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HomeMy WebLinkAbout2281 HILLYER ST; ; CBR2021-0621; PermitPERMIT REPORT Residential Permit Print Date: 12/29/2021 Job Address: 2281 HILLYER ST, CARLSBAD, CA 92008-3874 Permit Type: BLDG-Residential Work Class: Addition Parcel#: 2081615000 Track#: Valuation: $32,544.00 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: (city of Carlsbad Permit No: CBR2021-0621 Status: Closed -Fina led Applied: 03/08/2021 Issued: 05/11/2021 Finaled Close Out: 12/29/2021 Inspector: PBurn Final Inspection: 10/08/2021 Description: DARRACQ: 192 SF ADDITION/LOFT IN-FILL TO CREATE BONUS ROOM// ADD 2ND SET OF EXTERIOR STAIRS Applicant: Property Owner: ARLEN ROPER 1443 PANORAMA RIDGE RD OCEANSIDE, CA 92056-2202 (760) 522-3997 DARRACQ GAIL M LIVING TRUST 05-31-19 2281 HILLYER ST CARLSBAD, CA 92008 FEE PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL STRONG MOTION-RESIDENTIAL SB1473 GREEN BUILDING STATE STANDARDS FEE MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL BUILDING PERMIT FEE ($2000+) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION Total Fees: $831.47 Total Payments To Date: $831.47 Balance Due: AMOUNT $62.00 $208.04 $41.00 $4.23 $2.00 $42.00 $297.20 $175.00 $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 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, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad ~.!-1C---LV RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Dnpo,it Date Job Address 2281 Hillyer 7L, Suite: ___ ~APN: 208-161-50 CT/Project #: __________________ Lot #:. ____ Year Built: _2_0.;..0_0 _______ _ Fire Sprinklers: QvEs0 NO Air Conditioning:Q YES 0 NO BRIEF DESCRIPTION OF WORK: Electrical Panel Upgrade: QYES0 NO As-built plan for a volume space conversion into a new bonus room, and outside second stairs that were added for clients mother to have better fire egress. HOA has approved. Wanting to permit the work now after the fact... Ii] Addition/New: 192 Living SF, ____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? OY ON New Fireplace? OY ON, if yes how many? __ 0Remodel: _____ SF of affected area Is the area a conversion or change of use? OY ON 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ osolar: ___ KW, ___ Modules, Mounted:0Roof 0Ground, Tilt: 0 YON, RMA: OY ON, Batterv:OY ON, Panel Upgrade: OY ON 0 Reroof: ---------------------------------□ Plumbing/Mechanical/Electrical Ii] Only: Other: plus second stairs This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT II] Name: Gail Darracq Name: Arlen Roper -residential bldq desiqner Address: 2281 Hillyer Address: 1443 Panorama Ridge Rd City: Carlsbad State: CA Zip: 92008 Phone: 760 533 4897 City: Oceanside Phone: 760 522 3997 State: CA Zip: 92056 Email: arlenroper@,Qmail.com Email: _...:a:c.r.;..:le:..;.n:..:.r..:.o,::.p..:.e:...,r©:is:o,:..cQccmcca:ci.:.cl...:.co.:..m:..;.;_ _______ _ DESIGN PROFESSIONAL APPLICANT II] CONTRACTOR OF RECORD APPLICANT D Name: Arlen Roper -residential bldg designer Name: TBD Address: _______________ _ Address: __ _,..,.,.,.µ.L;_..:::. ___________ _ City: ________ .State: ___ .Zip: ___ _ City: __ -fi--l,IJ..l..:.,,,..4--_ __ .Zip: ______ _ Phone: ________________ _ Email: arlenroper@gmail.com Phone:_,,..:::._ _______________ _ Email:-"------------------ Architect State License: NIA -----------State License/class: ______ .Bus. License: ____ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build1ng@carlsbadca.gov REV. 08120 •• IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing ith Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under a/ty of perjury one of the following declarations: DI have and will maintain a certificate of consent to self-insure for workers' compensation provided ection 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. __________________ ,,,,-_ _____________________ _ 0 I have and will maintain worker's compensation, as required by Section 3700 of the or Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceC pany Name: ______________________ _ Policy No. ______________________ ,,c._ ______ Expiration Date: ________________ _ D Certificate of Exemption: I certify that in the performance of the 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. WARNI : 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 addi · the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY ANY: I hereby affirm that there is a construction le mg agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ________ _,,,_ ____________ lender's Address: _____________________ _ CONTRACTOR PRINT: _________ SIGN: __________ DATE: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, 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). DI, 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). DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: D•owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. D Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner's behalf. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html. ~ _ OWNER PRINT: ~L Dk1i7c.Ac:v<... SIGN: ~lOU-Y'3/(?UXZ.f«'IV~ DATE:_--"7.....;;;--___ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. 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 OS A permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: Arlen Roper 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build1ng@carlsbadca.gov 2 REV. 08120 • ( Cicyof Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Bulkllna Division 1635 Faraday Avenue 760-602•2719 www.carlsbadca,ac>v OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of Calf/om/a Health and SafetJI Code Section 19815-19829 To: Property Clwnllr An application for construction pennlt(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address 2281 Hillyer St. The City of carlsbad 1•aty") Is provldln1 you with this Owner-Builder Acknowledgment and Verlflcetlon fonn to lnfonn you of the responsibilities and the possible rtslcs associated with typical construction activities Issued In your name as the owner-Builder. The City will not issue a construction permit until you have read and Initialed your understanding of each provision In the Property owner Acknowledgment section below and sl1n the form. An qent of the owner cannot execute this notice unleu you, the property owner, complme the 0Wner'1 Authorized Apnt form and It Is -epted by the City of Carllltad. INSTRUCTIONS: Please read and Initial each statement below to acknowledse your understanding and verification of this Information by slsnature at the bottom of the form. These are very Important construction relatad acknowledgments desl&ned to Inform the property owner of his/her obli1atlons related to the requested pennlt activities. I. 4JJ'I I understand a frequent practice of unlicensed contractors Is to have the property owner obtain an •owner-~ .. bulldln1 pennlt that erroneously Implies that the property owner Is provldln1 his or her own labor and material personally. I, as an owner-Builder, may be held liable and subject to serious financial risk for any Injuries sustained by an unlicensed contractor and his or her employees while worldn1 on my property. My homeowner's Insurance may not provide coverage for those Injuries. I am willfully actlns as an Owner-Builder and am aware of the limits of my Insurance coverap for Injuries to workers on my property. 11. !CM7 I understand buildln1 permits are not required to be signed by property owners unless they are responsible ~ construction and are not hlrin, a licensed contractor to assume this responsibility. Ill. tlJJ I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I ~rotect myself from potential financial risk by hiring a licensed contractor and having the pennlt flied In his or her name Instead of my own. IV. ~ I understand contractors are required by law to be licensed and bonded In Clllfomla and to llstthelr license ; rs on permits and contracts. V. understand If I employ or otherwise engage any persons, other than California llcensed contractors, and tal value of my construction is at least five hundred dollars ($500), lncludlns labor and materials, I may be c sldered an "employer" under state and federal law. 1 REV.08/20 • Owner-Builder Acknowledgement Continued VI, ,::{1;_1 understand If I am considered an •employer" under state and federal law, I must resister with the state "'[P6 federal 1overnment, withhold payroll taxes, provide workers' compensation disability Insurance, and contribute to unemployment compensation for each •employee.• I also understand my failure to abide by these laws may subject me to serious flnandal risk. VII. Bi I understand under Callfomla Contractors' State License Law, an Owner-Builder who builds sln1le-family r~ntial structures cannot le1ally build them with the Intent to offer them for sale, unless all work Is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the wortc Is performed under contract with a licensed general bulldlns contractor. Viii. /h I understand as an Owner-Builder If I sell the property for which this permit Is Issued, I may be held liable f-;;R];,y financial or pe15Dnal Injuries sustained by any subsequent owner(s} which result from any latent constr-Uctlon defects In the workmanship or materials. IX. .rJef I understand I may obtain more Information regardlns my obllptlons as an •employer" from the Internal ~ue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also undentand I may contact the California Contractors' State License Board (CSLB} at 1-IQ0.321-CSLB (27S2} or www.cslb.ca.gov for more Information about licensed contractors. X. J'.2L1 am aware of and consent to an Owner-Builder bulldln1 permit applied for In my name, and understand ~am the party legally and financially responsible for proposed construction activity at the followlns address: XI. £2i....1 asree that, as the party legally and financially responsible for this proposed construction activity, I will abide ~II applicable laws and requirements that 1overn Owner-Builders as well as employers. XII. .ilJJ •1ree to notify the issuer of this form Immediately of any additions, deletion•, or chanses to any of the l~matlon I have provided on this form. Licensed contractors are re1ulated by laws designed to protect the public. If you contract with 50meone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain ■s a result of a complaint. Your only remedy aaalnst unlicensed Contractors may be In civil court. It Is also Important for you to understand that If an unlicensed Contractor or employee of that Individual or firm Is Injured while workln1 on your property, you may be held liable for dama1es. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifylna whether or not th05e contractors are properly licensed and the status of their workers' compensation coveraae. 8't/Ol'tl a building ~rmlt ,an be Issued, this form must be comp~ted, signed by the pro~rty ownH and returned to the City of Carlsbad Bui/ding Dltllslon. I d«/ort under ,-altv o/,-rjuty that I haw ffffl ond u-aN ofthe ln{ormatlon prov/dfil on tlrb[orm and that,,,.,,_ ,_,,,, my authority to sltJn th& form. 15 trw and aJl'J'fft. I om owa,w that,,_. die option to con,ult with legol counul prior to_,,.,, th&,__ and I how _,,,, caruu/Ud-legolcauns,tp,torwlignlng thll/orm or(l/llaw,wa/wdtlrbrl/lhtlnlifln/ngtlrbform _ ,,,._a//ttlal-,/. 3-3-21 Property Owner Name (PRINT) Date 2 REV.08/20 ( Cicyof Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Bulldlna Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.p OWNER'SAUTHORIZED AGENT FORM Only a property own,u, contractor or their authorized agent may 1ubmlt pla111 and appllcat/0111 for bulldlng perm/ts. Ta authorize a third-party agent to sign for a bulldlng p,umlt, the owner'• third party agent must bring t#tls sl(ltlff form, which Identifies the ogent and the owner who s/he Is representing, and far what Jobi s/he may obtain perm/ts. The farm must be completed In Its entirety to be ocupted bY the City far each separatf! permit application. Note: TM /of/owing Owner's Autftotlzed Al,fflt form & -,ulnd to "" complmd by the ,,,,,,,.rty OWMI' ON'/ wh<tn •.t,n,,t111t1 an a,.nt to apply for a COltltllldlon ,,.,,,it on his/Mr ""half. AUJHORIZ6T10N OF AGENT TO At:T ON P8QPERTY OWNER'S BEHALF Excludln1 the Property Owner Aclcnowledtement, the execution of which I understand Is my personal responsibility, I hereby authorize the followlna person(s) to act as my apnt(s) to apply for, sl1n, and fife the documents necessary to obtain an Owner-Builder Permit for my project. Bonus Room addition Scope of Construction Project (or Description of Wortc): _______________ _ Project Location orAddress:_2_2_8_1_H_il_;ly:....e_r_S_t __________ _ Name of Authorized Aaent: _A_r_le_n_R_o_;p_e_r _____ Tel No. _7_6_0_5_2_2_3_9_97 __ Address of AuthorlzedAaent,._1_4_4_._3_P_a_n_o_r:_a_m_a_R_i_d-=g~e_R_d _____ _ Oceanside CA 92056 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above Information and certify Its accuracy. 3-3-21 Data: _____ _ 1 0 " 0 ~" 1• PERMIT INSPECTIO!'t,1 HISTORY fpr (CBR2021-0621) Permit Type: BLDG-Residential Application Date: 03/08/2021 Owner: TRUST DARRACQ GAIL M LIVING TRUST 05-31-19 Work Class: Addition Issue Date: 05/11/2021 Subdivision: CARLSBAD TCT#96-07 KELLY RANCH VILLAGE E Status: Closed -Finaled Expiration Date: 04/06/2022 Address: 2281 HILLYER ST IVR Number: 31940 CARLSBAD, CA 92008-3874 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Wednesday, December 29, 2021 Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (~BR2021-0621) Permit Type: BLDG-Residential Application Date: 03/08/2021 Owner: TRUST DARRACQ GAIL M LIVING TRUST 05-31-19 Work Class: Addition Issue Date: 05/11/2021 Subdivision: CARLSBAD TCT#96-07 KELLY RANCH VILLAGE E Status: Closed -Finaled Expiration Date: 04/06/2022 Address: 2281 HILLYER ST IVR Number: 31940 CARLSBAD, CA 92008-3874 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/10/2021 09/10/2021 BLOG-84 Rough 166195-2021 Failed Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 09/16/2021 09/16/2021 BLDG-84 Rough 166554-2021 Failed Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 10/08/2021 10/08/2021 BLDG-84 Rough 168194-2021 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 BLDG-Final Inspection 168195-2021 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, December 29, 2021 Page 1 of 2 solidforms . . eng1neer1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 evan@solidformseng.com STRUCTURAL CALCULATIONS Darracq Residence 2281 Hillyer Street, Carlsbad, CA 92008 02-22-2021 : Project# 21-034 Table of Contents Design Criteria & Loads ...... .. Gravity Analysis & Design ... . Lateral Analysis & Design ... . Foundation Analysis & Desi, CBR2021-0621 2281 HILLYER ST DARRACQ: 192 SF ADDITION/LOFT IN-FILL TO CREATE BONUS ROOM II ADD OUTSIDE STAIRS TO SECOND STORY 2081615000 3/8/2021 CBR2021-0621 Desiqn 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 DL Wood Flooring Plywood Joists Insulation Drywall Elec./Mech./Misc. Other Total DL LL Residential Deck Total Load solid forms 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-15 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 psf Load 4 4.0 1.5 3.5 1.5 2.5 1.0 0.0 14 60 74 (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) psf 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 Pagel of 4 02/22/21 _JlSf_ 5.0 1.0 1.0 7 psf 10.0 1.0 2.5 1.5 1.0 16 solid forms engineering Page 2 of 4 02/22/21 I Multiple Simple Beam File: Darr8cq -ec:eco- Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 1,1 ,I [)e_scription : Wood Beam Design: FB-1 Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 l.oad Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade : No.2 Fb -Tension Fb -Compr 875.0 psi Fe -Prll 600.0 psi Fv 170.0 psi Ebend-xx 875.0 psi Fe-Perp 625.0 psi Ft 425.0 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: De 0.0160 kif!, Tribe 12.0 ft Unif Load: D e 0.0140, Le 0.040 klft, Tribe 7.50 ft Unif Load: D e 0.0140, Le 0.060 klft, Tribe 2.0 fi Design Summary Max fb/Fb Ratio c fb. Actual: 0.905 · 1 789.58 psf at 872.53 psi +D+L +H 3.000 ft in Span # 1 Fb : Allowable . Load Comb: Max fv/FvRatio::: fv: Actual: Fv : Allowable : Load Comb: 0,384: 1 65.25 psi at 170.00 psi +D+L +H Max Reactions Left Support Right Support (k) Q 1 1.26 1.26 1r 1.00 1.00 Wood Beam Design : FB-2 5.380 ft in Span # 1 yy_ !:! Max oefl"edions Transient Downward Ratio 6,8 6.0 ft 0.049 in 1469 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: 1,300.0 ksi 470.0 ksi Density 31.210 pcf Total Downward Ratio 0.088 in 818 LC: +D+L +H 0.000 in 9999 LC: Total Upward Ratio Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 -------------------- BEAM Size: 2x10, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade : No.2 Fb -Tension Fb -Compr 900.0 psi Fe -Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: De 0.0140, Le 0.060 k/ft, Tribe 2.0 ft Unif Load De 0.010 k/ft, Tribe 3.50 ft Design Summary Max fb/Fb Ratio = fb: Actual: 0.952; 1 942.40 psi at 990.00 psi +D+L+H 4.250 ft in Span# 1 Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv: Allowable . Load Comb: 0.389: 1 70.08 psi at 180.00 psi +D+L+H Max Reactions Left Support Right Support (k) Q 1 1r 0.28 0.51 0.28 0.51 7.735 ft in Span# 1 yy_ !' !:! 8.50 ft Max Deflections Transient Downward Ratio 0.090 in 1139 Transient Upward Ratio LC L Only 0.000 in 9999 LC: 1,600.0 ksi 580.0 ksi Density 31.210pcf Total Downward Ratio 0.139 in 735 LC: +D+L+H 0.000 in 9999 LC: Total Upward Ratio ::.ii FORTE B MEMBER REPORT 2 piece(s) 11 7 /8" TJI® 230 Overall Length: 15' ' Page 3 of t1 02/22/21 0--'--------'--------------'-'------~-'------0 I I 15' [j] All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Oesian Results Actual @ Location Allowed Member Reaction (lbs) 1346 @ 2 1/2" 2970 (3.50") Shear (lbs) 1279 @ 3 1/2" 3310 Moment (Ft-lbs) 3938 @ 7' 1 13/16" 8430 Live Load Defl. (in) 0.099 @ 7' 4 1/8" 0.365 Total Load Defl. (in) 0.230@ 7' 4 7/8" 0.729 TJ-Pror" Rating 61 50 • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. Result LDF Passed (45%) 1.00 Passed (39%) 1.00 Passed (47%) 1.00 Passed (L/999+) Passed (L/760) Passed "" Load: Combination (Pattern) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + LO L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : A5D • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edgem Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-Pro'M Rating include: None. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 -Stud wall -SPF 3.50" 3.50" 1.75" 700 645 1345 Blocking 2 -Stud wall -SPF 3.50" 3.50" 1.75" 625 435 1060 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Lateral Bracing Bracing Intervals Top Edge (Lu) 6' 1" o/c Bottom Edge (Lu) 15' o/c •TJI 101sts are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Comments Vertical Loads Location (Side) Spacing 1" Uniform (PSF) 0 to 15' 16" '" Uniform (PLF) 0 to 4' N/A '" Uniform (PLF) Oto 15' N/A Weverhaeuser Notes Dead Floor Live (0.90) (1.00) Comments 14.0 40.0 Default Load 25.0 70.0 63.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. for current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-l1bra ry. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Evan Coles Solid Forms Engineering (858) 376-7734 A evan@solidformseng.com W1.:ycrlwcuscr 2/19/2021 5:55:42 PM UTC ForteWEB v3.l, Engine: VS.1.5.1, Data: VS.0.1.0 File Name: FJ-1 Page 1 / 1 solidforms engineering NOTE: The additional lateral load to the building is small and therefore the existing lateral system is "ok" by inspection. Additional lateral analysis not required. Foundation Design Concentrated Loads Pad Ftg: Fl q= 1500 psf Page 4 of 4 02/22/21 D( 600 )+Lr( )+L( 600 ) + W( ) + E( ) = 1,200 # Total Load Gov. Load: D+L = 1200 # Factored Load v(144* 1200 / 1500 )= 10.7 " Min. Square Dimension Use: 18 "Sqr. x 12 " Deep EXISTING NON-PERMITTED V.I.F. Loaded: HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Darracq Alt 12/28/2020 System Name Floor Area ExFAU &A/C 2,590 ENGINEERING CHECKS SYSTEM LOAD Number of Svstems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 75,000 Total Room Loads 1,792 37,072 1,957 707 27,591 Total Output (Btuh) 75,000 Return Vented Lighting 0 Cutout IBtuh/saft) 29_0 Return Air Ducts 1,210 1,232 Coolina Svstem Return Fan 0 0 Output per System 60,000 Ventilation 0 0 0 0 0 Total Cutout '8tuh\ 60,000 Supply Fan 0 0 Total Output (Tons) 5_0 Supply Air Ducts 1,210 1,232 Total Output (Btuh/sqft) 23_2 Total Cutout (saft/Ton) 5180 TOTAL SYSTEM LOAD 39,492 1,957 30,054 Air Svstem CFM per System 1,385 HVAC EQUIPMENT SELECTION Airflow fcfm\ 1,385 Existing FAU & A/C 0 58,641 75,000 Airflow (cfm/sqft) 0_53 Airflow (cfm/Ton) 277.0 Outside Air (%) 0.0% Total Adjusted System Output 0 58,641 75,000 Outside Air (cfm/saft) o_oo (Adjusted for Peak Design conditions) Note: values above aiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 34 °F 67 °F 67 °F 105 °F . • i] ~-----r·~, I C . i Outside Air ... -0 cfm Supply Fan Heating Coil 104 °F 1,385 cfm ' II ROOM 67 °F 68 °F ~--r I I ~ I ~ COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 83 I 68 °F 76 I 62 °F 76 I 62 °F 55/54°F • I ~ ~~T I I ~ Outside Air .......... ! 0 cfm Supply Fan Cooling Coil 56/54°F 1,385 cfm II 46.9% ROOM 76 I 62 °F 75 I 62 °F ~ r1 I C I