The URL can be used to link to this page

Home My WebLink About2364 LARIMAR AVE; ; CBR2022-0548; PermitPERMIT REPORT Residential Permit Print Date: 06/22/2022 Job Address: 2364 LARIMAR AVE, CARLSBAD, CA 92009-1719 Permit Type: BLDG-Residential Work Class: Alteration Parcel#: 2132210300 Track#: Valuation: $15,000.00 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: (city of Carlsbad Permit No: CBR2022-0548 Status: Closed -Finaled Applied: 02/22/2022 Issued: 03/18/2022 Finaled Close Out: 06/02/2022 Inspector: Final Inspection: 06/02/2022 Description: REPLACE EXISTING DOORS/WINDOWS WITH NEW FOLDING DOOR SYSTEM AT 2 LOCATIONS Applicant: SCOTT MORTENSEN 3720 OCEANIC WAY, # 203 OCEANSIDE, CA 92056-2653-SAN DIEGO (760) 801-4470 FEE Property Owner: CO-OWNERS WOLTERS GLENN AND HOGENDORP PATRICIA 513 HALSEY AVE SAN JOSE, CA 95128 SB1473-GREEN BUILDING STATE STANDARDS FEE WINDOWS/DOOR -RESIDENTIAL STRONG MOTION -RESIDENTIAL (SMIP) BUILDING PLAN CHECK FEE (manual) Total Fees: $1,022.65 Total Payments To Date: $1,022.65 Contractor: BOONSTRA CONSTRUCTION INC 3720 OCEANIC WAY, # STE 203 OCEANSIDE, CA 92056-2653 (760) 631-2131 Balance Due: AMOUNT $1.00 $618.00 $1.95 $401.70 $0.00 Please take NOTICE that approval of your project includes the "lmposition11 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. 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov 4;:a\ .. 70 \__ City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Est. Value PC Deposit Date 2-22-22 JobAddress ?-3&'1 l.<J/2.1f\'1'JI<_ &:J:E: Unit: _____ APN:. __________ _ CT/Project #: __________________ Lot #: ____ Year Built: _________ _ : 0 New SF : Living SF, ____ Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _ ~emodel: 1/?f/ 4-@.hf affected area Is the area a conversion or change of use? 0 Y~N □ Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ · 0Solar: ___ KW, ___ Modules, Mounted:0Roof0Ground, Tilt: 0Y0 N, RMA: 0Y ON, Battery:OYO N, Panel Upgrade: OY ON Other: PRIMARY APPLICANT PROPERTY OWNER Name: :::Zsvzz::: /1-t'?'?&"'l'IScEf-J Name: Cc~UN-V b'~J..,02. 5' Address: '372c.1 ccert,vu.. J,,,/,ov < $Cle' lt~dress: Z-3bi ?&41rYJf¥i! ~ City: &4E,o,vF, ~ State: CA ilp: 9Z.(.)5f/ City: 9261.ffF'tf State: C: ~ CJ 2.g->6 Phone: z~c 801 --ry z,:;, Phone: foB -6<bo -rz>-3 Email: 2-'"'7:t: C!' Bc:T<izy.fJ7<?ucn<>W',,vt:TEmail: IK,e;,v ~ 6L/.JN ,NL DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: EV.4t\/ G£;us5 Business Name: la?£'"~~ <m:-"Jf!?st: TWM. , ,.-c .• Address: 9'17'1 )"'-'.7i&,::V:Y Vtu,<> /?-0, #z1 '::> Address: ~Z?P 0:S.fft.11!,;-J,/r;>V 51. ' TZo 2c3 City: 5-:t'.".' :0=s-e State: Of Zip:9Z(?1f City: c=~147u· State: u9 · Zip: 92':YSci Phone: 6:F8 · z76 -ZZzo/'. Phone:__.7...,0~<0'------=E'--'<-""'/_-_,_'1-''f--'?'--CI--------- Email: gV/i?'VG 7..:.>t...,p Fv,r?,nsc,vGr .C1..J/?7 Email: ;S;·,-U::: C':' f!,c.r:. aJ:./.>7)18<.J.:. nu,v. NET Architect State license: C::.. Z 7 2 5-6 CSLB license#: '::}¾)\':)C\ Class: __ (2')._. ___ _ Carlsbad Business License# (Required): 9:{X)\ l g d APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I Jgree ro comply with all City ordinances and State laws relating to building construct/on, NAME (PRINT): "fx-~t:} /ic(?rz?vscrJ SIGN: ~ DATE: -z/, u/z "Z 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca f!()v REV. 10/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. {OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the Jo/lowing declarations (CHOOSE ONE): 0 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. PolicyNo. _____________________________________________ _ -Oil- shave and w!II maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of t~e work for which this permit Is issued. My workers' compensatlop [nsura_nce_carrler and pollcy number are: Insurance Company Name: <;;;7~ P-c.(tt/''P: Polley No. Or/..'/.: /J / 2... Expiration Date:~ / Z '£.,L. Z:,r:172 .()R-I 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 becorr,e ._,ubject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage ls 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, ir'lterest and attorney's fees. CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is a construction !ending agency for the performance of the work this permit is issued {Sec. 3097 {i) Civil Code). Lender's Name:. ________________________ Lender's Address:-----------------------~ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans cleuly and accurately show al! existing and proposed buildings, structures, access roads, and ,ni';ties/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially e1dsting detail within these plans Inconsistent with the site plan are r,01 approved for construction and may be required to be altered or removed. The city's approval of the app/lcation is based on the premise that the submitted documents and plans show 1 h~ correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use cf each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All mpco"menu """"' on the pcoperty woce completed m ,ccocd,nce w<th ,11 ceg,lotlon, m ""tence at t~• time of the,c constrnctlon, "°'"' othecw"e noted. · :" NAME {PRINT): >J /;:_,12:.T?:5¥><=!,.., SIGNATURE: ~~s DATE: z~c~'Z... Note: If the person signing above Is an authorized agent for the contr Id I er of authorization on contractor letterhead. -OR- {OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 I, ;is owner of the property or my employees with waBeS as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. /04.4, 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 wo1 k hims.e!f 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). -OR- DI, as owner of the property, am exclusively contractinB 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 i:,ursua;it to the Contractor's license law). -OR-D ! am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason ,-, L..: :-OHl'JI B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. f:), 'ny signature below I acknowledge that, except for my persona! residence in which J must have resided for at least one year prior to completion of the ;,-"!IJPJl'ements covered by this permit, I cannot legaf!y sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed ' 1. r '"'" tc1 ~-/understand that a copy of the applicable law, Section 7044 of the Business and Prof essionsCode, is available upon request when this appi ication is submitted or at the following Web site: http:/ lwww.leginfo.ca.gov/calaw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each bL.ild;ng as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site gradlng,/slte preparation. All ltY·provements existing on the property were completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. li,35 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 2 owner. Email: Building@carlsbadca.gov REV. 10/2 Pl;RMIT INSPECTION HISTORY for (CBR2022-0548) Permit Type: BLDG-Residential Application Date: 02/22/2022 Owner: CO-OWNERS WOLTERS GLENN AND HOGENDORP PATRICIA Work Class: Alteration Issue Date: 03/18/2022 Subdivision: CARLSBAD TCT#02-22 LA COSTA GREENS NEIGHBORHOOD 1.09 Status: Closed -Finaled Expiration Date: 11/07/2022 IVR Number: 38850 Address: 2364 LARIMAR AVE CARLSBAD, CA 92009-1719 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency Status COMMENTS May 11, 2022: 1. Exterior stucco wire lathe, scope of work, for alterations to (4) new/altered window and sliding glass door openings - approved. 2. Interior dry'l"all/type, size, and anchoring schedule -approved. BLDG-18 Exterior Lath/Drywall 182599-2022 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS May 11, 2022 1. Exterior stucco wire lathe, scope of work, for alterations to (4) new/altered window and sliding glass door openings - approved. 2. Interior drywall/type, size, and anchoring schedule -approved. 06/02/2022 06/02/2022 BLDG-Final Inspection 183992-2022 COMMENTS Passed Chris Renfro Wednesday, June 22, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Passed Yes Passed Yes Passed No No No No No Complete Complete Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for {CBR2022-0548) Permit Type: BLDG-Residential Application Date: 02/22/2022 Owner: CO-OWNERS WOLTERS GLENN AND HOGENDORP PATRICIA Work Class: Alteration Issue Date: 03/18/2022 Subdivision: CARLSBAD TCT#02-22 LA COSTA GREENS NEIGHBORHOOD 1.09 Status: Closed -Finaled Expiration Date: 11/07/2022 Address: 2364 LARIMAR AVE IVR Number: 38850 CARLSBAD, CA 92009-1719 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Inspection Date Start Date 05/06/2022 05/09/2022 BLDG-16 Insulation 182283-2022 COMMENTS Passed Tony Alvarado 05/09/2022 05/11/2022 Checklist Item BLDG-Building Deficiency May 7, 2022: 1. Rough Frame combination inspection for inter-alteration, to (4) interior windows, change-out/alteration to new sliding glass doors, per structural engineered plans and detail specifications-approved. 2. Energy thermal insulation, scope of work-approved. BLDG-84 Rough Combo(14,24,34,44) 182282-2022 Passed Tony Alvarado Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS May 7, 2022: 1. Rough Frame combination inspection for inter-alteration, to (4) interior windows, change-out/alteration to new sliding glass doors, per structural engineered plans and detail specifications-approved. 2. Energy thermal insulation, scope of work-approved. May 7, 2022: 1. Rough Frame combination inspection for inter-alteration, to (4) interior windows, change-out/alteration to new sliding glass doors, per structural engineered plans and detail specifications-approved. 05/09/2022 BLDG-14 182205-2022 Passed Tony Alvarado Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency COMMENTS May 7, 2022: inspection for rough frame combination completed on Friday, May 7. 1. Rough Frame combination inspection for inter-alteration, to (4) interior windows, change-out/alteration to new sliding glass doors, per structural engineered plans and detail specifications-approved. 2. Energy thermal insulation, scope of work-approved. 05/11/2022 BLDG-17 Interior Lath/Drywall 182600-2022 Passed Tony Alvarado Wednesday, June 22, 2022 Complete Passed Yes Complete Passed Yes Yes Complete Passed Yes Complete Page 1 of 2 • INTERWEST DATE: 3/14/2022 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBR2022-0548 PROJECT ADDRESS: 2364 Larimar Avenue SET I D APPLICANT D JURIS. PROJECT NAME: Demo existing openings (doors & windows) & replace with new folding doors and fixed vinyl windows. ~ 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 check list transmitted herewith is for the applicant's information. The plans are being held at lnterwest 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 the jurisdiction at: ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person 0 REMARKS: By: Richard Moreno. Phone: 858-345-6435 lnterwest 2/25/2022 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CB-CBR2022-0548 3/ 14/2022Carlsbad CB-CBR2022-0548 3/14/2022 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBR2022-0548 PREPARED BY: Richard Moreno. Phone: 858-345-6435 BUILDING ADDRESS: 2364 Larimar Avenue DATE: 3/14/2022 BUILDING OCCUPANCY: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #NIA 1997 UBC Buildin g Permit Fee-... I 1997 UBC Plan Check Fee .i.l r 7 Type of Review: w Complete Review r Structural Only f-Repetitive Fee r Other .. E==]Hr.@* [--~ Repeats Hourly EsGil Fee $401.707 ~ ~ ~ Comments: In addition to the above fee, an additional fee of$ is due ( hour@ $ /hr.) for the CalGreen review. solidforms . . eng1neer1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 evan@solidformseng.com .. STRUCTURAL CALCULATIONS Wolters Residence 2364 Larimar Ave, Carlsbad, CA 92009 01-19-2022 : Project # 22-017 Table of Contents Design Criteria & Loads .................................................. 1 Gravity Analysis & Design .............................................. 2 > 1--(J ON C0 ON-C'00 ~ 0~ Lt) NNO N~ C'0 N I ..-N N N 0 N ~ cc (.) Design Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: Design Loads Load 1 DL Concrete Tile Roof Plywood Joists Insulation Drywall Electrical/Mech./Misc. Other Total DL LL Residential Roof Total Load Load 3 solidforms engineering 2018 IBC/2019 CBC -ASCE / SE! 7-16 AC! 318-14 [f, = 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 [f, = 1800 psi Type SJ ASTM C476 [f, = 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): HSS Shapes (Rect.): HSS Shapes (Round): Pipe Shapes: All other steel: ASTM A992, High Strength, Low Alloy, F, = SO ksi ASTM AS00, Carbon Steel, F, = 46 ksi ASTM AS00, Carbon Steel, F, = 42 ksi ASTM AS3, Grade B, Carbon Steel, F, = 35 ksi ASTM A36, F, = 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 Inspection. NDS-2018 Soil Classification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure = Coefficient of Friction = psf Load 2 10.0 DL Carpet & Pad Floor 1.5 Plywood 3.5 Joists 1.5 Insulation 2.5 Drywall 1.0 Elec,/Mech./Misc. 0.0 Other 20 Total DL 20 LL Residential Floor 40 Total Load Load 4 (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 @ 16"o.c. 3.5 Misc. 1.5 Other 2.5 Total Load 1.0 0.0 Ext. Wall 1 14 DL Stucco 40 2x4 Studs @ 16"o.c. 54 Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 2 01/19/22 psf 5.0 1.0 1.0 7 psf 10.0 1.0 2.5 1.5 1.0 16 I Multiple Simple Beam LIC#: KW-06015083, Build:20.22.1.12 Descri tion: GRAVITY Wood Beam Design: FH-1 solidforms engineering ··-~folid Forms Engineering Page 2 of 2 01/19/22 Project File: WOLTERS.ec6 .. J (c) ENERCALC INC 1983-2021 BEAM Size: Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 5.25x9.5, Parallam PSL, ~F-ul~ly~U~n~b~,-a-c-e~d--------------- Wood Species : Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending ilevel Truss Joist Wood Grade: Parallam PSL 2.0E Fb -Tension Fb -Compr 2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf 2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0160 k/ft, Trib= 9.0 ft Unif Load: D = 0.020, Lr= 0.020 k/ft, Trib= 12.50 ft Design Summary Max fb/Fb Ratio = fb: Actual: Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: 0.507 · 1 1,804.20 psi at 3,560.31 psi +D+Lr 0.287: 1 103.95 psi at 362.50 psi +D+Lr Q. 1 Max Reactions (k) Left Support Right Support 2.46 b[ 1.50 1.50 2.46 Wood Beam Design : FH-2 6.000 ft in Span# 1 11.240 ft in Span# 1 'fY. ti 12.0 fl Max Deflections Transient Downward Ratio 0.156in 921 LC: Lr Only 0.000 in 9999 LC: Transient Upward Ratio Total Downward Ratio Total Upward Ratio 0.412 in 349 LC: +D+Lr 0.000 in 9999 LC: Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 5.25x11.25, Parallam PSL, Fully ullbraced----------------·--·-·--·--· ·--·--··--·-·---··- Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : iLevel Truss Joist Wood Grade: Parallam PSL 2.0E Fb -Tension Fb -Compr 2900 psi Fe -Prlt 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf 2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 8.50 ft Unif Load: D = 0.0160 k/ft, Trib= 9.0 ft Unit Load: D = 0.020, Lr= 0.020 k/ft, 6.0 to 12.0 ft, Trib= 8.50 ft 1Point: D = 0.70, Lr= 0.70 k@ 6.0 ft Design Summary Max fb/Fb Ratio fb: Actual: Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual· Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.563; 1 1,605.54 psr at 2,850.93 psi +D+L 0.360: 1 104.53 psi at 290.00 psi +D+L Q 1 I.[ 2.29 2.04 0.61 280 2.04 1.12 6.000 ft in Span# 1 11.080ft inSpan#1 .:; 'fY. E ti 12.0 ft Max Deflections Transient Downward Ratio 0.128in 1124 LC: L Only 0.000 in 9999 LC Transient Upward Ratio Total Downward 0.319 in Ratio 450 LC: +D+0.750Lr+0.750L Total Upward Ratio 0.000 in 9999 LC