The URL can be used to link to this page

Home My WebLink About1950 Calle Barcelona; ; CBC2018-0632; Permit(city of Carlsbad Print Date: 05/22/2019 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1950 Calle Barcelona BLDG-Commercial 2550121500 $11,537.76 Commercial Permit Work Class: Tenant Improvement Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Description: LA COSTA GLEN: 312 SF STORAGE SHED IN PARKING LOT Applicant: Owner: Status: Applied: Issued: Permit Fina!ed: Inspector: Final Inspection: Contractor: Permit No: CBC2018-0632 Closed -Finaled 11/13/2018 02/22/2019 PBurn 5/22/2019 9:14:48AM Z-MAN CONSTRUCTION RYAN ROSS! CONTINUING LIFE COMMUNITIES CHC LLC Z-MAN CONSTRUCTION INC 941-960-6900 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) 1940 Levante St CARLSBAD, CA 92009 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MANUAL BUILDING PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODH SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $317.83 Total Payments To Date: $317.83 1441 E Taylor St Vista, CA 92084-3309 760-814-7970 Balance Due: 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 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 limitation has previously otherwise expired. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $132.70 $37.01 $41.00 $63.89 $39.00 $1.00 $3.23 {cicyof Carlsbad V)YY\~l4L... RESIDENTIAh BUILDING PERMIT APPLICATION B-1 Plan Checka:¾;QQ/z{:-0((23-?Z Est. Value :12,Jc0c, - PC Deposit --------- Date _1,...(_--'--1~'3_-~{='i( __ Job Address lq S:o C All C DC:, >t'.eb nc, Suite: ____ APN: __________ _ CT/Project #: __________ Lot#: ____ Fire Sprinklers: yes/ no Air Conditioning: yes I no BRIEF DESCRIPTION OF WORK: __ -..,:.1.:vc.,f'.._,_'f __ <;;,,.,w\_,,\ S""'-'Q.,___..,_1.,Jl,.'..,~-----<F_,_,,7--"::{_2.,_-,_1 .ul IA.,,/,.,9,:s__.,_2_:A,__u:,?::.,~=.,•l\/="l'~- O-,- 0 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? __ D Remodel: ____ SF of affected area Is the area a conversion or change of use ? Yes/ No D Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □ Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: ___________________________________ _ D Plumbing/Mechanical/Electrical Only: ________________________ _ ~Other: ,Jfo< :Sf 5t\:et2 APPLICANT~MARY) O , Name: ~ ::I µn ~o-;,, 5 1 Address: ISS:S' F,.l/i2iA \JA:::< City: V, ':>TA State: C A Zip: 91,()8 L/ Phone: qt{!, 'lbtr 6qou PROPERTY OWNER Name: l-,A. { a'.'%A G Im Address: I g t{ 0 l-,e t1a 11 te -Si City: (Clrf 1 J,,e;_ J State: C4: Zip: Phone: ~ 8 5:2--t,/ 3 Pl "{ Email: Ofovi ef'z-/:!1At,,I (<)•;fl@-"C'TltlftlEmail: ____________________ _ ,.(o,-. DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: _________________ Name: 2 -W\v4<\J (o,tl,;r '2.uL:JiQ/V Address: ________________ Address: 1 ?;,05:: €:,, Lbfc. W-'ly' City: _______ State: __ ,Zip: ____ City: \)14I4 State:C'4 Zip: 'f'Z.u[li Phone: ______________ Phone: :t'IY ?il'-f ']q 7v Email:__________________ Email: ":(G\,IJL? § z -M,..., { Ill/' ,4rad :~,. , < o,.. Architect State License:___________ State License: q I I 082 Bus. License: 12,41459 (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/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.S 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 8-1 Page 1 of 2 Rev, 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: □ 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. / 1 f ' /;Vf/1!,;.,r AJe~<r•'i::>= /11t',c/,t;1<Ct!' )a-; 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)J"'mit is issued. Myworkers'.compensation insurance carrier and policy number are: Insurance CJmpany Name: $ •· C I n/Oe m >1t''t-f .€-t:t-,: Policy No. ?t{po l90 I e, l?(o s::: / ~ i Expiration Date: I Zo / I "l . I I 7 □ 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, CONTRACTOR SIGNATURE: __ <.::.-t:I =tk:t,,11.<~£2~~===----------□AGENT DATE: _t_l.,_/l~l_}.,_,_)~;~g~ Interest and attorney's fees. -~ / / I I ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ 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 contractor(s) licensed pursuant to the Contractor's license Law). □ 1 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. □ 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): S. 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? □ 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? D 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 CllY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSlSAND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CllY tN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over S'O' 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 1f the building or work authorized by such permit is suspended or abandoned at any time after the work 1s commenced for a period of 180 days (Section 106 4.4 Uniform Buildrng Code) / / APPLICANT SIGNATURE: ~ p DATE: / J/ 3 ( L) , 7 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 (v PERMIT INSPECTION HISTORY REPORT (CBC2018-0632) Permit Type: BLDG-Commercial Application Date: 11/13/2018 Owner: CONTINUING LIFE COMMUNITIES CHG LLC Work Class: Tenant Improvement Issue Date: 02/22/2019 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 11/13/2019 Address: 1950 Calle Barcelona Carlsbad, CA 92009-8401 lVR Number: 15334 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Re Inspection Complete 03/27/2019 03/27/2019 BLDG-11 087113-2019 Passed Paul Burnette Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/03/2019 06103/2019 BLDG-14 090701-2019 Failed Paul Burnette Reinspection Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-16 090702-2019 Failed Paul Burnette Reinspection Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/1412019 0S/1412019 BLDG-14 091692-2019 Falled Paul Burnette Reinspectlon Complete FramefSteel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-16 091693-2019 Failed Paul Burnette Reinspectlon Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/17/2019 06/17/2019 BLDG-14 092163-2019 Passed Andy Krogh Complete FramefSteel/Bolting/ Welding (Decks) BLDG-16 092164-2019 Passed Andy Krogh Complete Roof/ReRoof (Patio) 06/22/2019 06/22/2019 BLOG-Final 092638-2019 Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes May 22, 2019 Page 1 of1 DATE: 12/14/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-0632 ✓• EsG1I A SAFEbuilt'Company SET: II PROJECT ADDRESS: 1950 Calle Barcelona PROJECT NAME: Storage Shed for La Costa Glen □ APPLICANT ~RIS ~ 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 yQur 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: Date contacted: Mail Telephone ~ _/')()Telephone#: ('oy(J 'fJ1 Email: Fax In Person ~ REMARKS: 1. Please add the new T1 sheet(city II) to city I (at building department.) 2. City to field verify that the path of travel from the handicapped parking space to the shed area and the bathrooms serving the shed area comply with all the current disabled access requirements. By: David Yao EsGil 12/7/18 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 . {ffi)TUFF SHED. Structural Calculations for Site: La Costa Glen 1950 Calle Barcelona Carlsbad, CA 92009 Project: 12.0' x 26.0' Shed Inv. No. 1279234 Store: 250 -Escondido 2124 W. Mission Rd. Escondido, CA 92029 Engineer: Richard J. Wills, P.E. Tuff Shed Inc. 1777 South Harrison St., Ste. 600 Denver, CO 80210 (303) 753-8833 ext. 96315 RWills@tuffshed.com Date: November 6, 2018 - Page 1 of 8 C,6(.610 Id .. o<o3:) {f))TUFF SHED. DESIGN CRITERIA Building Code: 2016 CBC Seismic Design Category: D Wind Speed: 110 mph Wind Exposure: C Building Specifications Width: 12.0 ft. Length: 26.0 ft. Side Wall Height: 7.69 ft. Stud Size: 2x4 Stud Spacing: 16 in. o.c. Wall Sheathing: 3/8" Smartside Roof Sheathing: 7/16" OSB Wall Wood Species & Grade: HF Stud Wall "A" Overhang: 6.0 in. Wall "B" Overhang: 6.0 in. Wall "C" Overhang: 6.0 in. Wall "D" Overhang: 6.0 in. Foundation: Concrete -Monolithic Foundation with Curb Anchor: J-or L-Bolts Anchor Bolt Diameter: .63 in. Trusses Span: 12.0 ft. Left Overhang: 6.0 in. Right Overhang: 6.0 in. Pitch: 5./12 Lumber: HF #2 Roofing: Composition Shingles Top Chord Live/Snow Load: 20 psf Top Chord Dead Load: 10 psf Bottom Chord Live Load: 0 psf Bottom Chord Dead Load: 10 psf Risk Category: II-Regular Page 2 of 8 iffiTUFF SHED. Page 3 of 8 Header· Wall B Hdrs 1-2 ' Top Chord Uva/Snow Load: 20 psf Top Chord Dead Load: ,o psf Tributary Width= 6.50ft Bottom Chord Live Load: ,,~ Height of wall above Header-1.50 ft. Bottom Chord Dead Load· 10psf Moment= 29,803 in.-lbs Reaction= 1 169 lbs Header Size "'' Header Size: 11/.xS½ LVL Number of Headers· 2 Number of Headefs: 2 Header depth= 7.25 in. Lumber Header depth= 5.50 in. Lumber Total header Wldtfl: 3.0 in. HF#2 Total header width= 3.50 in. LVL 2600Fb Header span,; 8.50 ft Fb= 850 psi Header span= 8.50 fl Fb::a 2600 psi F1:: 525 psi F,: 1555 psi Bending F,= 150 psi Bending F.,.= 285 psi s.== 26.28 cu.in. Fr 405psi S.: 17.65cu.in. For' 750 psi p b:: 1244 psi F0= 1300psi OR Pb= 3203 psi F0: 2510 psi fb:: 1134 psi E= 1,300,000 psi fb:: 1689 psi E= 1,900,000 psi ~= 470,000 psi E-= 965,710 psi Good/No Good? 0.1(. Lumber Factors Good/No Good? O.K. Lumber Factors Co= 1.25 Duration Co" 1.25 Duration Shea, c.= 1.00 Wet Service Shea, c,,.,. 1.00 Wet Service F',.= 188 psi C.= 1.00 Temperature F'." 356 psi C.= 1.00 Temperature f.= 81 psi CL: 0.98 Beam Stability f;= 91 psi CL= 0.99 Beam Stability Good/No Good? O.K. Cf"' 1.20 Size Good/NO Good? 0.1<. Cr 1.00 Size Ci.,= 1.00 Flat Use Ci.,= 1.00 Flat Use Den.-C;= 1.00 Incising Deflection C1= 1.00 Incising E'= 1,300,000 psi C,: 1.00 Repetitive Member E'= 1.900.000 psi C,.= 1.00 Repetitive Member I= 95.270 Cr 1.00 fom, I= 48.526 C,= 1.00 fom, DellecliOfl Ratio= U180 Tl (Ux) LJ2<-0 LL{Ux) Dellectioo Ratio= U180 Tl(Ux) LJ2<-0 LL{Ux) Allowable Deflection= .57 in. .43 in. Allowable Deflection= .57in. .57 in. •· .26 in. . 14in •· .35 in . 18 in Good/NO Good? 0.1(. O.K. Good/No Good? O.K. 0.1(. (ffiTUFFSHEU Trimmer for: HHder. Wall B, Hdrs 1·2 load= 1,169 lbs. wi<fttl:: 3.50 in thickness= 1.50 in. No. of members= 1 Unbraced Length(x)(widlh)= 90.0 in Unbraced Length(y)(thickness)= 6.0 in. Effective Lenglti factor, K.o,,c 1 Effective Length factor, K.i»= 1 c= 0.8 A= 5.25 sq.in. (1/d),= 25.71 (1/d)y= 4.00 e·..,= 440,ooo psi Weak Axis Calculations(y) F<E= 22605.00 F".= 1050.00 F,eF"0= 21.53 1+F.,.,_/f"J2c= 14.08 Cp=0.99 f\:: 1039.97 P-= 5,460 lbs. GO<)(l.-?Jo Good? O.K. HF Stud F11= 675 psi F,= 400 psi f,: 150 psi F,p= 405 psi F0= 800 psi E,,,.,= «o,000 psi Lumb&r Factors Co= 1.25 Duration Ci.= 1.00 Wet Servioe c.= 1.00 CL"' 1.00 c,,= 1.05 C..,= 1.00 C;= 1.00 C,= 1,00 Cr 1.00 Cr 1.00 Strong Axis Calculations (x) FcE= ~.99 P 0= 1050.00 F<EIF"0= 0.52 1+fce/F" J2c= 0.95 Cp= 0.45 F'.= 470.56 P-= 2,470 lbs Good/No Good? O.K. T emperatura Beam Stability Size Flat Use Incising Repetitive Member F•= Buckling Stiffness Trimmer for: ..._der: Wall?, Heir 7 Load= lbs width= 3.50 in thickness= 1.50 in. No. of member'$= 1 Unbraced Length(x)(widlh)= 90.0 in. Unbraced Length(y)(thiclmeu):: 6.0 in Effective Length factor, i<.(.i" 1 Effective lengtl'l lactor, f<.t.i= 1 c= 0.8 A= 5.25 sq.in. (lid)," 25.71 (lid).,= 4.00 E'-= 440,000 psi Weak Axis Q/culations(y) F<f.= 22605.00 f•.:: 1050.00 F<f.lP•= 21.53 1+F<f.lP J2c= 14.08 Cp=0.99 Pc= 1039.97 P-= 5,460 lbs. Good/No Good? O.K. HF Stud F•= 675 psi Fi" 400 ps, F_.= 150 psi F.,.= 405psi fcs 800 psi E,,.,,= 440,000 psi Lumber Fectors Co= 1.25 Duration Cv= 1.00 Wet Service C,= 1.00 c..= 1.00 Cr' 1.05 c..= 1.00 C1= 1.00 C,: 1.00 Cr 1.00 Cr= 1.00 Strong Axis calculations (x) F<f.= 546.99 Pc= 1050.00 F<f./P-•= 0.52 1+F<f./P-.,/2c= 0.95 Cp=0.45 Pc= 470.56 P-= 2,470 lbs. Good/No Good? O.K. Temperatu19 Beam Stability Size Flat U,e Incising Repetitive Member Fo= Budding Stiffness ffi)TUFF SHED. SEISMIC CALCULATIONS Building Code: 2016 CBC Seismic Design Classification: D Site Class: D s.= 1.089 F= 1 Fa= 1.1 R= 6.5 I= 1 p= 1.30 W= 9,551 lbs. S= lbs. Sos= 0.80 V= 1,526 lbs. Figure 22-1 Section 12.14.8.1 Table 11.4-1 Table 12.14-1 Table 11.5-1 20% of snow weight (if applicable) Eq. 12.14-11 Eq. 12.14-11 Page 5 of 8 mTUFFSHEIJ Page 6 of 8 Wind Calculations (MWFRS} Alternate all-heights method Wind Speed, vASO: 85 mph Wind Speed, VuLT: 110 mph Wind Exposure: C Risk Category: II-Regular Roof Angle= 22.62 Gable Wall Span= 12.0 ft. Longitude wan Span= 26.0 ft. ndosure Classification: Enclosed Section 26.10 I<,= 1 Section 26.8.2 K,"' 0.85 Table 27.3-1 t<.i= 0.85 Table 26.6-1 Mean Roof Heiaht= 10.19 ft. c,.. P,.. + Internal -Internal + Internal Pressure -Internal Pressure Windward waN: 0.43 0.73 11.32osf 19.22 osf Leeward waU: -0.51 -0.21 -13.43 osf -5.53 osf Sidewall: -0.66 -0.35 -17.38 osf -9.22 osf Leeward roof: -0.66 -0.35 -17.38 nsf -9.22 osf Windward roof: -0.58 -0.28 -15.27 psf -7.37 osf Wind rallel to roof: -1.09 -0.79 -28.70 psf -20.80 nsf max. Pw.,i= 19.22 psf max. ProoF -28.70 psf VL= 1,175Ibs. Max. longitudinal Shear Vr= 2,546 lbs. Max. Transversial Shear Max. uplift pressure= -10,073 lbs. Max. uplift pressure on the building due to wind on roof Diaphragm Calculations Length (tor shear) Wall A: 12.0 ft. WaH B: 10.0 ft. wa•c: 12.0 ft. Wall D: 26.0ft. Edge Boundary HF/SPF Sheathing• Nail Size Nailing Nailing v-Factor Roof 7/16" OSB 8d 6in. o.c. 12 in. o.c. v= 180.0 plf 167.4 plf 0.93 wa, 3/8" Smartside Bd 6 in. o.c. 12 in. o.c. v= 200.0 ptf 164.0 ptf 0.82 Wall 3/8" Smartside 8d 4 in. o.c. 12 in. o.c. v= 300.0 plf 246.0 ptf 0.82 "Must be Rated sheathing IMnd Seismic v-21>,Jh edge nailing Wall A: 127.3 plf wan A: 44.5 ptf 164.0 pit C0= 1.00 6"o.c. wan B: 70.5 plf WallB: 53.4 plf 128.0 plf C0= 1.00 0.78 6" o.c. Wall C: 127 .3 plf Wall C: 44.5 plf 164.0 ptf C0= 1.00 6"o.c. Wall 0: 27.1 pit wan o: 20.5 pff 164.0 ptf C0= 1.00 6" o.c. Roof= 27. 1 ptf 167.4 pit eTUFFSHED. Fb= 1500 psf Foundation Stem above grade= 6.0 in Foundation Depth= 12.0 in. P,_: 336.9 plf ~= 2.7 in. PL,,..= 1,169 lbs. bit.;."' 112.20 sq.in. Rectangular pad= 3.12 in WallA Min. No. anchof bolls= 2 Width: 12.0 fl. Height= 7.69 fl PwincF 2,546 lbs. P-= 7631bs. WaM Weight= 571.50 lbs. up1;n.....= 692.69 lbs. up1m.-..,: 56.30 lbs. Allowable Sel'Vice, wind: 1 .50 Allowable Service, seismic: 0.19 W■IIC Min. No. anchor bolts= 2 Width= 12.0ft. Height: 7.69 ft P....,,;: 2,546 lbs. P-= 7631bs. Wall Weight= 571.50 lbs. Upl;n.....= 692.69 lbs. up1m-,,.,= 56.30 Jbs Allowable Sefvice, wind: 1.50 Allowable Service seismic: 0.19 Foundation Calculations Min. alloWable bearing pressure Height of foundation from the top of the grade to the top of the foundation/stemwaH Depth of the fo!Jndation from the top of the grade to the bottom of the footing Max. load per foot of wall min. required footing width Maximum point load Min required footing area min. required fooling width Overt.urning Calculations N.G. Hotddowns required. ok. No additional l\olddowns required. Walle Min. No. anchor bolts= 4 Width= 10.0ft. Height= 7.69 ft. P.....r 1,1751bs. P-: 7631bs. Wall Weight= 539.25 lbs. Uplift....r 272.28 lbs. up1m.-..,= 140.84 lbs Allowable Service, wind: 0.14 AlloWable Service, seismic: 0.07 Wall D MIi\. No. anchor bolls= 4 Width= 26.0 ft. Height= 7.69 ft. P.....r 1,1751bs. p-: 7631bs. Watl Weight= 1,277.25 lbs Uplift....r . 0 lbs. Upliff....c= 0 lbs. N.G. Hotddowns required. Allowable Service, wind: 0.12 ok. No addttional holddowns ---ulred. Allowable Service seismic· 0.06 Bulldlng Uplift Wind uplift= -10,073.44 lbs. Min. building weight: 5,730.75 lbs. Page 7 of 8 ok. No acklttlonal holddowns required. ok. No acklttlonal hotddowns required. ok. No acklttlonal holddowns required. ok. No addttlonal holddowns --ulred. Additional min. dead load: .0 lbs. additional dead load due to steel floor, wood base, or other permanent loads.if any, (not incl1Jding foundation) Net uplift: -4,342.69 lbs Total no. of andlor bolls (min.)"' 12 (Does not indude additional holddoWns for overturning of the walls.) Anchor bolt uplift: 34,804.69 lbs. OK. No acklttlonal anchors needed. Mu. Seismic Upllft Seismic uplift= 5,730.75 lbs (0.6--0.14Sos)D+0.7E Total no. of andlor bolts (mm.)"' 12 (Does not include additional holddoWos for overturning of the walls.) Anchor boll uplift: 34,804.69 lbs. OK. No addltlonal ancho~ needed. ~TUFF SHED. Bearing Wall Calculations Axial Load Stud Spacing= 16 in. o.c. Max. Load on wall= 336.9 plf depth= 3.50 in. width= 1.50 in. No. of members= 1 Length (depth)= 87.75 in. Length (width)= 12.0 in. l<eix1"' 2 ~y)= 2 i<as= 0.3 c= 0.8 Load= 449 lbs. A= 5.25 sq.in. (Ud),= 50.14 (1/d)y= 16.00 E'mm= 440,000 psi unbraced length (depth)(x)(in.) unbraced length (width)(y)(in.) effective length factor (x) effective length factor (y) Load per stud Weak Axis Calculations(y) Fee:= 1412.81 F*.,= 1050.00 Fce:IF"c= 1.35 1 +F cE/F* ,!2c= 1.47 Cp= 0.78 F'.,= 821.62 Pa11owa1,1e"' 4,314 lbs. Good/No Good? O.K. Wind Load Wind load per stud= 25.6 plf Moment= 2,056 in.-lbs. Reaction= 94 lbs. Header depth= 3.50 in. Total header width= 1.50 in. Header span= 8.0 ft. Bending Sx= 3.06 cu.in. F'b= 1782 psi fb= 671 psi Good/No Good? O.K. Shear F'v= 240 psi fv= 27 psi Good/No Good? O.K. Combined Bending and Axial Loading Lumber HF Stud Fb= 675 psi F,= 400 psi Fv= 150 psi FcP= 405 psi Fe= 800 psi Em;n= 440,000 psi E= 1,200,000 psi Lumber Factors C0= 1.25 Duration for gravity load CM= 1.00 Wet Service C1= 1.00 Temperature CL= 1.00 Beam Stability CF= 1.05 SizeforFc C1u= 1.00 Flat Use C,= 1.00 C,= 1.15 Cr 1.00 C,.= 1.00 Incising Repetitive Member Fom, Buckling Stiffness (NOS 4.4.2) CF= 1.10 SizeforFb C0= 1.60 Duration for lateral load C,= 1.50 Repetitive Member (wind) Strong Axis CaJculatkms (x) Fe£= 143.85 F*.,= 1050.00 FcE/F\= 0.14 1+FcE/F*,!2c= 0.71 Cp= 0.13 F'c= 139.57 P •l~e= 733 lbs. Good/No Good? O.K. F'c= 178.65 combine allowable compressive stress f.,= 43 psi Combined stress index= 0.59 Good/No Good? O.K. combine compressive stress Page 8 of 8 TRUSS LABEL: T01 DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD SNOW LOAD = 40 PSF TOP CHORD DEAD LOAD= 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: 6'-0" @) 2016 CBC/CRC, 2012 IBC/IRC, 2015 IBC/IRC, 2014 LABC ANSI/TPI 1-2014 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 HEM-FIR GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 16FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES #ESR-1082/LARR #24870. NOTE: RAFTER IS DESIGNED AS A RISK CATEGORY I STRUCTURE (AGRICULTURAL OR MINOR STORAGE FACILITY WITH LOW HAZARD TO HUMAN LIFE) W/ CORRESPONDING LOAD REDUCTIONS. FOR ALL OTHER USE, SITE SPECIFIC DESIGN IS REQUIRED. 6'-5¾" 3X620GA PLATES 1 EACH SIDE 12'-0" 1/4" = 1'-0" 3X420GA PLATES 1 EACH SIDE REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.15 DEFLECTION VERT LL: 0.03 in. VERT TL: 0.04 in. REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -175 LBS. WIND: ASCE 7-10, 130 mph, Exp . .L.=1.60 ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS FO THE LA TEST VERSION OF THE BCSI. Drawn By: DWM Date Drawn: 8/16/201 O Checked By: Date Revised: Scale: 1 /4" = 1 '-0" FRAMING DETAIL 12' RANCH PRO SHED TRUSS