I I 349 I I 989 Shear (bove o1enin~ v (plf) =I 39 I 349 LJLl Horiz. Force @ Openiµ.g......__, v (lb> = 1 465 I wru .-----, Shear @ Opening .-----, v (plf) =I 155 I I 127 Vert. Shear Force Below Sill T (lb)= 1 582 I V (lb) =I 271 Sill rrap TeTion I 194 1 1144 Shear Below Sill V (plf) =I 90 I 194 I 109 Vert. Shear Force T (lb) =I 930 I I -930