Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1110 BUENA VISTA WAY; ; CBR2019-3379; Permit
PERMIT REPORT Residential Permit Print Date: 04/11/2022 Job Address: 1110 BUENA VISTA WAY, CARLSBAD, CA 92008-1449 Permit Type: BLDG-Residential Work Class: Addition Parcel#: 1551603700 Track#: Valuation: $45,595.50 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: Description: BENARDINO: 269 SF ADDITION FOR NEW BED/BATH// REMODEL LAUNDRY Applicant: JOHN BENARDINO 13567 CHACO CT SAN DIEGO, CA 92129-4443 (858) 275-3318 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION STRONG MOTION-RESIDENTIAL 581473 GREEN BUILDING STATE STANDARDS FEE MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM Total Fees: $1,275.61 Total Payments To Date: $1,275.61 (city of Carlsbad Permit No: CBR2019-3379 Status: Closed -Finaled Applied: 11/26/2019 Issued: 01/21/2020 Fina led Close Out: 04/11/2022 Inspector: Final Inspection: Balance Due: MColl 01/31/2022 AMOUNT $380.40 $266.28 $62.00 $41.00 $175.00 $5.93 $2.00 $42.00 $246.00 $55.00 $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 (cicyof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check CiJK2Q 19-3~ 19 Est. Value us ,Soil e ~ PC Deposit-.-------- Date ll -llo _ ,q Job Address // i O 12Ut.Jl n V ,9t:j (1~ Suite: ___ APN: _______ _ CT/Project#:. __________________ Lot#: ___ _ Fire Sprinklers: yes/ no Air Conditioning: yes/ no Electrical Panel Upgrade: yes/ no BRIEF DESCRIPTION oF woRK: --1-R....!.l@......,,."". ""'w""'·"'". ,.,,a.....J__:to.!...!,,...,'----lCQ:LL..>....Ji::,,<=:.""-4 n__,c-"\""'u.:,..'P __ \.L:\U,.\ eJ...o-\-l,<Ch-4---__ _ ~ -J ~/New: 2.u,C\ 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 □ 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: __________________________ _ D Other: --------------------------------------- APPLICANT {PRIMARY CONTACT) -~ , PROPERTY OWNER Name: Dd.::b1e-+Sdv1 .u<,ma;l ,m Name:_---'.[.,..,:..c,Gu,·,_(Y¥',_,,._✓<-,/--------- Address: !?J'5((,? C.,fuc.ti (:l--Address: ______________ _ City:$('.!i') Qi§¥) StateCf?= Zip: 9 ol l;).c-1 City: _________ .State: __ .Zip: ___ _ Phone: 53 55$' ~']S-.33 f8'. Phone: _______________ _ Email=cj aha ben cu~d i Gt-$tyna' I ' C QO'.)Email: ------------------ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: _________________ _ Name: ___________________ _ Address: ________________ _ Address: __________________ _ City: ________ State: ___ ,Zip: ____ _ City: ________ State: ___ .Zip: ______ _ Phone: _________________ _ Phone: ___________________ _ Email: _________________ _ Email: ___________________ _ Architect State License: ___________ _ State License: ______ Bus. License: ______ _ (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 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more thon 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. D 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 issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ______________________ _ Policy No. _______________ Expiration Date: __________ _ □ 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 SIGNATURE: __________________ □AGENT DATE: _____ _ ( 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 ot1e year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ~, 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). □ 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 ave contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): OWNER SIGNATURE: --'f"d,1-----------------LJAGENT DATE: I/ LI /z_o 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). 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? □ 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, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CllY IN 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 day fro 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 of 180 (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: -----lbii'...__ __________ DATE: ---'-',l l('-"1-.---'--( ~I f_._i -- 1635 Faraday Ave Carlsbad, CA 9 008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY for (CBR2019-3379) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 11/26/2019 Owner: Issue Date: 01/21/2020 Subdivision: SUNNY SLOPE TRACT Expiration Date: 04/21/2022 IVR Number: 23378 Address: 1110 BUENA VISTA WAY CARLSBAD, CA 92008-1449 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status Checklist Item COMMENTS BLDG-Building Deficiency Complete nail off & caulking 05/21/2020 05/21/2020 BLDG-18 Exterior Lath/Drywall 128211-2020 Passed Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS 5/21/20 Complete nail off & caulking 01/31/2022 01/31/2022 BLDG-Final Inspection 175609-2022 Passed Monday, April 11, 2022 Checklist Item BLOG-Plumbing Final BLOG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed No Michael Collins Complete Passed Yes No Tony Alvarado Complete Passed Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2019-3379) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 11/26/2019 Issue Date: 01/21/2020 Expiration Date: 04/21/2022 IVR Number: 23378 Owner: Subdivision: SUNNY SLOPE TRACT Address: 1110 BUENA VISTA WAY CARLSBAD, CA 92008-1449 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 04/06/2020 04/08/2020 04/14/2020 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS See back of card for corrections. Add mechanical connectors at 4 x 4 posts to header connections. Need spray foam insulation at top and bottom plate penetrations, around doors and windows, add foam insulation to hotlines, support ABS DWV at mid span, support every 4 feet on ABS horizontally 04/06/2020 BLDG-84 Rough Combo(14,24,34,44) 124149-2020 Partial Pass Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency Corrections completed from previous rough combo inspection, Need gas line rough pipe and pressure test inspection on furnace, water heater and stovetop. BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 04/08/2020 BLDG-16 Insulation Checklist Item 124319-2020 COMMENTS BLDG-Building Deficiency BLDG-23 Gas/TesURepalrs Checklist Item 124320-2020 COMMENTS BLDG-Building Deficiency 04/14/2020 BLDG-17 Interior Lath/Drywall Checklist Item 124689-2020 COMMENTS BLDG-Building Deficiency BLDG-18 Exterior Lath/Drywall 124690-2020 Passed Chris Renfro Passed Chris Renfro Passed Michael Collins Failed Michael Collins Monday, April 11, 2022 Passed No No No No No Reinspection Incomplete Passed Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Page 2 of 3 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBR2019-3379) Permit Type: BLDG-Residential Application Date: 11/26/2019 Owner: Work Class: Addition Issue Date: 01/21/2020 Subdivision: SUNNY SLOPE TRACT Status: Closed -Finaled Expiration Date: 04/21/2022 Address: 1110 BUENA VISTA WAY IVR Number: 23378 CARLSBAD, CA 92008-1449 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/28/2020 01/28/2020 BLDG-SW-Pre-Con 117683-2020 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLOG-Building Deficiency Met with contractor on site. Discussed Yes SWFP. 01/30/2020 01/30/2020 BLDG-11 117858-2020 Passed Michael Collins Complete F ou ndatlon/Ftg/P ie rs (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency See note on card for soils compaction Yes report 02124/2020 0212412020 BLDG-14 120314-2020 Passed Michael Collins Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLOG-Building Deficiency Sub floor frame Yes BLDG-21 120315-2020 Passed Michael Collins Complete Underground/U nderflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Below floor waste to POC Yes 03/17/2020 03/17/2020 BLDG-13 Shear 122407-2020 Passed Tony Alvarado Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency March 17, 2020 -sheer panels/nailing and Yes seismic holddown scope of work Per plan- approved. BLDG-15 Roof/ReRoof 122406-2020 Passed Tony Alvarado Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency March 17, 2020 -roof sheeting nailing Yes inspection scope of work-approved. 03/31/2020 03/31/2020 BLDG-84 Rough 12364 7-2020 Failed Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Monday, April 11, 2022 Page 1 of 3 www.carlsbadca.QQY C_nryof Carlsbad RECF:IVED JAN 21 2020 CITY Ot C/'.rLSbAD BUILDlt~G D!V!SION SPECIAL.INSPECTION AGREEIIENT B-45 Dcvc/oemcot S,rvlcu ...... DMaion 1615 f1niday A11enue 760«)2-2719 --~ llltMa■1•1ee--Clll■lll■r17alltt--C sen11. ...... c.-.. , ............. ~ ..... 11Nftwll ........... d ,..._.....,1 ... 11•1 ,■-1•nt11!11 C ~a■n■•• • ,WW--., Project/Pennlt: CBR2019-3379 Pro;.ctAddress· 1110 BUENA VISTA WY A. nes MC1ION..,..,. C09LETID ll'f THE P1101" Mh OWl•t!AU1HONIDO aOENT. Ptee• meek d )'OU ant Ownef-&lkSer ~ (lf)'OUc:h■cud •--~you.---~ a... e °' .. ...-..).h . N-: (Pl-"'"l 0-oba J?e.t::xard I NO L:-~ r) h ,. ~ -~, "--'I 9 Ma...,...._ I ?ro (D '7 1..,-µu. 0\ ~ 1 5'l n 'stf' ~01.;;iq em.,.C£bo9 beoa cd r f\C\@cf1<J t l .corm-:5-33Jg I am: ~ Owner ~ Own■r'a AQa1( of Record UArchtecl of Record YEngines of Record State of Caifoma Re{IIMI .... I Numtw; ___________ Expaat.o,, Dela: ______ _ AGRE!lffNT: I. hi undanNgned, deci■nt und■r penely of perjwy la1der ht .... of ht state of CaWomla, lhal I h-react undenltand. adu'4 ladge and promiM to compfy Witt! the City of Cart■bad ~ for ■pecal lnapedion■• alwdullll obHfvttlcx1&. cxntWCllan fflM8rial■ IN1iflg and off-alt■ fabtlcllion of buldlng ClOfflPOI ... • pr'NCribed In ti. atatament of specllll i11■pedlo111 noe.d on the appnwed plans Md. • ~ by 118 Calbnia Bulding Cod■. '&gnal.1~ -< Dale: / -,;;2 f -:2 0 B. CONTRACT01t'9 ITATEIIENT OF RESPONIHNUTY (07 cec. Ch 17. Section 1706). Ttw HCbon must be completed by the contractor/ build■f / owner-builder. Contractor III Company Name: _______________ Pl-•ci-. • ~ -<>-• eu-te< ;( Name:(Pt-pnnl) oohn BeoacdiN~ MaHinghtdreu: I ?/S(i'~ r~. ~h ~ Cfr_ q;;tf~CJ em.,:cTDhn. benard LCTL@~il .co~-~d;tr]s-33f 8' stat■ of Califon. ContrllciM'11 Lice,_ Nwnber: ________ Exi,-ation Dale: _____ _ • I acknowledge and. am aware, of apec:al requiNtmenta con1ained '" the stat■mant of speaal lnspectlon1 noted on the approwd pla,a: • I ackl'l<JIWtedge that conlrol wil be exarciHd to obt11111 conformanc=-with the conslruction document. approved by the ooildlng official: • 1 IMII have an-p&ace proceduns fat eurciaing control Within our (the contractor's) organiZltbOn, for Iha method and frwquency d .-.parting and Iha dlelribu1ion of Iha F9p011a. and • I oef1lfy that I wll hllWI a qualllMI pwaon within our (ht conlnidor'·•) organuaUon lo ueraae ■uc:t, control. • , .,..,...., •,..., ,..,,,,,..,1n CQffllllflcp..,, c;ac fecaoo rlP4nrrl PdPc.,,..,..,,... amt irMPIG-L PACIFIC CONSTRUCTION INSPECTIONS, INC. DCl""r'\nn 12308 Fronsac Street Tel. (61 9) 778 4219 """''' San Diego, CA 92131 Email. Pacificinsp20@yahoo.com IJOBNo.'' .. ~'-'•''-' uvr1, I CERTIFIED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT STEEL ASSEMBLY O SPRAY-APPLI ED FI REPROOFING WHICH REQUIRED APPROVA L BY □ PRE-STRESSED CONCRETE 0 REINFORCED GYPSUt• (cJ OT~R / __ ,;" __ ! ______ THE SPECIAL IN SPECTOR OF 0 REINFORCED MASONRY □ DEEP FouNDATION 1ty of __ aF[s»..atl/ :-;., ___ JOB ADDRESS :, // 1 BUILDING PERMIT NUMBER PLAN FILE NUMBER II /0 I, vi" f/1-t. "\ t../tA. / ,, JA?l /y-.. 3? l APR O 7 t 1· J O~R OR PROJECT NAME c1 /1;/~ / ARCHITECT ~/'//111 11) // ,.,/1 DI Ill nu..ir-'"'" ,.,... -•. CONSTR. MATL. (TYPE. GRADE. ETC) I DESIGN STRENGTH SOURCE OF MFGR ENGIN#" /_. ;I:: --·--.. ,_,~, .. DESCRIBE MATL (MIX DESIGN, RE-BAR GRADE & MFGR. WELD-ROD, ETC) GENA CONTRACTOR , w/1 1'1' //3'0'/,/c r'/ . CONTR. DOING REPORTED WORK LAB. RECEMNG & TESTING CONSTR. MATL SAMPLES INSPECTION ARRIVAL TIME. DETAILED REPORT LOCATION OF WORK INSPECT£0, TUT SAMPLES TAKEN, WORK REJECT£0,J08 PROBLEMS, PROGRESS, REMARKS, ETC DATE DEPARTURE TIME. OF WORK INSPECTED INCLUOES INF-ORMAT10N ABO\lf · AMOUNTS Of MATERIAL Pl.ACED Of\ WORK PU<fOf\ME(>. NUMB(A. TYPU IOENT. NO'S OF TEST SAM Pl.ES TAKEN. STRUCT. / CONNECTlONS (WELDS MADE H.T. 80LTS TOAOUEO) CHECKED; ETC /3v (~ ,,,... tr'/ . / /,//•; ~//~ //i_,//'} c::; ~ ' I JI ('' ,....,,,, ,,,, -fr } / -~I X .5 ,, I /"' .I I .,, //,_r ) ' I / /~Tc-/v dr'/ t"'7c 5 7-:..-. /;/ /4✓/,, //' 7" l ,I ./// p'/4, 72.: £ 0 /7"£ ~ / r-011 L.,J&// [J/ /' e.y / 17 /// ~ 5Y;/Vc °/{// <, /-lt:J /r'" > J.-1 /'/ ( I )I (_,, 1'l ,0 /' / o/ I /~( c/r>ct//t"'c r--r I ./1~ //;11 'l / -y""" CL :1"r-/ j / ,/1 /,---✓-:; 0/ I 11 i // 5 ;? c' (' I ~I/' ~1 ,/, r?/l/· , , . ; { - ~ / I ') / I . --//I/"/,"'/ , t5Y/ ) INSPECTOR (PRINT OR TYPE) I , SIGNATURE: ,// l_// /z :r~r-, .. 1 7 -'> r.,JJ 1 7 ? /zcc .// &-/. // </ v.,,. DATE SIGNED: t CERTIFICATE NO. CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering pin Ion or project control. ✓• EsG1I DATE: January 16, 2020 JURISDICTION: Carlsbad tPPLICANT / JURIS. PLAN CHECK#.: CBR2019-3379 SET II PROJECT ADDRESS: 1110 Buena Vista Way PROJECT NAME: Addition to Bernardino Residence □ □ □ □ □ ~ □ ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 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. EsGil staff did advise the applicant that the plan check has been completed. Person contacted· Telephone#: Date contacted: 1{lb/2V (by:S/Vl Email: Mail Telephone Fax In Person REMARKS: Engineer of Record to complete the attached C~I Inspection form. By: Abe Doliente Enclosures: v'f EsGil 1/3/20 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: December 7, 2019 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2019-3379 ✓• EsG1I A SAF~built Cornpnny SET: I PROJECT ADDRESS: 1110 Buena Vista Way PROJECT NAME: Addition to Bernardino Residence □ APPLICANT D JURIS. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Debbie & John Bernardino 0 EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Debbie & John Bernardino Telephone#: 858-275-3318 Date contacted: Mail Telephone 0 REMARKS: By: Abe Doliente EsGil (by: ) Email: johnbernardino@gmail.com Fax In Person Enclosures: 11/27/19 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBR2019-3379 December 7, 2019 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2019-3379 JURISDICTION: Carlsbad PROJECT ADDRESS: 1110 Buena Vista Way FLOOR AREA: Addition -269 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 7, 2019 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/27/19 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBR2019-3379 December 7, 2019 Please make all corrections, as requested in the correction list. Submit THREE sets of plans for residential project). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. 2. Plans shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2016 California Residential Code, which adopts the 2015 IRC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1. Revise the notes shown under the Building Department Notices on sheet T1 .0 of the plans. 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." FIRE PROTECTION 5. Please indicate on the plans whether the existing residence has a fire sprinkler system installed. If so, then provide a note stating that any additions/alterations will be provided with an automatic residential fire sprinkler system. Section R313.2. Carlsbad CBR2019-3379 December 7, 2019 6. Note on the plans that existing smoke alarms and carbon monoxide alarms will be field verified by the City Building Inspector. GENERAL RESIDENTIAL REQUIREMENTS 7. Sleeping rooms shall have a window or exterior door for emergency escape. Section R310. Revise window 2 shown for the new bedroom to comply with this requirement. a) Windows must have an openable area of at least 5.7 square feet, with the minimum openable width 20" and the minimum openable height 24". FOUNDATION REQUIREMENTS 8. Show minimum underfloor access of 16" x 24". Section R408.4. 9. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. One such opening shall be within 3' of each corner of the building. Section R408.1. STRUCTURAL 10. Show 4 X 8 header for the opening along grid line 1 as called out on pagae 8 of the structural calculations. Refer to sheet S1 of the plans. 11. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 12. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). CBC Section 107.3.4.1. 13. The plans indicate that special inspection will be provided (CBC Chapter 17 and Section 107.2). Please complete the attached City Special Inspection form. 14. On sheet S0.1, delete the references to the City of San Diego (2 locations at the bottom right corner of the sheet). The project is in the City of Carlsbad. ELECTRICAL 15. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) b) Weather resistant type for receptacles installed in damp or wet locations (outside). Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(A): Kitchens, laundry areas, family, living, bedrooms, dining, halls, etc. Carlsbad CBR2019-3379 December 7, 2019 PLUMBING 16. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). 17. Specify on the plans: Water conserving fixtures: New water closets shall use no more than 1.28 gallons of water per flush, kitchen faucets may not exceed 1.8 GPM, lavatories are limited to 1.2 GPM, and showerheads may not exceed 1.8 GPM of flow. CPC Sections 407, 408, 411, 412. Delete notes 4 & 6 under Building Department Notes on sheet T1 .0 of the plans. 18. Specify on the plans whether the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. Revise the note on sheet A2.1, the second to the last paragraph on the right hand side of the sheet to comply with this. RESIDENTIAL GREEN BUILDING STANDARDS In addition to the notes already shown on the plans, revise or include the following to comply with the current code. 19. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm@80 psi Lavatory faucets 1.2 gpm @ 60 psi1 Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.25 gallons per cycle 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Carlsbad CBR2019-3379 December 7, 2019 20. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section 4.303.1.3.2. 21. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 22. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ENERGY CONSERVATION 23. When replacing or modifying the mechanical system: If applicable. o If more than 40' of new ductwork is installed in unconditioned space, HERS inspection is required for both existing and new duct sealing. o Replacement of mechanical equipment (air handler, condensing unit of an air conditioner or heat pump, cooling or heating coil, or the furnace heat exchanger) requires HERS inspection. o Note: The CF1 R-AL T-HVAC form may be submitted at the final inspection, it is not required at initial plan submittal. MISCELLANEOUS 24. Recheck the keynotes 6, 7, and 8 on sheet A2.1. these are referenced on the wrong spot. Refer to the proposed main residence roof plan. 25. Revise the sheet index to show all the drawings submitted 26. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 27. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ Carlsbad CBR2019-3379 December 7, 2019 28. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Error! Reference source not found. at EsGil. Thank you. Carlsbad CBR2019-3379 December 7, 2019 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente PLAN CHECK#.: CBR2019-3379 DATE: December 7, 2019 BUILDING ADDRESS: 1110 Buena Vista Way BUILDING OCCUPANCY: R3 BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb ii in r ; 1997UBCBu d gPemtFee r i:u .~;1, AREA Valuation ( Sq. Ft.) Multiplier 269 169.50 By Ordinance ''"'•·-" • 1997 USC Plan Check Fee • Type of Review: Complete Review □ Other Reg. VALUE Mod. □ Structural Only D Repetitive Fee . .., Repeats 0 Hourly EsGilFee 1------1,Hr. @ • Comments: ($) 45,596 45,596 Sheet 1 of 1 STRUCTURAL CALCULATIONS PROJECT i?E:RNARt?IN0 Rf51t?E:NCE: At7171flON S T R U C T U R A L E N G I N E E R S, LLP W/ PlAN CHrCK Rr5PON5r512-25-19 DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: 2700 PSI _______ PSI MASONRY: GRADE "N" CONCRETE BLOCK F' M = MORTAR: TYPE S 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE: WIND FORCE: 110, E:XP, 1? DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL = 16 ROOF LIVE LOAD SLOPING FLAT 20 FLAT GRADE 40: GRADE 60 #4 AND LESS (U.O.N.) #5 AND LARGER #2 #2 STUD OR BETTER REPORT BY: N/ A -Cl?C MINIMUM REPORT NO.: ____ _ FLOOR DEAD LOAD FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL = INT. 14 FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY SOIL PRESSURE: 21 40 PSF 60 PSF (U.O.N.) 100 PSF l700P5P - WALL DEAD LOAD(.) INTERIOR EXTERIOR 10 PSF 16 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way. Job No. 19-B0B Designed By Date 5J5 11-09-19 14288 Danielson Street • Suite 200 • Poway, CA 92064-8819 • (858) 679-8989 • Fax (858) 679-8959 _ '1 'J_-T a (.)LJi II II Original Calculations For Reference Only fi~Ao-6l:_-- l -s (_;,-GI {fa:;:: 1~{_3t-; .I --a._::::> \I i;.,,, ........ c> f ..r J-1.Ax SPAr--> -s ~ ' lv.:: c=;,4( 1-~~) V-:-'J. I (., (V\-$ 72,,4 D(2.e(p .g1---. ( 11 Ax $.Pi\~--;;: 5 1 w::= 0(_~~) LJ> g\D M = /ol"? CD 3'7B l ::s 6' 'J;;. f7 1-:D ":>r-=;i ~, 4>'8 7-,.--,;;:-3~ ;t,{5~ 7ol4 /411 e. <:: -fL1 Z/2 ,~ ?> /v-.-.t-1.c> g (V )17~ ~ '> /2' \J <= /1-? I~ /061"" < ~2-A·-- fl a -= 1 "3 7 <:::>lo -r~ j1 tf..~.,:;.¾-,4 /~1 IL.--? 1-1' 76 4 L\TC · Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: 1110 Buena Vista Way, Carlsbad, CA 92008, USA 33.16911 320000001 , -117.34633759999997 ft 2019-11-09T20:05:31.337Z Seismic ASCE7-10 Risk Category: II Site Class: D MCER Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 0 2 4 6 8 Period (s) Basic Parameters Name Value Description Ss 1.142 MCER ground motion (period=0.2s) S1 0.438 MCER ground motion (period=1 .0s) SMs 1.191 Site-modified spectral acceleration value SM1 0.684 Site-modified spectral acceleration value Sos 0.794 Numeric seismic design value at 0.2s SA So1 0.456 Numeric seismic design value at 1.0s SA •Additional Information Name soc Value D 1.043 1.562 Description Seismic design category Site amplification factor at 0.2s Site amplification factor at 1.0s ' Way Buena Vista Way Go<" gle Map , Report a map error Design Horizontal Response Spectrum Sa(g) 0.60 0.40 0.20 0.00 0 2 4 6 8 Period (s) G:Rs 0.947 Coefficient of risk (0.2s) CR1 0.998 Coefficient of risk ( 1. Os) PGA 0.45 MCEG peak ground acceleration FPGA 1.05 Site amplification factor at PGA PGAM 0.473 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.142 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.206 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.51 Factored deterministic acceleration value (0.2s) S1RT 0.438 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.439 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.61 Factored deterministic acceleration value (1.0s) PGAd 0.579 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. MWFRS Wind Loads Job No: I HTK ASCE 7-10 Designer: /"'-.. I Enclosed & Partially Enclosed Low Rise Buildings Checker: ,:, RUCTUMAL E NG INEERS, LLP Notes: Date: 11/14/2019 Basic Parameters Risk Category II Table 1.5-1 Basic Wind Speed, V 110 mph Figure 26.5-lA Wind Directionality Factor, Kd 0.85 Table 26.6-1 Exposure Category B Section 26. 7 Topographic Factor, K" 1.00 Section 26.8 Enclosure Classification Enclosed Section 26.10 Internal Pressure Coefficient, GCP1 +/-0.18 Table 26.11-1 Pressure Coefficients Roof Slope 4 /12 18.4 degrees Wall External Pressure Coefficient, GCP, 0.516 Table 28.4-1, Surface 1 Roof External Pressure Coefficient, GCP, -0.69 Table 28.4-1, Surface 2 Roof External Pressure Coefficient, GCpt -0.468 Table 28.4-1, Surface 3 Wall External Pressure Coefficient, GCP, -0.415 Table 28.4-1, Surface 4 Structure Pressure Summarlr'. {Add Internal Pressure g,GCP1 or gbGCP1 as Necessarlll Walls Roofs Comp & Cladding Height, z K, q, Windward Leeward Total*0.6 Windward Leeward Total*0.6 ;>,. P0•1*0.6 15 ft 0.70 18.4 psf 12.8 psf -11.0 psf 14.3 psf -16.0 psf -11.0 psf -1.0 psf 1 14.3 psf 20 ft 0.70 18.4 psf 12.8 psf -11.0 psf 14.3 psf -16.0 psf -11.0 psf -1.0 psf 1 14.3 psf 25 ft 0.70 18.4 psf 12.8 psf -11.0 psf 14.3 psf -16.0 psf -11.0 psf -1.0 psf 1 14.3 psf 30 ft 0.70 18.4 psf 12.8 psf -11.0 psf 14.3 psf -16.0 psf -11.0 psf -1.0 psf 1 14.3 psf 40 ft 0.76 20.0 psf 13.9 psf -11.9 psf 1S.5 psf -17.4 psf -11.9 psf -1.0 psf 1.09 15.6 psf 50 ft 0.81 21.3 psf 14.8 psf -12.7 psf 16.5 psf -18.6 psf -12.7 psf -1.1 psf 1.16 16.6 psf 60 ft 0.85 22.4 psf 15.6 psf -13.3 psf 17.3 psf -19.5 psf -13.3 psf -1.2 psf 1.22 17.4 psf (Roof area can be ignored if total pressure is negative) Page 1 of 1 Project lnform■t1on Code: 0eo1..,or: Client: Project Bernardino WollUne: Ulltl i~ 1121 lbf 2.~~ hal 3.~ft ho! h..,, 8.00ft hbl L..., 10.80ft Loi 1. Hold-down forces: H = Vh..JL,,.., 2. Unit lhe■r ■bove+ b.,ow openln1 First opening: val• vbl • H/(hal+hbl) • 3. Tot■f bound■ry force ■bove + below openln11 First opening: 01 • val x (Lol) • 4. Comer fore• Fl • Ol(Ll)/(Ll+L2) • F2 • Ol(L2)/(Lltl2) • 5. Tributary len,th of openinp Tl• (Ll'Lol)/(Ll+ll) • T2 • (L2'Lo1)/(ll+L2) • O,eck SUmmorv of SheorVolu• for One Openln, Une 1: vcl(hal+hbl)+vl(hol)•H7 Une 2: val(hal+hbl)-vcl(hahhbl)-Vl(hol)-<17 Une 3: vc2(hal+hbl)+V2(hol)•H7 lleq. Sh•thln1 Copoclty t-- 48 19_ 7 3 ~lplfb~f _, Req. st,.p Force t------, Req. HD fo<ce (H_~_830 __ 1b_f~ Date! 11/14/2019 Lollltl U lltl C J c J J c J '-Ito She■r W■II C.kulltlon V■ri■bl• OpeninR I Wall Pier Aspect Ratio I Adi. Factor 1.33 ft Pl•hol/Ll• 1.25 I N/A 3.00ft P2•hol/L2• 0.88 N/A 3.67 ft 5.00ft 8301bf 6. Unit lh•r beside openln1 VI • (V/L)(Ll•Tl)/1.l • 193 plf V2 • (V/L)(T2+L2)/L2 • 193plf lf>6 plf Check v1•u+V2'L2•V7 lUl lbf 01C 7. Reslltlnce to comer forces 8301bf Rl • \/I"ll • 464 lbf R2 • V2'L2 • 6571bf 344 lbf a. Dlff•e,,ce come, force+ re1ilt■nce 487 lbf Rl-Fl• 120 1bf RH2• 170 lbf 2.07 It 9. Unit theu In comer zones 2.93 It vcl • (Rl-Fl)/Ll • 50 plf vc2 • (R2-F2)/L2 • 50 plf ... ~ . ! ! ! 251 S80 8301bf 830 251 S80 0 251 580 8301bf Design Summary 4-Term Deflection 0.U8 in. 3-Torm Deflection 0.1S1 in. 4-Term Story Drift" 0.00S" 3•Tem, Story Drtft" 0.006" ., ... , SeeP ... 3 APA Dbd almer TM lr,fo,mooon COMOtl'llt'O MMn Is ht~ /or""~ os • rnoutrt" to Oki In rN sMor won dtt!slgn bosff on MA -TPttt lf9nttrH WOOd A.Jsodobon's tad"9 ottd ~ of WOOO-/romrd stwor woll s,stf'ffl «slo,11 utflufr,g rM /o,tt UOM/tf °'°""" opttN"'1f (FTAO) m~tJtodolotW N~ »A. ttOr In ffll'mbrtr ffl0f'lfl/«tvtt'1i ffiOiW °"' ~-upqsud Of' lmpllfll~ OI MSc.me °"" Jt'fOI l'loOUlt)' OI IW'SJ)OMI~ Jo, rM «aM'1ICY td<, .....,uamon o/ MCVor rr/ffTff« ro 09fniortf, /rndmfpi condt.tJionl, or fttOfflfMtldlfflOfJS ktdlldrd ,,. r1'lll eolt:uknor C'onsutr )'OC#'" l«d )umdlctiott 0t dtsJffl p,ro/tuiOffllll to OS-Jen comp,ltoff« Wffl'I coor, ~ Of'ld ~ ~mts kalus~ APA ltttn no COMrOI ow, quat,ry of wo,tm~ or tlW condfbOflr ....,. wNffl; ~,tfllltlNffd wood prQIIU(1J: ,n &IHC(. " mnnor OCffSI( ,npo,uliWJUy of p,rodutt ~ fK dn-,rtl GS OCTUOl'1tGmrruttH e2t1UM A-THC ENGINUR£D WOOOASSOC1i4TION ·AU. RIGHTS RfSERV£D ·AN'ICOl"fWG. MOOJnCAnc:Mt. OG1JNIWl'JON.. OROTHCR USE OF THIS NIJUCATIONOTHCR THANAS CXJ'RESSlf AUTHORa.m ar »A IS MOHI/Jfr£D ff THC U.S. CXJl'YRIGHT LAWS. P~Ject Information Cod•: Cllont: Pro)oct: Bernardino WollUne: Sheer w,a Deflectlon C1lcul1tlon V■rt■bles Sheathins: Plywood 3/8 APA Rated Sheathinc Sheathing Material Performance Category Grade Gt Override GaOveride Four-Term Equation Deflection Check Sheathing: : Na~ ..... Vwe,,aJl'I E h: : A Gt : : Nail Spacing: Vn : : • b HD Capacity: HD Deft fl = Bvh3 + vh + 0 75h + d !J.. EAb Gt . 8• • b Pier 1-l Pier 1-R Pier 2-l 3/8 3/8 3/8 Bdcommon Sdcommon 8dcommon 193 193 193 276 276 276 UOE•06 l.6(E♦()6 l.60E•06 8.00 433 4.33 16.S 16.5 165 25,000 25,000 2S,OOO 6 6 6 138 138 138 0.0110 0.0110 0.0110 2.40 2.40 3.40 500 500 500 0 0 0 Chedt Totol Deflection of Woll System Pier l (left) Tenm l I Term 2 I Tenm 3 Bending Shea, Fastener 0.018 I 0.088 I 0.066 Sum Pier 2 (left) Term l I Term 2 I Term 3 !lending Shear Fastener 0.002 I 0.048 I 0036 Sum Wood End Post Values: Species: Dfl Stud E: 1.6<EHl6 (psi) Qty Stud Size Dimensions:~ 2lc6 A: 16.5 (in. 2) A Olerride: (in.') (Equation 23-2) Pier 2-R 3/8 Sdcommon 193 276 1.60E♦06 8.00 16.5 25,000 6 138 0.0110 3.40 500 0 ( ( ( ( ( ( ( ( ( ( ( ( plf) plf) psi) It) in.') lbf/in.) in.) plf) in.) It) lbf) in ) Pier I (right) Term 4 Tenm l I Term 2 I Term3 HD-I Bendins Shear Fastener 0.000 0.003 I 0.048 I 0.036 0.172 Sum Pier 2 (right) Term 4 lerm 1 I Term 2 I Term 3 HD-I !lending Shear Fastener 0.000 0.013 I O.Cll8 I 0.066 0.085 Sum APA Obdalmer Nail Type: Na! Spacing: HD (apacity: HD Deflection: Term 4 HD 2 0.000 0,086 Term 4 HD-2 0.000 0.167 Date: 11/14/2019 8dcommon Pier l 6 500 0 (penny weight) Pier 2 6 500 0 Total Deft. 1::~~ r,n,) 0.U8 (in.) '----"o"'.00""'"53;.... _ _,'lldrift Tht hflom,ooo,t tottr.ofnfll Mmn u ~ /« ~ o, o mourn ro okl In vw Jhftw won onlo,t Med on APA -TM ltttllrtttttd Wood Assoocrno,,'s radng ond Ainowledpt of wood-Jromnl stt«or WOii mwn dnlfJI' ur.flulnorM/Offf uonsJnot04llttl...,,.,tten (1TAO)mffl'OdolOQY Nfflhtt:r»A.. t'IOf"lts m,mHrmOIH,f/OCNrers, mHt any ""'°"'°"'1, n,,tflJHorlmphH,, orossCMne on,~ tioOilir,ortnpomlOiltfrfortlw ocnncy uSit, ~ r,f, OtN(/or ~,rrtttt to~-fitttltf'lfP, ~. or ,wom,nf'fWIODOrm WJUdff 1ft ttru ~ Conulf ,._, lot:ol ~ o, _,,... profftJJoMI ro 11:u'" tompl-,,« wfdJ todlr, ~ ono ~ ~nm,ma a«owu-APA hOs "° COlfUOI ow, ~f)' ef WOttmonsllip or the concfdolw loftda Wftk'ft "911'N'rd wooo ,rOtN<U orr ~ n aMnOf ~ m110MiOi"'1 of pil'OdUCf pvfotmo,t,tt or Oftlffl$ os om.tOff)t t'Ol'tSDWfed e201, ,.,A -TH( ENGINfERCD WOOO ASSOCM TfON • AU lf:IGHTS RESCRKD • ANY COf'YIVG. MOO.-KAJJOH. OtSTRIIHJTION. (M O'F11CR USC Of nus Mnl{J('ATION OTHCR THAN AS CJCIIMSSJ.Y AUTHORIZED er MA ts MOHIBllUJ er THC U.S. OOl'YRICHT LAWS. P,.;,ject Information Code: Oesl1ner: Client: Project Bernardino Woll Une: Three~Tenn Equation Oeflectk>n Check Sheathing Nail VWfflll:h E h A : : Ga b HD Capacity HDDefl : 8vh3 vh M 0sw = EAb + 1000G. + T Pier 1-L Pier 1-R Pier 2-L 3/8 3/8 3/8 8dcommon 8dcommon 8d common 193 193 193 276 276 276 l.60E+06 l.60E +-06 1.60[♦06 8.00 4.33 4.33 16.5 16.S 16.S 12.0 12.0 12.0 2.40 2.40 3.40 500 500 500 0 0 0 Check Total Deflection of Woll System Pier 1 (left) Term 1 I Term 2 Term 3 Bending Shear Fastener 0.018 I 0.184 0.000 Sum 0.202 Pier 2 (left) Term 1 I Term 2 Term 3 Bending Shear Fastener 0.002 I 0.100 0.000 Sum 0.102 (4.3-1) Pier 2-R 3/8 8d common 193 276 l.60E+-06 8.00 16.S 12.0 3.40 500 0 Term 1 Bendif6 0.003 Term 1 Bendif6 0.013 I I I I I plf) ( plf) ( psi) ( ft) ( ( (in.') kips/in.) ft) ( lbf) I in.) Pier 1 (right) Term 2 Shear 0.100 Sum Pier 2 (right) Term 2 Shear 0.184 Sum Term 3 Fastener 0.000 0.102 Term 3 Fastener 0.000 0.197 Total Dell. 0.151 (in.) 0.0063 %drift Dote: 11/14/2019 Comment: The 3-term equation is calibrated to be approximatelv equal to 4-term equation at 1.4.ASD capacity. APA 01.sdalmer Tlw fr,fom,oriott C'Offroirtftl M~iffiJ ilrltndrd/Mus,os 0~ ro old In CM sNtKwol,dtsign bot~MAPA -TM btf/tnttrrd WoodAssoriotJon's r~On,gond.tnowfe-OQlie' o/wooti-fromltd1MorWOII S)'Jttffl dalgn udlllln, CM/Oltt rrom,Je-rOtVUndoprning,: frTAO) m,~ N,tthttAPA. notlu mNtNrmomtorn.tJTf'I., mo.Won, wonumy, oprnsftlorlmpliK o,os.sume-attrlr,go/ hotlllryorrnf'O(l1.fblllry/oruwCJCCUl'OtJ'., us«., opplk:ar#on of, Otttl/orrrfrrrntt rooplnioni,fiNJings, tonduskw, orrtt0mmetldcrr1ons: indudrrdln tlNs colcuillfor Com&M'I' ,oc,locotJumdtct'ionor*slgnpro/~nl«tol to o,s-cn-oompllora wlrhcodt, C'OftST.n.CtiOII. Oltd Pff/onnotttt rrqufmnma kcouH APA has no COftt10I owr QflOl1ry of wcrimonshfp or m, condirions unov-WfNr:h mginttrrd wood ~OOUttJ ~ us~ Ir connoc ot:c~Pf rrspon1Jbiffty of proOrJa ~,fOt'mon« « OtslgM as «ruollycomrrucrnt e 20Jl»A-THC CNGIN££R£D WOOOASSOCMTION ·ALL RIGHTS RESERVfD ·AN'f<XJl'YING. MODIFICATION. OIS'TRIBUTKJN. OROTHCR USC M THIS NBUCAT10NOTH£R THANAS l.Xl'RlSStl' AUTHORaco BY »A IS MOH181TEO ar TH.f U.S. COl'VRIGHT LAWS. 0 I 0 I .-i .-i - i=--. i,,_ = i:: I·. D Lll CT) ....., c:, (',J LL -~ 0 L.) w w Cl C: -- -. - 0 7. A.LIO <o =-rr cc -· enc,~ -·""' •. » ,..,. ~ ~ u.. 0 >-_. f----::) u cc 25-0-0 Al D ~AG 500# ----=' ------~ N --<t -~· --- ---·-------- A3 DRAG 1500# - - - l1'f Reviewed D Furnish as Corrected D Rejected D Revise and Resubmit D Submit Specified Item This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Review of a specific item shall not include review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. HTKSTRUCTURAL ENGINEERS Date: 12/30/19 _By: SJ S Bernardino Residence: Pitch: 4.85 Overhang: 30" Heel Height: STD Spacing: 24" Loading: 20-15-10 I I ►1rYe21r1 J fl l lll ; HW !iP4 Hi}t i11 l'~ •. 'I.ft bJ,l f t!J• H J5if ;t 1tiP OJ '1' :. j. ! ;;:i ,i " 0•11~! <. 1 • 0 r!h ~ fjjl.' ~Jjlil tj111{"! ill~•; id JI!l ~hlH < 11 i' ~ lllli ~!IJH I I ., u I NOTES: t )RHT.RTOL'1)f\'ft)UAl.Tll:l'SS ta.AY.NGS FC9: ADOfTIO>,;AJ r.,.'FO 2-)tm,IF~'"SIO~ :nCJ•"-,\A£ t•O\I f~Q'SR'l>Of8f.Al.l?'«l•~J..S J)l)l\tf~"-SKNAI 'UIF1C'ATJ>NISlttf' RllPO'\'.SIIILITYOf Tit: !!ITT __ ("()t,,'n,\Cl'fJi A~UI. \R<11Jl'U, ~ )AU.L'-'lf..kl(llt 11:<\IF..ll.'I TOHf. DltOft"EJ)f_~Cl.PT AS Nl)TF.D, lilAIJ 111.l'!tSf.-1:ltt'ST8t,li1'\CfJl\"f \ MA.'<b,C'M ()f ?~· 1,1(' l "?-,1.DS <Jl101lt,1SE\JOTEO 6)-tX>i,.'OTClT.lllUIJ.1 .. \IUJI 0A1'"\'1Jtt;SS •ltlUl,-'folITTTl:N "C'O'\'.SFY..7" HtOM \ REGISTF.11.EO _ •F.NiiNJ:fL I 1~ · 1~ 1~ <> <> <> Oa::i 0cc Oc:c I! '§ 1 w :. < z "' ..J r C ,~ ., - -0 -·-0 V, M ., - ~ c,:! .... ., 0 • o:1 .5 ~?; -0 I I I ~~ a 5 a ~ ~ w f--2~ < l' co C Designed By: Aloha Checked By: Job Number: ut :, • .. ~ • Ill I I ; Simpson Strong-Tie Company, Inc. TRUSS DESIGN DRAWINGS & DETAILS 5956 W. Las Positas Blvd . Pleasanton, CA 94588 (800) 999-5099 www.strongtie.com Prepared for: Job: Date: Ref. Number: Notes: Aloha Lumber and Truss, Inc. Bernardino Residence 12/27/2019 11 :15 AM 102905 RECFI\IFf) DEC 3 1 2019 CITY OF CAt~L::..BAD BUILDING UIVIS!ON 1. The truss design drawings referenced below have been prepared based on design criteria and requirements set forth in the Construction Documents, as communicated by the Truss Manufacturer. 2. The engineer's signature on these drawings indicates professional engineering responsibility solely for the individual components to be able to resist the design toads indicated, utilizing all the design parameter and materials indicated or referenced on each individual design. 3. It is the Building Designer's responsibility to review the truss design drawings to insure compatibility with the Building design, Refer to all notes on the individual truss design drawings. 3 Truss Design Drawing(s): 1-A1 DRAG 500#: SID 647321 2-A3 DRAG 1500#: SID 647322 3-A2: SID 647323 1E: fi1h@ii Component Solutions TM Important Information & General Notes General Notes 1. Each Truss Design Drawing (TDD) provided with this sheet has been prepared in conformance with ANSI/TPI 1. Refer to ANSI/TPI 1 Chapter 2 for the responsibilities of all parties involved, which include but are not limited to the responsibilities listed on this sheet, and for the definitions of all capitalized terms referenced in this document. 2. TDDs should not be assumed to be to scale. 3. The Contractor and Building Designer shall review and approve the Truss Submittal Package. 4. The suitability and use of the component depicted on the TDD for any particular building design is the responsibility of the Building Designer. 5. The Building Designer is responsible for the anchorage of the truss at all bearing locations as required to resist uplift, gravity and lateral loads, and for all Truss-to-Structural Element connections except Truss-to-Truss connections. 6. The Building Designer shall ensure that the supporting structure can accommodate the vertical and/or horizontal truss deflections. 7. Unless specifically stated otherwise, each Design assumes trusses willl be adequately protected from the environment and will not be used in corrosive environments unless protected using an approved method. This includes not being used in locations where the sustained temperature is greater than 150°F. 8. Trusses are designed to carry loads within their plane. Any out-of. plane loads must be resisted by the Permanent Building Stability Bracing. 9. Design dead loads must account for all materials, including self-weight. The TDD notes will indicate the min. pitch above which the dead loads are automatically increased for pitch effects. 10. Trusses installed with roof slopes less than 0.25/12 may experience (but are not designed for) ponding. The Building Designer must ensure that adequate drainage is provided to prevent ponding. 11. Camber is a non-structural consideration and is the responsibility of truss fabricator. Handling, Installing, Restraint & Bracing 1. The Contractor is responsible for the proper handling, erection, restraint and bracing of the Trusses. In lieu of job-specific details, refer to BCSI. 2. ANSI/TPI 1 stipulates that for trusses spanning 60' or greater, the Owner shall contract with any Registered Design Professional for the design and inspection of the temporary and permanent truss restraint and bracing. Simpson Strong-Tie is not responsible for providing these services. 3. Trusses require permanent lateral restraint to be applied to chords and certain web members (when indicated) at the locations or intervals indicated on the TDD. Web restraints are to be located at mid points, or third points of the member and chord purlins are not to exceed the spacing specified by the TDD. Chords shown without bracing indicated are assumed to be continuously braced by sheathing or drywall. Permanent lateral restraint shall be accomplished in accordance with: standard industry lateral restraint/bracing details in BCSI-B3 or BCSI-B7, supplemental bracing details referenced on the TDD, or as specified in a project-specific truss permanent bracing plan provided by the Building Designer. 4. Additional building stability permanent bracing shall be installed as specified in the Construction Documents. 5. Special end wall bracing design considerations may be required if a flat gable end frame is used with adjacent trusses that have sloped bottom chords (see BCSI-B3). 6. Do not cut, drill, trim, or otherwise alter truss members or plates without prior written approval of an engineer, unless specifically noted on the TDD. 7. Piggyback assemblies shall be braced as per BCSI-B3 unless otherwise specified in the Construction Documents. 8. For floor trusses, when specified, Strongbacking shall be installed per BCSI-B7 unless otherwise specified in the Construction Documents. Referenced Standards ANSI/TPI 1: National Design Standard for Metal Plate Connected Wood Truss Construction, a Truss Plate Institute publication (www.tpinst.org). BCSI: Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses, a joint publication of the Truss Plate Institute (www.tpinst.org ) and the Structural Building Components Association (www.sbcindustry.com ). Symbols and Nomenclature 5x7 Plate size; the first digit is the plate width (perp. to the slots) and the second digit is the plate length (parallel to the slots). 5x7-18 -18, -18S5, or-18S6 following the plate size indicates different 18 gauge plate types. These symbols following the plate size indicate the direction of II=~~ the plate length (and tooth slots) for square and nearly square plates. 10-3-14 Dimensions are shown in feet-inches-sixteenths (for this example, the dimension is 10'-3 14/16"). -+- 2 Joints are numbered left to right, first along the top chord and then along the bottom chord. Mid-panel splice joint numbers are not shown on the drawing. Members are identified using their end joint numbers (e.g., TC 2-3). When this symbol is shown, permanent lateral restraint is required. Lateral restraint may be applied to either edge of the member. See Note 3 under Handling, Installing, Restraint & Bracing for more information. Bearing supports (wall, beam, etc.), locations at which the truss is required to have full bearing. Minimum required bearing width for the given reactions are reported on the TDD. Required bearing widths are based on the truss material and indicated PSI of the support material. The Building Designer is responsible for verifying that the capacity of the support material exceeds the indicated PSI, and for all other bearing design considerations. Truss-to-Truss or Truss-to-Structural Element connection, which require a hanger or other structural connection (e.g., toe-nail) that has adequate capacity to resist the maximum reactions specified in the Reaction Summary. Structural connection type is not limited by type shown on TDD. Toe- nails may be used where hanger type shown where allowed by detail or other connection design information. Design of the Structural Element and the connection of the Truss to a Structural Element is by others. Note: These symbols are for graphical interpretation only; they are not intended to give any indication of the geometry requirements of the actual item that is represented. Materials and Fabrication 1. Design assumes truss is manufactured in accordance with the TDD and the quality criteria in ANSI/TPI 1 Chapter 3, unless more restrictive criteria are part of the contract specifications. 2. Unless specifically stated, lumber shall not exceed 19% moisture content at time of fabrication or in service. 3. Design is not applicable for use with fire retardant, preservative treated or green lumber unless specifically stated on the TDD. 4. Plate type, size, orientation and location indicated are based on the specified design parameters. Larger plate sizes may be substituted in accordance with ANSI/TPI, Section 3.6.3. Plates shall be embedded within ANSI/TPI 1 tolerances on both faces of the truss at each joint, unless noted otherwise. 5. Truss plates shall be centered on the joint unless otherwise specified. DSB-89 Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, a Truss Plate Institute publication (www.tpinst.org ). NDS: National Design Specification for Wood Construction published by American Forest & Paper Association and American Wood Council. ESR-2762 Simpson Strong-Tie® AS Truss Plates are covered under ESR-2762 published by the International Code Council Evaluation Service (www.icc-es.org ). TD-GEN-0003A 5/2019 Project Name: Bernardino Residence Qty: 1 Truss: A1 DRAG 500# Customer: Mark Waters Truss Mfr. Contact: Aloha 6-7-2 5-10-14 5-10-14 6-7-2 SID: 0000647321 TIO: 102905 Date: 12 / 27 / 19 Page: 1 of 1 1 6-7-2 2 3 12-6-0 4 18-4-14 6 25-0-0 78 9 a, I V I V, 3-15 :t 4.85/12 3x6pm 5x8pm -4.85/12 5x6= Typical pl ate: 1. Sx4 1 Code/Design: CBC-2016/TPI-2014 PSF l.ive Dead Dur Factors TC 20. 0 15. 0 Live Wind Snow BC 0.0 10. 0 Lum 1 . 25 1. 60 N/A Total 4 5. 0 Pl t 1. 25 l . 60 NIA Spacing: 2-00-00 o .c . Plies: 1 Repetitive Member Increase: Yes Green Lumber: Yes Wet Service: No Fab Tolerance: 20 Creep (Ker) • 2 . 0 OH Soffit Load: 2. 0 psf Material Summary TC 2x4 DFL 12 BC 2x4 DFL 12 Webs 2x4 OFL 12 Other 2x4 DFL 12 Member Forces Summary ... Mem ... Ten Comp .CSI. TC OH-1 126 0 0 . 84 l-2 43 24 0 .11 1-2 14 7 158 0 . 36 2-3 0 11 0 . 00 2-4 250 117 0 . 52 4-5 99 119 0 . 55 5-6 103 119 0 . 57 6-7 243 120 0. 50 7-9 58 28 0 . 20 7-9 132 171 0 . 34 9-0H 126 0 0 . 84 BC 1-10 153 213 0 . 83 9-20 161 209 0 . 80 10-11 153 213 0 .16 11-12 153 213 0 . 06 12-13 150 206 0 .05 13-l 4 150 206 0 . 05 14-15 150 206 0 .05 l 5-16 159 202 0 .OS 16-17 159 202 0 . 05 17-18 159 202 0. 05 18-19 ] 6] ?09 0. 07 19-20 161 209 0. 16 Web 4-12 156 475 0. 06 4-15 l 91 152 0.09 5-15 129 367 0. I 4 6-15 187 153 0. 09 6-18 149 468 0. 06 6-7-2 6-7-2 10 11 12 5-10-14 12-6-0 13 14 15 25-0-0 5-10-14 18-4-14 16 17 18 6-7-2 25-0-0 19 20 -----------Snow Load Specs----------- ASCE7-10 Ground Snow(Pg) • N/A JUsk Cat: II Terrain Cat: C ----------Wind Load Specs---------- ASCE7-10 Wind Speed(V) • 115 mph Risk Cat: II Exposure CaL: C Roof Exposure: Sheltered Thermal Condition: All Others ( 1 . 0) Unobstructed Slippery Roof: No Low-Slope Minimums (Pfmin): No Unbalanced Snow Loads: No Rain Sur charge: No lee Dam Chk: No Reaction Summary Bldg Dims: L • 25.0 ft B • 11.3 fl M.R.H(h) • 15.0 ft Kzt • 1.0 Bldg Enclosure: Enclosed Wind OL (psf): TC• 9 .0 BC• 6 .0 End Vertical Exposed: L -Yes R Yes Wind Upl1 ft ReportJ.ng: HybridMW --------------Reaction Summary (Lbs)---------------- Jnt --X-Loc-React -Up---Width--Reqd -Mat PSI l 1-00-13 801 60 25-00-00 10 2-08-04 86 387 25-00-00 12 6-07-02 510 30 25-00-00 18 18-04-14 503 29 25-00-00 20 22-03-12 99 373 25-00-00 9 23-11-03 788 65 25-00-00 Reactions not ----React ion Jnt-Jnt 1-9 Max Horiz • s hown: down < 400 and up < 150 Summary (plf) ----- React -Up---Width- 10 O 25-00-00 (reduced) -53 I +56 at Joint 1 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurring at [12-06-00] using a 1.00 Full and 0.00 Reduced load factor . This truss has been desjgned for a 500.0 lb Drag Load distributed along t he top chord rake in each direction. See Loadcase Report for loading combinat ions and additional details. Dead Loads may be slope adjusted: > 12.0/12 Tooth-Holding reduct ion factors applied: Green Lumber Notes Goble webs are at.t.ached with min. lx3 20 ga.plates . The max.rake overhang = 1 /2 the truss spacing. If t his t russ is exposed to wind loads perpendicular to t.he plane of the truss, it must be braced according to a standard detail matching the wind crit er ia shown, or according to the Construct ion Documents and/or BCSI -B3. Designed for green lumber that will be seasoned by tJme of lnstallat1on . Plates designed for Cg at 0.80 and Rotational Tolerance of 10.0 degrees Plates located at TC pitch breaks meet the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joint s . A "pm" next to the plate size indicates that the plate has been user modified; see Plate Offsets for any special positioning requirements. The top chord may be notched 1.5" deep x 3.5" wide at. 24" o .c . max. for outlookers. Do not notch in the heel areas marked or anywhere there is a single chord member. Do not cut the connector plates. Attach s tacked chords with 2x4 20 ga. plates, u . n . o . NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of professk>nal engineering responsibility solely for the truss component design shown. See the cover page and the "Important Information & General Notes· page for additional information. All connector plates shall be manufactured by Simpson Strong.Tie Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge, unless the specified plate size is followed by a "-18" which Indicates an 18 gauge plate, or "S# 18", which indicates a high tension 18 gauge plate. 3x6pm 9 3-15 :t 0 I V I \<) -------Additional Design Checks------ 10 ps! Non-Concurrent BCLL : Yes 20 psf BC Limited Storage: Yes 200 l b BC Accessible Ceiling: Yes 300 l b TC Maintenance Load: Yes 2000 lb TC Safe Load: No Unbalanced TCLL: Yes Deflection Summary TrussSpan Limit Actual (in) Vert LL L/360 L/999( 0 .00) Vert DL L/180 L/9991 0 .00) Vert CR L/240 L/999 I O. OJ) Herz LL 0 .75in I 0.02) Herz CR J .25in ( 0,03) Ohng CR 2L/120 L/215(-0.14) Ohng CR 2L/120 L/215(-0 .14) Location l-10 l-10 1-10 @Jt I @Jt l l-I 9-9 Vert CR and Horz CR are the vertical and horizontal deflections due to live load plus the creep component of deflection due t o dead J oad, computed as Defl LL 1- (Kcr -1) x Defl DL in accordance Wi th ANS! /TPI l. - Bracing Data Summary ------------Bracing Data------------ Chords; continuous except where shown Web BracJ ng --None Plate offsets (X, Y): (None unless indicated below) J ntl 1-08-01 , -02-04). Jnt21-06-01, -03-03>, Jnt4(00-04,0l-02), JntS(0,01-00), Jnt 6 (00-04, 00-13), Jnt9 (08-08, -02-02), Jnll510,-0l-OO) Component Solution• Truss Studio V 2019.3 .0 .218 Helpdask: 1-866-252-8606 CSHelp@strongtie.com EngO!:w9: 20l9t3RGT Eng ~ Project Name: Bernardino Residence Qty: 1 Truss: A3 DRAG 1500# Customer: Mark Waters Truss Mfr. Contact: Aloha 1 °' I '<I' I LI"> 3-15 :t 1 Code/Design, CBC-2016/TPl -2014 PSF' Live Dead Dur Factors TC 20.0 15.0 Live Wind Snow BC 0 .0 10.0 Lum 1.25 l.60 N/A Total 45.0 Plt 1.25 1.60 NIA Spacing: 2-00-00 o .c . Plies: 1 Repetitive Member Increase: Yes Green Lumber: Yes We t Service: No Fab Tolera nce: 20 Creep (Kerl • 2 . O OH Soffit Load, 2.0 psf Material Summary TC 2x 4 DFL 12 BC 2x4 DFL 12 Webs 2x4 Df'L # 2 Member Forces Summary ... Mem .. Ten Comp .CSl. TC OH-I 126 0 0 . 84 1-2 352 2184 0 . 54 2-3 326 1527 0 . 52 3-4 326 1527 0 . 57 4-5 352 2184 0. 55 5-0H 126 0 0 . 84 BC 1-6 1952 197 0. 55 5-8 1952 217 0. 55 6-7 1952 197 0. 54 7-8 1952 217 0. 54 Web 2-6 263 0 0. 04 2-7 161 695 0. 44 3-7 694 41 0. 12 4-7 161 695 0. 44 4-8 263 0 0. 04 6-7-2 5-10-14 5-10-14 6-7-2 6-7-2 2 12-6-0 3 18-4-14 4 25-0-0 4x¥ 4.85/12 -4.85/12 1. 5x4 1. 5x4 6-7-2 5-10-14 5-10-14 6-7-2 6-7-2 6 12-6-0 7 18-4-14 8 25-0-0 25-0-0 -----------Snow Load Specs----------- ASCE?-10 Ground Snow(Pg) • NIA Risk Cat: lJ Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others ( 1 . 0) Unobstr-uct ed Slippery Roof: No Low-Slope Minimums (Pfmin): No Unbalanced Snow Loads: No Rain Surcharge: No lee Dam Chk: No Reaction Summary ----------Wind Load Specs---------- ASCE7-10 Wind Speed(V) • 115 mph Risk Cat: 11 Exposure Cat: C Bldg Dims, L • 25.0 f t B • 11.3 ft M.R.H(h) • 15.0 ft Kzl • l.0 Bldg Enclosure: Enclosed Wind DL (psf), TC • 9 .0 BC • 6 .0 End Vertical Exposed: L • Yes R -Yes Wind Uplift Reporting: HybridMW --------------Reaction Summary (Lbs)---------------- Jnt --X-Loc-React -Up---Width--Reqd -Mat PS! l 01-12 1310 8 03-08 Ol-06 DFL 625 5 24-10-04 1309 8 03-08 01-06 DFL 625 Max Horiz • -5] / +51 at Joint l Loads Summary This truss has been designed for the effects of an unbalanced t op chord live load occurring at [12-06-001 using a 1 .00 Full and 0.00 Reduced load factor. This truss has been designed for a 1500.0 lb Drag Load distributed along the top chord rake in each direction . See Loadcase Report for loading combinations and additional details. Dead Loads may be slope adjusted: > 12.0/12 Tooth-Holding reduction factors appliec:Green Lumber Notes Designed for green lumber t..hat will be seasoned by time of installation. Plates designed for Cq at O.BO and Rotational Tolerance of 10.0 degrees Plates locat ed at TC pitch breaks meel the prescriptive minimum size requirement to transfer unblocked diaphragm loads across those joints. SID: 0000647322 TIO: 102905 Date: 12 / 27 / 19 Page: 1 of 1 12-4-11, r 5 0 I '<I' I U) 3-15 :t -------Additional Design Checks------ 10 psf Non-Concurrent BCLL : Yes 20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes 2000 lb TC Safe Load, No Unbalanced TCLL: Yes Deflection Summary TrussSpan Limil Actual (in) Vert LL L/360 L/999(-0.09) Vert DL L/180 L/999(-0.12) Vert CR L/240 L/999(-0.21) Horz LL 0 .75in ( 0.03) Horz CR l.25in ( 0.07) Ohng CR 2L/120 L/215(-0.14) Ohng CR 2L/120 L/215(-0.14) Location 7-8 7-8 7-8 @Jt 5 @Jt 5 1-l 5-5 Vert CR and Horz CR are the vert1cal and hon.zonlal deflections due to live load plus the creep component of deflection due to dead load, computed as Defl LL .,. (Ker -l) x Oefl DL in accordance With ANSl/TPI 1 . - Bracing Data Summary ------------Bracing Data------------ Chords; con Li nuous except where shown Web Bracing --None Plate offsets (X, Y): (None unless indicated below) JnL3(0,00-15), Jnt7(0,-01-00) Component Solutions NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss 1s based on design criteria and requirements supplied by the Truss Manufacturer and relies upon !he accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing Indicates acceptance of professional engineering responsibility solely for the truss component design shown, See the cover page and the "Important Information & General Notes· page for additional information. All connector plates shall be manufactured by Simpson Strong.Tie Company, Inc in accordance with ESR•2762. All connector plates are 20 gauge. unless the specified plate size is followed by a "·18~ which indicates an 18 gauge plate, or "S# 1 a·, which indicates a high tension 18 gauge plate. l-11\'Jlit-1•u• Truu Studio v 2019.3.0.218 filf,ht§◄ nelpdHk: l-m-252-8606 CSHelp@strongt1.e.com EnqDrwg: 2019r3RGT PS Project Name: Bernardino Residence Qty: 5 Truss: A2 Customer: Mark Waters • Truss Mfr. Contact: Aloha ·1 2-4-11 1 1 "' I ... I V, 3-15 :t 1 Code/Design: CBC-2016/TPI-2014 PSF Live Dead Dur Factors TC 20.0 15.0 Live Wind Snow BC 0 .0 10.0 Lum 1.25 1.60 N/A Total 45.0 Plt 1.25 1.60 N/A Spacing: 2-00-00 o .c . Plies: Repetitive Member Increase: Yes Green Lumber: Yes Wet Service: No Fab Tolerance: 20) Creep (Ker) • 2 .0 OH Soffit Load: 2. 0 psf Material Summary TC 2x4 DFL 12 BC 2x4 DFL 12 Webs 2x4 DFL 12 Member Forces Summary ..• Mem •.. Ten Comp . CSI. TC OH-I 126 0 0. 84 1-2 352 2184 0. 54 2-3 326 1527 o. 52 3-4 326 1527 0. 57 4-5 352 2184 0 . 55 5-0H 126 0 0. 84 BC I -6 1952 197 0 . 55 5-8 1952 217 0 .55 6-7 1952 197 0 . 54 7-8 I 952 217 0 . 54 Web 2-6 263 0 0 . 04 2-7 161 695 0 . 44 3-7 694 41 0 . 12 4-7 I 61 695 0. 44 4-8 263 0 0 . 04 6-7-2 5-10-14 5-10-14 6-7-2 6-7-2 12-6-0 18-4-14 25-0-0 2 3 4 4x¥ 4.85/12 -4.85/12 1.5x4 1. 5x4 6-7-2 5-10-14 5-10-14 6-7-2 6-7-2 12-6-0 18-4-14 25 -0-0 6 7 8 25-0-0 -----------Snow Load Specs----------- ASCE7-10 Ground Snow(Pg) • N/A Risk Cat: lI Terrain Cat: C Roof Exposure: Sheltered Thermal Condition: All Others (1.0) Unobstructed Slippery Roof: No Low-Slope Minimums (Pfmin): No Unbalanced Snow Loads: No Rain Surcharge: No Ice Dam Chk: No Reaction Summary ----------Wind Load Specs---------- ASCE7-10 Wind Speed (VI • 115 mph Risk Cat: II Exposure Cat.: C Bldg Djms: L • 25.0 ft B • JJ.3 ft M.R.Hlhl • 15.0 ft Kzt • 1.0 Bldg Enclosure: Enclosed Wind DL(psf): TC• 9.0 BC • 6 .0 End Vertical Exposed: L • Yes R "" Yes Wind Uplift Reporting: HybridMW --------------Reaction Summary (Lbs)---------------- Jnt --X-Loc-React -Up---Width--Reqd -Mat PSl I 01-12 1310 8 03-08 01-06 DFL 625 5 24-10-04 1309 8 03-08 01-06 DFL 625 Max Horiz • -51 / +51 at Joint 1 Loads Summary This truss has been designed for the effects of an unbalanced top chord live load occurcing at [12-06-00] using a 1.00 Full and 0 .00 Reduced load factor. See Loadcase Report for loading combinations and additional details. Dead Loads may be slope adjusted: > 12.0/12 Tooth-Holding reduct ion factors app lied: Green Lumber Notes Designed for green lumber that will be seasoned by time of installation. Plates designed for Cq at 0 . 80 and Rotational Tolerance of 10. 0 degrees Plates located at TC pitch breaks meet the prescriptive minim\Jm size req\JiremenL to transfer unblocked diaphragm loads across those joints. SID: 0000647323 TIO: 102905 Date: 12 / 27 / 19 Page: 1 of 1 12-4-11,, 5 0 I ... I u:, 3-15 :t:: -------Additional Design Checks------ 10 psf Non-Concurrent. BCLL : Yes 20 psf BC Limited Storage: Yes 200 lb BC Accessible Ceiling: Yes 300 lb TC Maintenance Load: Yes 2000 lb TC Safe Load: No Unbalanced TCLL: Yes Deflection Summary TrussSpan Limit Actual (in) Vert LL L/360 L/9991-0 .09) Vert DL L/180 L/999(-0.12) Vert CR L/240 L/9991-0.211 Horz LL 0 .75in I 0 .03) Herz CR l.25in I 0 .07) Ohng CR 21/120 L/215 (-0.14) Ohng CR 21/120 L/215(-0.14) Location 7-8 7-8 7-8 @Jt 5 @Jt 5 I-I 5-5 Vert CR and Horz CR are the vertical and horizontal deflections due to live load plus the creep component of deflection due to dead load, computed as Defl LL ... (Ker -ll x Defl DL in accordance With ANSI/TP! 1 . - Bracing Data Summary ------------Bracing Data------------ Chords; continuous except where shown Web Bracing --None Plate offsets (X, Y): (None unless indicated below) Jnt310, 00-151 , Jnt7 10, -01-001 NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the Mlmportant Information & General Notes-page for additional information. AU connector plates shall be manufactured by Simpson Strong-ne Company, Inc in accordance with ESR-2762. All connector plates are 20 gauge, unless the specified plate size is followed by a --18~ which indicates an 18 gauge plate, or ·s# 1s-, which indicates a high tension 18 gauge plate. .,1111111111111111••1111•"■ Component Solutions 1:-11\Wit-1•]£■ Truaa Studio V 2019. 3. 0. 218 fii 1 §iQ dalpd-■k: 1-866-252-8606 t H! CSHalp@strongtie.com EngDrwg: 2019r3RGT PS Project No. GI-20-02-109 March 17, 2020 Ms. Debbie Benardino 13567 Chaco Court San Diego, California 92129 jndbeano@aol.com SNS GEOTECHNICAL SOLUTIONS. INC. City of rlsbad APR fi,7 2020 BUILDING OIVISION Consulting Geotechnical Engineers 5931 Sea Lion Place, Suite 109 Carlsbad, California 92010 Office: 760-602-7815 smsgeosol.inc@gmail.com RECORD copy Results of Limited Compaction Testing, New Building Addition Underfloor Areas Benardino Residence, 1110 Buena Vista Way, Carlsbad, California Submitted herewith please find the following summary ofresults of our limited compaction testing performed on the building addition existing finished underfloor subgrade areas, inside the perimeter raised stem wall footings at the above-referenced property. In general, we understand that finish underfloor subgrade was achieved by minor earthworks and applying compaction efforts. The finish underfloor subgrade compaction, and perimeter stem wall footings and raised floor joist constructions for the building addition were completed prior to our site visit on March 4, 2020. The Approximate Limits ofNew Underfloor Finish Grade Surfaces as well as approximate compaction test locations are shown on the attached Finish Underfloor Compaction Test Location Map, Figure I. The scope of our services was limited only to perform compaction testing of the existing finish building addition underfloor subgrade surfaces and report the rest results. Other aspects of the project constructions were beyond the scope of our services. R18 C1077 D3740 E329 AASHI □ ACCRE:OITEO Results of Limited Compaction Testing, New Building Addition Underfloor Areas, Benardino Residence, lllO Buena Vista Way, Carlsbad March 17, 2020 Page2 LABORATORY TESTING A sample of the representative onsite soils was collected and transported to our laboratory for maximum dry density and optimum moisture content test in accordance with ASTM D 1557. Test results are tabulated below: Location Description Maximum Dry Optimum Molstnre Densitv IT m-""" Content (61o .... %l I Onsite I Tan to li!l!!t brown sil!J:: sand I 132.0 I 8.3 I COMPACTION TEST RESULTS Field density tests for establishing both the in-place dry densities and moisture contents were performed in accordance with the ASTM D6938, Nuclear Gauge test method. A minimum 90% compaction level is typically required for a passing test. The following table summarizes our test results and corresponding percent relative compaction levels: Test Field Moisture Field Dry Maximum In-Place Location Content Density Dry Density Relative Comments (fll-%) IT11-nc0 l'rm-n.n Comnaction (%\ Finish Subgrade, #1 9.9 118.6 132.0 90 Pass Finish Subgrade, #2 11.9 12 l.8 132.0 92 Pass Fioish SubQrade. #3 12.2 125.2 132.0 95 Pass If you have any questions or need clarification, please contact this office at your convenience. Reference to our Project No. GI-20-02-109 will help to expedite our response to your inquiries. We appreciate this opportunity to be of service to you. SM§ Geotechnical Solutions, Inc. ehdi S. Shariat E #2885 Attachments: Figure I Distribution: Addressee (3, e-mail) No. 2885 SH§ Geotechnical Solutions, Iuc. • lo w _J I= ~ + I LEGEND ,. [=-= I Approximate Limits of New Underfloor Finished Grade Surfaces @ Approximate Field Compaction Test Location SCALE: 1" = 10' )L !Project No. GI-20-02-109 .~ C) II) 8:2.0' ii >-' ,-----~------- iii , · ~ ~ ~ :7,~~'--f-:--: 7 ~·~ ,-:.,.·· I . . . . ,:., j, 1· '• ·. ·J ' I I .. I I .. I . I I .. I 10• -o" I "v 71-1- FRONT YARD SE113AC.K · . • I Q I I -: ~ 2 I I ,...;-.....:--'----'----, .... I I I I 10' -0", - -,YP,- © 0 NEY'! 26"! SF ADDITION ® EXISTING 81"!SF R.ESIDENC.E ! ® I I I I I I I I · ,: 1· j · 1 · . " ' . -' ~ . . -..:........:---,. . I I 10· -o" I NEY'! E>40SF DETACHED Ac.c.ESSORY DI/IIELLING UNIT l"IITH ~AR i®ll ___ 6-; _;-·~· = r-- • ·,fii ~ c(} -7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~--7 11'.0' J ~-1'-0" I I SIDE YARD I I _____ j I I , ,!) . I i 1 1 b I II) ~I~ : I I .: ~:" L ___ .. ---- '0.0 BUENA VISTA ~y ~ J ll": ___ _ I f~[M~~[H] !UJ[M[D)[E[f\l[F~jD)(O[f\l ~(OM~#\~lf~(O[M lf[E~lf [L(O~#\lf~(O[M M#\~ I () '° {'f, FIGURE 1 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTIENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WA TIER TO CONSTRUCTION RELA TIED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETIE AND APPROVED BY THE CITY OF CARLSBAD. foGn /5i?Y><-l',;f/')J OWNER(S)/tER'S AGENT NAME (PRINT) OWNER(S)//fflNER'S AGENT NAME (SIGNA TUREJ E-29 ,\1 \I 1,n ~ STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP C59-20lC\ -~31'4 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Controi BMPs Sediment Control BMPs Tracking I Non-Storm Water I Waste Management and Materials Control BMPs Management BMPs Pollution Control BMPs Best Management Practice* (BMP) Description ➔ CASQA Designation ➔ Construction Activi_ty __ Gradinq/Soil Disturbance Trenchinq/Excavation Stockpilina Drillinq/Borinq Concrete/Asphalt Sawcuttinq Concrete Flatwork Pavinq Conduit/Pipe Installation Stu cco7M ortar Work Waste Disposal Staqinq/Lav Down Area Equipment Maintenance and Fuelina Hazardous Substance Use/Storaqe Dewaterina Site Access Across Dirt other (list): "' -0 :::, ,,\el g' (I) :c ., ~ = ::::, ~ :::, 2 ,, 0 0 ., 0 (!) 3:: ,, "' cc ., ~~ ~ Q,) (/) ·--"' 0 --Q,) I,_ 0 o, 0 ..c g Q) -1-' ·-0.. LO 0 0 L _ WO U, " I a:, I en I I I f:i3 ~ ~ 'T 0 w a. 0 ~ E ., 0 -0 cc 0 cc ., ., u.. E -"' 0 '6 ., -VJ ., .c u, 0 ..,. 'T "' I I w w w u, u, u, ,, cc 0 -E 0, L ., L cc ., ~ ., ·a. ·.: CD L ., 0 cc "' 0, ., 0, CD "6 C 0 0 ,. cc L 0 CD u, •-0, Cl:;::; °" E 0 E al ~ -::, .c L ., ::, ,, ., ., 0 cc L-0 00 .c L ~o 0 -L [;:: (!) V>> u, u, CL a:, 0 "' <D r---'T I I I I w w w w w u, u, u, u, u, \X. "' \t N :X IX °)( IX --cc -cc cc 0 -0 0 :;, cc cc :;, :;, 0, 0 ., ,, ., ,, 0 0 cc _.; 0, E cc E cc ::, ::, 0 ·.: a. 0 0 L L :;, ,, L ·3 ., --0 .!; --::. >, 0, "'"' "' er L 0 cc cc "' cc > L L w ., 0 L (!) ., .2:. cc 0 ., 0 ., -., 0 :;, -OL 0 "' ,, "' ~ ,, " "' :::, cc ., cc 0, cc cc 0 :::, ., -., -g~ ,, >, 0"' cc cc 0 0, ., > [!l E 0., 0o ., :!lo ., 0 ., 0 = L-3:: ., ~~ 0 cr,:;::; ., cc a. CL e = 3: ,._:;:; :0 ·-0, ·.: 0, :.a E ·-,, ., 0 cc 0 o ·c L 0 ., -"' -,, 0 .c 0 •-L 0 ·-0 4) L 0 0 0, -o i5 ~ -.c ., -o -0 ;=: C ·-cc en E .s 0 0L 0 .,_ o_ 0 -a. 0 oo u, °" 3:: CL CLO CL >O :::, U) :::, u, U) 0 U):::, N 'T "' r---a:, N "' ..,. "' I I I I I I I I I I fl= fl= u, u, u, u, :::, :::, :::, :::, :::, z z z z 3:: 3:: 3:: 3:: 3:: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address:JJJ._D e,~ \J1C:::,t0--WA/ Assessor's Parcel Number: 1 SS -/ { U-"37 -uV Emergency Contact: Name: :i,J i-,,-, f3t: n:4rf.:'_.,,<-1-j 24 Hour Phone: Y S& -2 7 S -33 / 2 Construction Threat to Storm Water Quality (Che~k Box) : MEDIUM ~LOW ., -"' 0 3:: -cc "' ., ::, E 0 ., ~ 0, o0 N CC 00 :,: :::, <D I :::, 3:: ., -"' o-3:: cc ., ., E -., ~ 0, 0 0 cc cc 0 0 o:::, a:, I i ~ o<. ~-Page 1 of 1 REV 11/17 '. ' p STUDIO 1611-A S. MELROSE OR. #342 VISTA CA. 92081 C: 760.518.9040 EMAIL: GPSTUOI0836@GMAIL.COM WEEIITE: GPENASTUOIO.COM December 30, 2019 Project No: CBR2019-3379 Reviewer: Abe Doliente Project Title: Bernardino Addition & Remodel f.lllm 1 -All plans have been signed. See bottom right hand corner of all architectural plans. Structural engineer has signed all structural plans as well. 2 -All plans have been signed. See bottom right hand corner of all architectural plans. Structural engineer has signed all structural plans as well. 3 -See note on Tl.O under "Building Dept Notices" 4 -See Tl.O "Deferred Submittals" 5 -Existing residence does not have fire sprinkler system installed. Addition does not need a fire sprinkler system per R313.2, exception 1. 6 -See Tl.O "Building Dept Notices" item 25. General Residential Requirements 7 -Window 2 is now a 4040 and title 24 has been updated on Tl.2 CFlR-PRF-01 pg. 4 of 8. Foundation Requirements 8 -See A2.1, note 15. 9 -See crawlspace notes on A2.1 Structural 10 -See revised plans sheet Sl 11 -See sheet Sl for truss layout added to plans. 12 -See review truss packages 13 -See detached signed form. 14 -See revised plans sheet S0.1 Electrical 15 -Similar notes were already on plans, sheet A2.1. We have added the above notes per plan checkers request. Plumbin~ 16 -See new Pl.O 17 -Notes 4&6 have been deleted from Tl.0. Water conservation notes have been added to Pl.O 18 -YR. built: 1948 see Tl.O. 1994 note has been revised and placed on Pl.O. 1611-A S. Melrose Dr. #342 Vista, Ca. 92081 C:760.518.9040 > 1--0 Residential Green Building Standards 19 -table added to sheet Tl.1 20 -See Tl.1 note 31. 21-See Tl.1 note 32 22 -See Tl.1 note 33 Energy conservation 23 -n/a. Existing residence does not have a mechanical system. Miscenaneous 24 -Notes have been revised. 25 -Sheet index has been revised Graziano Pena Principal P Studio C: 760.518.9040 gpstudio836@gmail.com 1611-A S. Melrose Dr. #342 Vista, Ca. 92081 C:760.518.9040